View Bid Results For Transportation Of Bulk Chemical Tenders

We found 95 Bid Results related to transportation of bulk chemical tenders. You can find Contractor details who won transportation of bulk chemical tenders along with contract details in Bid awards announcements section.

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1.
Public Administrative Department #11306280 AOC
To carry out various remaining development works at Vitthal Tupe Sports Complex Hadapsar=-ITEM NO : 1 Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means ( SSR Item No : 21.02 ) (PMC Bhavan ) Unique No (15202) Rate List Year (2024-2025) ITEM NO : 2 Transportation of material obtained from excavation including soil, rubble,bricks,RCC concrete, kerb stones, steel railing, iron pipes, channels etc. Obtained from excavation, dismantling, loading in a Truck of minimum 5 Cu M capacity or designed capacity and transporting within the municipal limits or any designated place, unloading, stacking or spreading of material etc. complete. ( SSR Item No : 2.39 ) (PMC ROAD ) Unique No (114) Rate List Year (2023-2024) ITEM NO : 3 Supplying hard murum/ kankar at the road site, including conveying and stacking complete. ( SSR Item No : 2.29a ) (PMC ROAD ) Unique No (103) Rate List Year (2023-2024) ITEM NO : 4 Spreading hard murum/ soft murrum/ gravel or kankar for side width complete ( SSR Item No : 2.30 ) (PMC ROAD ) Unique No (105) Rate List Year (2023-2024) ITEM NO : 5 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. ( SSR Item No : 2.31 ) (PMC ROAD ) Unique No (106) Rate List Year (2023-2024) ITEM NO : 6 Providing and constructing Brick Masonry Inspection Chamber 90cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W.pipes, Brick Masonry, plastering from inside and C.I. lid cover of 75Kilogramwith lid and frame fixed in cement concrete. ( SSR Item No : 42.11 ) (PMC Bhavan ) Unique No (15863) Rate List Year (2024-2025) ITEM NO : 7 Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140Kilogramwith frame etc complete. ( SSR Item No : 42.12 ) (PMC Bhavan ) Unique No (15864) Rate List Year (2024-2025) ITEM NO : 8 Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspec- tion charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988. N o t e : O n l y 8 5% r a t e i s p a y a b l e t i l l satisfactory hydraulic testing is given. The Bidder shall procure RCC pipes and chamber covers from following suppliers 1) M/S Sneh Precast 2) M/S Kalokhe pipes and precast industries 3) M/S Poona Concrete Company If bidder wish to supply RCC pipes and chamber covers other than above suppliers, then it is mandatory to take approval of supplier from concern department. Third party inspection of RCC pipes and chamber covers is mandatory and should be witnessed by EIL/IR CLASS/SGS. The cost of third party inspection should be borne by contractor. Class ‘NP-II 300 mm ( SSR Item No : 50.a vii ) (PMC Drainage ) Unique No (19058) Rate List Year (2024-2025) ITEM NO : 9 Providing and constructing on sewer line, B. B. masonry circular m a n h o l e w i t h c o n c e n t r i c cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 1.50 M with 23 cm. thick and 35cm thick brickwork for balanced depth in 230 X 100 X 75 mm brick masonry in CM 1:5 proportion plastering both inside and outside in CM 1:3 with cement finish, half round RCC pipe of required dia excluding excavation including PCC1:3:6 in bed 100 mm thick , haunches and channels in 1:2:4 proportion concrete, finishing channels in smooth rendering, providing 100 mm thick 1:2:4 coping on the top of the masonry & below frame including providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. heavy duty 275 kg. etc. complete as directed by Engineerincharge. Note : The rate of this item isinclusive of hydraulic testing of chamber. Providing and constructing on sewer, B. B. masonry circular manhole with concentric cone (as per attached drawing no.1) ( SSR Item No : 56 ) (PMC Drainage ) Unique No (19206) Rate List Year (2024-2025) ITEM NO : 10 Providing & Applying External Textured Paint + Applying Waterproofing Coat as per below steps 1) Cleaning + crack filling 2) 1coat of Waterproofing Chemical 3) 1 Coat Apex Duracast CrossTex (2mm Thk) 4) 2 Coat of Professional Premium Exterior Emulsion Apex including claning and preparing the existing surface and scaffolding if necessary ( SSR Item No : 63.13 ) (PMC Bhavan ) Unique No (16702) Rate List Year (2024-2025) ITEM NO : 11 Providing and applying Two coats of wall care Putty on plastered surface and Ceiling and Walls to prepare surface even and smooth of approved make, etc complete. ( SSR Item No : 32.34 ) (PMC Bhavan ) Unique No (15466) Rate List Year (2024-2025) ITEM NO : 12 Water bound distemper : Providing and applying water bound distemper along with primer coats including scaffolding if necessary, cleaning and preparing the surface etc. complete Recommended companies: Asian, neroleck, Dulex ( SSR Item No : 63.1 ) (PMC Bhavan ) Unique No (16691) Rate List Year (2024-2025) ITEM NO : 13 Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works. ( SSR Item No : 46.42 ) (PMC Bhavan ) Unique No (1547) Rate List Year (2023-2024) ITEM NO : 14 House keeping : Cleaning Of Passage by wet and dry method including swipping, water, phenol, room freshener, acid and chemical cleaning, scrubber machine, Colin for glass cleaning, material and labour, etc. complete. ( including all windows, doors, tables etc. present in passage for one time cleaning) ( SSR Item No : 78.19 ) (PMC Bhavan ) Unique No (17191) Rate List Year (2024-2025) ITEM NO : 15 Providing and applying pearl/ luster finish paint of approved colour and shade to the existing plaster surface including scaffolding, preparing the surface, applying the acrylic wall putti etc. complete. ( SSR Item No : 35.23 ) (PMC Bhavan ) Unique No (15573) Rate List Year (2024-2025) ITEM NO : 16 Building (Bd-V : Water supply and sanitory fittings)Upvc sanitary pipes all 20 mm dia ( SSR Item No : 49.V-346 ) (PMC Bhavan ) Unique No (2314) Rate List Year (2023-2024) ITEM NO : 17 Flat back urinal-providing and fixing flat back urinal without flushing tank but including bracket for fixing urinals,inlet pipe,32mm dia pvc flush pipe and stop tap ,filling the gaps with white cement etc complete ( SSR Item No : 61.04 ) (PMC Bhavan ) Unique No (16484) Rate List Year (2024-2025) ITEM NO : 18 Building (Bd-V : Water supply and sanitory fittings)Gun Metal stop tap with crutch wheel 20mm ( SSR Item No : 49.V-31 ) (PMC Bhavan ) Unique No (17702) Rate List Year (2024-2025) ITEM NO : 19 Building (Bd-V : Water supply and sanitory fittings)Shower rose chromium plated brass 10cm ( SSR Item No : 49.V-177 ) (PMC Bhavan ) Unique No (17848) Rate List Year (2024-2025) ITEM NO : 20 Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete. ( SSR Item No : 23.01 ) (PMC Bhavan ) Unique No (15297) Rate List Year (2024-2025) ITEM NO : 21 Providing and fixing colour coated Zincalume (R) AZ150 (min 150 gms/sq.mt. total on each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminium 43.4% zinc 1.6% silicon)coat ( with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm center tocenter. The end rib shall be designed for anti-capillary groove. and return leg. The feed material should have coil manufacturers product details marked a regular interval. Including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/Square Metre) with COLORBOND ( R ) steel quality super durable polyester paint ( SSR Item No : 38.34 ) (PMC Bhavan ) Unique No (1155) Rate List Year (2023-2024) ITEM NO : 22 Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant with scada as per approved mix design, admixtures, transporting to site, spreading, laying with skid vibrator,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. ( SSR Item No : 5.03 ) (PMC ROAD ) Item Spec : (MORTH 602) Unique No (175) Rate List Year (2023-2024) ITEM NO : 23 Providing and fixing 40mm diameter and 1.5 mm thick Stainless steel hand railing in S.S.304 Grade including fabricating ,fixtures, errecting, necessary welding, grinding, finishing, buffing to stainless steel pipe etc. complete ( SSR Item No : 40.6 ) (PMC Bhavan ) Unique No (15777) Rate List Year (2024-2025) ITEM NO : 24 Providing and fixing self supporting steel roofing system for a Godown or alike made up of structural grade steel sheet of 912 millimeter width ( tolerance +/- 2 millimeter ), moulded at site using mechanical press dies to the desired curve and shape to form 605 millimeter wide interlocking panels . The interlocking panels shall be pressed to close the seam forming water tight joints for a span of 15.30 meter having arch rise as 3.06 meter, arch length 17.75 meter. The base material made up of imported galvalume steel complying to ASTM A792 having base metal thickness of 0.80 millimeter ( tolerace + / - 0.02 millimeter ) with alloy coating AZ 150 and paint coating of regular modified polyster , top coat 25 micron and bottom coat 12 micron as per approved colour , including fixing hangers , clamps etc.as may be necessary of Proflex standard, including fixing sky light of millimeter thick polycarbonate sheet of size 2’ x 7’ and turbo ventilator of 24’’diameter to be installed at every 30 feet along the length of roof including finishing, testing and cleaning etc. complete. ( SSR Item No : 38.41 ) (PMC Bhavan ) Unique No (15662) Rate List Year (2024-2025) ITEM NO : 25 Providing and fixing machine cut mirror polished 18 mm to 20 mm thick telephone black granite / Amba White / Cat bary brown / RBI red / Ocean Brown granite stone partition with full moulding the edges etc. complete . Both side polish ( SSR Item No : 33.36 ) (PMC Bhavan ) Unique No (15504) Rate List Year (2024-2025) ITEM NO : 26 Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.) ( SSR Item No : 39.20 ) (PMC Bhavan ) Unique No (15694) Rate List Year (2024-2025) ITEM NO : 27 Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension 63.50 x 38.10 x 1.02 mm at weight 0.547 Kilogram/Running metre. and window frame bottom track sect ion 61.85 x 31.75 x 1.20 mm at weight 0.695 Kilogram/Running metre. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 Kilogram/Running metre. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 Kilogram/Running metre. And handle section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. and top section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. With colour Anodising with box. ( SSR Item No : 39.37 ) (PMC Bhavan ) Unique No (15711) Rate List Year (2024-2025) ITEM NO : 28 Providing structural steel work of rectangular hollow steel section for steel trusses, other similar trussed items like purlin and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted/bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade complete. Spec. Number : As directed by Engineer-in-charge. ( SSR Item No : 23.11 ) (PMC Bhavan ) Unique No (15306) Rate List Year (2024-2025) ITEM NO : 29 BITUMINOUS CONCRETE WITH SCADA:- Providing and laying bituminous concrete using crushed aggregates of grading II, premixed with bituminous binder @ 6% per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver with scada, vibratory roller with scada.with Stone Dust filler with Stone Dust filler. (VG-30 bulk bitumen rates are considered ) ( SSR Item No : 3.48 ) (PMC ROAD ) Unique No (627) Rate List Year (2024-2025) ITEM NO : 30 Stamped Concrete :- Thin overlay approximately 1/32 to 5/16 (thicker application may be nessecery in some situations) of stamped concrete overlays over M-20 concrete of 100 mm thicksurface, interior, applied smooth,textured or stamped in various patterns and designs using stamps and seamless texture skins, then antiqued, chemically stained or integrally colored and sealed with the appropriate coating. Systems sealers or protective top coats according to the job conditions and specifications. (including the cost of M-20 concrete of 100 mm thickness) ( SSR Item No : 1.10 ) (PMC ROAD ) Unique No (204) Rate List Year (2023-2024) ITEM NO : 31 Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete ( SSR Item No : 27.13 ) (PMC Bhavan ) Unique No (15381) Rate List Year (2024-2025) ITEM NO : 32 Providing rough cast cement plaster externally in two coats with coloured cement finish to concrete/ brick/ stone masonry surfaces in all positions with base coat 12 to 15 mm. thick in C.M. 1:4 using gray cement and rough cast treatment 12 mm thick in proportion of 1:1 1/2:3 using colour pigment including scaffolding and fourteen days curing etc. complete. ( SSR Item No : 32.13 ) (PMC Bhavan ) Unique No (15446) Rate List Year (2024-2025)
Contract Date: Jun 22, 2026 Contract Value : ₹ 49.64 Lakh
Local Bodies No of Bidders 3
Maharashtra View Result →
2.
Tourism #11266721 AOC
Tender for Civil Works , Clearing Grass And Removal Of Rubbish Upto A Distance Of 50 M Outside The Periphery Of The Area , Earthwork In Excavation By Mechanical Means (Hydraulic Excavator)/Manual Means Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 Sq.M On Plan) Including Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1.5M Disposed Earth To Be Leveled And Neatly Dressed Including Providing Barricading, Danger Lighting Guarding As Directed In : All Kinds Of Soil , Earthwork In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Pipeline Trenches Drain (Not Exceeding 1.5 M In Width Or 10 Sq.M. On Plan) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed Within A Lead Of 50 M. B) All Types Of Ordinary Rock Including All Types Of Laterite Rock, Blasting Prohibited , Refilling The Pipeline/Foundation Trenches Plinth Sides, Foundation Etc. With Available Excavated Earth In Layers Not Exceeding 20 Cm Depth Consolidating Each Layer Ramming And Watering Lead Upto 50 M And All Lifts And Disposal Of Surplus Earth As Directed By Engineer . , Brick Work Using Common Burnt Building Bricks In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) With Bricks Of Class Designation 40 Kg / Cm2 (Wire Cut Bricks) In Superstructure Upto Floor Five Level. , Rubble Packing With Hard Laterite Stone Under Floors Including Watering Ramming And Consolidating Etc. In Pipeline Trenches And Other Foundations Complete. , Laterite Masonry In Neatly Dressed Stones For 23 Cms Thick Masonry Walls In C.M. 1 : 4 (1 Cement : 4 Coarse Sand In Foundation Upto Plinth Level , Extra For Laterite Masonry In All Sizes In Superstructure From Floor I Level Upto Floor V Level. , Half Brick Masonry Usign Fly Ash Bricks In Cement Mortar 1:3 (1 Cement : 3 Coarse Sand ) With Bricks Of Class Designation 40 Kgs / Cm2. Above Plinth Upto Floor V Level 200 X 95 X 95 , Providing & Laying Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic Or Basaltic Stone Aggregate 20 Mm. Nominal Size) Excluding Cost Of Centering, Shuttering And Finishing In: A) All Work Up To Plinth Level , Providing And Laying In Position Ready Mixed Concrete (Rmc) With Usage Of Ordinary Portland Cement Manufactured In Fully Automatic Batching Plant And Transported To Site Of Work In Transit Mixer For A Lead Upto 10Kms Having Continuous Agitated Mixer, Manufactured As Per Mix Design Of Specified Grade For Reinforced Cement Concrete Work Including Pumping Of R.M.C., From The Transit Mixer To The Site Of Laying, Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement Including The Cost Of Admixtures In Recommended Porportions As Per Is : 9103 To Accelerate/Retard Setting Of Concrete, Improve Workability Without Imparing Strength And Durability As Per The Directions Of The Engineerin-Charge. All Works Upto Floor V Level M-30Grade Of Concrete , Providing And Laying Upto Floor Five Level Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic Or Basaltic Stone Aggregate 20 Mm Nominal Size) Including Smooth Finishing To Exposed Surfaces, With Cement Mortar 1:3 (1 Cement: 3 Fine Sand) Including Centering And Shuttering Etc. String Courses, Copings, Bedplates, Anchor Blocks, Plain Window Sills And The Like. , Providing And Laying Upto Floor Five Level Cement Concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic Or Basaltic Stone Aggregate 20 Mm Nominal Size) Including Smooth Finishing To Exposed Surfaces, With Cement Mortar 1:3 (1 Cement: 3 Fine Sand) Including Centering And Shuttering Etc. Moulding As In Cornices, Window Sills Etc. Exceeding 15 Cm In Girth. , Centering And Shuttering Including Strutting, Propping, & Removal Of Form For Foundation, Footings, Bases Of Columns , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For : Vertical Surfaces Such As Retaing Walls, Return Walls, Partitions, Walls (Any Thickness) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets And The Like , Centering And Shuttering Including Strutting, Propping, & Removal Of Form For Columns, Piers, Pillars, Aburments, Posts And Struts (Square Rectangle Polygon In Plan) , Centering And Shuttering Including Strutting, Propping, & Removal Of Form For Sides And Soffits Of Beams, Beam Haunchings, Cantilever, Girders, Bressumers And Lintels Plinth Beams Not Exceeding 1M In Depth , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For : Suspended Floors, Roofs Landings, Shelves & Their Supports , Centering & Shuttering Including Strutting, Propping & Removal Of Forms For Sloping Or Battering Surface (Slabs, Beams, Louvers, Etc) Including Folded Plates Columns, Pillars, Posts & Struts (Circular Or Curved In Plan) , Providing Tmt Steel Reinforcement Bars Of (Sail, Tata. Vizag, Jsw Steel Ltd.) ) (Confirming To Is 1786 Of 1986) For Reinforced Cement Concrete Work (Conforming To I.S. 1786 Of 1986) Including Bending, Binding & Placing In Position In All The Floors Along With The Factory Made Precast Concrete Cover Blocks Of Specified Sizes Whose Compressive Strength Is Not Less Than That Of Surrounding Concrete In The Structural Member. , Steel Work Welded (Sail, Tata. Vizag & Using Electrodes Of Ador Or Es4b Or Deh Secheron Make Only)In Built Up Sections Trusses And Framed Work Including Cutting, Hoisting, Fixing In Position And Applying Priming Coat Of Red Lead Paint. B) In Tees, Angles, Flats And Channels , Steel Work In Built Up Tubular (Round, Square Or Rectangular Hollow Tubes Etc.) (Square Hollow Section (Shs) Is4923 /Rectangular Hollow Section (Rhs) Is4923/ Circular Hollow Section (Chs) Is1161 Closed Structural Steel Of Approved Make (Min Yeild Stress 310 Mpa)) Trusses Etc., Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer, Including Welding And Bolted With Special Shaped Washers Etc. Complete. , Providing And Fixing Stainless Steel (Grade 304) Railing Made Of Hollow Tubes, Channels, Plates Etc.With Hairline Finish, Including Welding, Grinding, Buffing, Polishing And Making Curvature (Wherever Required) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Complete, I/C Fixing The Railing With Necessary Accessories & Stainless Steel Dash Fasteners, Stainless Steel Bolts Etc., Of Required Size, On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer, ( For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts, Bolts, Fasteners Etc.). , Providing & Fixing Upvc Door Frame Yashashri Make Or Equivalent Made Out Of Upvc Extruded Multi Cavity Frame Of 60 Mm X 60Mm X 2Mm Wall Thickness. Frame Is Reinforced With G.I. Channel & Welded In Corners With Average Weight 0.80 Kg Per Running Mtr. These Frames Are Tested By Using Bs 2782 & Din 53459 Test Methods. , Providing & Fixing 20 Mm Door Shutter Yashashri Make Or Equivalent, Made By Using 20Mm X 155Mm X 1.2Mm Upvc Multi-Cavity Section And Boarder Of 30Mm X 40Mm X 2.5Mm Upvc Multi Cavity Section. The Corners Are Joined By Inserting Polymetric Corners & Hardware Used For Fixing The Door Shutter Is Stainless Steel Hinges & S. S. Handle & S.S. Tower Bolt. The Average Weight Of 20Mm Door Shutter Is 4.60Kg Per Sq Mtr. These Upvc Sections Are Tested By Using Bs 2782 & Din 53459 Test Methods. , Providing And Fixing Bright Finished Brass Door Latch With Necessary Screws Etc Complete 250 X 16 X 5 Mm , Providing & Fixing Bright Finished Stainless Steel Ss 304 Grade Aldrops With Screws Etc. Complete. 250 X 150Mm. All Works Complete As Per The Drawing, Specification And Direction Of The Engineer-In-Charge-In-Charge , Providing And Fixing Stainless Steel D Type Handles With Necessary Screws Etc Complete A) L 300Mm/325Mm X 22 To 25Mm Dia , Providing And Fixing Chromium Plated Brass Butt Hinges With Necessary Screws Etc. Complete 125 X 70 X 4.0Mm (Ordinary Type) , Providing And Fixing Bright Finished Brass Tower Bolts (Barrel Type) With Screws Etc. Complete 200 X 10 Mm , Providing And Fixing Bright Finished Brass Tower Bolts (Barrel Type) With Screws Etc. Complete 150 X 10 Mm , Providing Frp Door Shutters 35Mm Thick With Frame Size In Clear Opening Of 0.75X2.10M Hinges And Screws Complete., , Providing And Fixing Anodized Aluminum Ventilators (Including Frame And Shutter ) With Three Partitions With 5 Mm Thick Approved Clear Float Glass In One Partition, Exhaust Opening In One Partition & 6 Mm Thk Glass Louvers In One Partition With Using Weight And Size Of Section Not Less Then As Specified Or As Shown In Drawing ,Locking Arrangement,Silicon Sealant ,Epdm Gaskets, Including All Aluminum Fixture And Fittings Etc. Complete . All Gaps Between Civil Work And Aluminium Frames Shall Be Sealed And Made Watertight By Applying Silicone Sealant.Rectangular Tube @0.478Kg/M , Providing And Fixing Of Aluminium Windows With Three Tracks And Three Shutters Sliding Windows With Tubular Frame Sections Powder Coated With Pure Polyster Powder Of Thickness 15-80 Microns With Approved Standard Acessories Such As Ball Bearing Rollers Concealed Lock, 6Mm Plain Clear Glass With Epdm Beading Etc. , Providing And And Laying Antiskid Floor Tiles 12 X 12 Upto 16 X 16 In Of Johnson, Somany, Kajaria (Thickness To Be Specified By The Manufacturer) Of 1St Quality Conforming To Is:15622 Of Approved Make In Shades As Specified Laid On 20 Mm Thick Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Including Pointing The Joints With White Cement And Matching Pigment Etc., Complete A) Dark Shades , Providing And Fixing 1St Quality Ceramic Glazed Wall Tiles (Johnson, Somany, Kajaria )Conforming To Is:15622 (Thickness To Be Specified By The Manufacture Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer-In-Charge In Skirting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @3.3Kg Per Sq.M Including Pointing In White Cement Mixed With Pigment Of Matching Shade Complete. Wall Ceramic Glazed Tiles : 300 X 600 , Providing And Laying Factory Made Shot Blasted Cement Concrete Interlocking Paver Block Of Minimum M35/M40 Grade Made By Heavy Duty Block Making Machine With Strong Vibratory Compaction And Of Aprpoved Size And Design / Shape Laid In 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Coarse Sand, Etc. All Complete As Per The Direction Of Engineer.- In I, Wave, Rectangular, Square Etc. Shapes. The Products Should Comply To Is 15658:2006 And Manfucatured By Iso9001: 2008 Certified Plant. The Shot Blasting Should Be Done Using 0.4-0.5Mm Dia Steel Shots With A Speed Of 3200 Rpm. C) 80 Mm Thick In All Colours Except Grey (M40 Grade) , Providing And Laying Factory Made Shot Blasted Cement Concrete Interlocking Paver Block Of Minimum M35/M40 Grade Made By Heavy Duty Block Making Machine With Strong Vibratory Compaction And Of Aprpoved Size And Design / Shape Laid In 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Coarse Sand, Etc. All Complete As Per The Direction Of Engineer.- In I, Wave, Rectangular, Square Etc. Shapes. The Products Should Comply To Is 15658:2006 And Manfucatured By Iso9001: 2008 Certified Plant. The Shot Blasting Should Be Done Using 0.4-0.5Mm Dia Steel Shots With A Speed Of 3200 Rpm.D) 80 Mm Thick In Grey Colour (M40 Grade) , Providing And Laying Factory Made Shot Blasted Cement Concrete Interlocking Paver Block Of Minimum M35/M40 Grade Made By Heavy Duty Block Making Machine With Strong Vibratory Compaction And Of Aprpoved Size And Design / Shape Laid In 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Coarse Sand, Etc. All Complete As Per The Direction Of Engineer.- In I, Wave, Rectangular, Square Etc. Shapes. The Products Should Comply To Is 15658:2006 And Manfucatured By Iso9001: 2008 Certified Plant. The Shot Blasting Should Be Done Using 0.4-0.5Mm Dia Steel Shots With A Speed Of 3200 Rpm. 60 Mm Thick In All Colours Except Grey (M35 Grade) , Providing And Laying Factory Made Shot Blasted Cement Concrete Interlocking Paver Block Of Minimum M35/M40 Grade Made By Heavy Duty Block Making Machine With Strong Vibratory Compaction And Of Aprpoved Size And Design / Shape Laid In 50 Mm Thick Compacted Bed Of Coarse Sand, Filling The Joints With Coarse Sand, Etc. All Complete As Per The Direction Of Engineer.- In I, Wave, Rectangular, Square Etc. Shapes. The Products Should Comply To Is 15658:2006 And Manfucatured By Iso9001: 2008 Certified Plant. The Shot Blasting Should Be Done Using 0.4-0.5Mm Dia Steel Shots With A Speed Of 3200 Rpm. 60 Mm Thick In Grey Colour (M35 Grade) , Providing And Fixing 18 Mm Thick Gang Saw Cut, Mirror Polished, Premoulded And Prepolished, Machine Cut For Kitchen Platforms, Vanity Counters, Window Sills, Facias And Similar Locations Of Required Size, Approved Shade, Colour And Texture Laid Over 20 Mm Thick Base Cement Mortar 1:4 (1 Cement : 4 Coarse Sand), Joints Treated With White Cement, Mixed With Matching Pigment, Epoxy Touch Ups, Including Rubbing, Curing, Moulding And Polishing To Edges To Give High Gloss Finish Etc. Complete At All Levels. Granite Of Any Colour And Shade, Area Of Slab Over 0.50 Sqm A) Jet Black , Providing 25 Mm Thick Cuddapah Slabs Machine Cut And Polished On Either Side In Partitions Including Making Necessary Grooves In The Wall And Fixing With Cement Mortar, Complete As Directed By The Engineer-In-Charge , Extra For Providing Opening Of Required Size & Shape For Wash Basin/ Kitchen Sink In Kitchen Platform, Vanity Counter And Similar Location In Marble/Granite/Cuddapah Stone Work, Including Necessary Holes For Pillar Taps Etc. Including Moulding, Rubbing And Polishing Of Cut Edges Etc. Complete. , Kotah Stone Slab Flooring Over 20 Mm (Average) Thick Base Laid Over & Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing & Complete With Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) 20 Mm Thick. , Providing And Laying Flamed Finish Granite Stone Flooring In Required Design And Patterns, In Linear As Well As Curvilinear Portions Of The Building All Complete As Per The Architectural Drawings With 18 Mm Thick Stone Slab Over 20 Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) Laid And Jointed With Cement Slurry And Pointing With White Cement Slurry Admixed With Pigment Of Matching Shade Including Rubbing, Curing And Polishing Etc. All Complete As Specified And As Directed By The Engineer : Flamed Finish Granite Stone Slab. Jet Black , Marble Stone Flooring With 18 Mm Thick Marble Stone (Sample Of Marble Shall Be Approved By Engineer-In-Charge) Over 20Mm (Average) Thick Base Of Cement Mortar 1:4 (1 Cement:4 Coarse ) Using : , Providing & Fixing 18 Mm Thk Flame Finish Granite Tread Tiles In Single Piece In Approved Make And Colour With Rounded Off Nosing, Antiskid Groove Laid On 20 Mm (Average) Thick Bed Of Cement Mortar 1:4 (1 Cement : 4 Coarse Sand) With Neat Cement Slurry Including Pointing With Pigmented Cement Slurry To Match The Shade Of Slab, Cleaning Etc. Complete. , Marble Tiles In Risers Of Steps, Skirtings, Dado, Walls And Pillars Laid On 12 Mm (Average) Thick Base Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) And Jointed With Grey Cement Slurry Including Rubbing And Polishing Complete With Kotah Stone Slab Flooring Over 20 Mm (Average Thick Base Of Lime Mortar 1:1:1 (1 Lime Putty : 1 Surkhi : 1 Coarse Sand) Laid Marble Tiles In Risers Of Steps, Skirtings, Dado, Walls And Pillars Laid On 12 Mm (Average) Thick Base Of Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) And Jointed With Grey Cement Slurry Including Rubbing And Polishing Complete With Kotah Stone Slab Flooring Over 20 Mm (Average Thick Base Of Lime Mortar 1:1:1 (1 Lime Putty : 1 Surkhi : 1 Coarse Sand) Laid Plain White Makrana Marble Slab 25 Mm Thick , Providing And Fixing Waterproofing Treatment To Sanitary Blocks Consisting Of Layers Of Laterite Stone Coba Of 75 Mm Thick In Cement Mortar 1:2 Sand Witched Between Two Layers Of Cement Mortar 1:4 (20 Mm Thick ) Mixed With Water Proofing Compound, Top Finishing Coat Of Cement Slurry 6 To 12 Mm Thick With Water Proofing Compound Etc. Complete With 32 Mm Dia Pvc Pressure Relief Pipe Of Adequate Length Including Waterproofing Treatment To 750 Mm Height (Maximum) Of Side Wall, And Bottom Surface In Cement Mortar 1:4 With Waterproofing Compound And Covering 10 Years Guarantee On Court Fee Stamp Of Rs. 100 With Ponding Test Including All Lead, Lift Etc. Complete As Directed By Engineer. , Providing & Fixing In Position Double Skin Roof With Zincalume/ Galvalume Colour Coated & Bare Profile Sheet With Subtle Square Fluting Factory Cut At All Heights For Roof, Side & Gable Cladding Complete In All Respect. Top Sheet-The End Rib Shall Be Designed For Anti-Capillary Action. The Feed Material Should Be Manufactured Out Of Nominal 0.45 Mm Base Metal Thickness (Bmt), Hi-Strength Steel With Min. 550 Mpa Yield Strength, Metallic Hot Dip Coated With Aluminium-Zinc Alloy (55% Aluminium, 43.5% Zinc &1.5% Si) As Per As 1397 - Zincalume Az150 (Min. 150 Gms/Sq.Mt Total On Both Sides) With Quality Paint Coat As Per As/Nzs 2728 Type 3-4. The Paint Shall Have A Total Coating Thickness Of Nominal 35 Μm, Comprising Of Nominal 20 Μm Exterior Smp Coat On Top Surface And Nominal 5 Μm Reverse Backer Coat On Back Surface Over Nominal 5 Μm Primer Coat On Both Surfaces Of Approved Colour Shade. Total Coated Thickness (Tct) Should Be 0.50Mm. Total Painted Thickness (Tpt) Should Be In Addition To 0.50Mm. The Steel Sheet Shall Be Fastened With Nominal 40 Μm Zinc Coated Or Nominal 25 Μm Zinc-Tin Alloy Coated, Hex Head, Self-Drilling Screw As Per As 3566-2002 Class 3 Fasteners Of Approved Make With Epdm Washer As Per The Requirement Considering The Profile Shape And Design Load. The Fastener Size Shall Be Calculated As Per The Design Or Manufacturers Recommendations. The Profile Sheet, Fastener Size Etc. Shall Be Approved By The Engineer. The Sheeting Should Be With Minimum 200Mm Lap & Waterproof With Silicon Sealant Non-Hardening Neutral Cure Type Shall Be Applied At All End Laps, Complete As Directed Z-Sub Girt - Roll Formed Section 50X50x50x1.50 Tct, 120Gsm Galvanised, High Strength (345 Mpa), Approximate Wt. 1.85 Kg/R.M. Fixed With Self Tapping Screws Glass Wool Insulation With Fsk Facing 50Mm With 24 Kg/M3 Density In Between 2 Sheets. Liner Sheet-Bare Galvalume/Zincalume Roofing Sheet Of Same Profile As Top Sheet. The Feed Material Is Of Manufactured Out Of Nominal 0.45 Mm Base Metal Thickness (Bmt) (0.47 Mm Tct), Hi-Strength Steel With Min. 550 Mpa Yield Strength, Metallic Hot Dip Coated With Aluminium-Zinc Alloy (55% Aluminium, 45% Zinc) As Per As 1397 - Zincalume Az150 (Min. 150 Gms/Sq.Mt Total On Both Sides), Passivated & Resin Coated. The Feed Material Should Have Coil ManufacturerS Product Details Marked At Regular Interval For Confirming Genuinity Of The Material. Complete As Per The Directions Of The Engineer. The Steel Manufacturers Test Certificate For The Chemical & Mechanical Properties Of Steel Must Be Submitted For Approval Prior To Installation. , Add For Providing & Fixing Flashings -[Corners, Ridges, Valleys, Gable End & Trims] (Girth Upto 610Mm) Including All The Accessories Complete As Per The Directions Of The Engineer In Charge. , Providing And Fixing Prince Or Equivalent Make Pvc Swr Half Round Eaves Gutter With Bolts, Nuts And Flat Iron Brackets 40 X 3 Mm Size Complete. 140 Mm Nominal Size , Extra For Providing Flat Iron Bracket 50 X 3 Mm Size Instead Of 40 X 3 Mm Size With Necessary Bolts Nuts, Washers Etc. For Fixing A.C. Gutters To Purlins. , Extra For Providing And Fixing Prince Or Equivalent Make Pvc Swr Short Stop Ends For Socketed Half Round Eaves Gutters. 140 Mm Nominal Size , Providing Water Proofing Treatment Over The New Reinforced Cement Concrete Roofs Terrace Toilet By Spreading Cement Slurry Over The Reinforced Cement Concrete Slab And Laying Of 10Cms. Average Laterite Stone Ballast Coba With The Necessary Gradient For Easy Flow Of Rain Water And The Coba In Covered With Damp Proof Of Hindustan Water Proofing Co. Or Equivalent Jointless Water Proofing Plaster Of Mix 1:3 ( 1 Cement : 3 Find Sand), Finished Smooth With Wooden Trowel With False Marking Of 30 Cms Square. The Vertical Surface Of The Adjoining Walls Are To Be Treated Upto A Height Of 30Cms Including Rounding Of Junction (The Rate Includes For Complete Items Including Labour And Materials And Including Cost Of Initial Treatment Of Roof Slab As Follows. The Injunction Of Damp Proof Or Equivalent Compound With Cement Solution Will Be Given As And When Found Necessary For Filling Honey Comb, Cracks Etc. In The Reinforced Cement Concrete Slabs). Note: Cement Consumption 25 Kg/Sq.M. , 12Mm Cement Plaster 1:4 (1 Cement : 4 Fine Sand) , 6Mm Cement Plaster To Ceiling 1: 3 (1 Cement : 3 Fine Sand) , 18Mm Cement Plaster In Two Coats Under Layer 12Mm Thick Cement Plaster 1:5 ( 1 Cement : 5 Coarse Sand) And Top Layer 6Mm Thick With Cement Plaster 1: 3 (1 Cement : 3 Coarse Sand) Finished With Sponge. , Extra For Providing And Mixing Water Proofing Material Proportion Recommended By The Manufacturers. (A)12Mm Cement Plaster 1: 3 (1 Cement : 3 Sand) , Forming & Finishing The 20 Mm Groove In Plastered Surface & Repair The Edges As Per Specifications And Directions Of The Engineer In Charge. , Painting Three Or More Coats With Acryllic Exterior Paint Of Approved Brand And Manufacture (Such As Weather Shield,Apex) Including Applying One Coat Of Cement Primer And One Coat Of Surface Treatment Etc. Complete. , Wall Painting (Two Or More Coats) With Plastic Emulsion Paint Of Approved Brand And Manufacture On New Work To Give An Even Shade. , Painting (Two Or More Coats) With Synthetic Enamel Paint Of Approved Brand And Manufacture In All Shade Or New Work Over And Under Coat Of Suitable Shade With Ordinary Paint Of Approved Brand And Manufacture To Give An Even Shade , Providing And Applying White Cement Based Putty Of Average Thickness 1.00Mm Of Approved Brand And Manufacturer, Over The Plastered Wall Surface To Prepare The Surface Even And Smooth Complete. , Demolishing Reinforced Cement Concrete Work Including Stacking Of Steel Bars & Disposal Of Unserviceable Within 50 Mts. Lead. , Demolishing Laterite Stone Masonry In Cement Mortar Including Stacking Of Serviceable Material & Disposal Of Unserviceable Material Within 50 Mts. Lead. , Dismantling Steelwork In Built Up Sections In Angles, Tees, Flats And Channels Including All Gusset Plates Bolts, Nuts, Cutting Dismembering And Staking Within 50 Mts. Lead , Dismantling G.I. Sheets Roofing Including Ridges, Hips Valleys And Gutters Etc. And Stacking The Material Within 50 Meters Lead. , Dismantling Asbestos Sheet Roofing Including Ridges, Hips Valley And Gutters And Stacking The Material Within 50 Meters Lead. , Dismantling Tiled Roofing (Mangalore Or Pot Or Country Tiles) With Battens Etc. Complete Including Stacking Of Serviceable Material & Disposal Of Unserviceable Material Within 50 Mts. Lead. , Taking Out Existing cement concrete Interlocking Paver Blocks From Footpath/ Central Verge, Including Removal Of Rubbish Etc., Disposal Of Unserviceable Material To The Dumping Ground, For Which Payment Shall Be Made Separately And Stacking Of Serviceable Material Within 50 Metre Lead As Per Direction Of Engineer-In-Charge. , Carting Away Unwanted Excavated Material Such As Soil, Lime, Moorum, Building Rubbish, Laterite Stone, Excavated Earth, Ordinary Rock Etc. From Site Lead Of 5 Km Including All Loading & Unloading Charges ( A ) ( By Mechnaical Automative Transport ) Contractor Should Arrange Land For Dispose Up These Material At His Own Cost Lead Upto 5 Km. , Supplying And Fixing Pre-Cast Cement Concrete Kerb-Stones(Factory Made,The Factory Should Be Iso Certified And Registered Under Dirctorate Of Industries, Govt. Of India) Of M-20 With 20 Mm Nominal Size Granitic/Basaltic Aggregate Properly Consolidated By Mechanical Plat-Form And Vibrators With Smooth Finish Including Fixing At Site Complete As Per Specification. , Supply, Fabrication And Installing In Position Ms Gates Of Required Width And Height Of Including Wicket Gate And Rolling Gate(If Necessary) Of Approved Size Made Of Channels Joists, Angles, Plates, Pipes And Ms Sheets Including Stiffeners, Bracing, Fabricated Hinges, Ms Aldrops Locking Arrangement, Tempered Steel Pivots, Guide Track Of Ms Tee, Ball Bearing Arrangement, Casters Wheels Etc. All Complete As Per Drawing, Specification And As Directed By Engineering In Charge All Complete. The Main Entrance Gate Shall Be Fabricated Out Of Mild Steel Sections Completed With Applying A Priming Coat Of Approved Steel Primer And Two Coats Of Synthetic Enamel Painting. The Structural Steel Works For Gates Shall Include Supply, Fabrication, Transportation, Erection Of Structural Steel Gates Complete With Placing In Position Embedded Parts In Concrete / Brickwork And In Road Surface Including Cutting, Grinding, Drilling Of Holes, Welding And Painting Etc Complete , Constructing Soak Pit 1.20M X 1.20M X1.20M Filled With Laterite Stone Aggregate 125 To 180 Mm Including S.W. Drain Pipe 100 Mm Diameter And 1.2M. Long Complete As Per Standard Design. : , Providing And Fixing Weepholes With Rigid Pvc Make Laid In Position With A Required Slope And Level While Layingpipes Of Approved The Concrete Of Retaining Wall,Wing Wall And Earth Retainig Structure Complete As Directed By The Engineer In Charge A) 110 Mm Dia , Supplying And Fixing Of Precast Reinforced Cement Concrete Slabs(Factory Made,The Factory Should Be Iso Certified And Registered Under Dirctorate Of Industries, Govt. Of India) At Site In Concrete Grade Of M-25 With 20 Mm Nominal Size Granitic Or Basaltic Aggregate, Consolidated By Means Of Mechanical Platform, Vibration Etc. With Lifting Hooks Of M.S. 10Mm Bars And Pvc Cups Including Cost Of Reincforcement, Certificate From Manufacturer Shall Be Produced Indicating Grade Of Concret And Minimum Content Of Steel In The Product Along With 5 Year Free Replacement Warranty In Case Of Breakage Complete And As Directed By Engineer -In -Charge. Size 900 X 400 X 100 Mm With Steel Reinforcement Not Less Than 5.0 Kgs Per Unit -12 T Capacity , Providing & Fixing Of Reinforced Cement Concrete Gril Of Size 1.00 M X 0.6 M Ht Placed And Fixed On Coping Band For Compound Wall As Per Detailed Drawing Etc Complete , Construction Of Deepstambh Of Reinforced Cement Concrete Pillar With Exposed Laterite Masonary Of Octagonal Shape (1500Mm Length Of Each Side And Total Height Of 5500Mm) With Openings For Placing Diya Lamps And Foundation Platform Of Size (1800Mm Length Of Each Side And Height Of 1500Mm) Including Molding,Etc. As Per The Detail Drawings And As Directed By Engineer In Charge. , Providing And Applying Decorative Plastering For Temple At Base Sorrounding(Paduka, Padma And Kumuda For Plinth), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Maximum 450 Mm Height And Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete. , Providing And Applying Decorative Plastering For Piller At The Corner (Ht 4.50 Mt), Using 1:4 Mortar Mixture With Brick Chips, Featuring A 150Mm Offset, And Including Custom Moulding Work As Details In Approved Drawings And Direction By The Engineer. (The Job Involves Applying A Decorative Finish Over The Underlying Structure, Incorporating Special Decorative Features Etc Complete. , Providing And Applying Decorative Plastering For Temple At Base Sorrounding(Adhopadma For Plinth), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Maximum 450 Mm Height And Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete. , Providing And Applying Decorative Plastering For Temple (Cornice Above Adhopadma ), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Maximum 900Mm Height, Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Temple (Big Mantap ), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Max 2100Mm Height, 750Mm Width, Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Temple (Small Mantap ), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Max 1500Mm Height ,750Mm Width, Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Temple (Karnakuta ), Using 1:4 Morter Mixture With Bricks Chips, Featuring A 60Mm Height, 750Mm Width Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Temple (Yalli ), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Max 300Mm Height, Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Temple (Small Statue ), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Max 750Mm Height, ( Maximum 4 Hands & 4 Ayaudhas ) Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Temple (Big Statue ), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Max 1200Mm Height,( Maximum 4 Hands & 4 Ayaudhas ) Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Temple Small Stupi ( Bagil Paik ), Using 1:4 Morter Mixture With Bricks Chips,Featuring A Max 2400Mm X 2400Mm X 1800Mm Height, Including Custom Moulding Work As Details In Approved Drawings And Direction By Engineer Etc Complete (Including Labours, Materials And Scaffolding Etc) , Providing And Applying Decorative Plastering For Flowers At The Ceiling With Dia. 1.20Mt, Using 1:4 Mortar Mixture With Brick Chips, Featuring A 60Mm Offset, And Including Custom Moulding Work As Details In Approved Drawings And Direction By The Engineer. (The Job Involves Applying A Decorative Finish Over The Underlying Structure, Incorporating Special Decorative Features Etc Complete. , Plumbing Works , Proving And Fixing White Vitreous China Wall Hung Type (European Type) Water Closet With Seat And Lid With C.I. Brass Hinges And Rubber Fittings With Flush Valve Nelson/ Similar Fully Chromium Plated With Stop Cock, Wall Flanges, Flush Pipe Or Elbow And Vaccum Breaker Coupling Etc. Including Chair Bracket/Rag Bolts, Cutting & Making Good The Walls And Floors Where Required And Concealed Seat Support - W.C. Pan With White Plastic Seat And Lid , Providing And Fixing Hand Shower (Health Faucet) With 8Mm Dia, Abs/Brass Body With Double Lock 1.00M Long Flexible Tube (Brass Plated Stainless Steel Flexible Hose) And Wall Hook Of Approved Quality Confirming To Is Standards. (All Ewc Including Handicap Toilets) , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Two Way Bib Cock With Single Knob And Wall Flange Conforming To Is 8931:1993 15Mm Nominal Bore , Proving And Fixing White Vitreous China Water Closet Squatting Pan (Indian Type W.C. Pan) Size 580 Mm With 100 Mm Sand Cast Iron P. Or S Trap 10 Litres High Level P.V.C. Flushing Cister (Of Approved Make) With Fittings, Rack Bolts 32 Mm Diameter P.V.C Telescopic Flush Pipe With Fit Tings And Clamps 25Mm P.V.C. Over Flow Pipe With Specials & Mosquito Proof Coupling Of Approved Municipal Design And Nylon Pull Complete Cutting And Making Good The Walls And Floors Where Required Long Pan Pattern W. C. Pan , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Long Body Bib Cock With Wall Flange Jaquar Make Or Equivalent. Confirming To Is 8931;1993 For Orissa Pan. 15Mm Nominal Bore , Providing And Fixing White Vitreous China Flat Back Large Lipped Front Urinal Basin Of 590X375x390mm Size With Urinal Valve Auto Closing System With Built In Control Cock & Wall Flange With Fittings, Spreader, R.S. Or C.I. Brackets, Standard Size C.P. Brassl Flush Pipe And Spreaders With C. P. Brass Unions & C. P. Brass Clamps With Waste Fitting As Per Is 2556, Pvc Trap With Outlet Grating And Other Couplings In Cp Brass Complete, Including Painting, Fittings, Cutting And Making Good The Walls And Floors Where Required. - Range Of One Urinal Basin , Providing And Fixing Vitreous China Wash Basin With Rs Or C.I. Brackets Painted White, 15 Mm C.P. Brass Pillar Taps C.P. Brass Chain With Rubber Plug 32 Mm C.P. Brass Waste Of Pattern, 32 Mm Diameter M.I. Or C.P. Brass Trap And Union Complete, Flat Back Wash Basin Size 550 X 400Mm With A Single 15 Mm C.P. Brass Pillar Taps. , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Bottle Trap Economy Type 32Mm Jaquar Make Or Equivalent. Confirming To Is 8931;1993 , Providing & Fixing Liquid Soap Container With C. P. Brass Lid And Brackets Fixed To Wooden Cleats With C. P. Brass Screws Plastic Container , Providing And Fixing Nahani Trap Of Rigid Pvc (Approved Make) For S.W.R. Pipes Including Lubricating Etc. Complete, Without Door : 110Mm , Providing And Fixing Nahani Trap Of Rigid Pvc (Approved Make) For S.W.R. Pipes Including Lubricating Etc. Complete, Without Door : 75Mm , Providing And Fixing Rigid Pvc S.W. R. (Soil, Waste And Rain Water Drainage Pipes Of Approved Make Including Lubricant Etc. Complete (Single/Double) Socket-Ed : 110Mm Dia , Providing And Fixing Rigid Pvc S.W. R. (Soil, Waste And Rain Water Drainage Pipes Of Approved Make Including Lubricant Etc. Complete (Single/Double) Socket-Ed : 75Mm Dia , Providing And Fixing Rigid Pvc Bend Of Required Degree (Of Approved Make) For S.W.R. Drainage Pipes Of Approved Including Lubricating. 110Mm , Providing And Fixing Rigid Pvc Bend Of Required Degree (Of Approved Make) For S.W.R. Drainage Pipes Of Approved Including Lubricating. 75Mm , Providing And Fixing Rigid Pvc Bend (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete Bend With Door : 110Mm , Providing And Fixing Rigid Pvc Bend (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete Bend With Door : 75 Mm , Providing And Fixing Single Tee Of Rigid Pvc (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete, With Door : 110Mm , Providing And Fixing Single Tee Of Rigid Pvc (Approved Make ) For S.W.R. Pipes Including Lubricating Etc Complete, With Door : 75 Mm , Providing And Fixing R.P.V.C. Vent Cowl: 110Mm , Constructing Brick Masonry Manhole Or Inspection Chamber With Second Class Bricks In Cement Mortar 1:5 (1 Cement :5 Fine Sand) Reinforced Cement Concrete Top Slab With 1:2:4 Mix (1 Cement: 2 Coarse Sand ;4 Graded Stone Aggregate 20Mm Nominal Size Foundation Concrete 1:2:4 Mix (1 Cement ;2 Coarse Sand :4 Graded Stone Agrregate 40Mm Nominal Size) Inside Plastering 12 Mm Thick With Cement Mortar 1:3 (1 Cement :3 Coarse Sand) Finished With A Floating Coat Of Neat Cemetn And Making Channels In Cement Concrete 1:2:4 Mix (1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20 Mm Nominal Size) Neatly Finished Complete As Per Standard Design. Inside Size 90 X80 Cm And 45 Cm Deep Including C.I. Cover With Frame (Light Duty) 455 X610mm Internal Dimensions Total Weight Of Cover Ad Frame To Be Not Less Than 38 Kg. (Weight Of Cover 23 Kg. ) , Providing And Fixing Square Mouth S.W. Gully Trap Grade A Complete With C.I. Grating Brick Masonry Chamber And Water Tight C.I. Cover With Frame Of 300 X 300 Mm Size (Inside The Weight Of The Cover To Be Not Less Than 4.53 Kg.) And Frame To Be Not Less Than 2.72 Kg As Per Standard Design:. 150 X 100 Mm Size P Or S Type , Providing And Fixing Astm Upvc Pipe, Conforming To Astm 2467 With Iso 14001, Including All Upvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Upvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer. Internal Work - Exposed On Wall. Sch-40(Blue)/(White) 25Mm Outer Dia. , Providing And Fixing Astm Upvc Pipe, Conforming To Astm 2467 With Iso 14001, Including All Upvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Upvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer. Internal Work - Exposed On Wall. Sch-40(Blue)/(White) 32Mm Outer Dia. , Providing And Fixing Astm Upvc Pipe, Conforming To Astm 2467 With Iso 14001, Including All Upvc Plain & Brass Threaded Fittings, Including Fixing The Pipe With Clamps At 1.00 M Spacing. This Includes Jointing Of Pipes & Fittings With One Step Upvc Solvent Cement And Testing Of Joints Complete As Per Direction Of Engineer. Internal Work - Exposed On Wall. Sch-40(Blue)/(White) 50Mm Outer Dia , Providing And Fixing Astm Upvc Pipe, Conforming To Astm 2467 With Iso 14001, Including All Upvc Plain & Brass Threaded Fittings, Including Jointing Of Pipes & Fittings With One Step Upvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer. External Work.Sch-40(Blue)/(White) 25Mm Outer Dia. , Providing And Fixing Astm Upvc Pipe, Conforming To Astm 2467 With Iso 14001, Including All Upvc Plain & Brass Threaded Fittings, Including Jointing Of Pipes & Fittings With One Step Upvc Solvent Cement, Trenching, Refilling & Testing Of Joints Complete As Per Direction Of Engineer. External Work.Sch-40(Blue)/(White) 50Mm Outer Dia , Providing And Fixing Non-Return Valve Of Approved Quality : 40 Mm Nominal Bore , Providing And Fixing Ball Valve ( Brass ) Of Approved Quality Low Pressure With Copper Floats 25 Mm Nominal Bore , Providing And Fixing Brass Full Way Valve (Heavy) Duty With Wheel Of Approved Quality : 20 Mm Nominal Bore , Providing And Fixing Brass Full Way Valve (Heavy) Duty With Wheel Of Approved Quality : 25Mm Outer Dia. , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Concealed Work (Medium Duty Sdr 13.5 Pipe) Including Cutting Chases And Making Good The Walls Etc 15 Mm , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Concealed Work (Medium Duty Sdr 13.5 Pipe) Including Cutting Chases And Making Good The Walls Etc 20 Mm , Providing And Fixing Chlorinated Ployvinyl Chloride (Cpvc) Pipes Confirming To Is:15778, Having Thermal Stability For Hot And Cold Water Supply Including All Cpvc Plain And Brass Threaded Fittings Including Fixing The Pipes With Clamps At 1 Mt. Spacing. This Includes Jointing Of Pipes And Fittings With One Step Cpvc Solvent Cement And Testing Of Joints Complete As Per Direction Of The Engineer-In-Charge. Concealed Work (Medium Duty Sdr 13.5 Pipe) Including Cutting Chases And Making Good The Walls Etc25 Mm , Providing At Store Or Site Work Non-Pressure Reinforced Cement Concrete Pipes Of With Collar Joints Conforming To Is:458-2003 Revised As Per Amendment No.11 , Including Freight, Carting, Loading, Unloading, Stacking Etc. Complete 150 Mm , Conveying Carefully From Stack At Site, 250M From Both Sides Rolling And Lowering Into Trenches, Laying And Jointing True To Line And Level, Reinforced Cement Concrete Spun Pressure And Non Pressure Pipes Of Various Classes, Specials Including Collar And Perfect Linking Of Joint With Jack To Correct Position Including Cost Of Jointing Material In Cement Mortar 1:2, Necessary Hydraulic Testing, Curing Of Cement Mortar Etc. Complete. 150 Mm , Providing And Fixing Angular Stop Cock With Wall Flangue - Jaquar Make. Florentine (Flr-5053N) 15Mm Of Approved Quality. , Providing And Placing On Terrace Roof Of Floor Two (1St Flor Roof Single Piece Rotational Moulded Polythene Water Storage Tank Having I S I Mark And Conforming To I S 12701; 1996 1000 Lit. Capacity , Supply Of Inferential, Dry Dial, Type Domestic Water Meter,Suitable For Horizontal Installation, Duly, Sealed Against Tampering With Couplings At Both Ends Having Pulse Output Facility Compatable For Automatic Reading System ,Conforming To Is:779-1974 And Iso 4064-2005 Standards And Bearing Eec/Mid/Oiml Mark, (With Latest Amendments)Along With Test Certificate From Fcri/Nabl As Desired By The Department.25 Mm , Fixing Water Meter & Stop Cock In G. I. Pipe Line Including Cutting & Treading The Pipe And Making Long Screw Etc. Complete (Cost Of Water Meter And Stop Cock To Be Paid Separately) , Providing And Fixing Brass Bib Cock (Heavy) Of Approved Quality : 15 Mm Nominal Bore , Providing And Fixing Stainless Steel A Isi 304 (18/8) Kitchen Sink As Per Is 13983 Including Cutting Of Stone And Making Good The Walls Wherever Required. Kitchen Sink Without Drain Board. With Coupling & All Accessories Complete With Choke Stop Strainer, Plain Type Having Flat Borders For Correct Sandwithing Between The Plaform Top And Bottom Slabs Complete. Overall Size 610Mmx510mm (24X20) Bowl Size 545Mmx445mmx200mm (211/2X 17 1/2X 8) Depth 200 Mm. Glossy. 1.0Mm Thk, , Providing And Fixing Nickel Chrome Plated Copper Alloy Fancy Pillar Cock With Extended Lever Handle And Wall Flange Confirming To Is 8931; 1993 15Mm Nominal Bore , Electrical Works , Supply ,Installation,Testing & Commisioning Of 3 M High Galvanised Decorative Conical Step Pole With Decorative Light Single Bracket Made From 40 Mm. Dia ‘B Class G.I. Pipe, 0.6 To 1M. In Length Along With Pole Cap Of 300Mm / Suitable Length And 80 Mm /Suitable Dia.(Suitable To Pole Top) Duly Welded With Provided Leads, And With Foundation Bolts Having Bottom Dia. From 105 To 141 Mm, Top Dia. From 65 To 77 Mm Complete With All Required Accessories Like Junction Box With 15A Input Output Connectors , 0.5 - 6 A C Curve Sp Mcb For Suitable For Each Light Fittings 3 Core 2.5 Sq. Mm Cu Flex. Cable For Light Fitting From Junction Box To Light Fittings And Its Termination Of Cables Should Be Made Using With Proper Lugs ,Pole Will Be Painted With P U Paint As Per Gtdc Color Choice .Etc.Make-Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply,Installation,Testing,Commisioning Of 40W Decorative Luminaire Made Of Spun Aluminium Body With Pressure Die-Cast Heat Management (Pdchm) And The Ip65 Optical Compartment With High Power Led/S Is Comprised Of A Deep Drawn Chemically Polished And Co-Extruded, Thermoformed Polycarbonate Protector Stabilized Agent Uv Rays Suitable For 40W Led. Fitting Should Be Suspended Mounting Type Fixture. System Wattage:40W Led, Protection Class:Ip65, Driver Integral: Constant Current, Input Voltage: 230-240 Vac, Frequency: 50-60Hz, Operating Voltage:120- 277Vac, Operating Temperature: 0Deg To +50Deg C, Single Phase Ac Supply. Led Lumens: @120Lm/W 4800Lm, Cri(Ra):80, Led Colour Temperature: 3000 To 5700K, Life Span:59,000 Hours,, Physical Body: Die Cast Aluminium Base, Body Spun Aluminium, Diffuser: Convex Type Translucent / V Translucent Polycarbonate Glass, Mounting: Suitable For 48Mm Od Pipe, Finish: Powder Coated Black, Driver Power Factor:0.95, Thd:7.8%,Surge Protection: 4Kv, Efficiency:87%. Fitting Should Have Inbuilt Driver With Efficiency 0.9 And Having Surge Protection Device Of 4Kv And External Surge Protection Device Of 10Kv. Ip65 And Lm79-2019 Report To Be Provided. Make: Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply,Installation,Testing,Commisioning Of Architectural Pole Of 6Mtr Height Single Arm Made Of Galvanised Iron Sections Of 140Mm & 76Mm Dia. Wind Speed Considered In Design 50M/S, Is 875: Part - 3 :1987 .Material For Tubes Steel Of Grade Yst 210. Material For Base Plate Steel Of Grade E250 To Is 2062 ; 2011. The Bracket Will Be Provided With Reducer/Expander For Holding The Suspended Type Fixture On To The Main Pole With All Arrangements Having Position Perpendicular To The Ground. The Bracket Shall Be Single Arm On 6Mtr With A Span Of 1000Mm. The Bracket Top Shall Be Covered With Frp Cap To Enclose The Pipe. The Pole Will Be Placed With A Aluminium Embellishments On The Bottom & Middle Section For Aesthetic & Decorative Purpose. The Pole Will Be Provided With An Inbuilt Ip 65/66 Junction Box To Fix 32Amp Connectors & 6Amp Mcb Inside The Cut Window Of The Bottom Pipe The In Built Box Should Have A Flush Door Of Suitable Size. The Decorative Pole Will Be Mounted On A Square Base Plate Of Size 250 X 250Mm Having 12Mm Thickness. The Mounting Steel Plate Along With Hot Dip Galvanised Foundation Bolts Of Size M16 X 600Mm To Be Used For Ensuring Firm Grouting In The Specially Designed /Provided Reinforced Cement Concrete Foundation. The Galvanised Pole Should Be Painted In 3 Layer Coating (Coating Thickness Should Be More Than 50 Microns Minimum) In Which 1St Layer With Etch Primer, 2Nd Layer With Epoxy Zinc Primer & 3Rd Final Layer With Pu Paint Of Matt Black On Pole And Golden On Aluminium Embellishment Or As Per Gtdc .Make-Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply,Installation,Testing,Commisioning Of 70W Decorative Luminaire Made Of Spun Aluminium Body With Pressure Die-Cast Heat Management (Pdchm) And The Ip65 Optical Compartment With High Power Led/S Is Comprised Of A Deep Drawn Chemically Polished And Co-Extruded, Thermoformed Polycarbonate Protector Stabilized Agent Uv Rays Suitable For 70W Led. Fitting Should Be Suspended Mounting Type Fixture. System Wattage:70W Led, Protection Class:Ip65, Driver Integral: Constant Current, Input Voltage: 230-240 Vac, Frequency: 50-60Hz, Operating Voltage:120- 277Vac, Operating Temperature: 0Deg To +50Deg C, Single Phase Ac Supply. Led Lumens: @120Lm/W 8400Lm, Cri(Ra):80, Led Colour Temperature: 3000K, Life Span:59,000 Hours,, Physical Body: Die Cast Aluminium Base, Body Spun Aluminium, Diffuser: Convex Type Translucent / V Translucent Polycarbonate Glass, Mounting: Suitable For 48Mm Od Pipe, Finish: Powder Coated Black, Driver Power Factor:0.95, Thd:7.8%,Surge Protection: 4Kv, Efficiency:87%. Fitting Should Have Inbuilt Driver With Efficiency 0.9 And Having Surge Protection Device Of 4Kv And External Surge Protection Device Of 10Kv. Ip65 And Lm79-2019 Report To Be Provided. Make: Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply ,Installation,Testing & Commisioning Of Architectural Designed Pole Of 3Mtr Height Post Top Pole Made Of Galvanised Iron Sections Of 114Mm & 60Mm Dia. This Architecturally Designed Pole Is Structurally Sound. Windspeed Considered Should Be As Per Is875:Part 3:1987 ,Material For Tubes Steel Of Grade Yst210.,Material For Base Plate Steel Of Grade E250 To Is2062; 2011. The Pole Will Be Provided With An Inbuilt Junction Box To Fix 16-32Amp Connectors & 6-16Amp Mcb Inside The Cut Window Of The Bottom Pipe The Inbuilt Box Should Have A Flush Door Of Suitable Size With Allenkey Locking On Bothside. The Decorative Pole Will Be Mounted On A Square Base Plate Of Size 200X200mm Having 10Mm Thickness. The Base Plate Shall Have 4 Hole Suitable For M16/450 Foundation Bolts . The Galvanized Zinc Coat Should Not Be Less Than 65+/ 10Microns. The Galvanised Pole Should Be Painted In 3Layer Coating (Coating Thickness Should Not Be Than 80Microns Minimum) In Which 1St Layer With Etch Primer, 2Nd Layer With Epoxy Zinc Primer & 3Rd Final Layer With Pu Paint With Overall 100 +/- 10 Microns. Make: Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supply ,Installation,Testing & Commisioning Of 45-50W Decorative Luminaire Made Of Spun Aluminium Body With Pressure Die-Cast Heat Management (Pdchm) And The Ip65 Optical Compartment With High Power Led/S Is Comprised Of Polished And Co-Extruded, Thermoformed Polycarbonate Protector Stabilized Agent Uv Rays Suitable For 40-45W Led. Fitting Shall Be Post Top Mounting Type Fixture. System Wattage: 40-45W Led, Protection Class:Ip65, Driver Integral: Constant Current, Input Voltage: 230-240 Vac, Frequency: 50-60Hz, Operating Voltage:120- 277Vac, Operating Temperature: 0Deg To +50Deg C, Single Phase Ac Supply, Led Lumens:6000Lm, Cri(Ra):80, Led Colour Temperature: 4000K, Life Span:60,000 Hours,, Physical Body: Die Cast Aluminium Base, Body Spun Aluminium, Diffuser: Convex Type Translucent / V Translucent Polycarbonate Glass, Mounting: Suitable For 48Mm Od Pipe, Finish: Powder Coated Black, Driver Power Factor:0.95, Thd:7.8%,Surge Protection: 4Kv, Efficiency:87%. Fitting Should Have Inbuilt Driver And Having Surge Protection Device Of 4Kv And External Surge Protection Device Of 10Kv . Lm79-2019 Report To Be Provided. Make: Havells, Reytek, Suncity, La Luminie As Required As Directed By The Engineer In-Charge. , Supplying And Erecting Of Concealed Type Step Light With 6W Led Lamp Die-Cast Aluminium Housing Having System Lumens Output Of Min. 500 Lumens, Min. Efficacy Of 100 Lumen/W, Cri80, Cct Upto 5000K, Beam Angle Of 110 Deg., Thd10%, Sdcm5, P.F. 0.95, Operating Range Of 230-270V, Surge Protection Of 2.5 Kv, Life Class Of 25,000 Hrs. At L70b50, Including Driver By Making Necessary Arrangement/Recess In Wall To Make It Flush With Surface ,Ip Rating : Ip 67 ,Ik10 Rated , Connecting Wire, Including Gear Box And Junction Box For Cable Connection Complete And Coated With Epoxy Zinc Phosphate Primer And Finished Using Environmentally Stable Polyurethane Based Paint .Make:- Havells,Reytek,Philips,Crompton,Leksa, La Luminaire, Wipro, Atilite, Nice. As Required As Directed By The Engineer In-Charge. , Supply ,Installation Of Tree Uplighter With Spike,9W Led Lamp Complete With Ip66, 24Vdc, Suitable Watts Driver / Power Supply (If Any), Connecting Wire,.Complete With All Accessories And Coated With Epoxy Zinc Phosphate Primer And Finished Using Environmentally Stable Polyurethane Based Paint .Make:- Havells,Reytek,Philips,Crompton,Leksa, La Luminaire, Wipro, Atilite, Nice. As Required As Directed By The Engineer In-Charge. , Supplying And Erecting Bulk Head Led Fitting Max. 10-12W With High Transitivity Diffuser With System Lumens Output Of Min. 1100 Lumens, Min. Efficacy Of 110 Lumen/W, Cri80, Cct Upto 6500K, Beam Angle Of 120 Deg., Thd0.95, Operating Range Of 140-260V, In Built Surge Protection Of 2.5 Kv, Life Class Of 50,000 Hrs At L70b50, Ip66, Ik09 Rated Including Driver Ip66, Ik09 Rated On Provided Pvc Block / Wooden Board With Accessories Complete. , Supply Of 3 Core Unarmoured Pvc/Xlpe Insulated, Pvc Sheathed Copper Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 Core 2.5 Sq.Mm , Supply Of 3 Core Unarmoured Pvc/Xlpe Insulated, Pvc Sheathed Copper Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 Core 4 Sq.Mm , Supply Of 3 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Copper Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 Core 4 Sq.Mm , Supply Of 4 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Copper Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 4 Core 4 Sq.Mm , Supply Of 3 1/2 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Aluminium Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 1/2 Core 35 Sq.Mm , Supply Of 3 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Aluminium Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 3 Core 16 Sq.Mm , Supply Of 4 Core Armoured Pvc/Xlpe Insulated, Pvc Sheathed Aluminium Conductor Cable Of 1.1 Kv Grade With Isi Mark Conforming To Is:1554(Part I) ,Is:7098(Part I) With Latest Amendments Of Following Size. 4 Core 16 Sq.Mm , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm In The Existing Rcc/Hume/Stoneware Metal Pipe, Etc. Complete As Required , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm Direct In Ground Including Excavation In The Form Of A Trench As Per Cable Trench Drawing Provided By The Engineer-Incharge,Sand Cushioning With Screened Sand Bed Of 20Mm Thick , Protective Covering With Bricks Placed Breadth-Wise On Top Of Cable All Over The Run( The Brick Protection Shall Cover The Cable And Project Atleast 5 Cms Over The Sides Of The Cable) And Backfilling The Excavated Earth Without Stones Or Hard Material And Making The Surface Proper With 15 Cm Crown On The Top Complete As Required. A) In Soily Strata , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Exceeding 25 Sq.Mm But Not Exceeding 120 Sq.Mm Direct In Ground Including Excavation In The Form Of A Trench As Per Cable Trench Drawing Provided By The Engineer-Incharge,Sand Cushioning With Screened Sand Bed Of 20Mm Thick , Protective Covering With Bricks Placed Breadth-Wise On Top Of Cable All Over The Run( The Brick Protection Shall Cover The Cable And Project Atleast 5 Cms Over The Sides Of The Cable) And Backfilling The Excavated Earth Without Stones Or Hard Material And Making The Surface Proper With 15 Cm Crown On The Top Complete As Required. (A) In Soily Strata , Laying Of One Number Additional Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm Direct In Ground In The Same Trench In One Tier Horizontal Formation Including Excavation In The Form Of A Trench As Per Cable Trench Drawing Provided By The Engineer-Incharge,Sand Cushioning With Screened Sand Bed Of 20Mm Thick , Protective Covering With Bricks Placed Breadth-Wise On Top Of Cable All Over The Run( The Brick Protection Shall Cover The Cable And Project Atleast 5 Cms Over The Sides Of The Cable) And Backfilling The Excavated Earth Without Stones Or Hard Material And Making The Surface Proper With 15 Cm Crown On The Top Complete As Required. A) In Soily Strata , Laying Of One Number Pvc Insulated And Pvc Sheathed/Xlpe Power Cable Of 1.1 Kv Grade Of Size Not Exceeding 25 Sq.Mm On Surface, Etc. Complete As Required , Construction Of Manhole Rectangular In Shape Including Cement Concrete 1:3:6 (1 Cement:3 Coarse Sand:6 Graded Stone Aggregate 20Mm Nominal Size) Foundation Thickness Of Concrete 20Cms And Offset 10Cms On Both Sides And First Class Brick Work With Bricks Class Designation 100Kg/Sq.Cm (Wire Cut Bricks) Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) 23Cms Thick Including Providing & Fixing Ci Footrests Confirming To Is 5445/69 Or Revised And Whose Weight Shall Not Be Less Than 5.30Kgs Including Fixing In Man-Hole At 30Cm C / C In 20X 20X10cm Cement Concrete Block 1:3:6 (1 Cement : 3 Coarse Sand : 6 Graded Stone Aggregate 20Mm Nominal Size) And 12Mm Thick Plaster Inside And Outside With Cement Mortar 1:3 (1 Cement : 3 Coarse Sand) Including Adding Waterproofing Compound Of Approved Brand In Cement Mortar With A Floating Coat Of Neat Cement And Making Channel In Cement Concrete 1:2:4 (1 Cement :2 Coarse Sand : 4 Graded Stone Aggregate 20M Nominal Size) Neatly Finished Complete As Per Standard Design. Iii) Inside Size 0.60X0.60M And 0.60M Deep (With Medium Duty Di Manhole Cover & Frame Of Size 0.60X 0.60M Weighing 90Kgs ) Including Fixing With Cement Concrete 1:2:4 ( 1 Cement :2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size And Applying The Frame & Cover With Coal Tar.(Refer Quantity In Drawings) , Providing At Store Or Site Work Non-Pressure Reinforced Cement Concrete Pipes Of With Collar Joints Conforming To Is:458-2003 Revised As Per Amendment No.11 , Including Freight, Carting, Loading, Unloading, Stacking Etc. Complete. C) 150 Mm Dia.Np2 Class , Supplying And Making Cable End Terminations With Brass Compression Gland And Copper Lugs For Folowing Sizes Of 3 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 3 X 1.5/2.5 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Copper Lugs For Folowing Sizes Of 3 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 3 X 4 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Copper Lugs For Folowing Sizes Of 4 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 4 X 4 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Aluminium Lugs For Folowing Sizes Of 3 1/2 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 3 1/2 X 35 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Aluminium Lugs For Folowing Sizes Of 3 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 3 X 16 Sq. Mm. , Supplying And Making Cable End Terminations With Brass Compression Gland And Aluminium Lugs For Folowing Sizes Of 4 Core Pvc Insulated Pvc Sheathed/Xlpe Aluminium Conductor Cable Of 1.1 Kv Grade, Complete As Required. 4 X 16 Sq. Mm. , Supply Installation, Testing And Commissioning Of Following All Outdoor Feeder Pillar-1/Panels Comprising Below Points. 1)-Panels Shall Be Fabricated Out Of 16/14 Swg Crca Sheet Steel, With Necessory Structural Supports In Form Of Structural Steel Sections. 2)-Floor Mounted (Include Stand), Ip-55 Degree Protection, Bottom Or Top Bus Duct Or Cable Entry As Per The Case & Bottom Cable Exit Steel, 2Mm Frame, 1.6 Mm Compartments & Tank Process Treated & 2- Times Epoxy Painted. 3)-Proper Gland Size Holes To Be Provided By The Manufacturer With Proper Sticker And Danger Sign On All Sides Of Panel. 4)-Current Density- 1.2 Ampere/1 Sq.Mm (Is-8623 For Factory Built Assembly). 5)- Earthing Terminal At Both End. 6)-Paint-- Exterior Enclosure Tank Process Treated & 1 Coat Of Epoxy Painted And 2 Coat Of Siemens Grey As Per Shade Ral7032 With Pu Paint For Exterior And Black For Base Frame , Everywhere Maintaining Micron Upto 75. 7)All Starters Are According To Type-Ii Cordination .8)Any Other Related Details As Per Engineer Incharge. Refer Single Line Diagram. Note : Excluding Stabiliser & Energy Meter Cost.Main Incomer - 25 To 100 A Tpn Mccb,Thermal Magnetic ,25Ka -2 Nos.4 Pole Power Contactor 16A To 25 A ,415V -2 Nos.Programmable Digital Almanac Astro Timer Switch With 10 Hrs Battery Backup -2 Nos. Outgoing - 6 A To 32 A, C Series Sp Mcb , 10 Ka-18 Nos. 6 A To 32 A, C Series Tp Mcb , 10 Ka -6 Nos.And Miscellaneous Items, Wire,Selector Switch , Cable Terminal Blocks Etc. Space Provision Only For 3 Phase Meter(300 X 400 ,Lxh) And Stabiliser . , Supply, Installation, Testing And Commissioning Of Electronic Type Three Phase Energy Meter (Kwh), 4 Wire, Isi Marked, In Polycarbonate Or Sgheet Steel Body ( Base Mounting Type) With Counter Display/Lcd Display, With Elt, In Class 1.0, 50 Hz, 240 V. Ac Duly Tested By Mrt Along With Test Certificates, Complete As Required Of Following Capacity Of Make L & T Only. (C) 50 To 100 A , Supply Of 3 Kva 3 Nos. Voltage Stabilizer ,Input Voltage Range (V ) =90-300 V ,Output Voltage (V ) =240 V ,Output Voltage Regulation = 1% Of Nominal Output Voltage,Automatics High & Low Voltage Cut Off Input And Out Put Voltage Circuit Protections, Single Phasing Preventer/Phase Reversal Protection,Over Load & Short Circuit Protection(Use Mcb),Independent Phase Control,Lcd /Led Display For Regulations Mode ,Bypass Mode & Fault Conditions,Automatic Bypass: A Fault Conditions,Protection Class : Ip 20 ,Ambient Temperature : 0 To 45 Degree Celsius ,Wave Form Distortion: Pure Sine Wave. , Supplying And Fixing Following Way Spn Sheet Steel Mcb Distribution Board Consumer Unit 240 V On Surface/ Recess Complete With Tinned Copper Busbar Neutral Busbar Earth Bar Dinnbar Hinged Front Acrylic Cover For The Mcb Knobs Detachable Gland Plate Interconnections Phosphotized And Powder Painted Including Earthing Etc. As Required ( But Without Mcb/Rccb/Isolator) (B) 2 + 8 Way Cat A , Supplying And Fixing 6 A To 32 A, C Series Mcb Suitable For Lighting And Other Loads Of Following Poles In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required. A) Sp, Cat A , Supplying And Fixing 6 A To 32 A, C Series Mcb Suitable For Lighting And Other Loads Of Following Poles In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required. B) Dp, Cat A , Supplying And Fixing Following Rating Double Pole (Single Pole And Neutral) 240 V Rccb Having A Sensitivity Current Upto 300Ma In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required (A) 25 A, Cat A , Supplying And Fixing Following Way Tpn Sheet Steel, Double Door, Horizontal Type Mcb Distribution Board 415 V On Surface/ Recess Complete With Tinned Copper Busbar Neutral Busbar Earth Bar Dinnbar Detachable Gland Plate Interconnections Phosphotized And Powder Painted Including Earthing Etc. As Required ( But Without Mcb/Rccb/Isolator)(C) 6 Way (8+18), Double Door, Horizontal Type Cat A , Supplying And Fixing 6 A To 32 A, C Series Mcb Suitable For Lighting And Other Loads Of Following Poles In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required.(E) Tpn, Cat A , Supplying And Fixing Following Rating Four Pole (Triple Pole And Neutral) 415 V Rccb Having A Sensitivity Current Upto 300Ma In The Existing Mcb Db Complete With Connections Testing And Commissioning Etc As Required (A) 25 A, Cat A , Supplying And Fixing Sp Blanking Plate In The Existing Mcb Db Complete As Required. , Supply , Installation , Testing And Commissioning Of Cable Junction Boxes Ip 66/67 Weather Proof(Size -155 X 210 X 92 (Lxbxh)Mm + Cable Termination Upto 16 Sqmm Size.), For Outdoor Installation(With Knockouts For Cable Entry) With All Accessories. Make: Hensel ,Neptune As Required As Directed By The Engineer In-Charge , Isolator 2 Pole 40A, Cat A , Earthing With Gi Earth Pipe 2 Mts Long 40 Mm Dia Medium Class With Isi Mark, Of Approved Brands Including Accessories And Providing Masonry Enclosure With Ci/Rcc Cover Having Locking /Lifting Arrangement And Watering Pipe Etc. (But Without Charcoal Or Coke And Salt) As Required As Per The Earthing Drawing Provided By The Engineer-Incharge.The Scope Of Work Includes The Following: A) Excavation Of Pit Of Size Not Less Than 1.0X1.0X 2.0 Mtrs(Min) And Disposal Of Excavated Soil. B) Class B Gi Pipe, 40Mm Diameter As Per Specifications. C) Charcoal/Salt As Per Specs ( Paid Seperately). D) Refilling The Pit Of Size Not Less Than 1.0X1.0X 2.0 Mtrs(Min) With Soft Black Soil Of Minimum Resistivity I/C Transportation. E)Masonary Chamber With Proper Foundation, Cover Plate And Locking Arrangement. F) Testing Of Earth Value With Earth Megger And Certifications Of Its Value. Aluminium Tag With Embossed Earthing Value To Be Attached To The Pipe . G)Watering Arrangement(Plumbing Will Be Paid Seperately). (B) In Rocky Strata , Earthing With Gi Earth Plate 600 Mm X 600 Mm X 6 Mm Thick Including Accessories And Providing Masonry Enclosure With Ci/Rcc Cover Having Locking/Lifting Arrangement And Watering Pipe Etc. (But Without Charcoal Or Coke And Salt) As Required As Per The Earthing Drawing Provided By The Engineer-Incharge.The Scope Of Work Includes The Following: A) Excavation Of Pit Of Size 1.0X1.0X 3.0 Mtrs(Min) And Disposal Of Excavated Soil. C)Watering Gi Pipe, 20Mm, Class B, With Funnel As Per Specs. D) Charcoal/Salt As Per Specs ( Paid Seperately). E) Refilling The Pit Of Size 1.0X1.0X 3.0 Mtrs(Min) With Soft Black Agriculture Soil Of Minimum Resistivity I/C Transportation. E)Masonary Chamber With Proper Foundation, Cover Plate And Locking Arrangement. F) Testing Of Earth Value With Earth Megger And Certifications Of Its Value. Aluminium Tag With Embossed Earthing Value To Be Attached To The Pipe.G)Watering Arrangement(Plumbing Will Be Paid Seperately). B)In Rocky Strata , Extra For Using Salt And Charcoal For Pipe Earth Electrode As Required( 65 Kgs Of Charcoal And 5 Kgs Of Salt). , Extra For Using Salt And Charcoal For Gi Or Copper Plate Earth Electrode As Required( 96 Kgs Of Charcoal And 5 Kgs Of Salt) , Supplying And Laying 25 Mm X 6 Mm Gi Strip At 0.5 M Below Ground As Strip Earth Electrode Including Soldering Etc. As Required , Providing And Fixing 25 Mm X 5 Mm Gi Strip On Surface Or In Recess For Coneections Etc. As Required , Supplying And Laying 6 Swg Gi Wire At 0.5 M Below Ground Level For Conductor Earth Electrode Including Soldering Etc. As Required , Wiring For Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable In Recessed Pvc Conduit(Heavy) With Modular Switch, Modular Plates, Suitable Size Modular Gi Box Of Specified Category And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. A) Group B -- With Cat A Modular Accessories , Wiring For Group Controlled Light Point/ Fan Point/ Exhaust Fan Point/ Call Bell Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable (With)In Recessed Pvc Conduit(Heavy) And Earthing The Point With 1.5 Sq.Mm Frls Pvc Insulated Copper Conductor Single Core Cable Etc. As Required. , Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor Single Core Cable In The (With) Independent Recessed Pvc Conduit(Heavy) Of Appropriate Size As Required. B) 2 X 2.5 Sq.Mm + 1 X 2.5 Sq.Mm Earthwire (20Mm Conduit) , Wiring For Circuit/ Submain Wiring Alongwith Earth Wire With The Following Sizes Of Frls Pvc Insulated Copper Conductor Single Core Cable In The (With) Independent Recessed Pvc Conduit(Heavy) Of Appropriate Size As Required. (C) 2 X 4 Sq.Mm + 1 X 4 Sq.Mm Earthwire (20Mm Conduit) , Supplying And Fixing Of Following Sizes Of Rigid Pvc Conduit Alongwith Accessories In Surface(Medium)/Recess(Heavy) Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. B) 25 Mm , Supplying And Fixing Of Following Sizes Of Rigid Pvc Conduit Alongwith Accessories In Surface(Medium)/Recess(Heavy) Including Cutting The Wall And Making Good The Same In Case Of Recessed Conduit As Required. (C) 32 Mm , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required (A) 5/6 A Switch Cat A , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required (D) 3 Pin 5/6 A Socket Outlet Cat A , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required B) 15/16 A Switch Cat A , Supplying And Fixing Following Modular Switch/ Socket On The Existing Modular Plate And Switch Box Including Connections But Excluding Modular Plate Etc. As Required D) 6 Pin 15/16 A Socket Outlet Cat A , Supplying And Fixing Modular Blanking Plate On The Existing Modular Plate Switch Box Excluding Modular Plate Etc. As Required A) Cat A , Supplying And Fixing Following Size Modular Gi Box Alongwith Modular Base And Cover Plate For Modulator Switches In Recess Etc. As Required (A) 1 Or 2 Module ( 75 Mm X 75 Mm) Cat A , Supplying And Fixing Following Size Modular Gi Box Alongwith Modular Base And Cover Plate For Modulator Switches In Recess Etc. As Required B) 4 Module ( 125 Mm X 7 Mm) Cat A , Supplying And Fixing Following Size Modular Gi Box Alongwith Modular Base And Cover Plate For Modulator Switches In Recess Etc. As Required (C) 6 Module (200Mm X 75 Mm) Cat A , Supplying & Erecting Of Led 9 To 10W Tube Light Fitting (2 Feet) With Pc Housing, Heat Sink, Integrated Hf Electronic Driver Complete. Make: Philips, Reytek, Leska, Crompton, Wipro, Havells As Required As Directed By The Engineer In-Charge , Supplying & Erecting Of Led 20W Tube Light Fitting (4 Feet) With Aluminium Housing, Heat Sink, Integrated Hf Electronic Driver Complete.(Includes Suspension Accessories). Make: Philips, Reytek, Leska, Crompton, Wipro, Havells As Required As Directed By The Engineer In-Charge , Supplying & Erecting Of Ip 20 Led 40W Tube Light Fitting (4 Feet) With Aluminium Housing, Heat Sink, Integrated Hf Electronic Driver Complete.(Includes Suspension Accessories). Make: Philips, Reytek, Leska, Crompton, Wipro, Havells As Required As Directed By The Engineer In-Charge , Supplying & Erecting Of Ip 66 Led 20W Tube Light Fitting (4 Feet) With Aluminium Housing, Heat Sink, Integrated Hf Electronic Driver Complete.(Includes Suspension Accessories). Make: Philips, Reytek, Leska, Crompton, Wipro, Havells As Required As Directed By The Engineer In-Charge , Supplying And Erecting Outdoor Type/Ip65 12W Ceiling-Mounted Led Downlight Having Extruded And Die Cast Aluminium Housing With High Corrosion Resistance Surface Finish With Integral Control Gear And Beam Angles - Narrow, Medium, Wide ,Complete With All Required Accessories .Make: Philips, Reytek, Leska, Crompton, Wipro, Havells As Required As Directed By The Engineer In-Charge , Supply And Erecting Of 12 Inch (300 Mm Sweep) Exhaust Fan With Double Ball Bearings, 1400 Rpm, Complete With All Accessories. (A) Cat A , Supply And Erecting Of 48 Inch ( 1200Mm Sweep) Ceiling Fan, Double Ball Bearing Type, , Complete With All Accessories. (B) Cat B , Supply And Erecting Fan Hook Box ( 100 Mm Diameter Or Equivalent Square Size, 75Mm Deep) Fabricated Out Of 16 Swg Sheet Steel With 10 M Round Bar Hook Bounded To Reinforced Cement Concrete Steel Upto 50 Mm Length Protruding On Each Side Of The Box, Including Painting With 2 Coats Of Red Oxide, Complete As Required. , Supplying And Fixing Stepped Type Electronic Fan Regulator On The Existing Modular Plate Switch Box Including Connections But Excluding Modular Plate Etc. As Required (A) Cat A , Gi Pipe Medium Class 25 Mm (Civil Gsr 1034 (F)(Iii)) , Supply Of 2Kva ,1Ph In - 1Ph Out True Online Ups System In Standalone Configuration With Advance Dsp Based Technology Double Conversion Igbt Rectifier And Igbt Based Inverter Ups System With Cabinet And Smf Battery Backup For 60 Mins. Using 12V Batteries Including Battery Protection M.S Rack Suitable Dimension, Standard Rating Cable For Interlinks Cable And D.C Cable Up To Standard Length In Mtrs From Ups To Batteries Including Labour Charges For Installation Testing And Commission And Carrying Charges.(With Out Isolation Transformer)
Contract Date: Jul 03, 2026 Contract Value : ₹ 5.42 Crore
Government Departments No of Bidders 2
Goa View Result →
3.
Housing Urban and Rular Development #10900458 Technical Bid
Tender For Stage Contract For Sub Division Chadoora. (Adv.Cost= Rs 17.00 Lacs)- 1 Engagements Of Jcb For Execuation Of Works Of Various Natures 2 Surface Dressing Of The Ground Including Removing Vegetation And Inequalities Not Exceeding 15 Cm Deep And Disposal Of Rubbish, Lead Upto50 M And Lift Upto 1.5 M In -All Kinds Of Soil 3 Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) In Trenches For Foundations, Drains, Pipes, Cables Etc. (Not Exceeding 1.5 M In Width) And For Shafts, Wells, Cesspits And The Like Not Exceeding 10 Sqm On Plan, Including Dressing Of Sides And Ramming Of Bottoms Lift Upto 1.5 M, Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed, ( All Kinds Of Soil) 4 Earth Work In Bulk Excavation By Mechanical Means (Hydraulic Excavator) Over Areas (Exceeding 30 Cm In Depth, 1.5 M In Width As Well As 10 M2 On Plan) Including Disposal Of Excavated Earth Lead Upto 50 Meters And Lift Upto 1.5 M, As Directed By Engineer-In-Charge. All Kinds Of Soil : 5 Earth Work In Excavation By Manual Means In Trenches For Foundations, Drains, Pipes, Cables Etc .Upto Required Depth ) And For Shafts, Wells, Cesspits Including Dressing Of Sides And Ramming Of Bottoms , Including Getting Out Excavated Earth And Disposal Of Surplus Excavated Earth As Directed, ( All Kinds Of Soil), 1 M From Cutting Edge 6 Providing & Laying Of Stone Soling Tightly Hand Packed Including Watering, Ramming And All Other Carriages, Complett Job 7 Supply And Filling Of Khak Bajri/ Nallah Muck Including Spreading, Watering, Ramming, Compacting With Prr Of 8 To 10 Tonne Capacity Including Carriage Of The Same From Approved Source Upto Site Of Work Complete For Berms Etc 8 Providing / Laying Of Rcc Pipes In Proper Position/ Grade Including Cutting Of Road Surface Upto Required Depth, Providing Requisite Cushion Including Carriage Of All Materials And Pipes Upto Site Of Work Complete Of Different Dia 9 9 Dia 10 12 Dia 11 18 Dia 12 24 Dia 13 36 Dia 14 32\Dia 15 40 Dia 16 Providing / Laying Of Ms Pipes In Proper Position/ Grade Including Cutting Of Road Surface Upto Required Depth, Providing Requisite Cushion Including Carriage Of All Materials And Pipes Upto Site Of Work Complete. 17 6 Dia 18 8 Dai 19 10 Dia 20 12 Dia 21 Scarifying Metalled (Water-Bound) Road Surface Including Disposal Of Rubbish Lead Upto 50M And Consolidation Of The Aggregate Received From Scarifying With Power Road Roller Of 8 To 10 Tonne Capacity 22 Providing Laying Watering And Compacting With (80-100) K.N Road Roller Gsb Filling Having Aggregate Size Not Exceeding 90Mm Granular Sub Base Material To Specified Lines, Grades Cross Sections All Inclusive Leads, Lifts, Loading, Unloading, Head Load If Any And Carriage Of Materials From Nearest Approved Source To Site Of Work Complete. Finished Work To Be Measured And Paid. 23 Supply, Stacking, Laying, Spreading And Compacting Of Graded Stone Aggregate Of (63Mm To 45Mm Size) Wbm G-Ii In Uniform Thickness Including Rolling With Prr 8-10 Capacity In Stages To Proper Grade And Camber Applying And Brooming Requisite Type Of Stone Screenings 13.2Mm Size And Binding Material To Fill Up The Interstices Of Coarse Aggregate Watering Compacting To Required Density (Finished Work Shall Be Paid) With All Leads, Lifts And Carriages As Involved From Source Up To Site Of Work Complete Job. 24 Providing, Laying, Spreading And Compacting Graded Stone Aggregate (Size Range 53Mm To 0.075 Mm) To Wet Mix Macadam Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant, Transporting The Mix Material By Mechanical Transport From The Plant Upto The Site Of Work, Laying The Mixed Material In Uniform Layers With Mechanical Paver Finisher On Well Prepared Surface And Compacting The Same With Vibratory Roller Of 8 To 10 Tonne Capacity To Achieve The Desired Density / Compaction As Per Specifications And Directions Of Engineer Incharge, Including Cost And Carriage Of All Materials, Hire Charges Of Machinery, All Taxes Etc Complete 25 Scarifying The Existing Bituminous Road Surface To A Depth Of 50Mm And Disposal Of Scarified Material Within All Lifts And Lead Upto 1 Km (By Mechanical Means). 26 Providing And Applying Of Tack Coat Using Hot Straight Run Bitumen Of Grade Vg 10 @ 0.75 Kg / Sqm ( On Wbm Surface Surface) Including Heating The Bitumen, Spraying The Bitumen With Mechanically Operated Spray Unit Fitted On Bitumen Boiler Cleaning And Preparing The Xisting Road Surface As Per Specification Including Cost And Carraige Of All Materials Upto Site Of Work Complete Carraige Of All Materials Upto Site Of Work Complete 27 Providing And Applying Of Tack Coat Using Hot Straight Run Bitumen Of Grade Vg 10 @ 0.5Kg / Sqm ( On Bt Surface Surface) Including Heating The Bitumen, Spraying The Bitumen With Mechanically Operated Spray Unit Fitted On Bitumen Boiler Cleaning And Preparing The Xisting Road Surface As Per Specification Including Cost And Carraige Of All Materials Upto Site Of Work Complete Carraige Of All Materials Upto Site Of Work Complete 28 Providing And Laying 50Mm Thick Bituminous Macadam Base Course With Stone Aggregate Of Quarry, Size And Grading As Specified In Cpwd Specifications And Bitumen Of Grade Vg 10 @ 3.3% By Weight Of Total Mix Including Hot Mixing Of Stone Aggregate And Bitumen In Hot Mix Plant, Transporting The Mixed Material From Plant Upto Site Of Work And Laying The Mixed Material With Paver Finisher To The Required Level And Grade, Rolling With Road Roller Of 8 To 10 Tonne Capacity To Achieve The Required Compaction And Density Including Cost And Carriage Of All The Materials, Hire Charges Of Machinery, All Taxes Etc Complete 29 Providing And Laying Of 25Mm Thick (Compacted) Semi Dense Bituminous Concrete Surface Using Crushed Stone Aggregate Of Specified Grading As Per Specification And Bitumen Of Grade Vg 10 @ 5% By Weight Of Total Mix Including Hot Mixing Of The Stone Aggregate And Bitumen In Hot Mix Plant, Transporting The Mixed Material From Plant Site By Mechanical Transport Upto The Site Of Work, Laying The Mixed Material With Paver Finisher To Required Level And Grade And Rolling With Road Roller As Per Morth Specification To Achieve The Desired Compaction / Density Including Cost And Carriage Of The All Materials, Hire Charges Of Machinery, All Taxes Etc Complete 30 Providing And Laying 6Mm Thick Seal Coat Of Premixed Fine Aggregate (Passing 2.36Mm And Retained On 180 Micron Sieve) With Bitumen Using 126 Kgs Of Bitumen Of Grade Vg 10 Bitumen Per Cum Of Fine Aggregate And 0.60 Cum Of Fine Aggregate Per 100 Sqm Of Road Surface (I.E, 0.768 Kg Of Bitumen Per Sqm Of Road Surface) Including Hot Mixing Of Fine Aggregate And Bitumen In Hot Mix Plant, Transporting The Mixed Material From Plant Site By Mechanical Transport Upto Site Of Work, Laying The Mixed Material With Paver Finisher To Required Level And Grade, Rolling With Road Roller To Achieve Desired Compaction Including Cost And Carriage Of All The Materials, Hire Charges Of Machinery, All Taxes Etc Complete 31 P/L In Position Cement Concrete In 1 : 4 : 8 (1 Cement : 4 Coarse Sand : 8 Graded Crushed Stone Aggregate, 40Mm Nominal Size) Excluding The Cost Of Centering And Shuttering But Including Carriage Of All Materials From Approved Sources Up To Site Of Work Complete. 32 P/L In Position Cement Concrete In 1 : 3 : 6 (1 Cement : 3 Coarse Sand : 6 Graded Crushed Stone Aggregate, 20Mm Nominal Size) Excluding The Cost Of Centering And Shuttering But Including Carriage Of All Materials From Approved Sources Up To Site Of Work Complete, All Works Upto Plinth Level 33 Providing And Laying Cement Concrete In 1 : 3 : 6 (1 Cement : 3 Coarse Sand : 6 , 20 Mm Crushed Graded Stone Aggregates) In Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters, Columns, Piers, Abutments, Pillars, Posts, Struts, Buttresses, String Or Lacing Courses, Parapets, Coping, Bed Blocks, Anchors Blocks, Plain Window Sills, Fillets Etc Upto Floor V Level, Including Curing But Excluding The Cost Of Centring, Shuttering And Finishing With, Including Carriage Of All Materials 34 P/L In Position Cement Concrete In 1 : 2 : 4 (1 Cement : 2 Coarse Sand : 4 Sand) Graded Crushed Stone Aggregate, 20Mm Nominal Size) Excluding The Cost Of Centering And Shuttering But Including Carriage Of All Materials From Approved Sources Up To Site Of Work Complete, All Works Upto Plinth Level 35 Providing And Laying Cement Concrete In 1 : 2 : 4 (1 Cement : 2 Coarse Sand : 4 Stone Aggregates) In Retaining Walls, Return Walls, Walls (Any Thickness) Including Attached Pilasters, Columns, Piers, Abutments, Pillars, Posts, Struts, Buttresses, String Or Lacing Courses, Parapets, Coping, Bed Blocks, Anchors Blocks, Plain Window Sills, Fillets Etc Upto Floor V Level, Including Curing But Excluding The Cost Of Centring, Shuttering And Finishing With, Including Carriage Of All Materials 36 Providing And Laying In Position In 1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Crushed Stone Aggregates) Of Reinforced Cement Concrete Including Curing But Excluding The Cost Of Centering, Shuttering, Finishing And Reinforcement. All Works Upto Plinth Level, Including Carriage Of All Materials 37 Reinforced Cement Concrete Work In Walls (Any Thickness) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Upto Floor Five Level Including Curing But Excluding Cost Of Centering Shuttering, Finishing And Reinforcement Using 1:1½:3 (1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size), Including Carriage Of All Materials 38 Reinforced Cement Concrete Work In Beams, Suspended Floors, Roofs Having Slope Upto 15°, Landings, Balconies, Shelves, Chajjas, Lintels, Bands, Plain Window Sills, Staircases And Spiral Stair Cases Upto Five Level Including Curing But Excluding The Cost Of Centring, Shuttering, Finishing And Reinforcement With 1:1½:3 (1 Cement : 1½ Coarse Sand : 3 Graded Stone Aggregate 20 Mm Nominal Size), Including Carriage Of All Materials 39 Centering And Shuttering Including Strutting, Propping Etc. And Removal Of Form For 40 Foundations, Footings, Bases Of Columns Etc. For Mass Concrete 41 Walls (Any Thickness) Including Attached Pilasters, Buttresses, Plinth And String Courses Etc. 42 Suspended Floors, Roofs, Landings, Balconies And Access Platforms 43 Columns, Pillars, Piers, Abutments, Posts And Struts 44 Steel Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding All Complete Upto And Abone Plinth Level Using Thermo-Mechanically Treated Bars Of Grade Fe-500D Or More, Including Carriage Of All Materials 45 50Mm Thick Cement Concrete Flooring 1:2:4 (1 Cement: 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size) Finished Wit A Floating Coat Of Neat Cement Including Carriage Of All Materials From Approved Sources Upto Site Of Work Complete 46 40Mm Thick Cement Concrete Flooring 1:2:4 (1 Cement: 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size) Finished Wit A Floating Coat Of Neat Cement Including Carriage Of All Materials From Approved Sources Upto Site Of Work Complete 47 25Mm Thick Cement Concrete Flooring 1:2:4 (1 Cement: 2 Coarse Sand : 4 Graded Stone Aggregate 20Mm Nominal Size) Finished Wit A Floating Coat Of Neat Cement Including Carriage Of All Materials From Approved Sources Upto Site Of Work Complete 48 12Mm Cement Plaster Of Mix 1 : 4 ( 1 Cement : 4 Fine Sand), Including Carriage Of All Materials 49 Random Rubble Masonry With Quarry Hard Stone In Foundation And Plinth Including Leveling Up With Cement Concrete 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20Mm Nominal Size) Upto Plinth Level And Curing Complete With Cement Mortar 1:6 (1 Cement : 6 Coarse Sand), Including Carriage Of All Materials 50 Random Rubble Masonry With Quarry Hard Stone In Superstructure Above Plinth Level And Upto Floor Five Level, Including Levelling Up With Cement Concrete In 1:6:12 (1 Cement : 6 Coarse Sand : 12 Graded Stone Aggregate 20Mm Nominal Size) And Curing Complete At Window Sills, Ceiling Level And The Like In Cement Mortar 1:6 (1 Cement : 6 Coarse Sand), Including Carriage Of All Materials 51 Dry Random Rubble Masonry With Quarry Hard Stone In Foundation And Plinth With Bond Stone, Including Carriage Of All Materials 52 Pointing On Stone Work With Cement Mortar 1 : 3 (1 Cement : 3 Fine Sand) : Flush/Ruled Pointing, Including Carriage Of All Materials 53 Backfilling By Way Of 2Nd Class Stones Behind R Walls, Edge Walls, Toe Walls, Drain Blocks Etc Including All Carriages, Complete Job 54 Supplying And Laying Hand Packing Of 2Nd Class Stones/Boulders In Wire Crates Including Cost Of Crates And Stones, All Carriages Involved, Complete Job 55 Supplying And Laying Hand Packing Of Quarry Stones In Wire Crates Including Cost Of Crates And Stones, All Carriages Involved, Complete Job 56 Engagement Of Unskilled Labour /Masdoor For One Day 57 Engagement Of Skilled Labour With All Machinary Like Cutters , Axe Etc For Purning Of The Trees 58 Silt Clearance From Drains (Wet) By Manual Or Mechanical Means Including Disposal Of Rubbish As Directed At Site By The Engineer In Charge Of Site 59 Clearance Of Slips Including Disposal Of Same As Directed By Engineer In Charge Of Site In 60 In Ordinary Soils 61 In Soils; Mixed With Moorum/Kankar/Shingle/Boulders 62 In Soils; Mixed With Decomposed Rocks; By Blasting Or Anyother Means 63 In Medium Hard Rocks ; By Blasting 64 In Hard Rocks; By Blasting 65 Providing & Erecting \W\ Metal Beam Crash Barrier Comprising Of 3 Mm Thick Corrugated Sheet Metal Beam Rail, 70 Cm Above Road/Ground Level , Fixed On Ismc Series Channel Vertical Post, 150 X 75 X 5 Mm Spaced 2 M Centre To Centre, 1.80 M High, 1.1 M Below Ground Level , All Steel Parts And Fitments To Be Galvanised By Hot Drip Process, All Fittings To Conform Is: 1367 And Is: 1364, Metal Beam Rail To Be Fixed On The Vertical Post With A Spacer Of Channel Section 150 X 75 X 5 Mm, 330 M Long, Complete Job, As Per Morth Clause 810, Including Carriage Of All Materials 66 Structural Steel Work In Welded Single Section, Fixed With Or Without Connecting Plate, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete, Including Carriage Of All Materials 67 Structural Steel Work In Welded Built Up Sections, Trusses And Framed Work, Including Cutting, Hoisting, Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete, Including Carriage Of All Materials 68 Providing And Fixing Hand Rail Of Approved Size By Welding Etc. To Steel Ladder Railing, Balcony Railing, Staircase Railing And Similar Works, Including Applying Priming Coat Of Approved Steel Primer, Gi Pipes, Including Carriage Of All Materials 69 Providing And Fixing Bolts Including Nuts And Washers Complete, Including Carriage Of All Materials 70 Providing And Fixing M.S. Rivets Of Sizes In Position, Including Carriage Of All Materials 71 Welding, Including Transportation Of Plant At Site Etc. Complete 72 By Gas Plant 73 By Electric Plant 74 Painting Road Surface Marking With Adequate No. Of Coats To Give Uniform Finish With Read Mixed Road Marking Paint Conforming To Is: 164, On Bituminous Surface In White/Yellow Shade Including Cleaning The Surface Of All Dirt, Scales, Oil, Grease And Foreign Material Etc. Complete 75 New Work (Two Or More Coats) 76 Old Work ( One Or More Coats) 77 Providing And Laying Design Mix Cement Concrete Of M-30 Grade, In Roads/Taxi Tracks/ Runways, Using Cement Content As Per Design Mix, Using Coarse Sand And Graded Stone Aggregate Of 40 Mm Nominal Size In Appropriate Proportions As Per Approved & Specified Design Criteria, Providing Dowel Bars With Sleeve/ Tie Bars Wherever Required, Laying At Site, Spreading And Compacting Mechanically By Using Needle And Surface Vibrators, Leveling To Required Slope/ Camber, Finishing With Required Texture, Including Steel Form Work With Sturdy M.S. Channel Sections, Curing, Making Provision For Contraction/ Expansion, Construction & Longitudinal Joints ( 10 Mm Wide X 50 Mm Deep) By Groove Cutting Machine, Providing And Filling Joints With Approved Joint Filler And Sealants, Complete All As Per Direction Of Engineer-In- Charge (Item Of Joint Fillers, Sealants, Dowel Bars With Sleeve/ Tie Bars To ,Be Paid Separately), Including Carriage Of All Materials Note:-Cement Content Considered In M-30 Is @ 340 Kg/Cum. Excess/ Less Cement Used As Per Design Mix Is Payable/ Recoverable Separately. 78 Cement Concrete Prepared With Batch Mixing Machine 79 Cement Concrete Manufactured In Automatic Batching Plant(Rmc Plant) I/C Transportation To Site In Transit Mixer 80 Providing And Laying 60Mm Thick Factory Made Cement Concrete Interlocking Paver Block Of M-30 Grade Made By Block Making Machine With Strong Vibratory Compaction And Of Approved Size And Design/Shape Laid In Required Colour And Pattern Over And Including 50Mm Thick Compacted Bed Of Fine Sand, Filling The Joints With Coarse Sand Etc. All Complete As Per Direction Of Engineer-In-Charge, Including Carriage Of All Materials 81 Providing And Applying 2.5Mm Thick Road Marking Strips (Retro-Reflective) Of Specified Shade/Colour Using Hot Thermoplastic Material By Fully/Semiautomatic Thermoplastic Paint Applicator Machine Fitted With Profile Shoe, Glass Beads Dispenser, Propane Tank Heater And Profile Shoe Heater, Driven By Experienced Operator On Road Surface Including Cost Of Material, Labour, T&P, Cleaning The Road Surface Of All Dirt, Seals, Oil, Grease And Foreignmaterial Etc. Complete As Per Direction Of Engineer-In-Charge And Accordance With Applicable Specifications 82 Providing And Laying C.C. Pavement Of Mix M-25 With Ready Mixed Concrete From Batching Plant. The Ready Mixed Concrete Shall Be Laid And Finished With Screed Board Vibrator, Vacuum Dewatering Process And Finally Finished By Floating, Brooming With Wire Brush Etc. Complete As Per Specifications And Directions Of Engineer-In-Charge. (The Panel Shutteringwork Shall Be Paid For Separately).Note: Cement Content Considered In This Item Is 303 Kg/ Cum Excess/Less Cement Used As Per Design Mix Is Payable/Recoverable Separately 83 Providing And Laying At Or Near Ground Level Factory Made Kerb Stone Of M-25 Grade Cement In Position To The Required Line, Level And Curvature Jointed With Cement Mortar 1:3 (1 Cement: 3 Coarse Sand) Including Making Joints With Or Without Grooves (Thickness Of The Joints Except At Sharp Curve Shall Not To Be More Than 5Mm) Including Making Drainage Opening Wherever Required Complete Etc. As Per Direction Of Engineer-In Charge (Length Of Finished Kerb Edging Shall Be Measured For Payment). (Precast C.C. Kerb Stone Shall Be Approved By Engineer-In-Charge), Including Carriage Of All Materials 84 Manufacturing Supplying And Fixing Retro Reflective Sign Boards Made Up Of 2Mm Thick Aluminum Sheet, Face To Be Fully Covered With High Intensity Encapsulated Type Heat Activated Retro Reflective Sheeting Conforming To Type-Iv Of Astm-D-4956-01 In Blue And Silver White Or Other Colour Combination Including Subject Matter, Message (Bi-Lingual), Symbols And Borders Etc. As Per Irc : 67-2001, Pasted On Substrate By An Adhesive Backing Which Shall Be Activated By Applying Heat And Pressure Conforming To Class -2 Of Astm-D-4956-01 And Fixing The Same With Suitable Sized Aluminum Alloy Rivets @ 20Cm C/C To Back Support Frame Of M.S. Angle Iron Of Size 25X25X3Mm Along With Theft Resistant Measures Mounted And Fixed With 2 Nos. M.S. Angles Of Size 35X35X5Mm To A Vertical Post Made Upto M.S. Tee Section Ismt 50X50X6Mm Welded With Base Plate Of Size 100X100X5Mm At The Bottom End And Including Making Holes In Pipes, Angle Flats, Providing And Fixing M.S. Message Plate Of Required Size Steel Work To Be Painted With Two Or More Coats Of Synthetic Enamel Paint Of Required Shade And Of Approved Brand & Manufacture Over Priming Coat Of Zinc Chromate Yellow Primer (Vertical M.S.-Tee Support To Be Painted In Black And White Colours). Backside Of Aluminum Sheet To Be Painted With Two Or More Coats Of Epoxy Paint Over And Including Appropriate Priming Coats Including All Leads And Lifts Etc. Complete As Per Drawing, Specification And Direction Of Engineer-In-Charge, Including Carriage Of All Materials 85 Mandatory/Regulatory Sign Boards Of 900 Mm Diameter Withpart As Length Of 3750 Mm 86 Cautionary/Warning Sign Boards Of Equilateral Triangular Shapehaving Each Side Of 900 Mm Support Length Of 3650Mm 87 Clearance Of Blocked Cross-Drainage Pipes Including Disposal, Etc. Complete Job 88 Clearance Of Drains Manually By Excavating The Accumulated/Deposited Mulba Silt In Drains And On Either Side Of Shoulders And Cutting Of Vegetations Grass Etc. Including Disposal Of Rubbish Beyond Municipal Limits By Any Means To Make The Drains Functional. 89 Repairing Of Kerb Stones Whereever Necessary Incl. Washing With Detergent And Water Including Cleaning Of Grease / Oil Spots With Appropriate Chemicals. 90 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Of Required Colour To Give An Even Shade, One Or More Coats On Old Work
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 8
Jammu And Kashmir View Result →
4.
Drinking Water Supply and Sanitation #10562597 Price Bid
Tender For Water Supply Scheme For Augmentation Of Uwss Kushalgarh District Banswara Including 05 Years Om After 01 Year Of Defect Liability Period Under Amrut 2, Water Supply Scheme for Augmentation of UWSS Kushalgarh, District Banswara including 05 years O&M after 01 year of Defect Liability Period under AMRUT 2.0 Sl. No. Item Description 1 Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended up to date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item andshall not be paid separately. 2 100 mm 3 150 mm 4 200 mm 5 Providing, lowering, laying and jointing in trenches, standardlengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended up to date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing,disinfection, commissioning etc. complete as per technicalspecifications and direction of Engineer-in-charge of following classand diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing,design and layout are inclusive in RM measurement of the item andshall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 6 HDPE PE-100PN-6 7 90 mm 8 Fabrication, supply of flanged/ plain ended MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete (excluding flanged jointing wherever required) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.Note : E/w to be measured and paid separately. 9 MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) 10 Providing Household Tap Connection as per technical specification andapproved drawing as per relevant IS code (amended up to date) fromHDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premisesby using PP mechanical Integrated saddle with inbuilt flow controlvalve made out of SS316 designed for 5 LPM discharge at 0.5 barpressure , not exceeding the flow of 7 LPM at 2 bar and acompression elbow, moulded in single piece/ fusion welded(Complete job) including digging out suitable size of pits and trench forlaying service line in all kinds of soil; depositing and refilling of pit &jhiri with watering & ramming /compacting in layers and disposal ofsurplus excavated soil as directed with in a lead of 100 meter ;providing & fixing of all fitting duly approved in accordance withspecification for potable water including GM Full-way Valve (IS:778Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipePE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Threelayered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) and aboveground level using PPR-C pipe with standard PPR fittings/ GI pipes inthe premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe linecomplete required for making of service connection complete in allrespect including labour charges . The service line should be laid atleast 45 cm below ground level.Note: Road cut and restoration is not part of this item and paidseparately. 11 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 12 Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be done by using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CCM-30 grade as per specification and direction of Engineer in charge.. 13 Add extra over item no 1.21, 1.22 & 1.23 for providing 20 mm PE 80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 14 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. 15 3 core 16.0 Sq.mm 16 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade withaluminium conductor Armoured of IS:7098-I/1554-1 approved make in groundas per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thickunder layer of sand, second Class bricks covering, refilling earth, compactionof earth, making necessary connection, testing etc. as required of size. 17 Armoured Cable16.0 Sq. mm 4 core 18 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I.B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance asrequired. 19 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class),Steel tube as per IS:1239 or amended up to date and zinc coating as per IS4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer &nut bolts etc. complete in all respect. 20 65 mm dia 21 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type).k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 22 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 18 M 23 400 KL 24 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase. c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soll fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per 1.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab. g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.h) Providing and fixing SS-304 ventilator, 55 304 manhole frame and cover and 55 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab.j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide. k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 25 Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 26 150 KL 27 Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required suchas duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope ofwork. 28 For OHSR 29 100 mm 30 200 mm 31 Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required suchas duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope ofwork. 32 For OHSR 33 200 mm 34 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipeline including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth includingconsolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 35 In All Typeof Soil 36 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming ofbottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth includingconsolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required . 37 Ordinary rock 38 Hard rock(blasting prohibited) 39 Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CCcutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 40 Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer. 41 Bituminous courses 42 Granular courses 43 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting,guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work. 44 Providingand laying in position cementconcrete in specified gradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 45 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 46 Providing, installation, testing and commissioning of Centrifugal Monoblockpump set conforming to IS 9079 , 2 pole motor operating at synchronisedspeed of 3000 RPM with requisite MOC impeller, priming funnel, cock,suitable flanges at suction and delivery side. Pump shall have common shaftfor pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall besuitable for working at various discharge and head requirements as perscope of work. Pump shall be erected on C.C. foundation / cross channels /RSJ frame block with suitable foundation bolts grouted in C.C. foundationblock etc. complete in all respect as per specification, scope of work anddirection of Engineer in Charge of following power rating, suitable forprescribed duty conditions mentioned in TD. 47 Centrifugal Monoblock Pump set (Single Stage) 48 11.0 KW (15 HP) 49 Providing, installation, testing and commissioning of submersible Monoblock pump set conforming to IS 8034 and 2 pole motor operating atsynchronised speed of speed 3000 RPM, with water proof winding. Pumpshall be suitable for various delivery head and discharge with stainless steelshaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and withwater lubricated bearing to accept entire hydraulic thrust. Supply, with cableguard, thrust carbon/fibre bearing to withstand entire hydraulic thrust. Thepump set shall be suitable for direct coupling, with suitable suction strainer.Pump should have suitable discharge out let as per manufacturers design.Antithrust stream lined non return valve shall be provided with the pumpand minimum 6 m submersible copper conductor cable in single / doublerun and 2 pairs of suitable size erection clamp 10 mm thick shall be providedwith each pump etc. complete in all respect as per specification, scope ofwork and direction of Engineer in Charge of following posion : Less than 1.6mm Variation in thickness: Less than 3.2 mm) 50 submersibleMonoblock Pump set (Single Stage) 51 15.0 KW (20.0 HP) 52 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 53 Manually Operated CI Sluice valve of Class PN-1.0 54 100 mm HW 55 200 mm HW 56 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valve of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 , Float GuideHBT1.HP Orifice- HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water ,Valves including all material,labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 57 Class PN 1.0 58 40 mm 59 50 mm 60 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS AISI 316/410 Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 61 Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 62 100 mm 63 150 mm 64 200 mm 65 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 66 100 mm dia. 67 150 mm dia. 68 200 mm dia. 69 SITCSTAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated withangleframeincludingotherancillaries(Insulators, AcrylicSheet , Backlight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Neutral Links , Spiral , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminium Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. 70 STAR DELTA STARTER 11.0 KW (15.0 HP)- :For 2 motors (1 W+ 1S)I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0- 500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) andO/G-MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 25A TP AC3 Duty(2),2NO+2NCAux.Block(2),ThermalOverloadRelay(9-13A)(2),Control MCB6ASP10KACCurve(2),SinglePhasePreventer(2),Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) 71 STARDELTASTARTER 15.0KW (20.0HP) : For2motors(1W+ 1S)I/C- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter96*96mm(0-500V)(1),VoltSelectorSwitch(1),Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 100/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue-1)(1),ControlMCB6ASP10KACCurve(3) andO/G-MCCB 63A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (12-18A )(2), Control MCB 6A SP 10 KA C Curve (2),SinglePhasePreventer(2),IndicatingLights(Red-1,Green-1,Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/DTimer(2) 72 Construction of boundary wall of Brick/ stone masonry as per enclosed GAdrawing, scope of work and technical specifications complete work in allrespect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonry in CM: 1:6 section of foundation above PCC, 600mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D)4. Superstructure work: Stone masonry in CM: 1:6, W-300, height-1650mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonry and cement mortar plaster20 mm thick on brick masonry in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall beprovided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. 73 Providing and fixing steel, gate, grating and grills made of angles, tees,square bars, flats or black pipe with hold fast and fitting complete as perdesign and drawing including cutting welding and fabrication with primingcoat of red oxide and two coat of enamel paints. 74 Construction of Pump house of RCC framed structure with pump pit in RCCwalls as per scope of work and technical specification complete work in allrespect including electrical works for indoor and outdoor lighting and fans,rain water drainage, sanitary, plumbing, monorail/ EOT crane etc. completeas per direction of Engineer-in-charge. The GA, structure, electrical,sanitary, P&ID, SLD to be prepared by the contractor and submitted todepartment for approval for earth quake zone II. 75 Pump House with Monorail arrangement 76 ConstructionofRCCSluicevalvechamberfordifferenttypeofvalves includingearthworkexcavation,100mmPCCM15 aslevellingcourse, RCC M25 grade for base slab, side wall & cover slab , including cost of steelreinforcement,formwork,Pre-castslabs,plasticencapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as per direction of Engineer-in-Charge. 77 For Class-A loading 78 Sluice valve chamber of size1.13m x0.85m x1.27mfor pipe size-upto100mm 79 Sluice valve chamber of size1.17m x0.95m x1.415mfor pipe size-from 125-to-150mm 80 Sluice valve chamber of size1.26m x1.185m x1.82mfor pipe size-from 200-to-300mm 81 Construction of RCC Air valve chamber for different type of valvesincluding earthwork excavation, 100mm PCC M15 as levelling course,RCC M25 grade for base slab, side wall & cover slab , including cost ofsteel reinforcement , form work, Pre-cast slabs, Plastic encapsulatedCI/MS Foot Rest, MS flats for the support of pre-cast, proper curing ofconcrete work complete in all respect as per specifications andstandard drawings and as per direction of Engineer-in-Charge. 82 Air valve chamber of size0.9m x1m x1.695mfor air valve size-from 50 mm-to-80mm 83 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines andspecificationscomplete: Media:Water(Clear),Temp.50deg.,Pr. rating:PN16,Protectiontype:IP-68, BodyMaterial:IS-210Gr.FG-200, AccuracyClass:ClassB(±2%@Nominalflowrate),MagneticDrive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In- Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 84 BFM 200 mm 85 Design, construction, commissioning & testing of Non Mechanical RapidGravity Filter Plant of capacity as under. This work includes constructionof RCC receiving chamber, baffle channel, flocculate, clarifier, collectingchannel, filter beds , operation gallery, clear water chamber, channel,chlorination chamber, Back wash tank, pipe system for carrying rawwater from Pump House to inlet of RGF, clear water from Plant to CWR,De-sludging system including providing pipe system from clarifier ,flocculate & back wash water chamber to existing storage tank, overhead back wash tank, back wash pumps (1W+1S) set with piping system,air blowers (1W+1S) as per design, interconnection of raw water, clearwater, sludge pipes etc. including allied works such for construction,commissioning of system as defined in scope of work, technicalspecifications and provisions of CPHEEO manual at various water supplyschemes 86 Up to 40 KLH capacity 87 Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant atOMC, carriage of mixed Material to work site, spreading in uniformlayers with motor grader on prepared surface and compacting withvibratory power roller to achieve the desired density, complete asper MoRT&H specification clause - 401 including all material, labour,machinery, lighting, guarding and maintenance of diversion.Grading - I Material 88 Providing, laying, spreading (with paver finisher only) andcompacting wet mix macadam (WMM) base course comprising ofgraded stone aggregate and granular material conforming toMORT&H specifications (Table 400-II) in layers of equal compactedthickness each consolidated, including pre-mixing the material withwater at OMC in mechanical mixer (Pug Mill), carriage of mixedmaterial by tippers to site, laying in uniform layers in base course ona well prepared sub-base/ base course and compacting with powervibratory-roller to achieve the desired density complete as perMoRT&H specification clause - 406 including all material, labour,machinery, lighting, guarding and maintenance of diversion. 89 Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. 90 Extra for additional bitumen emulsion used in above item for every 1 kg per 10 sqm 91 Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including Cost of anti-stripping compound Minimum 1% in Lime/Cement as per design wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat. 92 With Bitumen VG-grade 30 93 Providing laying and consolidation Semi Dense Bituminous Concrete, as per Design Mix (approved by Engineer), on prepared surface with specified graded crushed aggregates as per table 500-15 for wearing coarse including loading of material with F.E. loader, hot mixing of stone aggregate, filler and bitumen (including Cost of anti-stripping compound Minimum 1% in Lime/Cement as per design wherever required) heating and mixing in in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa, to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 508 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding primer/tack coat. 94 25-30 mm compacted thickness (Grade-2) using Bitumen VG-grade 30 @ 5% (percent by weight of total mix) 95 Bored cast-in-situ R.C.C. pile with cutting / Drilling for anchoring of pile into rocks wherever firm rocky strata is available, shall be done upto desired depth (minimum 1.50 m) as per drawings, specifications and as directed by Engineer. Bore hole shall be cleaned properly before concreting. No, distinction shall be made for penetration through hard rock or rock socketing with design mix concrete (M-35) using batching plant, transit mixer and concrete pump excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. as per clause 1100, 1600 & 1700 of MoRT&H Specification including all material, labour and machinery. 96 450mm dia pile 97 Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminum 98 Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 99 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 100 M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). 101 Supporting block of size 2m, 1.2m 102 For height 10m 103 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix 104 Providing M-30 grade concrete by usingcement as per codal provision instead ofM-20 grade design mix. 105 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 106 Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 107 Columns, pillars, posts and struts etc. 108 Structural steel work riveted,bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: 109 Cost for Basic Service Charges, Administration and Management, Running of Operation, Maintenance and Repairs including Preventive Maintenance, Cost of material required for maintenance & repairs, Cost of Lubricants, Consumables, Spare Parts (if the spare parts supplied to PHED are used in emergency)as per Scope of Work & terms & conditions of contract for 05 year after defect laibility period of one year DLP (except power feeder, IEC & miscllenous provision) for Water Supply Project 110 1st year 111 2nd year 112 3rd year 113 4th year 114 5th year
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 4
Rajasthan View Result →
5.
Rural Development #10397627 Price Bid
Providing and Supplying various Different material and Machinery Servicesat Grampanchayat Gogalwadi Tal Haveli Dist Pune - Centering Oil 3 Plastic Cover Block 4 R.C.C.Jali 50mm thick 5 Plastizer (Rheobuild) 825 RMt. 6 Concrete Spacer Block 15 mm 7 Concrete Spacer Block 20 mm 8 Concrete Spacer Block 25 mm 9 Concrete Spacer Block 30 / 40 mm 10 Anticorrrisive Primer Coat 11 Swaling Coat 12 PVC Coated GI Wire 13 Repairs to cut ends and damages with special liquid epoxy 14 Epoxy paint 15 R.C.C.Jali 80mm thick 16 Bricks (Red) 17 AAC Block 600x200x100 mm 18 Jointing Mortar 19 Fly ash Bricks 20 Corner stone 38*20*30cm 21 Khandakies 22 Pin Header (Standard Size) 23 Hollow Blocks C.C.0.2*0.2*0.4M 24 Hollow Blocks C.C.0.1*0.2*0.4M 25 Hollow Block C C 0.30 x 0.20 x 0.15 26 Siporex Block 75x240x650 mm 27 GBP Build Fast plus 28 Siporex Block 100x240x650 mm 29 Siporex Block 200x240x650 mm 30 Bitumen (Compound) 31 Brick bats 32 Water proof compound I.S 33 Tar Felt B.H.I.S.I.3mm thick 34 Acrylic Polymer Modified waterproofing Powder 35 Acrylic Polymer Modified Liquid 36 Fibre Glass Mesh 37 Bitumen 85/25 Grade 38 Bitumen 85/25 Grade Cold Primer 39 Grit (Add Below 5.6) 40 Bitumen Felt 41 Polydee-TP40 Primer 42 Polydee-TP40 Primer 43 Polydee-LM 44 Polydee-LM 150mm width 45 Bituflex Cloesdcell foam 30x30 mm 46 AG 10 Granules 47 Polydee-MC 48 Polydee-41 sealant and polyseal 49 Polydee-11 50 Bitumen Pad 25mm thick 1.20 x 1.20 Mtr 51 Neeru / Sanala 52 White Putty (Cement) 53 Texture Material 54 Rough Shahabad 25 to 30mm thick 55 Rough Shahabad 40 to 45 mm thick 56 Polished Shahabad 25 to 30mm thick 57 Rough Shahabad 50 to 60mm thick 58 Polished Shahabad 40 to 50mm thick For step 59 Polished Shahabad Machine cut 25mm thick 60 Polished Shahabad for step25mm thick 61 Tandoor Polished 25mm thick (Machine cut) 62 Tandoor Polished 25mm thick (Hand Cut) 63 Tandoor Polished for steps25mm thisk 64 Black Kadappa (one side polish) (Machine cut) 25 mm thick 65 Black Kadappa (one side polish) (Machine cut) 35mm thick 66 Both Sides Polished Kadappastone 25mm thick 67 Kota stone (Machine cut) upto 25-30mm thick one side polished 68 Kota stone (Hand cut) upto 25-30mm thick one side polished 69 Kota stone for step polished) upto 25mm thick (1.2*0.3M) 70 Ceramic tiles 30*30cm 71 Ceramic Antiskid Flooring Tiles 30 x 30 cm 72 Ceramic Tiles for dado 30 cm x 30 cm 73 Ceramic Tiles for dado 30 x 45 cm 74 Heavy duty interlocking concrete block 60mm thick gray 300 kg/sq.cm. 75 Heavy duty interlocking concrete block 60mm thick coloured 300kg/sq.cm 76 Heavy duty interlocking concrete block 80mm thick gray 300kg/sq.cm 77 Heavy duty interlocking concrete block 80mm thick coloured 300kg/sq.cm 78 Heavy duty interlocking concrete block 80mm thick rubber mould glossy 400kg/sq.cm 79 Heavy duty interlocking concrete block 40mm thick colour 200 kg/sq.cm 80 Telephone Black Granite 81 Green marble 82 Vitrified tiles Glossy Size 590 to 605 mm* 590 to 605 mm*8 to 10mm 83 Vitrifiedmatt finish - size 590 to 605 mm* 590 to 605 mm *8 to 10mm 84 Vitrified rustic matt stone finish size 590 to 605mm *590 to 605mm*8 to 10mm 85 Vertified stone effect finish size 590 to 605mm* 590 to 605mm * 8 to 10mm 86 Calcet Powder 87 Black Oxide powder 88 Fevi Matt Chemical 10 Kg Bag 89 Marble chips 90 Heavy duty interlocking concrete block 60mm thick rubber mould glossy 400kg/sq.cm 91 Tremix Treatment 100 mm thick 92 Marble mosaic chequered tiles (gray) 93 Colour cement 94 Heavy Duty Designer come. tile for flooring 95 Heavy Duty Designer come. tile for Steps 96 PVC flooring 97 Ceramic Tiles for dado 30 x 60 cm 98 Marble (other than white makrana) 99 Kota stone (Hand cut) upto 45-55mm thick one side polished 100 Vitrifiedmatt finish - size 895 to 900 mm* 895 to 900 mm *10 to 12 mm 101 Bees wax 102 Coal Tar 103 Common Spirit 104 French Polish 105 Varnish 106 Malemaine Polish 107 C.C.T.W. Ballies 125 mm Diameter 108 Oil enamel paint/flat/glossy paint(ready mix) (with I.S.I. Mark) 109 Synthetic paint (ready mix) 110 Catonic emulsion paint 111 White oil paint 100ml pack tin 112 Red Oxide paint 113 Cement paint 114 Steel Primer 115 Primer for plaster surface 116 Putty 117 Boiled linseed oil 118 Linseed oil double boiled 119 Terpentine 120 Wood Primer 121 Brush for lettring 122 Brush for road marking 5cm 123 Brush for marking road 8cm 124 Brush for road marking 10cm 125 Lustre paint 126 Textured Synthetic paint 127 White lead paint 128 Birla wall care putty 129 Aluminium Paint 130 Plastic emulsion paint 131 Acraylic Emulsion Paint 132 Exterior Primer 133 Weather shield paint 134 Neel 135 Oil bound distemper 136 Red powder / Geru 137 Saras 138 Scrapping sand paper size (30 * 20cm) 139 Dry distemper 140 Chunam / White lime Powder 141 paint Luster Paint 142 Roller Brush 143 Royale Luxury Emulsion Paint 144 Country Teak Wood 145 Ghana teak wood 146 Teak Wood planks above 2.5 m length 147 Teak wood bidding 1/2 * 1/2 148 T.W.Balli 100 mm dia 149 Jungle wood (non teak) normal 150 Bamboo 25mm dia.(4.5 to 6m) 151 Bamboo 50mm dia. 152 Bamboo Matting 1.2*1.8m 153 Ply wood 12mm thick 154 Ply wood 6mm thick 155 Mica laminate as per ISI 0.1 mm thick 156 Face Veneel board 4 mm thick 157 Particle board B.W.P.Phinol bond 12mm thick 158 Particle board B.W.P.Phinol bond 19 mm thick 159 Formica 1.5 mm thick 160 Tower bolt brass oxidised 10 mm dia length 150 mm 161 Ferical 162 Ply wood 18mm thick Commercial 163 Teak wood battens 50 * 25mm 164 Teak wood batten 25 mm * 12 mm 165 Veneer 3.5 to 4 mm thick 166 Alluminium rod 25mm dia 167 A.C.Corrugated sheet 6mm thick 168 A.C.Sheet ridge 169 A.C.Sheet plain 4mm thick 170 G.C.I. Sheet (Corrugated) 22 BWG 171 G.C.I. Sheet (Corrugated) 24 BWG 172 G.I. Sheet (plain) 22 BWG 173 G.I. Sheet (plain) 24 BWG 174 G.I.Washers 175 G.I. J or L hooks 6 mm dia. 176 Nails iron all size 177 Mangalore tiles class AA 178 Mangalore Ridge / Hip tiles 179 Mangalore Glass tiles 180 Mangalore Pattern cowl Ventilator 181 G.I. Pre coated trapezoidal 0.50 mm thick roof Metalic Coloured Sheet 182 G.I. Pre coated Ridge Sheet 183 Gypsum powder 184 Aluminium Alloy plate 2mm thick 185 Aluminium sheeting fixed with encapsuled lens type reflective sheeting including 2% towards lettering , cost of angle iron, cost of drilling holes , nuts, bolts etc. and signs as applicable. 186 Plaster Of Paris 187 Decorative Board of Fibrous Plaster of Paris 12 to 15 mm 188 Acoustic Board 12 mm thick 189 Gypsum Board 12.5 mm thick 190 UPVC 3 layer trapezoidal 2.00 mm sheet 191 Light weight calcium silicate tile of size 595 x 595 mm of texture spin stone / cosmos / plain / Glode fine fissured. 192 Bioguard Board 16 mm 193 Ultima tile 194 Optra tile 195 Proflex Sheet 1 mm 196 Sky light 2 mm thick 197 Hanger rod 4mm thick 198 level Adjustment clip size 85x30x0.8mm 199 Dash fastener 12.5mm dia 50mm long 200 Soffit cleat 25mmx35mmx1.60mm 201 Wooden Screws with plastic rawl plugs 35mmx8mm 202 Light weight calcium silicate tiles of size 595x595mm of texture Spintone for Tegular edge ceiling 203 Plain Zinc Sheet 204 UPVC ridge/hip tiles 205 Hanger wire (2.68 mm dia), 1.82 m long 206 Dune edge tiles 207 Fine fissured edge tiles 208 Turbo ventilator 24 209 Tarat 36 width ( Gunny Cloth) 210 Wire glass 211 Fire wood 212 Precoated Galvanised Steel Plain Sheet 213 Connecting clip for supports 214 Dry wall screws 25 mm 215 Jointing Compound 216 Jointing Tape 217 Minaral Fibre board 600 x 600 mm 218 Perimeter Channel 80 x 8 mm 219 Screws 1 12 220 Screws 1/2 221 Rawal Plug 222 Plain Zinc Sheet 0.50 mm thick 223 Aldrop 300*16mm Chromium Plated 224 Aldrop Iron Oxidise 300*16mm 225 Aldrop Stainless steel 300*16mm 226 Handle 125mm M.S. Chromium Plated 227 Handle 150mm Brass Chromium plated (Rounded Shape) 228 Handle Alluminium 125 mm 229 Iron hinges chromium plated 125mm 230 But Hinges Alluminium 125mm 231 G.I.Screw 50mm 232 G.I.Screw 25mm 233 Stainless Steel Hinges - 125mm 14 gauge (Heavy Duty) 234 Tower bolt Aluminium 10mm dia.length 250mm 235 Tower bolt Aluminium 10mm dia.length 200mm 236 Tower bolt M.S. Chromium plated 10mm dia,length 300mm 237 Tower bolt M.S. Chromium plated 10mm dia,length 200mm 238 Cold Rolled Steel Hollow Section Door frame 1829*610mm 239 Aluminium stay 25cm 240 Aluminium stay 30cm 241 Jali fly proof 242 Jali chicken mesh 243 Jali welded mesh 25*25* 13 Guage 244 Jali welded mesh 25*25* 11 Guage 245 Jali welded mesh 50*25 13 Guage 246 Jali welded mesh 50*25 11 Guage 247 Hold fast Iron 300*40*5mm 248 Sliding Door Bolt Stainless Steel 12mm dia. 250mm length 249 Glass plain 3mm 250 Glass plain 5mm 251 Glass obscured (bajara) 5mm 252 G.I. Nut Bolt 253 Housing box to rolling shutter 254 Mechanical Gear For Rolling Shutter 255 Mortice lock superior 256 Solid Core commercial shutter 30mm thick phenol bonded with face veneer 3 mm thick both side 257 Iron washer 12mm to 16mm 258 Aluminium Section 259 Nylon / PVC Gasket 260 Alluminium Screw 32 x 6 mm, 25 x 6 mm 261 Concealed locking arrangement of 100 mm length for sliding window 262 Alluminium Grill 7.50 mm thick 263 Hydraulic floor spring heavy duty ( 150 Kg capacity) ISI mark 264 Iron Oxidized sliding door bolt 200 mm length, 12 mm dia 265 Powder and Chemicals for colour anodizing process of alluminium sections 266 Lock for Sliding Shutter 267 All Bearing Roller 268 All Frame Rail Angle 269 Welding Electrodes 270 C.R.C. Sheet 271 Abstrone Butadyne Styrine (ABS) Door Shutter including Transportation 272 Puff Insulation 35-40 Kg/Cumt. Density 273 PVC Door Shutter 34 mm thick Factory Made Shutter 274 FRP Door Shutter 30 mm thick Factory Made Shutter 275 FRP Door Shutter 35 mm thick Factory Made Shutter 276 Bison Pannel 277 PVC factory made solid panel door shutter with stainless steel fixutres & fastening 278 PVC factory made flush door 30 mm with stainless steel fixutres & fastening 279 Sliding door bolt Chromium plated 250mm 280 Acrylic Plain Sheet 3 mm 281 Aldrop Stainless steel 300*16mm 282 Aldrop Stainless steel 250*16 mm 283 Handle 150mm Stainless Steel (Rounded Shape) 284 Handle 200mm Stainless Steel (Rounded Shape) 285 Stainless Steel Hinges - 100mm 14 gauge (Heavy Duty) 286 Stainless Steel Hinges - 125mm 14 gauge(Heavy Duty) 287 Housing box to rolling shutter 288 Mechanical Gear For Rolling Shutter 289 Door StopperStainless Steel 290 Tower Bolt Stainless Steel 200 mm 291 Tower Bolt Stainless Steel 250 mm 292 Sliding Door Bolt Stainless Steel 250 mm 293 Handle Stainless Steel 100 mm 294 Eye Hole Lens 295 Rolling Shutter 296 Ply Wood 297 Stainless steel hooks and eyes 200 mm 298 Steel Window 299 Powder Coating 300 Rubber Lining 301 Ply wood 9 mm thick 302 Laminated board double 12mm thick 303 Alluminium Section anodized 304 Handle iron oxidised 150 mm 305 Hinges iron oxidised 100 mm 306 T. W. Particle board, both face laminated 12 mm 307 Battens T.W. 70 x 45 mm 308 Nuts and Bolts 309 Plain FRP Sheet 22 B.W.G. 310 TW Runner (6 x 3) 311 Alluminium Screw 312 F Patti 313 Teak wood planks above 2.5m length 314 Vision Panel 315 Solid core shutter 35 mm thick with commercial veneer facing and phenol bonded 316 Oil Paint 317 Acrylic Plain Sheet 2 mm thick 318 Aluminium Sheet 24 B.W.G 319 Alluminium Section with Powder Coating 320 Concealed lock 321 Mosquito proof Nylone net 322 Solid Core commercial shutter 30mm thick phenol bonded with face veneer 3 mm thick both side with bidding patty 323 G.I. Pipe 100mm dia. Medium type 324 G.I. Pipe 100mm dia. Heavy type 325 G.I. Pipe 15mm dia. Medium type 326 G.I. Pipe 15mm dia. Heavy type 327 G.I. Pipe 20mm dia. Medium type 328 G.I. Pipe 20mm dia.Heavy type 329 G.I. Pipe 25mm dia. Medium type 330 G.I. Pipe 25mm dia. Heavy type 331 G.I. Pipe 32mm dia. Medium type 332 G.I. Pipe 32mm dia.Heavy type 333 G.I. Pipe 40mm dia. Medium type 334 G.I. Pipe 40mm dia. Heavy type 335 G.I. Pipe 50mm dia. Medium type 336 G.I. Pipe 50mm dia. Heavy type 337 G.I. Pipe 65mm dia. Medium type 338 G.I. Pipe 65mm dia. Heavy type 339 G.I. Pipe 80mm dia. Medium type 340 G.I. Pipe 80mm dia. Heavy type 341 PVC Nahani Trap 75 mm 342 G.I.Clamps 100mm to 150mm 343 PVC Nahani Trap 150 mm 344 G.I.Clamps 12mm to 32mm 345 G.I.Clamps 40mm to 80mm 346 Anglo Indian W.C. Pan Colour 347 G.I.Fixtures 348 P.V.C. Cowl 100 mm 349 G.I.Screws 30mm 350 G.I.Screws 40mm 351 G.I.Union 25mm dia. 352 Gully trap cover with frame 353 Gun Metal stop tap with crutch wheel 20mm 354 Gun metal stop tap with crutch wheel 25mm 355 Gun metal stop tap with crutch wheel 15mm 356 Gun metal stop tap with crutch wheel 20mm 357 C.I.Bend 75mm dia. 358 C.I.Bend 100mm dia. 359 C.I.Bip tap 12mm 360 C.I.Grating 150mm dia. 361 C.I.Grating 100mm dia. 362 C.I.Grating 75mm dia. 363 C.I.Brackets 364 C.I.Collers 100mm dia. 365 C.I.Copllers 75mm dia. 366 C.I.Cover 45*30 cm with frame 367 C.I.Cowl / Vent 100mm dia. 368 C.I.Cowl / Vent 150mm dia. 369 C.I.Cowl / Vent 75mm dia. 370 C.I.Hinged Cover with frame 371 C.I.Man hole cover 50 kg. 372 C.I.Man hole cover 75 kg. 373 C.I.Man hole cover 100 kg. 374 C.I.Man hole cover 175 kg.Heavy (0.9*0.45m) 375 C.I.Nahani trap 100mm dia.(375mm long) 376 C.I.Nahani trap 75 to 80mm dia.(375mm long) 377 C.I.100*75*300 long arm (wt. 6kg)nahani trap 378 C.I.Soil pipe 100mm dia. 379 C.I.Soil pipe 150mm dia. 380 C.I,Soil pipe 75 to 80mm dia. 381 C.I.Shoe 75 mm dia. 382 C.I. Shoe 100 mm dia. 383 C.I.Shoe 150mm 384 Ball cock 15mm dia.P.V.C.FLOAT 385 Ball cock 25mm dia.P.V.C.FLOAT 386 Ball cock 40mm dia.P.V.C.FLOAT 387 Ball cock 50mm dia.P.V.C.FLOAT 388 Bib cock stop tap brass heavy 15mm 389 Bib cock stop tap brass heavy 20mm 390 Bib cockstop tap brass heavy 25mm 391 Bib tap 12mm brass medium 392 Colour wash hand basin 55*40cm 393 Colour wash hand basin 63*45cm 394 White glazed wash basin 45*30cm 395 White glazed wash hand basin 55*50cm 396 P.V.C. flexible Waste Pipe 32 mm dia 397 White Glazed Wash Hand Basin 63 x 45 cm 398 Sink white glazed 45*20*30cm 399 Pedestal for wash basin (standard size) 400 C.C.Septic tank 0.9m dia.(2.5m long) 401 C.C.Septic tank 1.20m dia.(2.5m long) 402 C.I.Steps for manhole 403 C.I.Cover with frame (Gully trap) 404 C.I.Plug Bend 150MM dia. 405 Clamp for G.I.pipe 25mm 406 Colour European type W.C.Pan 407 European type glazed W.C.pan 408 W.C.PAN Coloured glazed 64CM.(Orissa) 409 W.C.PAN White glazed 58 CM.Indian 410 W.C.PAN White glazed 57.50 CM (Orissa) 411 Fibre flushing tank for W.C. 412 Flushing tank automatic Urinal 10ltr. C.I. 413 Flushing tank automatic Urinal 5ltr. (P.V.C.) 414 Low level flush pr. St. 10ltr. 415 Flat back Urinal 416 Stall Type Urinal 417 Lipped type Urinal 418 Coloured glazed full stall Urinal 419 Bleaching Powder 420 Potassium Permanganate 421 Nylon Brush 422 Duster 423 Plastic Bucket 424 Coir 425 Gunny Cloth 426 Kharata 427 Wheel stop tap brass 15mm 428 Wheel stop tap brass 20mm 429 Wheel stop tap brass 25mm 430 Socket brass for 32mm tap 431 Socket brass for 40mm tap 432 Socket brass for 50mm tap 433 Socket brass for 65mm tap 434 Socket for 100mm tap 435 Socket for 15mm tap 436 Socket for 20mm tap 437 Socket for 25mm tap 438 Socket for 32mm tap 439 Socket for 40mm tap 440 Socket for 50mm tap 441 Socket for 65mm tap 442 Socket for 80mm tap 443 Span Yarn 444 Strainer for 100mm 445 Strainer for 40mm 446 Strainer for 50mm 447 Strainer for 80mm 448 Strainer for 15mm 449 Strainer for 20mm 450 Strainer for 25mm 451 Stone ware pipe 100mm dia. 452 Stone ware pipe 150mm dia. 453 Stone ware pipe 225mm dia. 454 Stone ware glazed pipe half round 100mm dia. 455 Stop tap brass with crunch wheel 15mm dia. 456 Towel rod with clamps 16mm dia. 457 Mirror 40*50cm. With plastic frame 458 Brass T Thimble Socket 32mm dia. 459 Brass wheel stop tap 32mm dia. 460 Brass wheel stop tap 40mm dia. 461 Brass wheel stop tap 50mm dia. 462 Brass wheel stop tap 65mm dia. 463 Brass wheel stop tap 80mm dia. 464 Half turn flush cock 25mm dia. 465 12mm flexible inlet pipe connection 466 Bell mouth cover 100mm dia. 467 Box chamber with lock 0.6*0.45m 468 Brass nozzle pillar tap 12mm 469 Black bakelite seat to european closer 470 Concussion push button type gun metal tap 15 to 25mm dia. 471 Coupling cast Iron 100mm dia. 472 Coupling cast Iron 80mm dia. 473 Chromium plated 12mm dia.bib cock 474 C.I.Trap grating 15*10 cm 475 C.I.Y junction 100mm dia. 476 C.I.Y junction 150mm dia. 477 C.I.Y junction 75mm dia. 478 Enameled bend 40mm dia. 479 Ferrul for C.I.pipr 100mm 480 White glazed foot rest chequred 25*10 cm 481 Half round earthware pipe 100mm(60cm long) 482 Half round earthware pipe 150mm(60cm long) 483 Jute Rope 484 Half round chaina ware pipe 100mm(60cm long) 485 Lead pipe 32mm dia. 486 Mohagani seat with lid 487 Mosquito proof coupling 488 Non-return valve 15mm for water meter 489 Non-return valve 25mm for water meter 490 Non-return valve 20mm for water meter 491 Piller tap 12mm dia.chromium plated heavy 492 P.Trap and lead pipe upto 40mm dia. 493 Rubber gasket (25, 28 and 20 cm) 494 Rubber Incertion 495 Rubberised adhesive 496 Salt glazed stone ware gully trap (150*150mm) 497 Self project tap brass chromium plated 15mm 498 Sewer trap 499 Shower rose chromium plated brass 10cm 500 P.V.C. pipe 15mm dia.10kg/cm2 pressure(class IV) 501 P.V.C. pipe 20mm dia.10kg/cm2 pressure(class IV) 502 P.V.C. pipe 25mm dia.10kg/cm2 pressure(class IV) 503 P.V.C. pipe 32mm dia.10kg/cm2 pressure(class IV) 504 P.V.C. pipe 40mm dia.10kg/cm2 pressure(class IV) 505 P.V.C. pipe 50mm dia.10kg/cm2 pressure(class IV) 506 P.V.C. pipe 60mm dia.10kg/cm2 pressure(class IV) 507 P.V.C. pipe 75mm dia.4 kg/cm2 pressure(class II) 508 P.V.C. 75 mm Soil Pipe 6 Kg/cm2 Pressure 509 P.V.C. pipe 90mm dia.4 kg/cm2 pressure(class II) 510 P.V.C.pipe 110mm dia.4kg/cm2 pressure (class II) 511 P.V.C. 110 mm Rain Water Pipe 6Kg/cm2 Pressure 512 P.V.C. 110 mm Soil Pipe 6 Kg/cm2 Pressure 513 P.V.C.pipe 140mm dia.4kg/cm2 pressure (class II) 514 P.V.C.pipe 160mm dia.4kg/cm2 pressure (class II) 515 P.V.C.pipe 160mm dia.Soil Pipe 516 P.V.C.pipe 160mm dia. Rain Water Pipe 517 P.V.C.Socket 15mm dia. 518 P.V.C.Socket 20mm dia. 519 P.V.C.Socket 25mm dia. 520 P.V.C.Socket 32mm dia. 521 P.V.C.Socket 40mm dia. 522 P.V.C.Socket 50mm dia. 523 P.V.C.Socket 60mm dia. 524 P.V.C.Flushing tank (12 ltr. Capacity) 525 Flush valve 32mm dia. 526 Ferocret tank 527 Stainless Steel sink of size 600*510*200mmof nirali or equivalent make 528 C.P.pillar cock jaquar make continental (Cat.No. CON-011) 529 C.P.pillar cock (ISI)jaquar make continental 530 C.P.pillar cock long neck with aerator jaquar make continental (Cat.No. CON- 021) 531 C.P.Bib cock (ISI)jaquar make continental (Cat.No. CON-037) 532 C.P.Bib Cock long thread jaquar make continental (Cat.No. CON-039) 533 C.P.2-way bib cock jaquar make continental (Cat.No. CON-041) 534 C.P.bib cock with wall flange long thread jaquar make continental (Cat.No. CON- 047) 535 C.P.Bib cock with nozzle jaquar make continental (Cat.No. CON-049) 536 C.P.Angular stop cockjaquar make continental (Cat.No. CON-053) 537 C.P.Angular stop cock long thread jaquar make continental(Cat.No. CON-055) 538 C.P.angular stop cock with wall flange jaquar make continental(Cat.No. CON- 059) 539 C.P.central hole basin mixer without popup waste system with 450mm long braided hoses jaquar make continental (Cat.No. CON-167B) 540 C.P.wall mixer with telephone shower arragnementonly but without teltphone shower crutch jaquar make continental (Cat.No. CON-217) 541 C.p.wall mixer non-telephonic shower arrangement jaquar make continental (Cat.No. CON-219) 542 C.P.wall mixer(wall mounted model) with telephone shower arrangement only and with telephone shower crutch jaquar make continental (Cat.No. CON-267) 543 C.P.wall mixer with provision for overheadshower with 115mm long bend pipe and wall flange jaquar make continental (Cat.No. CON-273UPR) 544 C.P.sink mixer with swinging casted spout (wallmounted) jaquar make continental (Cat.No. CON-309) 545 C.P.sink mixer swinging spout (table mounted model) 450mm long braided hoses jaquar make continental (Cat.No. CON-309B) 546 C.P.sink cock with swinging casted spout jaquar make continental (Cat.No. CON- 347) 547 C.P.sink cock with raised J shaped swinging casted spout (table mounted) jaquar make continental (Cat.No. CON- 359) 548 C.p.shower arm 190mm long light body with wallflange jaquar make continental (Cat. No. SHA - 477) 549 C.P.Flush cock with wall flange 25mm with plain knob jaquar make continental (Cat.No. FLR 6081) 550 C.P.Towel rail 24 jaquar make continental (Cat. No. ACN 1111N ) 551 C.P.Towel ring square jaquar make continental (Cat. No. ACN 1121N ) 552 C.P.Soap dish hooker jaquar make continental (Cat. No. AKB 35731 ) 553 C.P.soap dish (polyurethane)jaquar make continental (Cat. No. AQN 7733 ) 554 C.P.Toilet paper holder jaquar make continental (Cat. No. AQ 7751) 555 C.P.Toilet rack 24with lower hanger jaquar make continental (Cat. No. ACN 1181N) 556 C.P.Handshower (health faucet) 1m.PVC tube with wall hook jaquar make (Cat. No. ALD 563) 557 C.P.Pillar cock jaquar make queens collection (quarter turn fitting) (Cat. No. QQT 7011 ) 558 C.P.Bib cock with wall flange aqua make queens collection (quarter turn fitting) (Cat. No. QQT7037 ) 559 C.P.2-way bib cock with wall flange aqua make queens collection (quarter turn fitting) (Cat. No. QQT 7041) 560 C.P.Angular stop cock with wall flange aqua make queens collection (quarter turn fitting) (Cat. No. QQT 7053) 561 C.P.central hole basin mixer with regular spout without popup waste system with 450mm longbraided hoses jaquar make queens collection (quarter turn fitting) (Cat. No. QQT 7167bB ) 562 C.P.central hole basin mixer with regular spout with popup waste system with 450mm longbraided hoses jaquar make queens collection (quarter turn fitting) (Cat. No. QQT 7169b ) 563 C.P.central hole basin mixer with small spout without popup waste system with 450mm longbraided hoses jaquar make queens collection (quarter turn fitting) (Cat. No. QQT 7171B) 564 C.P.wall mixer (wall mounted model) with telephonic shower arrangement only but without crutchjaquar make queens collection(quarter turn filling) (Cat. No. QQT 7217 ) 565 C.P.wall mixer non-telephonic shower system jaquar make queens collection (quarter turn filling) (Cat. No. QQT 7219 ) 566 C.P.wall mixer (wall mounted model) with telephonic shower arrangement only and with telephone shower crutch jaquar make queens collection (quarter turn filling) (Cat. No. QQT 7267) 567 Hydraulic door closer 568 cPVC pipe 15mm dia. 569 cPVC pipe 20mm dia. 570 cPVC pipe 25mm dia. 571 cPVC pipe 32mm dia. 572 cPVC pipe 40mm dia. 573 cPVC pipe 50mm dia. 574 cPVC Coupling for 15mm dia. 575 cPVC Coupling for 20mm dia. 576 cPVC Coupling for 25mm dia. 577 cPVC Coupling for 32mm dia. 578 cPVC Coupling for 40mm dia. 579 cPVC Coupling for 50mm dia. 580 Elbow 90 Degree for 15mm dia. 581 Elbow 90 Degree for 20mm dia. 582 Elbow 90 Degree for 25mm dia. 583 Elbow 90 Degree for 32mm dia. 584 Elbow 90 Degree for 40mm dia. 585 Elbow 90 Degree for 50mm dia. 586 Tee for 15mm dia. 587 Tee for 20mm dia. 588 Tee for 25mm dia. 589 Tee for 32mm dia. 590 Tee for 40mm dia. 591 Tee for 50mm dia. 592 End cap for 15mm dia. 593 End cap for 20mm dia. 594 End cap for 25mm dia. 595 End cap for 32mm dia. 596 End cap for 40mm dia. 597 End cap for 50mm dia. 598 Ball cock for 15mm dia. 599 Ball cock for 12mm dia. 600 Ball cock for 25mm dia. 601 Ball cock for 32mm dia. 602 Ball cock for 40mm dia. 603 Araldite adhesive 604 Ball valves for 50mm dia. 605 Male adapter (Brass Threads) for 15mm dia. 606 Male adapter (Brass Threads) for 20mm dia. 607 Male adapter (Brass Threads) for 25mm dia. 608 Male adapter (Brass Threads) for 32mm dia. 609 Male adapter (Brass Threads) for 40mm dia. 610 Male adapter (Brass Threads) for 50mm dia. 611 Male adapter (Plastic Threads) for 15mm dia. 612 Male adapter (Plastic Threads) for 20mm dia. 613 Male adapter (Plastic Threads) for 25mm dia. 614 Male adapter (Plastic Threads) for 32mm dia. 615 Male adapter (Plastic Threads) for 40mm dia. 616 Male adapter (Plastic Threads) for 50mm dia. 617 Female adapter (Brass Threads) for 15mm dia. 618 Female adapter (Brass Threads) for 20mm dia. 619 Female adapter (Brass Threads) for 25mm dia. 620 Female adapter (Brass Threads) for 32mm dia. 621 Female adapter (Brass Threads) for 40mm dia. 622 Female adapter (Brass Threads) for 50mm dia. 623 Female adapter (Plastic Threads) for 15mm dia. 624 Female adapter (Plastic Threads) for 20mm dia. 625 Female adapter (Plastic Threads) for 25mm dia. 626 Union for 15mm dia. 627 Union for 20mm dia. 628 Union for 25mm dia. 629 Union for 32mm dia. 630 Union for 40mm dia. 631 Union for 50mm dia. 632 Cross for 15mm dia. 633 Cross for 20mm dia. 634 Step over Bend 15mm dia. 635 Step over Bend 20mm dia. 636 Tee holder for 15mm dia. 637 Tee holder for 32mm dia. 638 End plug threaded for 15mm dia. 639 R.C.C.Chamber cover with frame 90cm*45cm Heavy Duty 225kg 640 R.C.C.Chamber cover with frame 90cm*45cm Medium Duty 140kg 641 R.C.C.Chamber cover with frame 60cm*45cm Heavy Duty 160kg 642 R.C.C.Chamber cover with frame 60cm*45cm Medium Duty 100kg 643 I.S.I.Ferrul Connection15mm dia. 644 I.S.I.Ferrul Connection 20mm dia. 645 I.S.I.Ferrul Connection 25mm dia. 646 I.S.I.Ferrul Connection 32mm dia. 647 I.S.I.Ferrul Connection 40mm dia. 648 I.S.I.Ferrul Connection 50mm dia. 649 Water meter 15 mm diameter 650 Water meter 20 mm diameter 651 Water meter 25 mm diameter 652 Water meter 40 mm diameter 653 Water meter 50 mm diameter 654 Water meter 80 mm diameter 655 Water meter 100 mm diameter 656 Non return Valve 40 mm diameter 657 Non return Valve 50 mm diameter 658 Non return Valve 80 mm diameter 659 Non return Valve 100 mm diameter 660 Colour Wash Hand Basin 0.45 x 0.30 661 White Glaze Earth Sink 0.6 x 0.2 x 0.45 662 Clamp for G.I.pipe 200mm 663 Earopean type glazed W.C.pan 68cm 664 Earopean white glazed earthen ware closet pan 665 P.V.C. Nahni Trap 666 P.V.C. Connector. 15 mm dia 667 Low level flushing cistern 668 Upvc sanitary pipes all 20 mm dia. 669 Upvc sanitary pipes all 75 mm dia. 670 Bib cock stop tap brass heavy 15mm 671 Stainless Steel sink of size 610 x 460 x 200 mm of nirali or equivalent make 672 Upvc sanitary pipes all 63 mm dia. 673 W.C.PAN Colour glazed 57.50 CM (Orissa) 674 Piller cock mixer & Angle cock 675 Upvc sanitary pipes all 25 mm dia. 676 Upvc sanitary pipes all 15 mm dia. 677 Cement 678 Upvc sanitary pipes all 40 mm dia. 679 Upvc sanitary pipes all 50 mm dia. 680 Stainless Steel sink of size 470 x 420 x 178 mm of nirali or equivalent make 681 Bib cock Long Arm 682 Bottletrap wash basin 32 mm Cromium Plated 683 Upvc sanitary pipes all 32 mm dia. 684 Hamp rope 685 Bib cock cock stop tap brass heavy 15 mm 686 Colour wash hand basin 45*30cm 687 Ultra 250 mm. dia. uPVC 90 degree junction chamber base with U trap 688 Ultra 250 mm.dia. uPVCCover & Frame 689 uPVC Blanking Plug 110 mm 690 uPVC 90 degree bend 691 Ultra Shaft 250x470mm 692 Water jet with accessories 693 White glazed full stall urinal 694 Glass plain 6mm thick 695 White Glazed Earthenware Squatting plate (Ladies Urinal) 696 Autoclosing pillar cock of pressmatic tap 697 PVC Aqua kraft type super bib tap 15 mm 698 PVC Aqua kraft type super Two Way bib tap 15 mm 699 Super push button type cock / tap with flange 15 mm 700 PVC Aqua kraft type super jet spray 15 mm 701 PVC Aqua kraft type super right angle stop tap 702 PVC Aqua kraft type super Pillar tap 15 mm 703 Fixing in CC BK Clamp, Battan 704 Wall Mounted European type glazed W.C.pan 705 Super wall sink type tap with flange 15 mm 706 Two Way bib tap with flange 707 super jet spray with flange 2 in 1 faucet 1.50 metre long 708 Chloryphyriphos 709 Solvent 710 D.D.V.P. 711 Malathion 712 Pine Oil 713 S.S. Pipe 40 mm dia 714 Mild Steel 715 Barbed Wire 716 Concentina Coil Wire 717 M.S.Steel 718 RCC Pole 719 Green marble 720 Telephone black granite 721 Karva (for roof and sides 10kg bundle) 722 Tatti 723 Bamboo 25mm dia. 724 Lightening Conductor 725 Salt 726 Copper Tape width 25mm*3mm thick 727 Aluminium Strips 50 mm x 3 mm 728 Cripped wire3 - 0 , 4 - 0 and 5 - 0 wide 729 Welding Electrodes 730 Welded Mesh 75 X 75 mm 731 Welded Mesh 150 X 150 mm 732 Tarat 36 width (Gunny cloth) 733 Chain link3 - 0 , 4 - 0 and 5 - 0 wide 734 Bamboo 50mm dia. 735 Hold Fast for Steel Gate 736 Nut Boldts 12 mm dia. /Nails all size 737 M.S. Pipe 40 mm dia 738 Welding Rod 739 PVC hand rail cover 740 Antitermite Liquid 741 Lock for Drawer/Cupboard 742 Glycel 743 Hing 744 Hot lime 745 Ladder 746 Fine tooth chisel 747 Saw 748 Gloves 749 R.C.C.Pipe 1200mm dia.(Np3)2.5m long 750 R.C.C.Pipe 1100mm dia.(Np3)2.5m long 751 R.C.C.Pipe 1000mm dia.(Np3)2.5m long 752 R.C.C.Pipe 900mm dia.(Np3)2.5m long 753 R.C.C.Pipe 800mm dia.(Np3)2.5m long 754 R.C.C.Pipe 700mm dia.(Np3)2.5m long 755 R.C.C.Pipe 600mm dia.(Np3)2.5m long 756 R.C.C.Pipe 500mm dia.(Np3)2.5m long 757 R.C.C.Pipe 450mm dia.(Np3)2.5m long 758 R.C.C.pipe Np2 class 1000mm dia. 2.5m long 759 R.C.C.Np2 Pipe Collar 1000 mm Dia. 760 R.C.C.pipe Np2 class 1200mm dia. 2.5m long 761 R.C.C.Np2 Pipe Collar 1200 mm Dia. 762 R.C.C.pipe Np2 class 1800mm dia. 2.5m long 763 R.C.C.pipe Np2 class 900mm dia. 2.5m long 764 R.C.C.Np2 Pipe Collar 900 mm Dia. 765 R.C.C.pipe Np2 class 800mm dia. 2.5m long 766 R.C.C.Np2 Pipe Collar 800 mm Dia. 767 R.C.C.pipe Np2 class 700mm dia. 2.5m long 768 R.C.C.pipe Np2 class 600mm dia. 2.5m long 769 R.C.C.Np2 Pipe Collar 600 mm Dia. 770 R.C.C.pipe Np2 class 500mm dia. 2.5m long 771 R.C.C.pipe Np2 class 450mm dia. 2.5m long 772 R.C.C.Np2 Pipe Collar 450 mm Dia. 773 R.C.C.pipe Np2 class 100mm dia. 2m long 774 R.C.C.pipe Np2 class 150mm dia. 2m long 775 R.C.C.pipe Np2 class 225mm dia. 2m long 776 R.C.C.pipe Np2 class 300mm dia. 2m long 777 RCC Pipe Np 4 heavy duty non presure pipe 1000 mm diameter 778 RCC Pipe Np4 heavy duty non presure pipe 1200 mm diameter 779 RCC Pipe Np4 heavy duty non presure pipe 900 mm diameter 780 Cement 781 Structural Steel 782 TMT FE - 500 783 HCRM/CRS Reinforcement 784 Bitumen VG 10 (Bulk) (80/100) 785 Bitumen VG 30 (Bulk) (60/70) 786 Bitumen VG 40 (Bulk) (30/40) 787 Bitumen VG 30 (Packed) (60/70) 788 Bitumen VG 40 (Packed) (30/40) 789 Bitumen VG 10 (Packed) (80/100) 790 Sand - Natural/V.S.I.(Vertical Shaft Impact Crusher)Quality Artifitial Sand 791 Sand - Crushed 792 Natural Sand - Screened (for plaster work only) 793 Bricks II Class 794 Rubble stone excluding royalty 795 Aggregate 40 mm (Hand Broken) Blasted excluding royalty 796 Aggregate 25 mm 797 Aggregate 20 mm 798 Aggregate 12 mm 799 Aggregate 10 mm 800 Aggregate 6 mm 801 Stone Dust 802 Soft Murum 803 Hard Murum 804 Water 805 White Cement 806 Plasticizer 807 Stainless Steel Plate 808 EMULSION RS1 ( Hincol) BULK 809 EMULSION RS1 ( Hincol) Packed 810 WASTE PLASTIC to be used in bituminous treatment as per IRC SP-098-2013 811 Portland Slag Cement (PSC) 812 Ground Granulated Blast Furnance Slag (GGBS) 813 Bitumen VG-40 (bulk (30-40 grade)) 814 Stone Boulder of size 150 mm and below at Cruser Plant 815 Supply of quarried stone 150 - 200 mm size for Hand Broken at site 816 Boulder with minimum size of 300 mm for Pitching at Site 817 Coarse sand at Mixing Plant 818 Coarse sand at Site 819 Murum at Site 820 Fly ash conforming to IS: 3812 ( Part II &I) atHMP Plant / Batching Plant / Crushing Plant 821 Filter media/Filter Material as per Table 300-3 (MoRT&H Specification) 822 Close graded Granular sub-base Material 53 mm to 9.5 mm 823 Close graded Granular sub-base Material37.5 mm to 9.5 mm 824 Close graded Granular sub-base Material26.5 mm to 9.5 mm 825 Close graded Granular sub-base Material9.5 mm to 4.75 mm 826 Close graded Granular sub-base Material9.5 mm to 2.36 mm 827 Close graded Granular sub-base Material 4.75mm to 2.36 mm 828 Close graded Granular sub-base Material 4.75mm to 75 micron mm 829 Close graded Granular sub-base Material2.36 mm 830 Stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve. 831 Coarse graded Granular sub-base Material2.36 mm & below 832 Coarse graded Granular sub-base Material4.75mm to 75 micron mm 833 Coarse graded Granular sub-base Material4.75 mm to 2.36 mm 834 Coarse graded Granular sub-base Material 9.5 mm to 4.75 mm 835 Coarse graded Granular sub-base Material 26.5 mm to 4.75 mm 836 Coarse graded Granular sub-base Material 26.5 mm to 9.5 mm 837 Coarse graded Granular sub-base Material 37.5 mm to 9.5 mm 838 Coarse graded Granular sub-base Material 53 mm to 26 .5mm 839 Aggregates below 5.6 mm 840 Aggregates 22.4 mm to 2.36 mm 841 Aggregates 22.4 mm to 5.6 mm 842 Aggregates 45 mm to 2.8 mm 843 Aggregates 45 mm to 22.4 mm 844 Aggregates 53 mm to 2.8 mm 845 Aggregates 53 mm to 22.4 mm 846 Aggregates 63 mm to 2.8 mm 847 Aggregates 63 mm to 45 mm 848 Aggregates 90 mm to 45 mm 849 Aggregates 10 mm to 5 mm 850 Aggregates 11.2 mm to 0.09 mm 851 Aggregates 13.2 mm to 0.09 mm 852 Aggregates 13.2 mm to 5.6 mm 853 Aggregates 13.2 mm to 10 mm 854 Aggregates 20 mm to 10 mm 855 Aggregates 25 mm to 10 mm 856 Aggregates 19 mm to 6 mm 857 Aggregates 37.5 mm to 19 mm 858 Aggregates 37.5 mm to 25 mm 859 Aggregates 6 mm nominal size 860 Aggregates 10 mm nominal size 861 Aggregates 13.2/12.5 mm nominal size 862 Aggregates 20 mm nominal size 863 Aggregates 25 mm nominal size 864 Aggregates 40 mm nominal size 865 Binding wire 866 Bitumen ( Cationic Emulsion ) 867 Bitumen VG-30 (bulk (60-70 grade)) 868 Bitumen VG -10 (bulk (80-100 grade )) 869 Bitumen (Cutback ) 870 Bitumen (emulsion) 871 Bitumen (modified graded) (bulk Cr-60) 872 Geo grids 873 Geomembrane 874 Geonets 875 Geotextile 876 Geotextile filter fabric 877 LDO 878 Pavement Marking Paint 879 RCC Pipes 200 mm dia, 2.5 m long for drainage 880 Quarry spall 881 Road Barricade Perforated fench(2000 x 1000 x 40 mm ) 882 Road Barricade Sand Fillable only 1 mtr.[1000(L) x 350(W) x 760(H) mm ] 883 Polypropylene multifilament woven geotextile fabric for filter layer (approved opening size 0.075mm & water permeability 9.00 Litres/Sqm/Second) 884 Polythene bags 885 Trap stones weighing upto 20 kilogram 886 Trap stones weighing from 20 to 50 kilogram 887 Trap stones weighing from 50 to 100 kilogram 888 Trap stones weighing from 100 to 200 kilogram 889 Trap stones weighing from 200 to 300 kilogram 890 Trap stones weighing from 300 to 500 kilogram 891 Trap stones weighing from 500 to 1000 kilogram 892 Trap stones weighing from 1000 kilogram and above 893 Laterite stones rubbles upto 20kilogram 894 Laterite stones rubbles from 20 to 50 kilogram 895 Laterite stones rubbles from 50 to 100 kilogram 896 Gabions boxes of mechanically woven hexagonal shaped wire mesh of type, 10 cm x 12 cm. edges mechanically selvedged (Zinc+ PVC) coated G.I. wires as per BS: 443, mesh wire dia. 3.00 mm, edge wire 3.70 mm size 897 a) Gabion size - 1.00 x 1.00 x 1.00 M 898 b) Gabion size - 1.50 x 1.00 x 1.00 M 899 c) Gabion size - 2.00 x 1.00 x 1.00 M 900 d) Gabion size - 3.00 x 1.00 x 1.00 M 901 e) Gabion size - 4.00 x 1.00 x 1.00 M 902 Flexible gabions of polypropylene material of 10 mm ø four strand mesh size of 150mm x 150 mm size 903 a) Gabion size - 1.00 x 1.00 x 1.00 M 904 b) Gabion size - 1.50 x 1.00 x 1.00 M 905 c) Gabion size - 2.00 x 1.00 x 1.00 M 906 d) Gabion size - 3.00 x 1.00 x 1.00 M 907 Used tyre fender 908 Geotextile bags of sizes 909 a) Geotextile bags size - 1.00 x 0.70 M 910 b) Geotextile bags size - 2.00 x 1.50 M 911 Geotextile tube of 20 metre long & 912 a) Geotextile tube diameter - 3.00 M 913 b) Geotextile tube diameter - 1.50 M
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Maharashtra View Result →
6.
Rural Development #10390187 Price Bid
Providing and Supplying various Different material and Machinery Servicesat Grampanchayat Rahatwade Tal Haveli Dist Pune - 2 Centering Oil 3 Plastic Cover Block 4 R.C.C.Jali 50mm thick 5 Plastizer (Rheobuild) 825 RMt. 6 Concrete Spacer Block 15 mm 7 Concrete Spacer Block 20 mm 8 Concrete Spacer Block 25 mm 9 Concrete Spacer Block 30 / 40 mm 10 Anticorrrisive Primer Coat 11 Swaling Coat 12 PVC Coated GI Wire 13 Repairs to cut ends and damages with special liquid epoxy 14 Epoxy paint 15 R.C.C.Jali 80mm thick 16 Bricks (Red) 17 AAC Block 600x200x100 mm 18 Jointing Mortar 19 Fly ash Bricks 20 Corner stone 38*20*30cm 21 Khandakies 22 Pin Header (Standard Size) 23 Hollow Blocks C.C.0.2*0.2*0.4M 24 Hollow Blocks C.C.0.1*0.2*0.4M 25 Hollow Block C C 0.30 x 0.20 x 0.15 26 Siporex Block 75x240x650 mm 27 GBP Build Fast plus 28 Siporex Block 100x240x650 mm 29 Siporex Block 200x240x650 mm 30 Bitumen (Compound) 31 Brick bats 32 Water proof compound I.S 33 Tar Felt B.H.I.S.I.3mm thick 34 Acrylic Polymer Modified waterproofing Powder 35 Acrylic Polymer Modified Liquid 36 Fibre Glass Mesh 37 Bitumen 85/25 Grade 38 Bitumen 85/25 Grade Cold Primer 39 Grit (Add Below 5.6) 40 Bitumen Felt 41 Polydee-TP40 Primer 42 Polydee-TP40 Primer 43 Polydee-LM 44 Polydee-LM 150mm width 45 Bituflex Cloesdcell foam 30x30 mm 46 AG 10 Granules 47 Polydee-MC 48 Polydee-41 sealant and polyseal 49 Polydee-11 50 Bitumen Pad 25mm thick 1.20 x 1.20 Mtr 51 Neeru / Sanala 52 White Putty (Cement) 53 Texture Material 54 Rough Shahabad 25 to 30mm thick 55 Rough Shahabad 40 to 45 mm thick 56 Polished Shahabad 25 to 30mm thick 57 Rough Shahabad 50 to 60mm thick 58 Polished Shahabad 40 to 50mm thick For step 59 Polished Shahabad Machine cut 25mm thick 60 Polished Shahabad for step25mm thick 61 Tandoor Polished 25mm thick (Machine cut) 62 Tandoor Polished 25mm thick (Hand Cut) 63 Tandoor Polished for steps25mm thisk 64 Black Kadappa (one side polish) (Machine cut) 25 mm thick 65 Black Kadappa (one side polish) (Machine cut) 35mm thick 66 Both Sides Polished Kadappastone 25mm thick 67 Kota stone (Machine cut) upto 25-30mm thick one side polished 68 Kota stone (Hand cut) upto 25-30mm thick one side polished 69 Kota stone for step polished) upto 25mm thick (1.2*0.3M) 70 Ceramic tiles 30*30cm 71 Ceramic Antiskid Flooring Tiles 30 x 30 cm 72 Ceramic Tiles for dado 30 cm x 30 cm 73 Ceramic Tiles for dado 30 x 45 cm 74 Heavy duty interlocking concrete block 60mm thick gray 300 kg/sq.cm. 75 Heavy duty interlocking concrete block 60mm thick coloured 300kg/sq.cm 76 Heavy duty interlocking concrete block 80mm thick gray 300kg/sq.cm 77 Heavy duty interlocking concrete block 80mm thick coloured 300kg/sq.cm 78 Heavy duty interlocking concrete block 80mm thick rubber mould glossy 400kg/sq.cm 79 Heavy duty interlocking concrete block 40mm thick colour 200 kg/sq.cm 80 Telephone Black Granite 81 Green marble 82 Vitrified tiles Glossy Size 590 to 605 mm* 590 to 605 mm*8 to 10mm 83 Vitrifiedmatt finish - size 590 to 605 mm* 590 to 605 mm *8 to 10mm 84 Vitrified rustic matt stone finish size 590 to 605mm *590 to 605mm*8 to 10mm 85 Vertified stone effect finish size 590 to 605mm* 590 to 605mm * 8 to 10mm 86 Calcet Powder 87 Black Oxide powder 88 Fevi Matt Chemical 10 Kg Bag 89 Marble chips 90 Heavy duty interlocking concrete block 60mm thick rubber mould glossy 400kg/sq.cm 91 Tremix Treatment 100 mm thick 92 Marble mosaic chequered tiles (gray) 93 Colour cement 94 Heavy Duty Designer come. tile for flooring 95 Heavy Duty Designer come. tile for Steps 96 PVC flooring 97 Ceramic Tiles for dado 30 x 60 cm 98 Marble (other than white makrana) 99 Kota stone (Hand cut) upto 45-55mm thick one side polished 100 Vitrifiedmatt finish - size 895 to 900 mm* 895 to 900 mm *10 to 12 mm 101 Bees wax 102 Coal Tar 103 Common Spirit 104 French Polish 105 Varnish 106 Malemaine Polish 107 C.C.T.W. Ballies 125 mm Diameter 108 Oil enamel paint/flat/glossy paint(ready mix) (with I.S.I. Mark) 109 Synthetic paint (ready mix) 110 Catonic emulsion paint 111 White oil paint 100ml pack tin 112 Red Oxide paint 113 Cement paint 114 Steel Primer 115 Primer for plaster surface 116 Putty 117 Boiled linseed oil 118 Linseed oil double boiled 119 Terpentine 120 Wood Primer 121 Brush for lettring 122 Brush for road marking 5cm 123 Brush for marking road 8cm 124 Brush for road marking 10cm 125 Lustre paint 126 Textured Synthetic paint 127 White lead paint 128 Birla wall care putty 129 Aluminium Paint 130 Plastic emulsion paint 131 Acraylic Emulsion Paint 132 Exterior Primer 133 Weather shield paint 134 Neel 135 Oil bound distemper 136 Red powder / Geru 137 Saras 138 Scrapping sand paper size (30 * 20cm) 139 Dry distemper 140 Chunam / White lime Powder 141 paint Luster Paint 142 Roller Brush 143 Royale Luxury Emulsion Paint 144 Country Teak Wood 145 Ghana teak wood 146 Teak Wood planks above 2.5 m length 147 Teak wood bidding 1/2 * 1/2 148 T.W.Balli 100 mm dia 149 Jungle wood (non teak) normal 150 Bamboo 25mm dia.(4.5 to 6m) 151 Bamboo 50mm dia. 152 Bamboo Matting 1.2*1.8m 153 Ply wood 12mm thick 154 Ply wood 6mm thick 155 Mica laminate as per ISI 0.1 mm thick 156 Face Veneel board 4 mm thick 157 Particle board B.W.P.Phinol bond 12mm thick 158 Particle board B.W.P.Phinol bond 19 mm thick 159 Formica 1.5 mm thick 160 Tower bolt brass oxidised 10 mm dia length 150 mm 161 Ferical 162 Ply wood 18mm thick Commercial 163 Teak wood battens 50 * 25mm 164 Teak wood batten 25 mm * 12 mm 165 Veneer 3.5 to 4 mm thick 166 Alluminium rod 25mm dia 167 A.C.Corrugated sheet 6mm thick 168 A.C.Sheet ridge 169 A.C.Sheet plain 4mm thick 170 G.C.I. Sheet (Corrugated) 22 BWG 171 G.C.I. Sheet (Corrugated) 24 BWG 172 G.I. Sheet (plain) 22 BWG 173 G.I. Sheet (plain) 24 BWG 174 G.I.Washers 175 G.I. J or L hooks 6 mm dia. 176 Nails iron all size 177 Mangalore tiles class AA 178 Mangalore Ridge / Hip tiles 179 Mangalore Glass tiles 180 Mangalore Pattern cowl Ventilator 181 G.I. Pre coated trapezoidal 0.50 mm thick roof Metalic Coloured Sheet 182 G.I. Pre coated Ridge Sheet 183 Gypsum powder 184 Aluminium Alloy plate 2mm thick 185 Aluminium sheeting fixed with encapsuled lens type reflective sheeting including 2% towards lettering , cost of angle iron, cost of drilling holes , nuts, bolts etc. and signs as applicable. 186 Plaster Of Paris 187 Decorative Board of Fibrous Plaster of Paris 12 to 15 mm 188 Acoustic Board 12 mm thick 189 Gypsum Board 12.5 mm thick 190 UPVC 3 layer trapezoidal 2.00 mm sheet 191 Light weight calcium silicate tile of size 595 x 595 mm of texture spin stone / cosmos / plain / Glode fine fissured. 192 Bioguard Board 16 mm 193 Ultima tile 194 Optra tile 195 Proflex Sheet 1 mm 196 Sky light 2 mm thick 197 Hanger rod 4mm thick 198 level Adjustment clip size 85x30x0.8mm 199 Dash fastener 12.5mm dia 50mm long 200 Soffit cleat 25mmx35mmx1.60mm 201 Wooden Screws with plastic rawl plugs 35mmx8mm 202 Light weight calcium silicate tiles of size 595x595mm of texture Spintone for Tegular edge ceiling 203 Plain Zinc Sheet 204 UPVC ridge/hip tiles 205 Hanger wire (2.68 mm dia), 1.82 m long 206 Dune edge tiles 207 Fine fissured edge tiles 208 Turbo ventilator 24 209 Tarat 36 width ( Gunny Cloth) 210 Wire glass 211 Fire wood 212 Precoated Galvanised Steel Plain Sheet 213 Connecting clip for supports 214 Dry wall screws 25 mm 215 Jointing Compound 216 Jointing Tape 217 Minaral Fibre board 600 x 600 mm 218 Perimeter Channel 80 x 8 mm 219 Screws 1 12 220 Screws 1/2 221 Rawal Plug 222 Plain Zinc Sheet 0.50 mm thick 223 Aldrop 300*16mm Chromium Plated 224 Aldrop Iron Oxidise 300*16mm 225 Aldrop Stainless steel 300*16mm 226 Handle 125mm M.S. Chromium Plated 227 Handle 150mm Brass Chromium plated (Rounded Shape) 228 Handle Alluminium 125 mm 229 Iron hinges chromium plated 125mm 230 But Hinges Alluminium 125mm 231 G.I.Screw 50mm 232 G.I.Screw 25mm 233 Stainless Steel Hinges - 125mm 14 gauge (Heavy Duty) 234 Tower bolt Aluminium 10mm dia.length 250mm 235 Tower bolt Aluminium 10mm dia.length 200mm 236 Tower bolt M.S. Chromium plated 10mm dia,length 300mm 237 Tower bolt M.S. Chromium plated 10mm dia,length 200mm 238 Cold Rolled Steel Hollow Section Door frame 1829*610mm 239 Aluminium stay 25cm 240 Aluminium stay 30cm 241 Jali fly proof 242 Jali chicken mesh 243 Jali welded mesh 25*25* 13 Guage 244 Jali welded mesh 25*25* 11 Guage 245 Jali welded mesh 50*25 13 Guage 246 Jali welded mesh 50*25 11 Guage 247 Hold fast Iron 300*40*5mm 248 Sliding Door Bolt Stainless Steel 12mm dia. 250mm length 249 Glass plain 3mm 250 Glass plain 5mm 251 Glass obscured (bajara) 5mm 252 G.I. Nut Bolt 253 Housing box to rolling shutter 254 Mechanical Gear For Rolling Shutter 255 Mortice lock superior 256 Solid Core commercial shutter 30mm thick phenol bonded with face veneer 3 mm thick both side 257 Iron washer 12mm to 16mm 258 Aluminium Section 259 Nylon / PVC Gasket 260 Alluminium Screw 32 x 6 mm, 25 x 6 mm 261 Concealed locking arrangement of 100 mm length for sliding window 262 Alluminium Grill 7.50 mm thick 263 Hydraulic floor spring heavy duty ( 150 Kg capacity) ISI mark 264 Iron Oxidized sliding door bolt 200 mm length, 12 mm dia 265 Powder and Chemicals for colour anodizing process of alluminium sections 266 Lock for Sliding Shutter 267 All Bearing Roller 268 All Frame Rail Angle 269 Welding Electrodes 270 C.R.C. Sheet 271 Abstrone Butadyne Styrine (ABS) Door Shutter including Transportation 272 Puff Insulation 35-40 Kg/Cumt. Density 273 PVC Door Shutter 34 mm thick Factory Made Shutter 274 FRP Door Shutter 30 mm thick Factory Made Shutter 275 FRP Door Shutter 35 mm thick Factory Made Shutter 276 Bison Pannel 277 PVC factory made solid panel door shutter with stainless steel fixutres & fastening 278 PVC factory made flush door 30 mm with stainless steel fixutres & fastening 279 Sliding door bolt Chromium plated 250mm 280 Acrylic Plain Sheet 3 mm 281 Aldrop Stainless steel 300*16mm 282 Aldrop Stainless steel 250*16 mm 283 Handle 150mm Stainless Steel (Rounded Shape) 284 Handle 200mm Stainless Steel (Rounded Shape) 285 Stainless Steel Hinges - 100mm 14 gauge (Heavy Duty) 286 Stainless Steel Hinges - 125mm 14 gauge(Heavy Duty) 287 Housing box to rolling shutter 288 Mechanical Gear For Rolling Shutter 289 Door StopperStainless Steel 290 Tower Bolt Stainless Steel 200 mm 291 Tower Bolt Stainless Steel 250 mm 292 Sliding Door Bolt Stainless Steel 250 mm 293 Handle Stainless Steel 100 mm 294 Eye Hole Lens 295 Rolling Shutter 296 Ply Wood 297 Stainless steel hooks and eyes 200 mm 298 Steel Window 299 Powder Coating 300 Rubber Lining 301 Ply wood 9 mm thick 302 Laminated board double 12mm thick 303 Alluminium Section anodized 304 Handle iron oxidised 150 mm 305 Hinges iron oxidised 100 mm 306 T. W. Particle board, both face laminated 12 mm 307 Battens T.W. 70 x 45 mm 308 Nuts and Bolts 309 Plain FRP Sheet 22 B.W.G. 310 TW Runner (6 x 3) 311 Alluminium Screw 312 F Patti 313 Teak wood planks above 2.5m length 314 Vision Panel 315 Solid core shutter 35 mm thick with commercial veneer facing and phenol bonded 316 Oil Paint 317 Acrylic Plain Sheet 2 mm thick 318 Aluminium Sheet 24 B.W.G 319 Alluminium Section with Powder Coating 320 Concealed lock 321 Mosquito proof Nylone net 322 Solid Core commercial shutter 30mm thick phenol bonded with face veneer 3 mm thick both side with bidding patty 323 G.I. Pipe 100mm dia. Medium type 324 G.I. Pipe 100mm dia. Heavy type 325 G.I. Pipe 15mm dia. Medium type 326 G.I. Pipe 15mm dia. Heavy type 327 G.I. Pipe 20mm dia. Medium type 328 G.I. Pipe 20mm dia.Heavy type 329 G.I. Pipe 25mm dia. Medium type 330 G.I. Pipe 25mm dia. Heavy type 331 G.I. Pipe 32mm dia. Medium type 332 G.I. Pipe 32mm dia.Heavy type 333 G.I. Pipe 40mm dia. Medium type 334 G.I. Pipe 40mm dia. Heavy type 335 G.I. Pipe 50mm dia. Medium type 336 G.I. Pipe 50mm dia. Heavy type 337 G.I. Pipe 65mm dia. Medium type 338 G.I. Pipe 65mm dia. Heavy type 339 G.I. Pipe 80mm dia. Medium type 340 G.I. Pipe 80mm dia. Heavy type 341 PVC Nahani Trap 75 mm 342 G.I.Clamps 100mm to 150mm 343 PVC Nahani Trap 150 mm 344 G.I.Clamps 12mm to 32mm 345 G.I.Clamps 40mm to 80mm 346 Anglo Indian W.C. Pan Colour 347 G.I.Fixtures 348 P.V.C. Cowl 100 mm 349 G.I.Screws 30mm 350 G.I.Screws 40mm 351 G.I.Union 25mm dia. 352 Gully trap cover with frame 353 Gun Metal stop tap with crutch wheel 20mm 354 Gun metal stop tap with crutch wheel 25mm 355 Gun metal stop tap with crutch wheel 15mm 356 Gun metal stop tap with crutch wheel 20mm 357 C.I.Bend 75mm dia. 358 C.I.Bend 100mm dia. 359 C.I.Bip tap 12mm 360 C.I.Grating 150mm dia. 361 C.I.Grating 100mm dia. 362 C.I.Grating 75mm dia. 363 C.I.Brackets 364 C.I.Collers 100mm dia. 365 C.I.Copllers 75mm dia. 366 C.I.Cover 45*30 cm with frame 367 C.I.Cowl / Vent 100mm dia. 368 C.I.Cowl / Vent 150mm dia. 369 C.I.Cowl / Vent 75mm dia. 370 C.I.Hinged Cover with frame 371 C.I.Man hole cover 50 kg. 372 C.I.Man hole cover 75 kg. 373 C.I.Man hole cover 100 kg. 374 C.I.Man hole cover 175 kg.Heavy (0.9*0.45m) 375 C.I.Nahani trap 100mm dia.(375mm long) 376 C.I.Nahani trap 75 to 80mm dia.(375mm long) 377 C.I.100*75*300 long arm (wt. 6kg)nahani trap 378 C.I.Soil pipe 100mm dia. 379 C.I.Soil pipe 150mm dia. 380 C.I,Soil pipe 75 to 80mm dia. 381 C.I.Shoe 75 mm dia. 382 C.I. Shoe 100 mm dia. 383 C.I.Shoe 150mm 384 Ball cock 15mm dia.P.V.C.FLOAT 385 Ball cock 25mm dia.P.V.C.FLOAT 386 Ball cock 40mm dia.P.V.C.FLOAT 387 Ball cock 50mm dia.P.V.C.FLOAT 388 Bib cock stop tap brass heavy 15mm 389 Bib cock stop tap brass heavy 20mm 390 Bib cockstop tap brass heavy 25mm 391 Bib tap 12mm brass medium 392 Colour wash hand basin 55*40cm 393 Colour wash hand basin 63*45cm 394 White glazed wash basin 45*30cm 395 White glazed wash hand basin 55*50cm 396 P.V.C. flexible Waste Pipe 32 mm dia 397 White Glazed Wash Hand Basin 63 x 45 cm 398 Sink white glazed 45*20*30cm 399 Pedestal for wash basin (standard size) 400 C.C.Septic tank 0.9m dia.(2.5m long) 401 C.C.Septic tank 1.20m dia.(2.5m long) 402 C.I.Steps for manhole 403 C.I.Cover with frame (Gully trap) 404 C.I.Plug Bend 150MM dia. 405 Clamp for G.I.pipe 25mm 406 Colour European type W.C.Pan 407 European type glazed W.C.pan 408 W.C.PAN Coloured glazed 64CM.(Orissa) 409 W.C.PAN White glazed 58 CM.Indian 410 W.C.PAN White glazed 57.50 CM (Orissa) 411 Fibre flushing tank for W.C. 412 Flushing tank automatic Urinal 10ltr. C.I. 413 Flushing tank automatic Urinal 5ltr. (P.V.C.) 414 Low level flush pr. St. 10ltr. 415 Flat back Urinal 416 Stall Type Urinal 417 Lipped type Urinal 418 Coloured glazed full stall Urinal 419 Bleaching Powder 420 Potassium Permanganate 421 Nylon Brush 422 Duster 423 Plastic Bucket 424 Coir 425 Gunny Cloth 426 Kharata 427 Wheel stop tap brass 15mm 428 Wheel stop tap brass 20mm 429 Wheel stop tap brass 25mm 430 Socket brass for 32mm tap 431 Socket brass for 40mm tap 432 Socket brass for 50mm tap 433 Socket brass for 65mm tap 434 Socket for 100mm tap 435 Socket for 15mm tap 436 Socket for 20mm tap 437 Socket for 25mm tap 438 Socket for 32mm tap 439 Socket for 40mm tap 440 Socket for 50mm tap 441 Socket for 65mm tap 442 Socket for 80mm tap 443 Span Yarn 444 Strainer for 100mm 445 Strainer for 40mm 446 Strainer for 50mm 447 Strainer for 80mm 448 Strainer for 15mm 449 Strainer for 20mm 450 Strainer for 25mm 451 Stone ware pipe 100mm dia. 452 Stone ware pipe 150mm dia. 453 Stone ware pipe 225mm dia. 454 Stone ware glazed pipe half round 100mm dia. 455 Stop tap brass with crunch wheel 15mm dia. 456 Towel rod with clamps 16mm dia. 457 Mirror 40*50cm. With plastic frame 458 Brass T Thimble Socket 32mm dia. 459 Brass wheel stop tap 32mm dia. 460 Brass wheel stop tap 40mm dia. 461 Brass wheel stop tap 50mm dia. 462 Brass wheel stop tap 65mm dia. 463 Brass wheel stop tap 80mm dia. 464 Half turn flush cock 25mm dia. 465 12mm flexible inlet pipe connection 466 Bell mouth cover 100mm dia. 467 Box chamber with lock 0.6*0.45m 468 Brass nozzle pillar tap 12mm 469 Black bakelite seat to european closer 470 Concussion push button type gun metal tap 15 to 25mm dia. 471 Coupling cast Iron 100mm dia. 472 Coupling cast Iron 80mm dia. 473 Chromium plated 12mm dia.bib cock 474 C.I.Trap grating 15*10 cm 475 C.I.Y junction 100mm dia. 476 C.I.Y junction 150mm dia. 477 C.I.Y junction 75mm dia. 478 Enameled bend 40mm dia. 479 Ferrul for C.I.pipr 100mm 480 White glazed foot rest chequred 25*10 cm 481 Half round earthware pipe 100mm(60cm long) 482 Half round earthware pipe 150mm(60cm long) 483 Jute Rope 484 Half round chaina ware pipe 100mm(60cm long) 485 Lead pipe 32mm dia. 486 Mohagani seat with lid 487 Mosquito proof coupling 488 Non-return valve 15mm for water meter 489 Non-return valve 25mm for water meter 490 Non-return valve 20mm for water meter 491 Piller tap 12mm dia.chromium plated heavy 492 P.Trap and lead pipe upto 40mm dia. 493 Rubber gasket (25, 28 and 20 cm) 494 Rubber Incertion 495 Rubberised adhesive 496 Salt glazed stone ware gully trap (150*150mm) 497 Self project tap brass chromium plated 15mm 498 Sewer trap 499 Shower rose chromium plated brass 10cm 500 P.V.C. pipe 15mm dia.10kg/cm2 pressure(class IV) 501 P.V.C. pipe 20mm dia.10kg/cm2 pressure(class IV) 502 P.V.C. pipe 25mm dia.10kg/cm2 pressure(class IV) 503 P.V.C. pipe 32mm dia.10kg/cm2 pressure(class IV) 504 P.V.C. pipe 40mm dia.10kg/cm2 pressure(class IV) 505 P.V.C. pipe 50mm dia.10kg/cm2 pressure(class IV) 506 P.V.C. pipe 60mm dia.10kg/cm2 pressure(class IV) 507 P.V.C. pipe 75mm dia.4 kg/cm2 pressure(class II) 508 P.V.C. 75 mm Soil Pipe 6 Kg/cm2 Pressure 509 P.V.C. pipe 90mm dia.4 kg/cm2 pressure(class II) 510 P.V.C.pipe 110mm dia.4kg/cm2 pressure (class II) 511 P.V.C. 110 mm Rain Water Pipe 6Kg/cm2 Pressure 512 P.V.C. 110 mm Soil Pipe 6 Kg/cm2 Pressure 513 P.V.C.pipe 140mm dia.4kg/cm2 pressure (class II) 514 P.V.C.pipe 160mm dia.4kg/cm2 pressure (class II) 515 P.V.C.pipe 160mm dia.Soil Pipe 516 P.V.C.pipe 160mm dia. Rain Water Pipe 517 P.V.C.Socket 15mm dia. 518 P.V.C.Socket 20mm dia. 519 P.V.C.Socket 25mm dia. 520 P.V.C.Socket 32mm dia. 521 P.V.C.Socket 40mm dia. 522 P.V.C.Socket 50mm dia. 523 P.V.C.Socket 60mm dia. 524 P.V.C.Flushing tank (12 ltr. Capacity) 525 Flush valve 32mm dia. 526 Ferocret tank 527 Stainless Steel sink of size 600*510*200mmof nirali or equivalent make 528 C.P.pillar cock jaquar make continental (Cat.No. CON-011) 529 C.P.pillar cock (ISI)jaquar make continental 530 C.P.pillar cock long neck with aerator jaquar make continental (Cat.No. CON- 021) 531 C.P.Bib cock (ISI)jaquar make continental (Cat.No. CON-037) 532 C.P.Bib Cock long thread jaquar make continental (Cat.No. CON-039) 533 C.P.2-way bib cock jaquar make continental (Cat.No. CON-041) 534 C.P.bib cock with wall flange long thread jaquar make continental (Cat.No. CON- 047) 535 C.P.Bib cock with nozzle jaquar make continental (Cat.No. CON-049) 536 C.P.Angular stop cockjaquar make continental (Cat.No. CON-053) 537 C.P.Angular stop cock long thread jaquar make continental(Cat.No. CON-055) 538 C.P.angular stop cock with wall flange jaquar make continental(Cat.No. CON- 059) 539 C.P.central hole basin mixer without popup waste system with 450mm long braided hoses jaquar make continental (Cat.No. CON-167B) 540 C.P.wall mixer with telephone shower arragnementonly but without teltphone shower crutch jaquar make continental (Cat.No. CON-217) 541 C.p.wall mixer non-telephonic shower arrangement jaquar make continental (Cat.No. CON-219) 542 C.P.wall mixer(wall mounted model) with telephone shower arrangement only and with telephone shower crutch jaquar make continental (Cat.No. CON-267) 543 C.P.wall mixer with provision for overheadshower with 115mm long bend pipe and wall flange jaquar make continental (Cat.No. CON-273UPR) 544 C.P.sink mixer with swinging casted spout (wallmounted) jaquar make continental (Cat.No. CON-309) 545 C.P.sink mixer swinging spout (table mounted model) 450mm long braided hoses jaquar make continental (Cat.No. CON-309B) 546 C.P.sink cock with swinging casted spout jaquar make continental (Cat.No. CON- 347) 547 C.P.sink cock with raised J shaped swinging casted spout (table mounted) jaquar make continental (Cat.No. CON- 359) 548 C.p.shower arm 190mm long light body with wallflange jaquar make continental (Cat. No. SHA - 477) 549 C.P.Flush cock with wall flange 25mm with plain knob jaquar make continental (Cat.No. FLR 6081) 550 C.P.Towel rail 24 jaquar make continental (Cat. No. ACN 1111N ) 551 C.P.Towel ring square jaquar make continental (Cat. No. ACN 1121N ) 552 C.P.Soap dish hooker jaquar make continental (Cat. No. AKB 35731 ) 553 C.P.soap dish (polyurethane)jaquar make continental (Cat. No. AQN 7733 ) 554 C.P.Toilet paper holder jaquar make continental (Cat. No. AQ 7751) 555 C.P.Toilet rack 24with lower hanger jaquar make continental (Cat. No. ACN 1181N) 556 C.P.Handshower (health faucet) 1m.PVC tube with wall hook jaquar make (Cat. No. ALD 563) 557 C.P.Pillar cock jaquar make queens collection (quarter turn fitting) (Cat. No. QQT 7011 ) 558 C.P.Bib cock with wall flange aqua make queens collection (quarter turn fitting) (Cat. No. QQT7037 ) 559 C.P.2-way bib cock with wall flange aqua make queens collection (quarter turn fitting) (Cat. No. QQT 7041) 560 C.P.Angular stop cock with wall flange aqua make queens collection (quarter turn fitting) (Cat. No. QQT 7053) 561 C.P.central hole basin mixer with regular spout without popup waste system with 450mm longbraided hoses jaquar make queens collection (quarter turn fitting) (Cat. No. QQT 7167bB ) 562 C.P.central hole basin mixer with regular spout with popup waste system with 450mm longbraided hoses jaquar make queens collection (quarter turn fitting) (Cat. No. QQT 7169b ) 563 C.P.central hole basin mixer with small spout without popup waste system with 450mm longbraided hoses jaquar make queens collection (quarter turn fitting) (Cat. No. QQT 7171B) 564 C.P.wall mixer (wall mounted model) with telephonic shower arrangement only but without crutchjaquar make queens collection(quarter turn filling) (Cat. No. QQT 7217 ) 565 C.P.wall mixer non-telephonic shower system jaquar make queens collection (quarter turn filling) (Cat. No. QQT 7219 ) 566 C.P.wall mixer (wall mounted model) with telephonic shower arrangement only and with telephone shower crutch jaquar make queens collection (quarter turn filling) (Cat. No. QQT 7267) 567 Hydraulic door closer 568 cPVC pipe 15mm dia. 569 cPVC pipe 20mm dia. 570 cPVC pipe 25mm dia. 571 cPVC pipe 32mm dia. 572 cPVC pipe 40mm dia. 573 cPVC pipe 50mm dia. 574 cPVC Coupling for 15mm dia. 575 cPVC Coupling for 20mm dia. 576 cPVC Coupling for 25mm dia. 577 cPVC Coupling for 32mm dia. 578 cPVC Coupling for 40mm dia. 579 cPVC Coupling for 50mm dia. 580 Elbow 90 Degree for 15mm dia. 581 Elbow 90 Degree for 20mm dia. 582 Elbow 90 Degree for 25mm dia. 583 Elbow 90 Degree for 32mm dia. 584 Elbow 90 Degree for 40mm dia. 585 Elbow 90 Degree for 50mm dia. 586 Tee for 15mm dia. 587 Tee for 20mm dia. 588 Tee for 25mm dia. 589 Tee for 32mm dia. 590 Tee for 40mm dia. 591 Tee for 50mm dia. 592 End cap for 15mm dia. 593 End cap for 20mm dia. 594 End cap for 25mm dia. 595 End cap for 32mm dia. 596 End cap for 40mm dia. 597 End cap for 50mm dia. 598 Ball cock for 15mm dia. 599 Ball cock for 12mm dia. 600 Ball cock for 25mm dia. 601 Ball cock for 32mm dia. 602 Ball cock for 40mm dia. 603 Araldite adhesive 604 Ball valves for 50mm dia. 605 Male adapter (Brass Threads) for 15mm dia. 606 Male adapter (Brass Threads) for 20mm dia. 607 Male adapter (Brass Threads) for 25mm dia. 608 Male adapter (Brass Threads) for 32mm dia. 609 Male adapter (Brass Threads) for 40mm dia. 610 Male adapter (Brass Threads) for 50mm dia. 611 Male adapter (Plastic Threads) for 15mm dia. 612 Male adapter (Plastic Threads) for 20mm dia. 613 Male adapter (Plastic Threads) for 25mm dia. 614 Male adapter (Plastic Threads) for 32mm dia. 615 Male adapter (Plastic Threads) for 40mm dia. 616 Male adapter (Plastic Threads) for 50mm dia. 617 Female adapter (Brass Threads) for 15mm dia. 618 Female adapter (Brass Threads) for 20mm dia. 619 Female adapter (Brass Threads) for 25mm dia. 620 Female adapter (Brass Threads) for 32mm dia. 621 Female adapter (Brass Threads) for 40mm dia. 622 Female adapter (Brass Threads) for 50mm dia. 623 Female adapter (Plastic Threads) for 15mm dia. 624 Female adapter (Plastic Threads) for 20mm dia. 625 Female adapter (Plastic Threads) for 25mm dia. 626 Union for 15mm dia. 627 Union for 20mm dia. 628 Union for 25mm dia. 629 Union for 32mm dia. 630 Union for 40mm dia. 631 Union for 50mm dia. 632 Cross for 15mm dia. 633 Cross for 20mm dia. 634 Step over Bend 15mm dia. 635 Step over Bend 20mm dia. 636 Tee holder for 15mm dia. 637 Tee holder for 32mm dia. 638 End plug threaded for 15mm dia. 639 R.C.C.Chamber cover with frame 90cm*45cm Heavy Duty 225kg 640 R.C.C.Chamber cover with frame 90cm*45cm Medium Duty 140kg 641 R.C.C.Chamber cover with frame 60cm*45cm Heavy Duty 160kg 642 R.C.C.Chamber cover with frame 60cm*45cm Medium Duty 100kg 643 I.S.I.Ferrul Connection15mm dia. 644 I.S.I.Ferrul Connection 20mm dia. 645 I.S.I.Ferrul Connection 25mm dia. 646 I.S.I.Ferrul Connection 32mm dia. 647 I.S.I.Ferrul Connection 40mm dia. 648 I.S.I.Ferrul Connection 50mm dia. 649 Water meter 15 mm diameter 650 Water meter 20 mm diameter 651 Water meter 25 mm diameter 652 Water meter 40 mm diameter 653 Water meter 50 mm diameter 654 Water meter 80 mm diameter 655 Water meter 100 mm diameter 656 Non return Valve 40 mm diameter 657 Non return Valve 50 mm diameter 658 Non return Valve 80 mm diameter 659 Non return Valve 100 mm diameter 660 Colour Wash Hand Basin 0.45 x 0.30 661 White Glaze Earth Sink 0.6 x 0.2 x 0.45 662 Clamp for G.I.pipe 200mm 663 Earopean type glazed W.C.pan 68cm 664 Earopean white glazed earthen ware closet pan 665 P.V.C. Nahni Trap 666 P.V.C. Connector. 15 mm dia 667 Low level flushing cistern 668 Upvc sanitary pipes all 20 mm dia. 669 Upvc sanitary pipes all 75 mm dia. 670 Bib cock stop tap brass heavy 15mm 671 Stainless Steel sink of size 610 x 460 x 200 mm of nirali or equivalent make 672 Upvc sanitary pipes all 63 mm dia. 673 W.C.PAN Colour glazed 57.50 CM (Orissa) 674 Piller cock mixer & Angle cock 675 Upvc sanitary pipes all 25 mm dia. 676 Upvc sanitary pipes all 15 mm dia. 677 Cement 678 Upvc sanitary pipes all 40 mm dia. 679 Upvc sanitary pipes all 50 mm dia. 680 Stainless Steel sink of size 470 x 420 x 178 mm of nirali or equivalent make 681 Bib cock Long Arm 682 Bottletrap wash basin 32 mm Cromium Plated 683 Upvc sanitary pipes all 32 mm dia. 684 Hamp rope 685 Bib cock cock stop tap brass heavy 15 mm 686 Colour wash hand basin 45*30cm 687 Ultra 250 mm. dia. uPVC 90 degree junction chamber base with U trap 688 Ultra 250 mm.dia. uPVCCover & Frame 689 uPVC Blanking Plug 110 mm 690 uPVC 90 degree bend 691 Ultra Shaft 250x470mm 692 Water jet with accessories 693 White glazed full stall urinal 694 Glass plain 6mm thick 695 White Glazed Earthenware Squatting plate (Ladies Urinal) 696 Autoclosing pillar cock of pressmatic tap 697 PVC Aqua kraft type super bib tap 15 mm 698 PVC Aqua kraft type super Two Way bib tap 15 mm 699 Super push button type cock / tap with flange 15 mm 700 PVC Aqua kraft type super jet spray 15 mm 701 PVC Aqua kraft type super right angle stop tap 702 PVC Aqua kraft type super Pillar tap 15 mm 703 Fixing in CC BK Clamp, Battan 704 Wall Mounted European type glazed W.C.pan 705 Super wall sink type tap with flange 15 mm 706 Two Way bib tap with flange 707 super jet spray with flange 2 in 1 faucet 1.50 metre long 708 Chloryphyriphos 709 Solvent 710 D.D.V.P. 711 Malathion 712 Pine Oil 713 S.S. Pipe 40 mm dia 714 Mild Steel 715 Barbed Wire 716 Concentina Coil Wire 717 M.S.Steel 718 RCC Pole 719 Green marble 720 Telephone black granite 721 Karva (for roof and sides 10kg bundle) 722 Tatti 723 Bamboo 25mm dia. 724 Lightening Conductor 725 Salt 726 Copper Tape width 25mm*3mm thick 727 Aluminium Strips 50 mm x 3 mm 728 Cripped wire3 - 0 , 4 - 0 and 5 - 0 wide 729 Welding Electrodes 730 Welded Mesh 75 X 75 mm 731 Welded Mesh 150 X 150 mm 732 Tarat 36 width (Gunny cloth) 733 Chain link3 - 0 , 4 - 0 and 5 - 0 wide 734 Bamboo 50mm dia. 735 Hold Fast for Steel Gate 736 Nut Boldts 12 mm dia. /Nails all size 737 M.S. Pipe 40 mm dia 738 Welding Rod 739 PVC hand rail cover 740 Antitermite Liquid 741 Lock for Drawer/Cupboard 742 Glycel 743 Hing 744 Hot lime 745 Ladder 746 Fine tooth chisel 747 Saw 748 Gloves 749 R.C.C.Pipe 1200mm dia.(Np3)2.5m long 750 R.C.C.Pipe 1100mm dia.(Np3)2.5m long 751 R.C.C.Pipe 1000mm dia.(Np3)2.5m long 752 R.C.C.Pipe 900mm dia.(Np3)2.5m long 753 R.C.C.Pipe 800mm dia.(Np3)2.5m long 754 R.C.C.Pipe 700mm dia.(Np3)2.5m long 755 R.C.C.Pipe 600mm dia.(Np3)2.5m long 756 R.C.C.Pipe 500mm dia.(Np3)2.5m long 757 R.C.C.Pipe 450mm dia.(Np3)2.5m long 758 R.C.C.pipe Np2 class 1000mm dia. 2.5m long 759 R.C.C.Np2 Pipe Collar 1000 mm Dia. 760 R.C.C.pipe Np2 class 1200mm dia. 2.5m long 761 R.C.C.Np2 Pipe Collar 1200 mm Dia. 762 R.C.C.pipe Np2 class 1800mm dia. 2.5m long 763 R.C.C.pipe Np2 class 900mm dia. 2.5m long 764 R.C.C.Np2 Pipe Collar 900 mm Dia. 765 R.C.C.pipe Np2 class 800mm dia. 2.5m long 766 R.C.C.Np2 Pipe Collar 800 mm Dia. 767 R.C.C.pipe Np2 class 700mm dia. 2.5m long 768 R.C.C.pipe Np2 class 600mm dia. 2.5m long 769 R.C.C.Np2 Pipe Collar 600 mm Dia. 770 R.C.C.pipe Np2 class 500mm dia. 2.5m long 771 R.C.C.pipe Np2 class 450mm dia. 2.5m long 772 R.C.C.Np2 Pipe Collar 450 mm Dia. 773 R.C.C.pipe Np2 class 100mm dia. 2m long 774 R.C.C.pipe Np2 class 150mm dia. 2m long 775 R.C.C.pipe Np2 class 225mm dia. 2m long 776 R.C.C.pipe Np2 class 300mm dia. 2m long 777 RCC Pipe Np 4 heavy duty non presure pipe 1000 mm diameter 778 RCC Pipe Np4 heavy duty non presure pipe 1200 mm diameter 779 RCC Pipe Np4 heavy duty non presure pipe 900 mm diameter 780 Cement 781 Structural Steel 782 TMT FE - 500 783 HCRM/CRS Reinforcement 784 Bitumen VG 10 (Bulk) (80/100) 785 Bitumen VG 30 (Bulk) (60/70) 786 Bitumen VG 40 (Bulk) (30/40) 787 Bitumen VG 30 (Packed) (60/70) 788 Bitumen VG 40 (Packed) (30/40) 789 Bitumen VG 10 (Packed) (80/100) 790 Sand - Natural/V.S.I.(Vertical Shaft Impact Crusher)Quality Artifitial Sand 791 Sand - Crushed 792 Natural Sand - Screened (for plaster work only) 793 Bricks II Class 794 Rubble stone excluding royalty 795 Aggregate 40 mm (Hand Broken) Blasted excluding royalty 796 Aggregate 25 mm 797 Aggregate 20 mm 798 Aggregate 12 mm 799 Aggregate 10 mm 800 Aggregate 6 mm 801 Stone Dust 802 Soft Murum 803 Hard Murum 804 Water 805 White Cement 806 Plasticizer 807 Stainless Steel Plate 808 EMULSION RS1 ( Hincol) BULK 809 EMULSION RS1 ( Hincol) Packed 810 WASTE PLASTIC to be used in bituminous treatment as per IRC SP-098-2013 811 Portland Slag Cement (PSC) 812 Ground Granulated Blast Furnance Slag (GGBS) 813 Bitumen VG-40 (bulk (30-40 grade)) 814 Stone Boulder of size 150 mm and below at Cruser Plant 815 Supply of quarried stone 150 - 200 mm size for Hand Broken at site 816 Boulder with minimum size of 300 mm for Pitching at Site 817 Coarse sand at Mixing Plant 818 Coarse sand at Site 819 Murum at Site 820 Fly ash conforming to IS: 3812 ( Part II &I) atHMP Plant / Batching Plant / Crushing Plant 821 Filter media/Filter Material as per Table 300-3 (MoRT&H Specification) 822 Close graded Granular sub-base Material 53 mm to 9.5 mm 823 Close graded Granular sub-base Material37.5 mm to 9.5 mm 824 Close graded Granular sub-base Material26.5 mm to 9.5 mm 825 Close graded Granular sub-base Material9.5 mm to 4.75 mm 826 Close graded Granular sub-base Material9.5 mm to 2.36 mm 827 Close graded Granular sub-base Material 4.75mm to 2.36 mm 828 Close graded Granular sub-base Material 4.75mm to 75 micron mm 829 Close graded Granular sub-base Material2.36 mm 830 Stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve. 831 Coarse graded Granular sub-base Material2.36 mm & below 832 Coarse graded Granular sub-base Material4.75mm to 75 micron mm 833 Coarse graded Granular sub-base Material4.75 mm to 2.36 mm 834 Coarse graded Granular sub-base Material 9.5 mm to 4.75 mm 835 Coarse graded Granular sub-base Material 26.5 mm to 4.75 mm 836 Coarse graded Granular sub-base Material 26.5 mm to 9.5 mm 837 Coarse graded Granular sub-base Material 37.5 mm to 9.5 mm 838 Coarse graded Granular sub-base Material 53 mm to 26 .5mm 839 Aggregates below 5.6 mm 840 Aggregates 22.4 mm to 2.36 mm 841 Aggregates 22.4 mm to 5.6 mm 842 Aggregates 45 mm to 2.8 mm 843 Aggregates 45 mm to 22.4 mm 844 Aggregates 53 mm to 2.8 mm 845 Aggregates 53 mm to 22.4 mm 846 Aggregates 63 mm to 2.8 mm 847 Aggregates 63 mm to 45 mm 848 Aggregates 90 mm to 45 mm 849 Aggregates 10 mm to 5 mm 850 Aggregates 11.2 mm to 0.09 mm 851 Aggregates 13.2 mm to 0.09 mm 852 Aggregates 13.2 mm to 5.6 mm 853 Aggregates 13.2 mm to 10 mm 854 Aggregates 20 mm to 10 mm 855 Aggregates 25 mm to 10 mm 856 Aggregates 19 mm to 6 mm 857 Aggregates 37.5 mm to 19 mm 858 Aggregates 37.5 mm to 25 mm 859 Aggregates 6 mm nominal size 860 Aggregates 10 mm nominal size 861 Aggregates 13.2/12.5 mm nominal size 862 Aggregates 20 mm nominal size 863 Aggregates 25 mm nominal size 864 Aggregates 40 mm nominal size 865 Binding wire 866 Bitumen ( Cationic Emulsion ) 867 Bitumen VG-30 (bulk (60-70 grade)) 868 Bitumen VG -10 (bulk (80-100 grade )) 869 Bitumen (Cutback ) 870 Bitumen (emulsion) 871 Bitumen (modified graded) (bulk Cr-60) 872 Geo grids 873 Geomembrane 874 Geonets 875 Geotextile 876 Geotextile filter fabric 877 LDO 878 Pavement Marking Paint 879 RCC Pipes 200 mm dia, 2.5 m long for drainage 880 Quarry spall 881 Road Barricade Perforated fench(2000 x 1000 x 40 mm ) 882 Road Barricade Sand Fillable only 1 mtr.[1000(L) x 350(W) x 760(H) mm ] 883 Polypropylene multifilament woven geotextile fabric for filter layer (approved opening size 0.075mm & water permeability 9.00 Litres/Sqm/Second) 884 Polythene bags 885 Trap stones weighing upto 20 kilogram 886 Trap stones weighing from 20 to 50 kilogram 887 Trap stones weighing from 50 to 100 kilogram 888 Trap stones weighing from 100 to 200 kilogram 889 Trap stones weighing from 200 to 300 kilogram 890 Trap stones weighing from 300 to 500 kilogram 891 Trap stones weighing from 500 to 1000 kilogram 892 Trap stones weighing from 1000 kilogram and above 893 Laterite stones rubbles upto 20kilogram 894 Laterite stones rubbles from 20 to 50 kilogram 895 Laterite stones rubbles from 50 to 100 kilogram 896 Gabions boxes of mechanically woven hexagonal shaped wire mesh of type, 10 cm x 12 cm. edges mechanically selvedged (Zinc+ PVC) coated G.I. wires as per BS: 443, mesh wire dia. 3.00 mm, edge wire 3.70 mm size 897 a) Gabion size - 1.00 x 1.00 x 1.00 M 898 b) Gabion size - 1.50 x 1.00 x 1.00 M 899 c) Gabion size - 2.00 x 1.00 x 1.00 M 900 d) Gabion size - 3.00 x 1.00 x 1.00 M 901 e) Gabion size - 4.00 x 1.00 x 1.00 M 902 Flexible gabions of polypropylene material of 10 mm ø four strand mesh size of 150mm x 150 mm size 903 a) Gabion size - 1.00 x 1.00 x 1.00 M 904 b) Gabion size - 1.50 x 1.00 x 1.00 M 905 c) Gabion size - 2.00 x 1.00 x 1.00 M 906 d) Gabion size - 3.00 x 1.00 x 1.00 M 907 Used tyre fender 908 Geotextile bags of sizes 909 a) Geotextile bags size - 1.00 x 0.70 M 910 b) Geotextile bags size - 2.00 x 1.50 M 911 Geotextile tube of 20 metre long & 912 a) Geotextile tube diameter - 3.00 M 913 b) Geotextile tube diameter - 1.50 M
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Maharashtra View Result →
7.
Rural Development #10381465 Price Bid
Providing and Supplying various Different material and Machinery Servicesat Grampanchayat Malkhed Tal Haveli Dist Pune - 2 Centering Oil 3 Plastic Cover Block 4 R.C.C.Jali 50mm thick 5 Plastizer (Rheobuild) 825 RMt. 6 Concrete Spacer Block 15 mm 7 Concrete Spacer Block 20 mm 8 Concrete Spacer Block 25 mm 9 Concrete Spacer Block 30 / 40 mm 10 Anticorrrisive Primer Coat 11 Swaling Coat 12 PVC Coated GI Wire 13 Repairs to cut ends and damages with special liquid epoxy 14 Epoxy paint 15 R.C.C.Jali 80mm thick 16 Bricks (Red) 17 AAC Block 600x200x100 mm 18 Jointing Mortar 19 Fly ash Bricks 20 Corner stone 38*20*30cm 21 Khandakies 22 Pin Header (Standard Size) 23 Hollow Blocks C.C.0.2*0.2*0.4M 24 Hollow Blocks C.C.0.1*0.2*0.4M 25 Hollow Block C C 0.30 x 0.20 x 0.15 26 Siporex Block 75x240x650 mm 27 GBP Build Fast plus 28 Siporex Block 100x240x650 mm 29 Siporex Block 200x240x650 mm 30 Bitumen (Compound) 31 Brick bats 32 Water proof compound I.S 33 Tar Felt B.H.I.S.I.3mm thick 34 Acrylic Polymer Modified waterproofing Powder 35 Acrylic Polymer Modified Liquid 36 Fibre Glass Mesh 37 Bitumen 85/25 Grade 38 Bitumen 85/25 Grade Cold Primer 39 Grit (Add Below 5.6) 40 Bitumen Felt 41 Polydee-TP40 Primer 42 Polydee-TP40 Primer 43 Polydee-LM 44 Polydee-LM 150mm width 45 Bituflex Cloesdcell foam 30x30 mm 46 AG 10 Granules 47 Polydee-MC 48 Polydee-41 sealant and polyseal 49 Polydee-11 50 Bitumen Pad 25mm thick 1.20 x 1.20 Mtr 51 Neeru / Sanala 52 White Putty (Cement) 53 Texture Material 54 Rough Shahabad 25 to 30mm thick 55 Rough Shahabad 40 to 45 mm thick 56 Polished Shahabad 25 to 30mm thick 57 Rough Shahabad 50 to 60mm thick 58 Polished Shahabad 40 to 50mm thick For step 59 Polished Shahabad Machine cut 25mm thick 60 Polished Shahabad for step25mm thick 61 Tandoor Polished 25mm thick (Machine cut) 62 Tandoor Polished 25mm thick (Hand Cut) 63 Tandoor Polished for steps25mm thisk 64 Black Kadappa (one side polish) (Machine cut) 25 mm thick 65 Black Kadappa (one side polish) (Machine cut) 35mm thick 66 Both Sides Polished Kadappastone 25mm thick 67 Kota stone (Machine cut) upto 25-30mm thick one side polished 68 Kota stone (Hand cut) upto 25-30mm thick one side polished 69 Kota stone for step polished) upto 25mm thick (1.2*0.3M) 70 Ceramic tiles 30*30cm 71 Ceramic Antiskid Flooring Tiles 30 x 30 cm 72 Ceramic Tiles for dado 30 cm x 30 cm 73 Ceramic Tiles for dado 30 x 45 cm 74 Heavy duty interlocking concrete block 60mm thick gray 300 kg/sq.cm. 75 Heavy duty interlocking concrete block 60mm thick coloured 300kg/sq.cm 76 Heavy duty interlocking concrete block 80mm thick gray 300kg/sq.cm 77 Heavy duty interlocking concrete block 80mm thick coloured 300kg/sq.cm 78 Heavy duty interlocking concrete block 80mm thick rubber mould glossy 400kg/sq.cm 79 Heavy duty interlocking concrete block 40mm thick colour 200 kg/sq.cm 80 Telephone Black Granite 81 Green marble 82 Vitrified tiles Glossy Size 590 to 605 mm* 590 to 605 mm*8 to 10mm 83 Vitrifiedmatt finish - size 590 to 605 mm* 590 to 605 mm *8 to 10mm 84 Vitrified rustic matt stone finish size 590 to 605mm *590 to 605mm*8 to 10mm 85 Vertified stone effect finish size 590 to 605mm* 590 to 605mm * 8 to 10mm 86 Calcet Powder 87 Black Oxide powder 88 Fevi Matt Chemical 10 Kg Bag 89 Marble chips 90 Heavy duty interlocking concrete block 60mm thick rubber mould glossy 400kg/sq.cm 91 Tremix Treatment 100 mm thick 92 Marble mosaic chequered tiles (gray) 93 Colour cement 94 Heavy Duty Designer come. tile for flooring 95 Heavy Duty Designer come. tile for Steps 96 PVC flooring 97 Ceramic Tiles for dado 30 x 60 cm 98 Marble (other than white makrana) 99 Kota stone (Hand cut) upto 45-55mm thick one side polished 100 Vitrifiedmatt finish - size 895 to 900 mm* 895 to 900 mm *10 to 12 mm 101 Bees wax 102 Coal Tar 103 Common Spirit 104 French Polish 105 Varnish 106 Malemaine Polish 107 C.C.T.W. Ballies 125 mm Diameter 108 Oil enamel paint/flat/glossy paint(ready mix) (with I.S.I. Mark) 109 Synthetic paint (ready mix) 110 Catonic emulsion paint 111 White oil paint 100ml pack tin 112 Red Oxide paint 113 Cement paint 114 Steel Primer 115 Primer for plaster surface 116 Putty 117 Boiled linseed oil 118 Linseed oil double boiled 119 Terpentine 120 Wood Primer 121 Brush for lettring 122 Brush for road marking 5cm 123 Brush for marking road 8cm 124 Brush for road marking 10cm 125 Lustre paint 126 Textured Synthetic paint 127 White lead paint 128 Birla wall care putty 129 Aluminium Paint 130 Plastic emulsion paint 131 Acraylic Emulsion Paint 132 Exterior Primer 133 Weather shield paint 134 Neel 135 Oil bound distemper 136 Red powder / Geru 137 Saras 138 Scrapping sand paper size (30 * 20cm) 139 Dry distemper 140 Chunam / White lime Powder 141 paint Luster Paint 142 Roller Brush 143 Royale Luxury Emulsion Paint 144 Country Teak Wood 145 Ghana teak wood 146 Teak Wood planks above 2.5 m length 147 Teak wood bidding 1/2 * 1/2 148 T.W.Balli 100 mm dia 149 Jungle wood (non teak) normal 150 Bamboo 25mm dia.(4.5 to 6m) 151 Bamboo 50mm dia. 152 Bamboo Matting 1.2*1.8m 153 Ply wood 12mm thick 154 Ply wood 6mm thick 155 Mica laminate as per ISI 0.1 mm thick 156 Face Veneel board 4 mm thick 157 Particle board B.W.P.Phinol bond 12mm thick 158 Particle board B.W.P.Phinol bond 19 mm thick 159 Formica 1.5 mm thick 160 Tower bolt brass oxidised 10 mm dia length 150 mm 161 Ferical 162 Ply wood 18mm thick Commercial 163 Teak wood battens 50 * 25mm 164 Teak wood batten 25 mm * 12 mm 165 Veneer 3.5 to 4 mm thick 166 Alluminium rod 25mm dia 167 A.C.Corrugated sheet 6mm thick 168 A.C.Sheet ridge 169 A.C.Sheet plain 4mm thick 170 G.C.I. Sheet (Corrugated) 22 BWG 171 G.C.I. Sheet (Corrugated) 24 BWG 172 G.I. Sheet (plain) 22 BWG 173 G.I. Sheet (plain) 24 BWG 174 G.I.Washers 175 G.I. J or L hooks 6 mm dia. 176 Nails iron all size 177 Mangalore tiles class AA 178 Mangalore Ridge / Hip tiles 179 Mangalore Glass tiles 180 Mangalore Pattern cowl Ventilator 181 G.I. Pre coated trapezoidal 0.50 mm thick roof Metalic Coloured Sheet 182 G.I. Pre coated Ridge Sheet 183 Gypsum powder 184 Aluminium Alloy plate 2mm thick 185 Aluminium sheeting fixed with encapsuled lens type reflective sheeting including 2% towards lettering , cost of angle iron, cost of drilling holes , nuts, bolts etc. and signs as applicable. 186 Plaster Of Paris 187 Decorative Board of Fibrous Plaster of Paris 12 to 15 mm 188 Acoustic Board 12 mm thick 189 Gypsum Board 12.5 mm thick 190 UPVC 3 layer trapezoidal 2.00 mm sheet 191 Light weight calcium silicate tile of size 595 x 595 mm of texture spin stone / cosmos / plain / Glode fine fissured. 192 Bioguard Board 16 mm 193 Ultima tile 194 Optra tile 195 Proflex Sheet 1 mm 196 Sky light 2 mm thick 197 Hanger rod 4mm thick 198 level Adjustment clip size 85x30x0.8mm 199 Dash fastener 12.5mm dia 50mm long 200 Soffit cleat 25mmx35mmx1.60mm 201 Wooden Screws with plastic rawl plugs 35mmx8mm 202 Light weight calcium silicate tiles of size 595x595mm of texture Spintone for Tegular edge ceiling 203 Plain Zinc Sheet 204 UPVC ridge/hip tiles 205 Hanger wire (2.68 mm dia), 1.82 m long 206 Dune edge tiles 207 Fine fissured edge tiles 208 Turbo ventilator 24 209 Tarat 36 width ( Gunny Cloth) 210 Wire glass 211 Fire wood 212 Precoated Galvanised Steel Plain Sheet 213 Connecting clip for supports 214 Dry wall screws 25 mm 215 Jointing Compound 216 Jointing Tape 217 Minaral Fibre board 600 x 600 mm 218 Perimeter Channel 80 x 8 mm 219 Screws 1 12 220 Screws 1/2 221 Rawal Plug 222 Plain Zinc Sheet 0.50 mm thick 223 Aldrop 300*16mm Chromium Plated 224 Aldrop Iron Oxidise 300*16mm 225 Aldrop Stainless steel 300*16mm 226 Handle 125mm M.S. Chromium Plated 227 Handle 150mm Brass Chromium plated (Rounded Shape) 228 Handle Alluminium 125 mm 229 Iron hinges chromium plated 125mm 230 But Hinges Alluminium 125mm 231 G.I.Screw 50mm 232 G.I.Screw 25mm 233 Stainless Steel Hinges - 125mm 14 gauge (Heavy Duty) 234 Tower bolt Aluminium 10mm dia.length 250mm 235 Tower bolt Aluminium 10mm dia.length 200mm 236 Tower bolt M.S. Chromium plated 10mm dia,length 300mm 237 Tower bolt M.S. Chromium plated 10mm dia,length 200mm 238 Cold Rolled Steel Hollow Section Door frame 1829*610mm 239 Aluminium stay 25cm 240 Aluminium stay 30cm 241 Jali fly proof 242 Jali chicken mesh 243 Jali welded mesh 25*25* 13 Guage 244 Jali welded mesh 25*25* 11 Guage 245 Jali welded mesh 50*25 13 Guage 246 Jali welded mesh 50*25 11 Guage 247 Hold fast Iron 300*40*5mm 248 Sliding Door Bolt Stainless Steel 12mm dia. 250mm length 249 Glass plain 3mm 250 Glass plain 5mm 251 Glass obscured (bajara) 5mm 252 G.I. Nut Bolt 253 Housing box to rolling shutter 254 Mechanical Gear For Rolling Shutter 255 Mortice lock superior 256 Solid Core commercial shutter 30mm thick phenol bonded with face veneer 3 mm thick both side 257 Iron washer 12mm to 16mm 258 Aluminium Section 259 Nylon / PVC Gasket 260 Alluminium Screw 32 x 6 mm, 25 x 6 mm 261 Concealed locking arrangement of 100 mm length for sliding window 262 Alluminium Grill 7.50 mm thick 263 Hydraulic floor spring heavy duty ( 150 Kg capacity) ISI mark 264 Iron Oxidized sliding door bolt 200 mm length, 12 mm dia 265 Powder and Chemicals for colour anodizing process of alluminium sections 266 Lock for Sliding Shutter 267 All Bearing Roller 268 All Frame Rail Angle 269 Welding Electrodes 270 C.R.C. Sheet 271 Abstrone Butadyne Styrine (ABS) Door Shutter including Transportation 272 Puff Insulation 35-40 Kg/Cumt. Density 273 PVC Door Shutter 34 mm thick Factory Made Shutter 274 FRP Door Shutter 30 mm thick Factory Made Shutter 275 FRP Door Shutter 35 mm thick Factory Made Shutter 276 Bison Pannel 277 PVC factory made solid panel door shutter with stainless steel fixutres & fastening 278 PVC factory made flush door 30 mm with stainless steel fixutres & fastening 279 Sliding door bolt Chromium plated 250mm 280 Acrylic Plain Sheet 3 mm 281 Aldrop Stainless steel 300*16mm 282 Aldrop Stainless steel 250*16 mm 283 Handle 150mm Stainless Steel (Rounded Shape) 284 Handle 200mm Stainless Steel (Rounded Shape) 285 Stainless Steel Hinges - 100mm 14 gauge (Heavy Duty) 286 Stainless Steel Hinges - 125mm 14 gauge(Heavy Duty) 287 Housing box to rolling shutter 288 Mechanical Gear For Rolling Shutter 289 Door StopperStainless Steel 290 Tower Bolt Stainless Steel 200 mm 291 Tower Bolt Stainless Steel 250 mm 292 Sliding Door Bolt Stainless Steel 250 mm 293 Handle Stainless Steel 100 mm 294 Eye Hole Lens 295 Rolling Shutter 296 Ply Wood 297 Stainless steel hooks and eyes 200 mm 298 Steel Window 299 Powder Coating 300 Rubber Lining 301 Ply wood 9 mm thick 302 Laminated board double 12mm thick 303 Alluminium Section anodized 304 Handle iron oxidised 150 mm 305 Hinges iron oxidised 100 mm 306 T. W. Particle board, both face laminated 12 mm 307 Battens T.W. 70 x 45 mm 308 Nuts and Bolts 309 Plain FRP Sheet 22 B.W.G. 310 TW Runner (6 x 3) 311 Alluminium Screw 312 F Patti 313 Teak wood planks above 2.5m length 314 Vision Panel 315 Solid core shutter 35 mm thick with commercial veneer facing and phenol bonded 316 Oil Paint 317 Acrylic Plain Sheet 2 mm thick 318 Aluminium Sheet 24 B.W.G 319 Alluminium Section with Powder Coating 320 Concealed lock 321 Mosquito proof Nylone net 322 Solid Core commercial shutter 30mm thick phenol bonded with face veneer 3 mm thick both side with bidding patty 323 G.I. Pipe 100mm dia. Medium type 324 G.I. Pipe 100mm dia. Heavy type 325 G.I. Pipe 15mm dia. Medium type 326 G.I. Pipe 15mm dia. Heavy type 327 G.I. Pipe 20mm dia. Medium type 328 G.I. Pipe 20mm dia.Heavy type 329 G.I. Pipe 25mm dia. Medium type 330 G.I. Pipe 25mm dia. Heavy type 331 G.I. Pipe 32mm dia. Medium type 332 G.I. Pipe 32mm dia.Heavy type 333 G.I. Pipe 40mm dia. Medium type 334 G.I. Pipe 40mm dia. Heavy type 335 G.I. Pipe 50mm dia. Medium type 336 G.I. Pipe 50mm dia. Heavy type 337 G.I. Pipe 65mm dia. Medium type 338 G.I. Pipe 65mm dia. Heavy type 339 G.I. Pipe 80mm dia. Medium type 340 G.I. Pipe 80mm dia. Heavy type 341 PVC Nahani Trap 75 mm 342 G.I.Clamps 100mm to 150mm 343 PVC Nahani Trap 150 mm 344 G.I.Clamps 12mm to 32mm 345 G.I.Clamps 40mm to 80mm 346 Anglo Indian W.C. Pan Colour 347 G.I.Fixtures 348 P.V.C. Cowl 100 mm 349 G.I.Screws 30mm 350 G.I.Screws 40mm 351 G.I.Union 25mm dia. 352 Gully trap cover with frame 353 Gun Metal stop tap with crutch wheel 20mm 354 Gun metal stop tap with crutch wheel 25mm 355 Gun metal stop tap with crutch wheel 15mm 356 Gun metal stop tap with crutch wheel 20mm 357 C.I.Bend 75mm dia. 358 C.I.Bend 100mm dia. 359 C.I.Bip tap 12mm 360 C.I.Grating 150mm dia. 361 C.I.Grating 100mm dia. 362 C.I.Grating 75mm dia. 363 C.I.Brackets 364 C.I.Collers 100mm dia. 365 C.I.Copllers 75mm dia. 366 C.I.Cover 45*30 cm with frame 367 C.I.Cowl / Vent 100mm dia. 368 C.I.Cowl / Vent 150mm dia. 369 C.I.Cowl / Vent 75mm dia. 370 C.I.Hinged Cover with frame 371 C.I.Man hole cover 50 kg. 372 C.I.Man hole cover 75 kg. 373 C.I.Man hole cover 100 kg. 374 C.I.Man hole cover 175 kg.Heavy (0.9*0.45m) 375 C.I.Nahani trap 100mm dia.(375mm long) 376 C.I.Nahani trap 75 to 80mm dia.(375mm long) 377 C.I.100*75*300 long arm (wt. 6kg)nahani trap 378 C.I.Soil pipe 100mm dia. 379 C.I.Soil pipe 150mm dia. 380 C.I,Soil pipe 75 to 80mm dia. 381 C.I.Shoe 75 mm dia. 382 C.I. Shoe 100 mm dia. 383 C.I.Shoe 150mm 384 Ball cock 15mm dia.P.V.C.FLOAT 385 Ball cock 25mm dia.P.V.C.FLOAT 386 Ball cock 40mm dia.P.V.C.FLOAT 387 Ball cock 50mm dia.P.V.C.FLOAT 388 Bib cock stop tap brass heavy 15mm 389 Bib cock stop tap brass heavy 20mm 390 Bib cockstop tap brass heavy 25mm 391 Bib tap 12mm brass medium 392 Colour wash hand basin 55*40cm 393 Colour wash hand basin 63*45cm 394 White glazed wash basin 45*30cm 395 White glazed wash hand basin 55*50cm 396 P.V.C. flexible Waste Pipe 32 mm dia 397 White Glazed Wash Hand Basin 63 x 45 cm 398 Sink white glazed 45*20*30cm 399 Pedestal for wash basin (standard size) 400 C.C.Septic tank 0.9m dia.(2.5m long) 401 C.C.Septic tank 1.20m dia.(2.5m long) 402 C.I.Steps for manhole 403 C.I.Cover with frame (Gully trap) 404 C.I.Plug Bend 150MM dia. 405 Clamp for G.I.pipe 25mm 406 Colour European type W.C.Pan 407 European type glazed W.C.pan 408 W.C.PAN Coloured glazed 64CM.(Orissa) 409 W.C.PAN White glazed 58 CM.Indian 410 W.C.PAN White glazed 57.50 CM (Orissa) 411 Fibre flushing tank for W.C. 412 Flushing tank automatic Urinal 10ltr. C.I. 413 Flushing tank automatic Urinal 5ltr. (P.V.C.) 414 Low level flush pr. St. 10ltr. 415 Flat back Urinal 416 Stall Type Urinal 417 Lipped type Urinal 418 Coloured glazed full stall Urinal 419 Bleaching Powder 420 Potassium Permanganate 421 Nylon Brush 422 Duster 423 Plastic Bucket 424 Coir 425 Gunny Cloth 426 Kharata 427 Wheel stop tap brass 15mm 428 Wheel stop tap brass 20mm 429 Wheel stop tap brass 25mm 430 Socket brass for 32mm tap 431 Socket brass for 40mm tap 432 Socket brass for 50mm tap 433 Socket brass for 65mm tap 434 Socket for 100mm tap 435 Socket for 15mm tap 436 Socket for 20mm tap 437 Socket for 25mm tap 438 Socket for 32mm tap 439 Socket for 40mm tap 440 Socket for 50mm tap 441 Socket for 65mm tap 442 Socket for 80mm tap 443 Span Yarn 444 Strainer for 100mm 445 Strainer for 40mm 446 Strainer for 50mm 447 Strainer for 80mm 448 Strainer for 15mm 449 Strainer for 20mm 450 Strainer for 25mm 451 Stone ware pipe 100mm dia. 452 Stone ware pipe 150mm dia. 453 Stone ware pipe 225mm dia. 454 Stone ware glazed pipe half round 100mm dia. 455 Stop tap brass with crunch wheel 15mm dia. 456 Towel rod with clamps 16mm dia. 457 Mirror 40*50cm. With plastic frame 458 Brass T Thimble Socket 32mm dia. 459 Brass wheel stop tap 32mm dia. 460 Brass wheel stop tap 40mm dia. 461 Brass wheel stop tap 50mm dia. 462 Brass wheel stop tap 65mm dia. 463 Brass wheel stop tap 80mm dia. 464 Half turn flush cock 25mm dia. 465 12mm flexible inlet pipe connection 466 Bell mouth cover 100mm dia. 467 Box chamber with lock 0.6*0.45m 468 Brass nozzle pillar tap 12mm 469 Black bakelite seat to european closer 470 Concussion push button type gun metal tap 15 to 25mm dia. 471 Coupling cast Iron 100mm dia. 472 Coupling cast Iron 80mm dia. 473 Chromium plated 12mm dia.bib cock 474 C.I.Trap grating 15*10 cm 475 C.I.Y junction 100mm dia. 476 C.I.Y junction 150mm dia. 477 C.I.Y junction 75mm dia. 478 Enameled bend 40mm dia. 479 Ferrul for C.I.pipr 100mm 480 White glazed foot rest chequred 25*10 cm 481 Half round earthware pipe 100mm(60cm long) 482 Half round earthware pipe 150mm(60cm long) 483 Jute Rope 484 Half round chaina ware pipe 100mm(60cm long) 485 Lead pipe 32mm dia. 486 Mohagani seat with lid 487 Mosquito proof coupling 488 Non-return valve 15mm for water meter 489 Non-return valve 25mm for water meter 490 Non-return valve 20mm for water meter 491 Piller tap 12mm dia.chromium plated heavy 492 P.Trap and lead pipe upto 40mm dia. 493 Rubber gasket (25, 28 and 20 cm) 494 Rubber Incertion 495 Rubberised adhesive 496 Salt glazed stone ware gully trap (150*150mm) 497 Self project tap brass chromium plated 15mm 498 Sewer trap 499 Shower rose chromium plated brass 10cm 500 P.V.C. pipe 15mm dia.10kg/cm2 pressure(class IV) 501 P.V.C. pipe 20mm dia.10kg/cm2 pressure(class IV) 502 P.V.C. pipe 25mm dia.10kg/cm2 pressure(class IV) 503 P.V.C. pipe 32mm dia.10kg/cm2 pressure(class IV) 504 P.V.C. pipe 40mm dia.10kg/cm2 pressure(class IV) 505 P.V.C. pipe 50mm dia.10kg/cm2 pressure(class IV) 506 P.V.C. pipe 60mm dia.10kg/cm2 pressure(class IV) 507 P.V.C. pipe 75mm dia.4 kg/cm2 pressure(class II) 508 P.V.C. 75 mm Soil Pipe 6 Kg/cm2 Pressure 509 P.V.C. pipe 90mm dia.4 kg/cm2 pressure(class II) 510 P.V.C.pipe 110mm dia.4kg/cm2 pressure (class II) 511 P.V.C. 110 mm Rain Water Pipe 6Kg/cm2 Pressure 512 P.V.C. 110 mm Soil Pipe 6 Kg/cm2 Pressure 513 P.V.C.pipe 140mm dia.4kg/cm2 pressure (class II) 514 P.V.C.pipe 160mm dia.4kg/cm2 pressure (class II) 515 P.V.C.pipe 160mm dia.Soil Pipe 516 P.V.C.pipe 160mm dia. Rain Water Pipe 517 P.V.C.Socket 15mm dia. 518 P.V.C.Socket 20mm dia. 519 P.V.C.Socket 25mm dia. 520 P.V.C.Socket 32mm dia. 521 P.V.C.Socket 40mm dia. 522 P.V.C.Socket 50mm dia. 523 P.V.C.Socket 60mm dia. 524 P.V.C.Flushing tank (12 ltr. Capacity) 525 Flush valve 32mm dia. 526 Ferocret tank 527 Stainless Steel sink of size 600*510*200mmof nirali or equivalent make 528 C.P.pillar cock jaquar make continental (Cat.No. CON-011) 529 C.P.pillar cock (ISI)jaquar make continental 530 C.P.pillar cock long neck with aerator jaquar make continental (Cat.No. CON- 021) 531 C.P.Bib cock (ISI)jaquar make continental (Cat.No. CON-037) 532 C.P.Bib Cock long thread jaquar make continental (Cat.No. CON-039) 533 C.P.2-way bib cock jaquar make continental (Cat.No. CON-041) 534 C.P.bib cock with wall flange long thread jaquar make continental (Cat.No. CON- 047) 535 C.P.Bib cock with nozzle jaquar make continental (Cat.No. CON-049) 536 C.P.Angular stop cockjaquar make continental (Cat.No. CON-053) 537 C.P.Angular stop cock long thread jaquar make continental(Cat.No. CON-055) 538 C.P.angular stop cock with wall flange jaquar make continental(Cat.No. CON- 059) 539 C.P.central hole basin mixer without popup waste system with 450mm long braided hoses jaquar make continental (Cat.No. CON-167B) 540 C.P.wall mixer with telephone shower arragnementonly but without teltphone shower crutch jaquar make continental (Cat.No. CON-217) 541 C.p.wall mixer non-telephonic shower arrangement jaquar make continental (Cat.No. CON-219) 542 C.P.wall mixer(wall mounted model) with telephone shower arrangement only and with telephone shower crutch jaquar make continental (Cat.No. CON-267) 543 C.P.wall mixer with provision for overheadshower with 115mm long bend pipe and wall flange jaquar make continental (Cat.No. CON-273UPR) 544 C.P.sink mixer with swinging casted spout (wallmounted) jaquar make continental (Cat.No. CON-309) 545 C.P.sink mixer swinging spout (table mounted model) 450mm long braided hoses jaquar make continental (Cat.No. CON-309B) 546 C.P.sink cock with swinging casted spout jaquar make continental (Cat.No. CON- 347) 547 C.P.sink cock with raised J shaped swinging casted spout (table mounted) jaquar make continental (Cat.No. CON- 359) 548 C.p.shower arm 190mm long light body with wallflange jaquar make continental (Cat. No. SHA - 477) 549 C.P.Flush cock with wall flange 25mm with plain knob jaquar make continental (Cat.No. FLR 6081) 550 C.P.Towel rail 24 jaquar make continental (Cat. No. ACN 1111N ) 551 C.P.Towel ring square jaquar make continental (Cat. No. ACN 1121N ) 552 C.P.Soap dish hooker jaquar make continental (Cat. No. AKB 35731 ) 553 C.P.soap dish (polyurethane)jaquar make continental (Cat. No. AQN 7733 ) 554 C.P.Toilet paper holder jaquar make continental (Cat. No. AQ 7751) 555 C.P.Toilet rack 24with lower hanger jaquar make continental (Cat. No. ACN 1181N) 556 C.P.Handshower (health faucet) 1m.PVC tube with wall hook jaquar make (Cat. No. ALD 563) 557 C.P.Pillar cock jaquar make queens collection (quarter turn fitting) (Cat. No. QQT 7011 ) 558 C.P.Bib cock with wall flange aqua make queens collection (quarter turn fitting) (Cat. No. QQT7037 ) 559 C.P.2-way bib cock with wall flange aqua make queens collection (quarter turn fitting) (Cat. No. QQT 7041) 560 C.P.Angular stop cock with wall flange aqua make queens collection (quarter turn fitting) (Cat. No. QQT 7053) 561 C.P.central hole basin mixer with regular spout without popup waste system with 450mm longbraided hoses jaquar make queens collection (quarter turn fitting) (Cat. No. QQT 7167bB ) 562 C.P.central hole basin mixer with regular spout with popup waste system with 450mm longbraided hoses jaquar make queens collection (quarter turn fitting) (Cat. No. QQT 7169b ) 563 C.P.central hole basin mixer with small spout without popup waste system with 450mm longbraided hoses jaquar make queens collection (quarter turn fitting) (Cat. No. QQT 7171B) 564 C.P.wall mixer (wall mounted model) with telephonic shower arrangement only but without crutchjaquar make queens collection(quarter turn filling) (Cat. No. QQT 7217 ) 565 C.P.wall mixer non-telephonic shower system jaquar make queens collection (quarter turn filling) (Cat. No. QQT 7219 ) 566 C.P.wall mixer (wall mounted model) with telephonic shower arrangement only and with telephone shower crutch jaquar make queens collection (quarter turn filling) (Cat. No. QQT 7267) 567 Hydraulic door closer 568 cPVC pipe 15mm dia. 569 cPVC pipe 20mm dia. 570 cPVC pipe 25mm dia. 571 cPVC pipe 32mm dia. 572 cPVC pipe 40mm dia. 573 cPVC pipe 50mm dia. 574 cPVC Coupling for 15mm dia. 575 cPVC Coupling for 20mm dia. 576 cPVC Coupling for 25mm dia. 577 cPVC Coupling for 32mm dia. 578 cPVC Coupling for 40mm dia. 579 cPVC Coupling for 50mm dia. 580 Elbow 90 Degree for 15mm dia. 581 Elbow 90 Degree for 20mm dia. 582 Elbow 90 Degree for 25mm dia. 583 Elbow 90 Degree for 32mm dia. 584 Elbow 90 Degree for 40mm dia. 585 Elbow 90 Degree for 50mm dia. 586 Tee for 15mm dia. 587 Tee for 20mm dia. 588 Tee for 25mm dia. 589 Tee for 32mm dia. 590 Tee for 40mm dia. 591 Tee for 50mm dia. 592 End cap for 15mm dia. 593 End cap for 20mm dia. 594 End cap for 25mm dia. 595 End cap for 32mm dia. 596 End cap for 40mm dia. 597 End cap for 50mm dia. 598 Ball cock for 15mm dia. 599 Ball cock for 12mm dia. 600 Ball cock for 25mm dia. 601 Ball cock for 32mm dia. 602 Ball cock for 40mm dia. 603 Araldite adhesive 604 Ball valves for 50mm dia. 605 Male adapter (Brass Threads) for 15mm dia. 606 Male adapter (Brass Threads) for 20mm dia. 607 Male adapter (Brass Threads) for 25mm dia. 608 Male adapter (Brass Threads) for 32mm dia. 609 Male adapter (Brass Threads) for 40mm dia. 610 Male adapter (Brass Threads) for 50mm dia. 611 Male adapter (Plastic Threads) for 15mm dia. 612 Male adapter (Plastic Threads) for 20mm dia. 613 Male adapter (Plastic Threads) for 25mm dia. 614 Male adapter (Plastic Threads) for 32mm dia. 615 Male adapter (Plastic Threads) for 40mm dia. 616 Male adapter (Plastic Threads) for 50mm dia. 617 Female adapter (Brass Threads) for 15mm dia. 618 Female adapter (Brass Threads) for 20mm dia. 619 Female adapter (Brass Threads) for 25mm dia. 620 Female adapter (Brass Threads) for 32mm dia. 621 Female adapter (Brass Threads) for 40mm dia. 622 Female adapter (Brass Threads) for 50mm dia. 623 Female adapter (Plastic Threads) for 15mm dia. 624 Female adapter (Plastic Threads) for 20mm dia. 625 Female adapter (Plastic Threads) for 25mm dia. 626 Union for 15mm dia. 627 Union for 20mm dia. 628 Union for 25mm dia. 629 Union for 32mm dia. 630 Union for 40mm dia. 631 Union for 50mm dia. 632 Cross for 15mm dia. 633 Cross for 20mm dia. 634 Step over Bend 15mm dia. 635 Step over Bend 20mm dia. 636 Tee holder for 15mm dia. 637 Tee holder for 32mm dia. 638 End plug threaded for 15mm dia. 639 R.C.C.Chamber cover with frame 90cm*45cm Heavy Duty 225kg 640 R.C.C.Chamber cover with frame 90cm*45cm Medium Duty 140kg 641 R.C.C.Chamber cover with frame 60cm*45cm Heavy Duty 160kg 642 R.C.C.Chamber cover with frame 60cm*45cm Medium Duty 100kg 643 I.S.I.Ferrul Connection15mm dia. 644 I.S.I.Ferrul Connection 20mm dia. 645 I.S.I.Ferrul Connection 25mm dia. 646 I.S.I.Ferrul Connection 32mm dia. 647 I.S.I.Ferrul Connection 40mm dia. 648 I.S.I.Ferrul Connection 50mm dia. 649 Water meter 15 mm diameter 650 Water meter 20 mm diameter 651 Water meter 25 mm diameter 652 Water meter 40 mm diameter 653 Water meter 50 mm diameter 654 Water meter 80 mm diameter 655 Water meter 100 mm diameter 656 Non return Valve 40 mm diameter 657 Non return Valve 50 mm diameter 658 Non return Valve 80 mm diameter 659 Non return Valve 100 mm diameter 660 Colour Wash Hand Basin 0.45 x 0.30 661 White Glaze Earth Sink 0.6 x 0.2 x 0.45 662 Clamp for G.I.pipe 200mm 663 Earopean type glazed W.C.pan 68cm 664 Earopean white glazed earthen ware closet pan 665 P.V.C. Nahni Trap 666 P.V.C. Connector. 15 mm dia 667 Low level flushing cistern 668 Upvc sanitary pipes all 20 mm dia. 669 Upvc sanitary pipes all 75 mm dia. 670 Bib cock stop tap brass heavy 15mm 671 Stainless Steel sink of size 610 x 460 x 200 mm of nirali or equivalent make 672 Upvc sanitary pipes all 63 mm dia. 673 W.C.PAN Colour glazed 57.50 CM (Orissa) 674 Piller cock mixer & Angle cock 675 Upvc sanitary pipes all 25 mm dia. 676 Upvc sanitary pipes all 15 mm dia. 677 Cement 678 Upvc sanitary pipes all 40 mm dia. 679 Upvc sanitary pipes all 50 mm dia. 680 Stainless Steel sink of size 470 x 420 x 178 mm of nirali or equivalent make 681 Bib cock Long Arm 682 Bottletrap wash basin 32 mm Cromium Plated 683 Upvc sanitary pipes all 32 mm dia. 684 Hamp rope 685 Bib cock cock stop tap brass heavy 15 mm 686 Colour wash hand basin 45*30cm 687 Ultra 250 mm. dia. uPVC 90 degree junction chamber base with U trap 688 Ultra 250 mm.dia. uPVCCover & Frame 689 uPVC Blanking Plug 110 mm 690 uPVC 90 degree bend 691 Ultra Shaft 250x470mm 692 Water jet with accessories 693 White glazed full stall urinal 694 Glass plain 6mm thick 695 White Glazed Earthenware Squatting plate (Ladies Urinal) 696 Autoclosing pillar cock of pressmatic tap 697 PVC Aqua kraft type super bib tap 15 mm 698 PVC Aqua kraft type super Two Way bib tap 15 mm 699 Super push button type cock / tap with flange 15 mm 700 PVC Aqua kraft type super jet spray 15 mm 701 PVC Aqua kraft type super right angle stop tap 702 PVC Aqua kraft type super Pillar tap 15 mm 703 Fixing in CC BK Clamp, Battan 704 Wall Mounted European type glazed W.C.pan 705 Super wall sink type tap with flange 15 mm 706 Two Way bib tap with flange 707 super jet spray with flange 2 in 1 faucet 1.50 metre long 708 Chloryphyriphos 709 Solvent 710 D.D.V.P. 711 Malathion 712 Pine Oil 713 S.S. Pipe 40 mm dia 714 Mild Steel 715 Barbed Wire 716 Concentina Coil Wire 717 M.S.Steel 718 RCC Pole 719 Green marble 720 Telephone black granite 721 Karva (for roof and sides 10kg bundle) 722 Tatti 723 Bamboo 25mm dia. 724 Lightening Conductor 725 Salt 726 Copper Tape width 25mm*3mm thick 727 Aluminium Strips 50 mm x 3 mm 728 Cripped wire3 - 0 , 4 - 0 and 5 - 0 wide 729 Welding Electrodes 730 Welded Mesh 75 X 75 mm 731 Welded Mesh 150 X 150 mm 732 Tarat 36 width (Gunny cloth) 733 Chain link3 - 0 , 4 - 0 and 5 - 0 wide 734 Bamboo 50mm dia. 735 Hold Fast for Steel Gate 736 Nut Boldts 12 mm dia. /Nails all size 737 M.S. Pipe 40 mm dia 738 Welding Rod 739 PVC hand rail cover 740 Antitermite Liquid 741 Lock for Drawer/Cupboard 742 Glycel 743 Hing 744 Hot lime 745 Ladder 746 Fine tooth chisel 747 Saw 748 Gloves 749 R.C.C.Pipe 1200mm dia.(Np3)2.5m long 750 R.C.C.Pipe 1100mm dia.(Np3)2.5m long 751 R.C.C.Pipe 1000mm dia.(Np3)2.5m long 752 R.C.C.Pipe 900mm dia.(Np3)2.5m long 753 R.C.C.Pipe 800mm dia.(Np3)2.5m long 754 R.C.C.Pipe 700mm dia.(Np3)2.5m long 755 R.C.C.Pipe 600mm dia.(Np3)2.5m long 756 R.C.C.Pipe 500mm dia.(Np3)2.5m long 757 R.C.C.Pipe 450mm dia.(Np3)2.5m long 758 R.C.C.pipe Np2 class 1000mm dia. 2.5m long 759 R.C.C.Np2 Pipe Collar 1000 mm Dia. 760 R.C.C.pipe Np2 class 1200mm dia. 2.5m long 761 R.C.C.Np2 Pipe Collar 1200 mm Dia. 762 R.C.C.pipe Np2 class 1800mm dia. 2.5m long 763 R.C.C.pipe Np2 class 900mm dia. 2.5m long 764 R.C.C.Np2 Pipe Collar 900 mm Dia. 765 R.C.C.pipe Np2 class 800mm dia. 2.5m long 766 R.C.C.Np2 Pipe Collar 800 mm Dia. 767 R.C.C.pipe Np2 class 700mm dia. 2.5m long 768 R.C.C.pipe Np2 class 600mm dia. 2.5m long 769 R.C.C.Np2 Pipe Collar 600 mm Dia. 770 R.C.C.pipe Np2 class 500mm dia. 2.5m long 771 R.C.C.pipe Np2 class 450mm dia. 2.5m long 772 R.C.C.Np2 Pipe Collar 450 mm Dia. 773 R.C.C.pipe Np2 class 100mm dia. 2m long 774 R.C.C.pipe Np2 class 150mm dia. 2m long 775 R.C.C.pipe Np2 class 225mm dia. 2m long 776 R.C.C.pipe Np2 class 300mm dia. 2m long 777 RCC Pipe Np 4 heavy duty non presure pipe 1000 mm diameter 778 RCC Pipe Np4 heavy duty non presure pipe 1200 mm diameter 779 RCC Pipe Np4 heavy duty non presure pipe 900 mm diameter 780 Cement 781 Structural Steel 782 TMT FE - 500 783 HCRM/CRS Reinforcement 784 Bitumen VG 10 (Bulk) (80/100) 785 Bitumen VG 30 (Bulk) (60/70) 786 Bitumen VG 40 (Bulk) (30/40) 787 Bitumen VG 30 (Packed) (60/70) 788 Bitumen VG 40 (Packed) (30/40) 789 Bitumen VG 10 (Packed) (80/100) 790 Sand - Natural/V.S.I.(Vertical Shaft Impact Crusher)Quality Artifitial Sand 791 Sand - Crushed 792 Natural Sand - Screened (for plaster work only) 793 Bricks II Class 794 Rubble stone excluding royalty 795 Aggregate 40 mm (Hand Broken) Blasted excluding royalty 796 Aggregate 25 mm 797 Aggregate 20 mm 798 Aggregate 12 mm 799 Aggregate 10 mm 800 Aggregate 6 mm 801 Stone Dust 802 Soft Murum 803 Hard Murum 804 Water 805 White Cement 806 Plasticizer 807 Stainless Steel Plate 808 EMULSION RS1 ( Hincol) BULK 809 EMULSION RS1 ( Hincol) Packed 810 WASTE PLASTIC to be used in bituminous treatment as per IRC SP-098-2013 811 Portland Slag Cement (PSC) 812 Ground Granulated Blast Furnance Slag (GGBS) 813 Bitumen VG-40 (bulk (30-40 grade)) 814 Stone Boulder of size 150 mm and below at Cruser Plant 815 Supply of quarried stone 150 - 200 mm size for Hand Broken at site 816 Boulder with minimum size of 300 mm for Pitching at Site 817 Coarse sand at Mixing Plant 818 Coarse sand at Site 819 Murum at Site 820 Fly ash conforming to IS: 3812 ( Part II &I) atHMP Plant / Batching Plant / Crushing Plant 821 Filter media/Filter Material as per Table 300-3 (MoRT&H Specification) 822 Close graded Granular sub-base Material 53 mm to 9.5 mm 823 Close graded Granular sub-base Material37.5 mm to 9.5 mm 824 Close graded Granular sub-base Material26.5 mm to 9.5 mm 825 Close graded Granular sub-base Material9.5 mm to 4.75 mm 826 Close graded Granular sub-base Material9.5 mm to 2.36 mm 827 Close graded Granular sub-base Material 4.75mm to 2.36 mm 828 Close graded Granular sub-base Material 4.75mm to 75 micron mm 829 Close graded Granular sub-base Material2.36 mm 830 Stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve. 831 Coarse graded Granular sub-base Material2.36 mm & below 832 Coarse graded Granular sub-base Material4.75mm to 75 micron mm 833 Coarse graded Granular sub-base Material4.75 mm to 2.36 mm 834 Coarse graded Granular sub-base Material 9.5 mm to 4.75 mm 835 Coarse graded Granular sub-base Material 26.5 mm to 4.75 mm 836 Coarse graded Granular sub-base Material 26.5 mm to 9.5 mm 837 Coarse graded Granular sub-base Material 37.5 mm to 9.5 mm 838 Coarse graded Granular sub-base Material 53 mm to 26 .5mm 839 Aggregates below 5.6 mm 840 Aggregates 22.4 mm to 2.36 mm 841 Aggregates 22.4 mm to 5.6 mm 842 Aggregates 45 mm to 2.8 mm 843 Aggregates 45 mm to 22.4 mm 844 Aggregates 53 mm to 2.8 mm 845 Aggregates 53 mm to 22.4 mm 846 Aggregates 63 mm to 2.8 mm 847 Aggregates 63 mm to 45 mm 848 Aggregates 90 mm to 45 mm 849 Aggregates 10 mm to 5 mm 850 Aggregates 11.2 mm to 0.09 mm 851 Aggregates 13.2 mm to 0.09 mm 852 Aggregates 13.2 mm to 5.6 mm 853 Aggregates 13.2 mm to 10 mm 854 Aggregates 20 mm to 10 mm 855 Aggregates 25 mm to 10 mm 856 Aggregates 19 mm to 6 mm 857 Aggregates 37.5 mm to 19 mm 858 Aggregates 37.5 mm to 25 mm 859 Aggregates 6 mm nominal size 860 Aggregates 10 mm nominal size 861 Aggregates 13.2/12.5 mm nominal size 862 Aggregates 20 mm nominal size 863 Aggregates 25 mm nominal size 864 Aggregates 40 mm nominal size 865 Binding wire 866 Bitumen ( Cationic Emulsion ) 867 Bitumen VG-30 (bulk (60-70 grade)) 868 Bitumen VG -10 (bulk (80-100 grade )) 869 Bitumen (Cutback ) 870 Bitumen (emulsion) 871 Bitumen (modified graded) (bulk Cr-60) 872 Geo grids 873 Geomembrane 874 Geonets 875 Geotextile 876 Geotextile filter fabric 877 LDO 878 Pavement Marking Paint 879 RCC Pipes 200 mm dia, 2.5 m long for drainage 880 Quarry spall 881 Road Barricade Perforated fench(2000 x 1000 x 40 mm ) 882 Road Barricade Sand Fillable only 1 mtr.[1000(L) x 350(W) x 760(H) mm ] 883 Polypropylene multifilament woven geotextile fabric for filter layer (approved opening size 0.075mm & water permeability 9.00 Litres/Sqm/Second) 884 Polythene bags 885 Trap stones weighing upto 20 kilogram 886 Trap stones weighing from 20 to 50 kilogram 887 Trap stones weighing from 50 to 100 kilogram 888 Trap stones weighing from 100 to 200 kilogram 889 Trap stones weighing from 200 to 300 kilogram 890 Trap stones weighing from 300 to 500 kilogram 891 Trap stones weighing from 500 to 1000 kilogram 892 Trap stones weighing from 1000 kilogram and above 893 Laterite stones rubbles upto 20kilogram 894 Laterite stones rubbles from 20 to 50 kilogram 895 Laterite stones rubbles from 50 to 100 kilogram 896 Gabions boxes of mechanically woven hexagonal shaped wire mesh of type, 10 cm x 12 cm. edges mechanically selvedged (Zinc+ PVC) coated G.I. wires as per BS: 443, mesh wire dia. 3.00 mm, edge wire 3.70 mm size 897 a) Gabion size - 1.00 x 1.00 x 1.00 M 898 b) Gabion size - 1.50 x 1.00 x 1.00 M 899 c) Gabion size - 2.00 x 1.00 x 1.00 M 900 d) Gabion size - 3.00 x 1.00 x 1.00 M 901 e) Gabion size - 4.00 x 1.00 x 1.00 M 902 Flexible gabions of polypropylene material of 10 mm ø four strand mesh size of 150mm x 150 mm size 903 a) Gabion size - 1.00 x 1.00 x 1.00 M 904 b) Gabion size - 1.50 x 1.00 x 1.00 M 905 c) Gabion size - 2.00 x 1.00 x 1.00 M 906 d) Gabion size - 3.00 x 1.00 x 1.00 M 907 Used tyre fender 908 Geotextile bags of sizes 909 a) Geotextile bags size - 1.00 x 0.70 M 910 b) Geotextile bags size - 2.00 x 1.50 M 911 Geotextile tube of 20 metre long & 912 a) Geotextile tube diameter - 3.00 M 913 b) Geotextile tube diameter - 1.50 M
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Maharashtra View Result →
8.
Rural Development #10381174 Price Bid
Providing and Supplying various Different material and Machinery Servicesat Grampanchayat Aaglambe Tal Haveli Dist Pune - 2 Centering Oil 3 Plastic Cover Block 4 R.C.C.Jali 50mm thick 5 Plastizer (Rheobuild) 825 RMt. 6 Concrete Spacer Block 15 mm 7 Concrete Spacer Block 20 mm 8 Concrete Spacer Block 25 mm 9 Concrete Spacer Block 30 / 40 mm 10 Anticorrrisive Primer Coat 11 Swaling Coat 12 PVC Coated GI Wire 13 Repairs to cut ends and damages with special liquid epoxy 14 Epoxy paint 15 R.C.C.Jali 80mm thick 16 Bricks (Red) 17 AAC Block 600x200x100 mm 18 Jointing Mortar 19 Fly ash Bricks 20 Corner stone 38*20*30cm 21 Khandakies 22 Pin Header (Standard Size) 23 Hollow Blocks C.C.0.2*0.2*0.4M 24 Hollow Blocks C.C.0.1*0.2*0.4M 25 Hollow Block C C 0.30 x 0.20 x 0.15 26 Siporex Block 75x240x650 mm 27 GBP Build Fast plus 28 Siporex Block 100x240x650 mm 29 Siporex Block 200x240x650 mm 30 Bitumen (Compound) 31 Brick bats 32 Water proof compound I.S 33 Tar Felt B.H.I.S.I.3mm thick 34 Acrylic Polymer Modified waterproofing Powder 35 Acrylic Polymer Modified Liquid 36 Fibre Glass Mesh 37 Bitumen 85/25 Grade 38 Bitumen 85/25 Grade Cold Primer 39 Grit (Add Below 5.6) 40 Bitumen Felt 41 Polydee-TP40 Primer 42 Polydee-TP40 Primer 43 Polydee-LM 44 Polydee-LM 150mm width 45 Bituflex Cloesdcell foam 30x30 mm 46 AG 10 Granules 47 Polydee-MC 48 Polydee-41 sealant and polyseal 49 Polydee-11 50 Bitumen Pad 25mm thick 1.20 x 1.20 Mtr 51 Neeru / Sanala 52 White Putty (Cement) 53 Texture Material 54 Rough Shahabad 25 to 30mm thick 55 Rough Shahabad 40 to 45 mm thick 56 Polished Shahabad 25 to 30mm thick 57 Rough Shahabad 50 to 60mm thick 58 Polished Shahabad 40 to 50mm thick For step 59 Polished Shahabad Machine cut 25mm thick 60 Polished Shahabad for step25mm thick 61 Tandoor Polished 25mm thick (Machine cut) 62 Tandoor Polished 25mm thick (Hand Cut) 63 Tandoor Polished for steps25mm thisk 64 Black Kadappa (one side polish) (Machine cut) 25 mm thick 65 Black Kadappa (one side polish) (Machine cut) 35mm thick 66 Both Sides Polished Kadappastone 25mm thick 67 Kota stone (Machine cut) upto 25-30mm thick one side polished 68 Kota stone (Hand cut) upto 25-30mm thick one side polished 69 Kota stone for step polished) upto 25mm thick (1.2*0.3M) 70 Ceramic tiles 30*30cm 71 Ceramic Antiskid Flooring Tiles 30 x 30 cm 72 Ceramic Tiles for dado 30 cm x 30 cm 73 Ceramic Tiles for dado 30 x 45 cm 74 Heavy duty interlocking concrete block 60mm thick gray 300 kg/sq.cm. 75 Heavy duty interlocking concrete block 60mm thick coloured 300kg/sq.cm 76 Heavy duty interlocking concrete block 80mm thick gray 300kg/sq.cm 77 Heavy duty interlocking concrete block 80mm thick coloured 300kg/sq.cm 78 Heavy duty interlocking concrete block 80mm thick rubber mould glossy 400kg/sq.cm 79 Heavy duty interlocking concrete block 40mm thick colour 200 kg/sq.cm 80 Telephone Black Granite 81 Green marble 82 Vitrified tiles Glossy Size 590 to 605 mm* 590 to 605 mm*8 to 10mm 83 Vitrifiedmatt finish - size 590 to 605 mm* 590 to 605 mm *8 to 10mm 84 Vitrified rustic matt stone finish size 590 to 605mm *590 to 605mm*8 to 10mm 85 Vertified stone effect finish size 590 to 605mm* 590 to 605mm * 8 to 10mm 86 Calcet Powder 87 Black Oxide powder 88 Fevi Matt Chemical 10 Kg Bag 89 Marble chips 90 Heavy duty interlocking concrete block 60mm thick rubber mould glossy 400kg/sq.cm 91 Tremix Treatment 100 mm thick 92 Marble mosaic chequered tiles (gray) 93 Colour cement 94 Heavy Duty Designer come. tile for flooring 95 Heavy Duty Designer come. tile for Steps 96 PVC flooring 97 Ceramic Tiles for dado 30 x 60 cm 98 Marble (other than white makrana) 99 Kota stone (Hand cut) upto 45-55mm thick one side polished 100 Vitrifiedmatt finish - size 895 to 900 mm* 895 to 900 mm *10 to 12 mm 101 Bees wax 102 Coal Tar 103 Common Spirit 104 French Polish 105 Varnish 106 Malemaine Polish 107 C.C.T.W. Ballies 125 mm Diameter 108 Oil enamel paint/flat/glossy paint(ready mix) (with I.S.I. Mark) 109 Synthetic paint (ready mix) 110 Catonic emulsion paint 111 White oil paint 100ml pack tin 112 Red Oxide paint 113 Cement paint 114 Steel Primer 115 Primer for plaster surface 116 Putty 117 Boiled linseed oil 118 Linseed oil double boiled 119 Terpentine 120 Wood Primer 121 Brush for lettring 122 Brush for road marking 5cm 123 Brush for marking road 8cm 124 Brush for road marking 10cm 125 Lustre paint 126 Textured Synthetic paint 127 White lead paint 128 Birla wall care putty 129 Aluminium Paint 130 Plastic emulsion paint 131 Acraylic Emulsion Paint 132 Exterior Primer 133 Weather shield paint 134 Neel 135 Oil bound distemper 136 Red powder / Geru 137 Saras 138 Scrapping sand paper size (30 * 20cm) 139 Dry distemper 140 Chunam / White lime Powder 141 paint Luster Paint 142 Roller Brush 143 Royale Luxury Emulsion Paint 144 Country Teak Wood 145 Ghana teak wood 146 Teak Wood planks above 2.5 m length 147 Teak wood bidding 1/2 * 1/2 148 T.W.Balli 100 mm dia 149 Jungle wood (non teak) normal 150 Bamboo 25mm dia.(4.5 to 6m) 151 Bamboo 50mm dia. 152 Bamboo Matting 1.2*1.8m 153 Ply wood 12mm thick 154 Ply wood 6mm thick 155 Mica laminate as per ISI 0.1 mm thick 156 Face Veneel board 4 mm thick 157 Particle board B.W.P.Phinol bond 12mm thick 158 Particle board B.W.P.Phinol bond 19 mm thick 159 Formica 1.5 mm thick 160 Tower bolt brass oxidised 10 mm dia length 150 mm 161 Ferical 162 Ply wood 18mm thick Commercial 163 Teak wood battens 50 * 25mm 164 Teak wood batten 25 mm * 12 mm 165 Veneer 3.5 to 4 mm thick 166 Alluminium rod 25mm dia 167 A.C.Corrugated sheet 6mm thick 168 A.C.Sheet ridge 169 A.C.Sheet plain 4mm thick 170 G.C.I. Sheet (Corrugated) 22 BWG 171 G.C.I. Sheet (Corrugated) 24 BWG 172 G.I. Sheet (plain) 22 BWG 173 G.I. Sheet (plain) 24 BWG 174 G.I.Washers 175 G.I. J or L hooks 6 mm dia. 176 Nails iron all size 177 Mangalore tiles class AA 178 Mangalore Ridge / Hip tiles 179 Mangalore Glass tiles 180 Mangalore Pattern cowl Ventilator 181 G.I. Pre coated trapezoidal 0.50 mm thick roof Metalic Coloured Sheet 182 G.I. Pre coated Ridge Sheet 183 Gypsum powder 184 Aluminium Alloy plate 2mm thick 185 Aluminium sheeting fixed with encapsuled lens type reflective sheeting including 2% towards lettering , cost of angle iron, cost of drilling holes , nuts, bolts etc. and signs as applicable. 186 Plaster Of Paris 187 Decorative Board of Fibrous Plaster of Paris 12 to 15 mm 188 Acoustic Board 12 mm thick 189 Gypsum Board 12.5 mm thick 190 UPVC 3 layer trapezoidal 2.00 mm sheet 191 Light weight calcium silicate tile of size 595 x 595 mm of texture spin stone / cosmos / plain / Glode fine fissured. 192 Bioguard Board 16 mm 193 Ultima tile 194 Optra tile 195 Proflex Sheet 1 mm 196 Sky light 2 mm thick 197 Hanger rod 4mm thick 198 level Adjustment clip size 85x30x0.8mm 199 Dash fastener 12.5mm dia 50mm long 200 Soffit cleat 25mmx35mmx1.60mm 201 Wooden Screws with plastic rawl plugs 35mmx8mm 202 Light weight calcium silicate tiles of size 595x595mm of texture Spintone for Tegular edge ceiling 203 Plain Zinc Sheet 204 UPVC ridge/hip tiles 205 Hanger wire (2.68 mm dia), 1.82 m long 206 Dune edge tiles 207 Fine fissured edge tiles 208 Turbo ventilator 24 209 Tarat 36 width ( Gunny Cloth) 210 Wire glass 211 Fire wood 212 Precoated Galvanised Steel Plain Sheet 213 Connecting clip for supports 214 Dry wall screws 25 mm 215 Jointing Compound 216 Jointing Tape 217 Minaral Fibre board 600 x 600 mm 218 Perimeter Channel 80 x 8 mm 219 Screws 1 12 220 Screws 1/2 221 Rawal Plug 222 Plain Zinc Sheet 0.50 mm thick 223 Aldrop 300*16mm Chromium Plated 224 Aldrop Iron Oxidise 300*16mm 225 Aldrop Stainless steel 300*16mm 226 Handle 125mm M.S. Chromium Plated 227 Handle 150mm Brass Chromium plated (Rounded Shape) 228 Handle Alluminium 125 mm 229 Iron hinges chromium plated 125mm 230 But Hinges Alluminium 125mm 231 G.I.Screw 50mm 232 G.I.Screw 25mm 233 Stainless Steel Hinges - 125mm 14 gauge (Heavy Duty) 234 Tower bolt Aluminium 10mm dia.length 250mm 235 Tower bolt Aluminium 10mm dia.length 200mm 236 Tower bolt M.S. Chromium plated 10mm dia,length 300mm 237 Tower bolt M.S. Chromium plated 10mm dia,length 200mm 238 Cold Rolled Steel Hollow Section Door frame 1829*610mm 239 Aluminium stay 25cm 240 Aluminium stay 30cm 241 Jali fly proof 242 Jali chicken mesh 243 Jali welded mesh 25*25* 13 Guage 244 Jali welded mesh 25*25* 11 Guage 245 Jali welded mesh 50*25 13 Guage 246 Jali welded mesh 50*25 11 Guage 247 Hold fast Iron 300*40*5mm 248 Sliding Door Bolt Stainless Steel 12mm dia. 250mm length 249 Glass plain 3mm 250 Glass plain 5mm 251 Glass obscured (bajara) 5mm 252 G.I. Nut Bolt 253 Housing box to rolling shutter 254 Mechanical Gear For Rolling Shutter 255 Mortice lock superior 256 Solid Core commercial shutter 30mm thick phenol bonded with face veneer 3 mm thick both side 257 Iron washer 12mm to 16mm 258 Aluminium Section 259 Nylon / PVC Gasket 260 Alluminium Screw 32 x 6 mm, 25 x 6 mm 261 Concealed locking arrangement of 100 mm length for sliding window 262 Alluminium Grill 7.50 mm thick 263 Hydraulic floor spring heavy duty ( 150 Kg capacity) ISI mark 264 Iron Oxidized sliding door bolt 200 mm length, 12 mm dia 265 Powder and Chemicals for colour anodizing process of alluminium sections 266 Lock for Sliding Shutter 267 All Bearing Roller 268 All Frame Rail Angle 269 Welding Electrodes 270 C.R.C. Sheet 271 Abstrone Butadyne Styrine (ABS) Door Shutter including Transportation 272 Puff Insulation 35-40 Kg/Cumt. Density 273 PVC Door Shutter 34 mm thick Factory Made Shutter 274 FRP Door Shutter 30 mm thick Factory Made Shutter 275 FRP Door Shutter 35 mm thick Factory Made Shutter 276 Bison Pannel 277 PVC factory made solid panel door shutter with stainless steel fixutres & fastening 278 PVC factory made flush door 30 mm with stainless steel fixutres & fastening 279 Sliding door bolt Chromium plated 250mm 280 Acrylic Plain Sheet 3 mm 281 Aldrop Stainless steel 300*16mm 282 Aldrop Stainless steel 250*16 mm 283 Handle 150mm Stainless Steel (Rounded Shape) 284 Handle 200mm Stainless Steel (Rounded Shape) 285 Stainless Steel Hinges - 100mm 14 gauge (Heavy Duty) 286 Stainless Steel Hinges - 125mm 14 gauge(Heavy Duty) 287 Housing box to rolling shutter 288 Mechanical Gear For Rolling Shutter 289 Door StopperStainless Steel 290 Tower Bolt Stainless Steel 200 mm 291 Tower Bolt Stainless Steel 250 mm 292 Sliding Door Bolt Stainless Steel 250 mm 293 Handle Stainless Steel 100 mm 294 Eye Hole Lens 295 Rolling Shutter 296 Ply Wood 297 Stainless steel hooks and eyes 200 mm 298 Steel Window 299 Powder Coating 300 Rubber Lining 301 Ply wood 9 mm thick 302 Laminated board double 12mm thick 303 Alluminium Section anodized 304 Handle iron oxidised 150 mm 305 Hinges iron oxidised 100 mm 306 T. W. Particle board, both face laminated 12 mm 307 Battens T.W. 70 x 45 mm 308 Nuts and Bolts 309 Plain FRP Sheet 22 B.W.G. 310 TW Runner (6 x 3) 311 Alluminium Screw 312 F Patti 313 Teak wood planks above 2.5m length 314 Vision Panel 315 Solid core shutter 35 mm thick with commercial veneer facing and phenol bonded 316 Oil Paint 317 Acrylic Plain Sheet 2 mm thick 318 Aluminium Sheet 24 B.W.G 319 Alluminium Section with Powder Coating 320 Concealed lock 321 Mosquito proof Nylone net 322 Solid Core commercial shutter 30mm thick phenol bonded with face veneer 3 mm thick both side with bidding patty 323 G.I. Pipe 100mm dia. Medium type 324 G.I. Pipe 100mm dia. Heavy type 325 G.I. Pipe 15mm dia. Medium type 326 G.I. Pipe 15mm dia. Heavy type 327 G.I. Pipe 20mm dia. Medium type 328 G.I. Pipe 20mm dia.Heavy type 329 G.I. Pipe 25mm dia. Medium type 330 G.I. Pipe 25mm dia. Heavy type 331 G.I. Pipe 32mm dia. Medium type 332 G.I. Pipe 32mm dia.Heavy type 333 G.I. Pipe 40mm dia. Medium type 334 G.I. Pipe 40mm dia. Heavy type 335 G.I. Pipe 50mm dia. Medium type 336 G.I. Pipe 50mm dia. Heavy type 337 G.I. Pipe 65mm dia. Medium type 338 G.I. Pipe 65mm dia. Heavy type 339 G.I. Pipe 80mm dia. Medium type 340 G.I. Pipe 80mm dia. Heavy type 341 PVC Nahani Trap 75 mm 342 G.I.Clamps 100mm to 150mm 343 PVC Nahani Trap 150 mm 344 G.I.Clamps 12mm to 32mm 345 G.I.Clamps 40mm to 80mm 346 Anglo Indian W.C. Pan Colour 347 G.I.Fixtures 348 P.V.C. Cowl 100 mm 349 G.I.Screws 30mm 350 G.I.Screws 40mm 351 G.I.Union 25mm dia. 352 Gully trap cover with frame 353 Gun Metal stop tap with crutch wheel 20mm 354 Gun metal stop tap with crutch wheel 25mm 355 Gun metal stop tap with crutch wheel 15mm 356 Gun metal stop tap with crutch wheel 20mm 357 C.I.Bend 75mm dia. 358 C.I.Bend 100mm dia. 359 C.I.Bip tap 12mm 360 C.I.Grating 150mm dia. 361 C.I.Grating 100mm dia. 362 C.I.Grating 75mm dia. 363 C.I.Brackets 364 C.I.Collers 100mm dia. 365 C.I.Copllers 75mm dia. 366 C.I.Cover 45*30 cm with frame 367 C.I.Cowl / Vent 100mm dia. 368 C.I.Cowl / Vent 150mm dia. 369 C.I.Cowl / Vent 75mm dia. 370 C.I.Hinged Cover with frame 371 C.I.Man hole cover 50 kg. 372 C.I.Man hole cover 75 kg. 373 C.I.Man hole cover 100 kg. 374 C.I.Man hole cover 175 kg.Heavy (0.9*0.45m) 375 C.I.Nahani trap 100mm dia.(375mm long) 376 C.I.Nahani trap 75 to 80mm dia.(375mm long) 377 C.I.100*75*300 long arm (wt. 6kg)nahani trap 378 C.I.Soil pipe 100mm dia. 379 C.I.Soil pipe 150mm dia. 380 C.I,Soil pipe 75 to 80mm dia. 381 C.I.Shoe 75 mm dia. 382 C.I. Shoe 100 mm dia. 383 C.I.Shoe 150mm 384 Ball cock 15mm dia.P.V.C.FLOAT 385 Ball cock 25mm dia.P.V.C.FLOAT 386 Ball cock 40mm dia.P.V.C.FLOAT 387 Ball cock 50mm dia.P.V.C.FLOAT 388 Bib cock stop tap brass heavy 15mm 389 Bib cock stop tap brass heavy 20mm 390 Bib cockstop tap brass heavy 25mm 391 Bib tap 12mm brass medium 392 Colour wash hand basin 55*40cm 393 Colour wash hand basin 63*45cm 394 White glazed wash basin 45*30cm 395 White glazed wash hand basin 55*50cm 396 P.V.C. flexible Waste Pipe 32 mm dia 397 White Glazed Wash Hand Basin 63 x 45 cm 398 Sink white glazed 45*20*30cm 399 Pedestal for wash basin (standard size) 400 C.C.Septic tank 0.9m dia.(2.5m long) 401 C.C.Septic tank 1.20m dia.(2.5m long) 402 C.I.Steps for manhole 403 C.I.Cover with frame (Gully trap) 404 C.I.Plug Bend 150MM dia. 405 Clamp for G.I.pipe 25mm 406 Colour European type W.C.Pan 407 European type glazed W.C.pan 408 W.C.PAN Coloured glazed 64CM.(Orissa) 409 W.C.PAN White glazed 58 CM.Indian 410 W.C.PAN White glazed 57.50 CM (Orissa) 411 Fibre flushing tank for W.C. 412 Flushing tank automatic Urinal 10ltr. C.I. 413 Flushing tank automatic Urinal 5ltr. (P.V.C.) 414 Low level flush pr. St. 10ltr. 415 Flat back Urinal 416 Stall Type Urinal 417 Lipped type Urinal 418 Coloured glazed full stall Urinal 419 Bleaching Powder 420 Potassium Permanganate 421 Nylon Brush 422 Duster 423 Plastic Bucket 424 Coir 425 Gunny Cloth 426 Kharata 427 Wheel stop tap brass 15mm 428 Wheel stop tap brass 20mm 429 Wheel stop tap brass 25mm 430 Socket brass for 32mm tap 431 Socket brass for 40mm tap 432 Socket brass for 50mm tap 433 Socket brass for 65mm tap 434 Socket for 100mm tap 435 Socket for 15mm tap 436 Socket for 20mm tap 437 Socket for 25mm tap 438 Socket for 32mm tap 439 Socket for 40mm tap 440 Socket for 50mm tap 441 Socket for 65mm tap 442 Socket for 80mm tap 443 Span Yarn 444 Strainer for 100mm 445 Strainer for 40mm 446 Strainer for 50mm 447 Strainer for 80mm 448 Strainer for 15mm 449 Strainer for 20mm 450 Strainer for 25mm 451 Stone ware pipe 100mm dia. 452 Stone ware pipe 150mm dia. 453 Stone ware pipe 225mm dia. 454 Stone ware glazed pipe half round 100mm dia. 455 Stop tap brass with crunch wheel 15mm dia. 456 Towel rod with clamps 16mm dia. 457 Mirror 40*50cm. With plastic frame 458 Brass T Thimble Socket 32mm dia. 459 Brass wheel stop tap 32mm dia. 460 Brass wheel stop tap 40mm dia. 461 Brass wheel stop tap 50mm dia. 462 Brass wheel stop tap 65mm dia. 463 Brass wheel stop tap 80mm dia. 464 Half turn flush cock 25mm dia. 465 12mm flexible inlet pipe connection 466 Bell mouth cover 100mm dia. 467 Box chamber with lock 0.6*0.45m 468 Brass nozzle pillar tap 12mm 469 Black bakelite seat to european closer 470 Concussion push button type gun metal tap 15 to 25mm dia. 471 Coupling cast Iron 100mm dia. 472 Coupling cast Iron 80mm dia. 473 Chromium plated 12mm dia.bib cock 474 C.I.Trap grating 15*10 cm 475 C.I.Y junction 100mm dia. 476 C.I.Y junction 150mm dia. 477 C.I.Y junction 75mm dia. 478 Enameled bend 40mm dia. 479 Ferrul for C.I.pipr 100mm 480 White glazed foot rest chequred 25*10 cm 481 Half round earthware pipe 100mm(60cm long) 482 Half round earthware pipe 150mm(60cm long) 483 Jute Rope 484 Half round chaina ware pipe 100mm(60cm long) 485 Lead pipe 32mm dia. 486 Mohagani seat with lid 487 Mosquito proof coupling 488 Non-return valve 15mm for water meter 489 Non-return valve 25mm for water meter 490 Non-return valve 20mm for water meter 491 Piller tap 12mm dia.chromium plated heavy 492 P.Trap and lead pipe upto 40mm dia. 493 Rubber gasket (25, 28 and 20 cm) 494 Rubber Incertion 495 Rubberised adhesive 496 Salt glazed stone ware gully trap (150*150mm) 497 Self project tap brass chromium plated 15mm 498 Sewer trap 499 Shower rose chromium plated brass 10cm 500 P.V.C. pipe 15mm dia.10kg/cm2 pressure(class IV) 501 P.V.C. pipe 20mm dia.10kg/cm2 pressure(class IV) 502 P.V.C. pipe 25mm dia.10kg/cm2 pressure(class IV) 503 P.V.C. pipe 32mm dia.10kg/cm2 pressure(class IV) 504 P.V.C. pipe 40mm dia.10kg/cm2 pressure(class IV) 505 P.V.C. pipe 50mm dia.10kg/cm2 pressure(class IV) 506 P.V.C. pipe 60mm dia.10kg/cm2 pressure(class IV) 507 P.V.C. pipe 75mm dia.4 kg/cm2 pressure(class II) 508 P.V.C. 75 mm Soil Pipe 6 Kg/cm2 Pressure 509 P.V.C. pipe 90mm dia.4 kg/cm2 pressure(class II) 510 P.V.C.pipe 110mm dia.4kg/cm2 pressure (class II) 511 P.V.C. 110 mm Rain Water Pipe 6Kg/cm2 Pressure 512 P.V.C. 110 mm Soil Pipe 6 Kg/cm2 Pressure 513 P.V.C.pipe 140mm dia.4kg/cm2 pressure (class II) 514 P.V.C.pipe 160mm dia.4kg/cm2 pressure (class II) 515 P.V.C.pipe 160mm dia.Soil Pipe 516 P.V.C.pipe 160mm dia. Rain Water Pipe 517 P.V.C.Socket 15mm dia. 518 P.V.C.Socket 20mm dia. 519 P.V.C.Socket 25mm dia. 520 P.V.C.Socket 32mm dia. 521 P.V.C.Socket 40mm dia. 522 P.V.C.Socket 50mm dia. 523 P.V.C.Socket 60mm dia. 524 P.V.C.Flushing tank (12 ltr. Capacity) 525 Flush valve 32mm dia. 526 Ferocret tank 527 Stainless Steel sink of size 600*510*200mmof nirali or equivalent make 528 C.P.pillar cock jaquar make continental (Cat.No. CON-011) 529 C.P.pillar cock (ISI)jaquar make continental 530 C.P.pillar cock long neck with aerator jaquar make continental (Cat.No. CON- 021) 531 C.P.Bib cock (ISI)jaquar make continental (Cat.No. CON-037) 532 C.P.Bib Cock long thread jaquar make continental (Cat.No. CON-039) 533 C.P.2-way bib cock jaquar make continental (Cat.No. CON-041) 534 C.P.bib cock with wall flange long thread jaquar make continental (Cat.No. CON- 047) 535 C.P.Bib cock with nozzle jaquar make continental (Cat.No. CON-049) 536 C.P.Angular stop cockjaquar make continental (Cat.No. CON-053) 537 C.P.Angular stop cock long thread jaquar make continental(Cat.No. CON-055) 538 C.P.angular stop cock with wall flange jaquar make continental(Cat.No. CON- 059) 539 C.P.central hole basin mixer without popup waste system with 450mm long braided hoses jaquar make continental (Cat.No. CON-167B) 540 C.P.wall mixer with telephone shower arragnementonly but without teltphone shower crutch jaquar make continental (Cat.No. CON-217) 541 C.p.wall mixer non-telephonic shower arrangement jaquar make continental (Cat.No. CON-219) 542 C.P.wall mixer(wall mounted model) with telephone shower arrangement only and with telephone shower crutch jaquar make continental (Cat.No. CON-267) 543 C.P.wall mixer with provision for overheadshower with 115mm long bend pipe and wall flange jaquar make continental (Cat.No. CON-273UPR) 544 C.P.sink mixer with swinging casted spout (wallmounted) jaquar make continental (Cat.No. CON-309) 545 C.P.sink mixer swinging spout (table mounted model) 450mm long braided hoses jaquar make continental (Cat.No. CON-309B) 546 C.P.sink cock with swinging casted spout jaquar make continental (Cat.No. CON- 347) 547 C.P.sink cock with raised J shaped swinging casted spout (table mounted) jaquar make continental (Cat.No. CON- 359) 548 C.p.shower arm 190mm long light body with wallflange jaquar make continental (Cat. No. SHA - 477) 549 C.P.Flush cock with wall flange 25mm with plain knob jaquar make continental (Cat.No. FLR 6081) 550 C.P.Towel rail 24 jaquar make continental (Cat. No. ACN 1111N ) 551 C.P.Towel ring square jaquar make continental (Cat. No. ACN 1121N ) 552 C.P.Soap dish hooker jaquar make continental (Cat. No. AKB 35731 ) 553 C.P.soap dish (polyurethane)jaquar make continental (Cat. No. AQN 7733 ) 554 C.P.Toilet paper holder jaquar make continental (Cat. No. AQ 7751) 555 C.P.Toilet rack 24with lower hanger jaquar make continental (Cat. No. ACN 1181N) 556 C.P.Handshower (health faucet) 1m.PVC tube with wall hook jaquar make (Cat. No. ALD 563) 557 C.P.Pillar cock jaquar make queens collection (quarter turn fitting) (Cat. No. QQT 7011 ) 558 C.P.Bib cock with wall flange aqua make queens collection (quarter turn fitting) (Cat. No. QQT7037 ) 559 C.P.2-way bib cock with wall flange aqua make queens collection (quarter turn fitting) (Cat. No. QQT 7041) 560 C.P.Angular stop cock with wall flange aqua make queens collection (quarter turn fitting) (Cat. No. QQT 7053) 561 C.P.central hole basin mixer with regular spout without popup waste system with 450mm longbraided hoses jaquar make queens collection (quarter turn fitting) (Cat. No. QQT 7167bB ) 562 C.P.central hole basin mixer with regular spout with popup waste system with 450mm longbraided hoses jaquar make queens collection (quarter turn fitting) (Cat. No. QQT 7169b ) 563 C.P.central hole basin mixer with small spout without popup waste system with 450mm longbraided hoses jaquar make queens collection (quarter turn fitting) (Cat. No. QQT 7171B) 564 C.P.wall mixer (wall mounted model) with telephonic shower arrangement only but without crutchjaquar make queens collection(quarter turn filling) (Cat. No. QQT 7217 ) 565 C.P.wall mixer non-telephonic shower system jaquar make queens collection (quarter turn filling) (Cat. No. QQT 7219 ) 566 C.P.wall mixer (wall mounted model) with telephonic shower arrangement only and with telephone shower crutch jaquar make queens collection (quarter turn filling) (Cat. No. QQT 7267) 567 Hydraulic door closer 568 cPVC pipe 15mm dia. 569 cPVC pipe 20mm dia. 570 cPVC pipe 25mm dia. 571 cPVC pipe 32mm dia. 572 cPVC pipe 40mm dia. 573 cPVC pipe 50mm dia. 574 cPVC Coupling for 15mm dia. 575 cPVC Coupling for 20mm dia. 576 cPVC Coupling for 25mm dia. 577 cPVC Coupling for 32mm dia. 578 cPVC Coupling for 40mm dia. 579 cPVC Coupling for 50mm dia. 580 Elbow 90 Degree for 15mm dia. 581 Elbow 90 Degree for 20mm dia. 582 Elbow 90 Degree for 25mm dia. 583 Elbow 90 Degree for 32mm dia. 584 Elbow 90 Degree for 40mm dia. 585 Elbow 90 Degree for 50mm dia. 586 Tee for 15mm dia. 587 Tee for 20mm dia. 588 Tee for 25mm dia. 589 Tee for 32mm dia. 590 Tee for 40mm dia. 591 Tee for 50mm dia. 592 End cap for 15mm dia. 593 End cap for 20mm dia. 594 End cap for 25mm dia. 595 End cap for 32mm dia. 596 End cap for 40mm dia. 597 End cap for 50mm dia. 598 Ball cock for 15mm dia. 599 Ball cock for 12mm dia. 600 Ball cock for 25mm dia. 601 Ball cock for 32mm dia. 602 Ball cock for 40mm dia. 603 Araldite adhesive 604 Ball valves for 50mm dia. 605 Male adapter (Brass Threads) for 15mm dia. 606 Male adapter (Brass Threads) for 20mm dia. 607 Male adapter (Brass Threads) for 25mm dia. 608 Male adapter (Brass Threads) for 32mm dia. 609 Male adapter (Brass Threads) for 40mm dia. 610 Male adapter (Brass Threads) for 50mm dia. 611 Male adapter (Plastic Threads) for 15mm dia. 612 Male adapter (Plastic Threads) for 20mm dia. 613 Male adapter (Plastic Threads) for 25mm dia. 614 Male adapter (Plastic Threads) for 32mm dia. 615 Male adapter (Plastic Threads) for 40mm dia. 616 Male adapter (Plastic Threads) for 50mm dia. 617 Female adapter (Brass Threads) for 15mm dia. 618 Female adapter (Brass Threads) for 20mm dia. 619 Female adapter (Brass Threads) for 25mm dia. 620 Female adapter (Brass Threads) for 32mm dia. 621 Female adapter (Brass Threads) for 40mm dia. 622 Female adapter (Brass Threads) for 50mm dia. 623 Female adapter (Plastic Threads) for 15mm dia. 624 Female adapter (Plastic Threads) for 20mm dia. 625 Female adapter (Plastic Threads) for 25mm dia. 626 Union for 15mm dia. 627 Union for 20mm dia. 628 Union for 25mm dia. 629 Union for 32mm dia. 630 Union for 40mm dia. 631 Union for 50mm dia. 632 Cross for 15mm dia. 633 Cross for 20mm dia. 634 Step over Bend 15mm dia. 635 Step over Bend 20mm dia. 636 Tee holder for 15mm dia. 637 Tee holder for 32mm dia. 638 End plug threaded for 15mm dia. 639 R.C.C.Chamber cover with frame 90cm*45cm Heavy Duty 225kg 640 R.C.C.Chamber cover with frame 90cm*45cm Medium Duty 140kg 641 R.C.C.Chamber cover with frame 60cm*45cm Heavy Duty 160kg 642 R.C.C.Chamber cover with frame 60cm*45cm Medium Duty 100kg 643 I.S.I.Ferrul Connection15mm dia. 644 I.S.I.Ferrul Connection 20mm dia. 645 I.S.I.Ferrul Connection 25mm dia. 646 I.S.I.Ferrul Connection 32mm dia. 647 I.S.I.Ferrul Connection 40mm dia. 648 I.S.I.Ferrul Connection 50mm dia. 649 Water meter 15 mm diameter 650 Water meter 20 mm diameter 651 Water meter 25 mm diameter 652 Water meter 40 mm diameter 653 Water meter 50 mm diameter 654 Water meter 80 mm diameter 655 Water meter 100 mm diameter 656 Non return Valve 40 mm diameter 657 Non return Valve 50 mm diameter 658 Non return Valve 80 mm diameter 659 Non return Valve 100 mm diameter 660 Colour Wash Hand Basin 0.45 x 0.30 661 White Glaze Earth Sink 0.6 x 0.2 x 0.45 662 Clamp for G.I.pipe 200mm 663 Earopean type glazed W.C.pan 68cm 664 Earopean white glazed earthen ware closet pan 665 P.V.C. Nahni Trap 666 P.V.C. Connector. 15 mm dia 667 Low level flushing cistern 668 Upvc sanitary pipes all 20 mm dia. 669 Upvc sanitary pipes all 75 mm dia. 670 Bib cock stop tap brass heavy 15mm 671 Stainless Steel sink of size 610 x 460 x 200 mm of nirali or equivalent make 672 Upvc sanitary pipes all 63 mm dia. 673 W.C.PAN Colour glazed 57.50 CM (Orissa) 674 Piller cock mixer & Angle cock 675 Upvc sanitary pipes all 25 mm dia. 676 Upvc sanitary pipes all 15 mm dia. 677 Cement 678 Upvc sanitary pipes all 40 mm dia. 679 Upvc sanitary pipes all 50 mm dia. 680 Stainless Steel sink of size 470 x 420 x 178 mm of nirali or equivalent make 681 Bib cock Long Arm 682 Bottletrap wash basin 32 mm Cromium Plated 683 Upvc sanitary pipes all 32 mm dia. 684 Hamp rope 685 Bib cock cock stop tap brass heavy 15 mm 686 Colour wash hand basin 45*30cm 687 Ultra 250 mm. dia. uPVC 90 degree junction chamber base with U trap 688 Ultra 250 mm.dia. uPVCCover & Frame 689 uPVC Blanking Plug 110 mm 690 uPVC 90 degree bend 691 Ultra Shaft 250x470mm 692 Water jet with accessories 693 White glazed full stall urinal 694 Glass plain 6mm thick 695 White Glazed Earthenware Squatting plate (Ladies Urinal) 696 Autoclosing pillar cock of pressmatic tap 697 PVC Aqua kraft type super bib tap 15 mm 698 PVC Aqua kraft type super Two Way bib tap 15 mm 699 Super push button type cock / tap with flange 15 mm 700 PVC Aqua kraft type super jet spray 15 mm 701 PVC Aqua kraft type super right angle stop tap 702 PVC Aqua kraft type super Pillar tap 15 mm 703 Fixing in CC BK Clamp, Battan 704 Wall Mounted European type glazed W.C.pan 705 Super wall sink type tap with flange 15 mm 706 Two Way bib tap with flange 707 super jet spray with flange 2 in 1 faucet 1.50 metre long 708 Chloryphyriphos 709 Solvent 710 D.D.V.P. 711 Malathion 712 Pine Oil 713 S.S. Pipe 40 mm dia 714 Mild Steel 715 Barbed Wire 716 Concentina Coil Wire 717 M.S.Steel 718 RCC Pole 719 Green marble 720 Telephone black granite 721 Karva (for roof and sides 10kg bundle) 722 Tatti 723 Bamboo 25mm dia. 724 Lightening Conductor 725 Salt 726 Copper Tape width 25mm*3mm thick 727 Aluminium Strips 50 mm x 3 mm 728 Cripped wire3 - 0 , 4 - 0 and 5 - 0 wide 729 Welding Electrodes 730 Welded Mesh 75 X 75 mm 731 Welded Mesh 150 X 150 mm 732 Tarat 36 width (Gunny cloth) 733 Chain link3 - 0 , 4 - 0 and 5 - 0 wide 734 Bamboo 50mm dia. 735 Hold Fast for Steel Gate 736 Nut Boldts 12 mm dia. /Nails all size 737 M.S. Pipe 40 mm dia 738 Welding Rod 739 PVC hand rail cover 740 Antitermite Liquid 741 Lock for Drawer/Cupboard 742 Glycel 743 Hing 744 Hot lime 745 Ladder 746 Fine tooth chisel 747 Saw 748 Gloves 749 R.C.C.Pipe 1200mm dia.(Np3)2.5m long 750 R.C.C.Pipe 1100mm dia.(Np3)2.5m long 751 R.C.C.Pipe 1000mm dia.(Np3)2.5m long 752 R.C.C.Pipe 900mm dia.(Np3)2.5m long 753 R.C.C.Pipe 800mm dia.(Np3)2.5m long 754 R.C.C.Pipe 700mm dia.(Np3)2.5m long 755 R.C.C.Pipe 600mm dia.(Np3)2.5m long 756 R.C.C.Pipe 500mm dia.(Np3)2.5m long 757 R.C.C.Pipe 450mm dia.(Np3)2.5m long 758 R.C.C.pipe Np2 class 1000mm dia. 2.5m long 759 R.C.C.Np2 Pipe Collar 1000 mm Dia. 760 R.C.C.pipe Np2 class 1200mm dia. 2.5m long 761 R.C.C.Np2 Pipe Collar 1200 mm Dia. 762 R.C.C.pipe Np2 class 1800mm dia. 2.5m long 763 R.C.C.pipe Np2 class 900mm dia. 2.5m long 764 R.C.C.Np2 Pipe Collar 900 mm Dia. 765 R.C.C.pipe Np2 class 800mm dia. 2.5m long 766 R.C.C.Np2 Pipe Collar 800 mm Dia. 767 R.C.C.pipe Np2 class 700mm dia. 2.5m long 768 R.C.C.pipe Np2 class 600mm dia. 2.5m long 769 R.C.C.Np2 Pipe Collar 600 mm Dia. 770 R.C.C.pipe Np2 class 500mm dia. 2.5m long 771 R.C.C.pipe Np2 class 450mm dia. 2.5m long 772 R.C.C.Np2 Pipe Collar 450 mm Dia. 773 R.C.C.pipe Np2 class 100mm dia. 2m long 774 R.C.C.pipe Np2 class 150mm dia. 2m long 775 R.C.C.pipe Np2 class 225mm dia. 2m long 776 R.C.C.pipe Np2 class 300mm dia. 2m long 777 RCC Pipe Np 4 heavy duty non presure pipe 1000 mm diameter 778 RCC Pipe Np4 heavy duty non presure pipe 1200 mm diameter 779 RCC Pipe Np4 heavy duty non presure pipe 900 mm diameter 780 Cement 781 Structural Steel 782 TMT FE - 500 783 HCRM/CRS Reinforcement 784 Bitumen VG 10 (Bulk) (80/100) 785 Bitumen VG 30 (Bulk) (60/70) 786 Bitumen VG 40 (Bulk) (30/40) 787 Bitumen VG 30 (Packed) (60/70) 788 Bitumen VG 40 (Packed) (30/40) 789 Bitumen VG 10 (Packed) (80/100) 790 Sand - Natural/V.S.I.(Vertical Shaft Impact Crusher)Quality Artifitial Sand 791 Sand - Crushed 792 Natural Sand - Screened (for plaster work only) 793 Bricks II Class 794 Rubble stone excluding royalty 795 Aggregate 40 mm (Hand Broken) Blasted excluding royalty 796 Aggregate 25 mm 797 Aggregate 20 mm 798 Aggregate 12 mm 799 Aggregate 10 mm 800 Aggregate 6 mm 801 Stone Dust 802 Soft Murum 803 Hard Murum 804 Water 805 White Cement 806 Plasticizer 807 Stainless Steel Plate 808 EMULSION RS1 ( Hincol) BULK 809 EMULSION RS1 ( Hincol) Packed 810 WASTE PLASTIC to be used in bituminous treatment as per IRC SP-098-2013 811 Portland Slag Cement (PSC) 812 Ground Granulated Blast Furnance Slag (GGBS) 813 Bitumen VG-40 (bulk (30-40 grade)) 814 Stone Boulder of size 150 mm and below at Cruser Plant 815 Supply of quarried stone 150 - 200 mm size for Hand Broken at site 816 Boulder with minimum size of 300 mm for Pitching at Site 817 Coarse sand at Mixing Plant 818 Coarse sand at Site 819 Murum at Site 820 Fly ash conforming to IS: 3812 ( Part II &I) atHMP Plant / Batching Plant / Crushing Plant 821 Filter media/Filter Material as per Table 300-3 (MoRT&H Specification) 822 Close graded Granular sub-base Material 53 mm to 9.5 mm 823 Close graded Granular sub-base Material37.5 mm to 9.5 mm 824 Close graded Granular sub-base Material26.5 mm to 9.5 mm 825 Close graded Granular sub-base Material9.5 mm to 4.75 mm 826 Close graded Granular sub-base Material9.5 mm to 2.36 mm 827 Close graded Granular sub-base Material 4.75mm to 2.36 mm 828 Close graded Granular sub-base Material 4.75mm to 75 micron mm 829 Close graded Granular sub-base Material2.36 mm 830 Stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve. 831 Coarse graded Granular sub-base Material2.36 mm & below 832 Coarse graded Granular sub-base Material4.75mm to 75 micron mm 833 Coarse graded Granular sub-base Material4.75 mm to 2.36 mm 834 Coarse graded Granular sub-base Material 9.5 mm to 4.75 mm 835 Coarse graded Granular sub-base Material 26.5 mm to 4.75 mm 836 Coarse graded Granular sub-base Material 26.5 mm to 9.5 mm 837 Coarse graded Granular sub-base Material 37.5 mm to 9.5 mm 838 Coarse graded Granular sub-base Material 53 mm to 26 .5mm 839 Aggregates below 5.6 mm 840 Aggregates 22.4 mm to 2.36 mm 841 Aggregates 22.4 mm to 5.6 mm 842 Aggregates 45 mm to 2.8 mm 843 Aggregates 45 mm to 22.4 mm 844 Aggregates 53 mm to 2.8 mm 845 Aggregates 53 mm to 22.4 mm 846 Aggregates 63 mm to 2.8 mm 847 Aggregates 63 mm to 45 mm 848 Aggregates 90 mm to 45 mm 849 Aggregates 10 mm to 5 mm 850 Aggregates 11.2 mm to 0.09 mm 851 Aggregates 13.2 mm to 0.09 mm 852 Aggregates 13.2 mm to 5.6 mm 853 Aggregates 13.2 mm to 10 mm 854 Aggregates 20 mm to 10 mm 855 Aggregates 25 mm to 10 mm 856 Aggregates 19 mm to 6 mm 857 Aggregates 37.5 mm to 19 mm 858 Aggregates 37.5 mm to 25 mm 859 Aggregates 6 mm nominal size 860 Aggregates 10 mm nominal size 861 Aggregates 13.2/12.5 mm nominal size 862 Aggregates 20 mm nominal size 863 Aggregates 25 mm nominal size 864 Aggregates 40 mm nominal size 865 Binding wire 866 Bitumen ( Cationic Emulsion ) 867 Bitumen VG-30 (bulk (60-70 grade)) 868 Bitumen VG -10 (bulk (80-100 grade )) 869 Bitumen (Cutback ) 870 Bitumen (emulsion) 871 Bitumen (modified graded) (bulk Cr-60) 872 Geo grids 873 Geomembrane 874 Geonets 875 Geotextile 876 Geotextile filter fabric 877 LDO 878 Pavement Marking Paint 879 RCC Pipes 200 mm dia, 2.5 m long for drainage 880 Quarry spall 881 Road Barricade Perforated fench(2000 x 1000 x 40 mm ) 882 Road Barricade Sand Fillable only 1 mtr.[1000(L) x 350(W) x 760(H) mm ] 883 Polypropylene multifilament woven geotextile fabric for filter layer (approved opening size 0.075mm & water permeability 9.00 Litres/Sqm/Second) 884 Polythene bags 885 Trap stones weighing upto 20 kilogram 886 Trap stones weighing from 20 to 50 kilogram 887 Trap stones weighing from 50 to 100 kilogram 888 Trap stones weighing from 100 to 200 kilogram 889 Trap stones weighing from 200 to 300 kilogram 890 Trap stones weighing from 300 to 500 kilogram 891 Trap stones weighing from 500 to 1000 kilogram 892 Trap stones weighing from 1000 kilogram and above 893 Laterite stones rubbles upto 20kilogram 894 Laterite stones rubbles from 20 to 50 kilogram 895 Laterite stones rubbles from 50 to 100 kilogram 896 Gabions boxes of mechanically woven hexagonal shaped wire mesh of type, 10 cm x 12 cm. edges mechanically selvedged (Zinc+ PVC) coated G.I. wires as per BS: 443, mesh wire dia. 3.00 mm, edge wire 3.70 mm size 897 a) Gabion size - 1.00 x 1.00 x 1.00 M 898 b) Gabion size - 1.50 x 1.00 x 1.00 M 899 c) Gabion size - 2.00 x 1.00 x 1.00 M 900 d) Gabion size - 3.00 x 1.00 x 1.00 M 901 e) Gabion size - 4.00 x 1.00 x 1.00 M 902 Flexible gabions of polypropylene material of 10 mm ø four strand mesh size of 150mm x 150 mm size 903 a) Gabion size - 1.00 x 1.00 x 1.00 M 904 b) Gabion size - 1.50 x 1.00 x 1.00 M 905 c) Gabion size - 2.00 x 1.00 x 1.00 M 906 d) Gabion size - 3.00 x 1.00 x 1.00 M 907 Used tyre fender 908 Geotextile bags of sizes 909 a) Geotextile bags size - 1.00 x 0.70 M 910 b) Geotextile bags size - 2.00 x 1.50 M 911 Geotextile tube of 20 metre long & 912 a) Geotextile tube diameter - 3.00 M 913 b) Geotextile tube diameter - 1.50 M
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Maharashtra View Result →
9.
Rural Development #10355943 Price Bid
Providing and Supplying various different material and machinery at Grampanchayat Shivapur Tal Haveli Dist Pune- 2 Centering Oil 3 Plastic Cover Block 4 R.C.C.Jali 50mm thick 5 M-10 6 M-20 7 M-15 8 M-30 9 Plastizer (Rheobuild) 825 RMt. 10 Concrete Spacer Block 15 mm 11 Concrete Spacer Block 20 mm 12 Concrete Spacer Block 25 mm 13 Concrete Spacer Block 30 / 40 mm 14 Anticorrrisive Primer Coat 15 Swaling Coat 16 PVC Coated GI Wire 17 Repairs to cut ends and damages with special liquid epoxy 18 Epoxy paint 19 R.C.C.Jali 80mm thick 20 Bricks (Red) 21 AAC Block 600x200x100 mm 22 Jointing Mortar 23 Fly ash Bricks 24 Corner stone 38*20*30cm 25 Khandakies 26 Pin Header (Standard Size) 27 Hollow Blocks C.C.0.2*0.2*0.4M 28 Hollow Blocks C.C.0.1*0.2*0.4M 29 Hollow Block C C 0.30 x 0.20 x 0.15 30 Siporex Block 75x240x650 mm 31 GBP Build Fast plus 32 Siporex Block 100x240x650 mm 33 Siporex Block 200x240x650 mm 34 Bitumen (Compound) 35 Brick bats 36 Water proof compound I.S 37 Tar Felt B.H.I.S.I.3mm thick 38 Acrylic Polymer Modified waterproofing Powder 39 Acrylic Polymer Modified Liquid 40 Fibre Glass Mesh 41 Bitumen 85/25 Grade 42 Bitumen 85/25 Grade Cold Primer 43 Grit (Add Below 5.6) 44 Bitumen Felt 45 Polydee-TP40 Primer 46 Polydee-TP40 Primer 47 Polydee-LM 48 Polydee-LM 150mm width 49 Bituflex Cloesdcell foam 30x30 mm 50 AG 10 Granules 51 Polydee-MC 52 Polydee-41 sealant and polyseal 53 Polydee-11 54 Bitumen Pad 25mm thick 1.20 x 1.20 Mtr 55 Neeru / Sanala 56 White Putty (Cement) 57 Texture Material 58 Rough Shahabad 25 to 30mm thick 59 Rough Shahabad 40 to 45 mm thick 60 Polished Shahabad 25 to 30mm thick 61 Rough Shahabad 50 to 60mm thick 62 Polished Shahabad 40 to 50mm thick For step 63 Polished Shahabad Machine cut 25mm thick 64 Polished Shahabad for step25mm thick 65 Tandoor Polished 25mm thick (Machine cut) 66 Tandoor Polished 25mm thick (Hand Cut) 67 Tandoor Polished for steps25mm thisk 68 Black Kadappa (one side polish) (Machine cut) 25 mm thick 69 Black Kadappa (one side polish) (Machine cut) 35mm thick 70 Both Sides Polished Kadappastone 25mm thick 71 Kota stone (Machine cut) upto 25-30mm thick one side polished 72 Kota stone (Hand cut) upto 25-30mm thick one side polished 73 Kota stone for step polished) upto 25mm thick (1.2*0.3M) 74 Ceramic tiles 30*30cm 75 Ceramic Antiskid Flooring Tiles 30 x 30 cm 76 Ceramic Tiles for dado 30 cm x 30 cm 77 Ceramic Tiles for dado 30 x 45 cm 78 Heavy duty interlocking concrete block 60mm thick gray 300 kg/sq.cm. 79 Heavy duty interlocking concrete block 60mm thick coloured 300kg/sq.cm 80 Heavy duty interlocking concrete block 80mm thick gray 300kg/sq.cm 81 Heavy duty interlocking concrete block 80mm thick coloured 300kg/sq.cm 82 Heavy duty interlocking concrete block 80mm thick rubber mould glossy 400kg/sq.cm 83 Heavy duty interlocking concrete block 40mm thick colour 200 kg/sq.cm 84 Telephone Black Granite 85 Green marble 86 Vitrified tiles Glossy Size 590 to 605 mm* 590 to 605 mm*8 to 10mm 87 Vitrifiedmatt finish - size 590 to 605 mm* 590 to 605 mm *8 to 10mm 88 Vitrified rustic matt stone finish size 590 to 605mm *590 to 605mm*8 to 10mm 89 Vertified stone effect finish size 590 to 605mm* 590 to 605mm * 8 to 10mm 90 Calcet Powder 91 Black Oxide powder 92 Fevi Matt Chemical 10 Kg Bag 93 Marble chips 94 Heavy duty interlocking concrete block 60mm thick rubber mould glossy 400kg/sq.cm 95 Tremix Treatment 100 mm thick 96 Marble mosaic chequered tiles (gray) 97 Colour cement 98 Heavy Duty Designer come. tile for flooring 99 Heavy Duty Designer come. tile for Steps 100 PVC flooring 101 Ceramic Tiles for dado 30 x 60 cm 102 Marble (other than white makrana) 103 Kota stone (Hand cut) upto 45-55mm thick one side polished 104 Vitrifiedmatt finish - size 895 to 900 mm* 895 to 900 mm *10 to 12 mm 105 Bees wax 106 Coal Tar 107 Common Spirit 108 French Polish 109 Varnish 110 Malemaine Polish 111 C.C.T.W. Ballies 125 mm Diameter 112 Oil enamel paint/flat/glossy paint(ready mix) (with I.S.I. Mark) 113 Synthetic paint (ready mix) 114 Catonic emulsion paint 115 White oil paint 100ml pack tin 116 Red Oxide paint 117 Cement paint 118 Steel Primer 119 Primer for plaster surface 120 Putty 121 Boiled linseed oil 122 Linseed oil double boiled 123 Terpentine 124 Wood Primer 125 Brush for lettring 126 Brush for road marking 5cm 127 Brush for marking road 8cm 128 Brush for road marking 10cm 129 Lustre paint 130 Textured Synthetic paint 131 White lead paint 132 Birla wall care putty 133 Aluminium Paint 134 Plastic emulsion paint 135 Acraylic Emulsion Paint 136 Exterior Primer 137 Weather shield paint 138 Neel 139 Oil bound distemper 140 Red powder / Geru 141 Saras 142 Scrapping sand paper size (30 * 20cm) 143 Dry distemper 144 Chunam / White lime Powder 145 paint Luster Paint 146 Roller Brush 147 Royale Luxury Emulsion Paint 148 Country Teak Wood 149 Ghana teak wood 150 Teak Wood planks above 2.5 m length 151 Teak wood bidding 1/2 * 1/2 152 T.W.Balli 100 mm dia 153 Jungle wood (non teak) normal 154 Bamboo 25mm dia.(4.5 to 6m) 155 Bamboo 50mm dia. 156 Bamboo Matting 1.2*1.8m 157 Ply wood 12mm thick 158 Ply wood 6mm thick 159 Mica laminate as per ISI 0.1 mm thick 160 Face Veneel board 4 mm thick 161 Particle board B.W.P.Phinol bond 12mm thick 162 Particle board B.W.P.Phinol bond 19 mm thick 163 Formica 1.5 mm thick 164 Tower bolt brass oxidised 10 mm dia length 150 mm 165 Ferical 166 Ply wood 18mm thick Commercial 167 Teak wood battens 50 * 25mm 168 Teak wood batten 25 mm * 12 mm 169 Veneer 3.5 to 4 mm thick 170 Alluminium rod 25mm dia 171 A.C.Corrugated sheet 6mm thick 172 A.C.Sheet ridge 173 A.C.Sheet plain 4mm thick 174 G.C.I. Sheet (Corrugated) 22 BWG 175 G.C.I. Sheet (Corrugated) 24 BWG 176 G.I. Sheet (plain) 22 BWG 177 G.I. Sheet (plain) 24 BWG 178 G.I.Washers 179 G.I. J or L hooks 6 mm dia. 180 Nails iron all size 181 Mangalore tiles class AA 182 Mangalore Ridge / Hip tiles 183 Mangalore Glass tiles 184 Mangalore Pattern cowl Ventilator 185 G.I. Pre coated trapezoidal 0.50 mm thick roof Metalic Coloured Sheet 186 G.I. Pre coated Ridge Sheet 187 Gypsum powder 188 Aluminium Alloy plate 2mm thick 189 Aluminium sheeting fixed with encapsuled lens type reflective sheeting including 2% towards lettering , cost of angle iron, cost of drilling holes , nuts, bolts etc. and signs as applicable. 190 Plaster Of Paris 191 Decorative Board of Fibrous Plaster of Paris 12 to 15 mm 192 Acoustic Board 12 mm thick 193 Gypsum Board 12.5 mm thick 194 UPVC 3 layer trapezoidal 2.00 mm sheet 195 Light weight calcium silicate tile of size 595 x 595 mm of texture spin stone / cosmos / plain / Glode fine fissured. 196 Bioguard Board 16 mm 197 Ultima tile 198 Optra tile 199 Proflex Sheet 1 mm 200 Sky light 2 mm thick 201 Hanger rod 4mm thick 202 level Adjustment clip size 85x30x0.8mm 203 Dash fastener 12.5mm dia 50mm long 204 Soffit cleat 25mmx35mmx1.60mm 205 Wooden Screws with plastic rawl plugs 35mmx8mm 206 Light weight calcium silicate tiles of size 595x595mm of texture Spintone for Tegular edge ceiling 207 Plain Zinc Sheet 208 UPVC ridge/hip tiles 209 Hanger wire (2.68 mm dia), 1.82 m long 210 Dune edge tiles 211 Fine fissured edge tiles 212 Turbo ventilator 24 213 Tarat 36 width ( Gunny Cloth) 214 Wire glass 215 Fire wood 216 Precoated Galvanised Steel Plain Sheet 217 Connecting clip for supports 218 Dry wall screws 25 mm 219 Jointing Compound 220 Jointing Tape 221 Minaral Fibre board 600 x 600 mm 222 Perimeter Channel 80 x 8 mm 223 Screws 1 12 224 Screws 1/2 225 Rawal Plug 226 Plain Zinc Sheet 0.50 mm thick 227 Aldrop 300*16mm Chromium Plated 228 Aldrop Iron Oxidise 300*16mm 229 Aldrop Stainless steel 300*16mm 230 Handle 125mm M.S. Chromium Plated 231 Handle 150mm Brass Chromium plated (Rounded Shape) 232 Handle Alluminium 125 mm 233 Iron hinges chromium plated 125mm 234 But Hinges Alluminium 125mm 235 G.I.Screw 50mm 236 G.I.Screw 25mm 237 Stainless Steel Hinges - 125mm 14 gauge (Heavy Duty) 238 Tower bolt Aluminium 10mm dia.length 250mm 239 Tower bolt Aluminium 10mm dia.length 200mm 240 Tower bolt M.S. Chromium plated 10mm dia,length 300mm 241 Tower bolt M.S. Chromium plated 10mm dia,length 200mm 242 Cold Rolled Steel Hollow Section Door frame 1829*610mm 243 Aluminium stay 25cm 244 Aluminium stay 30cm 245 Jali fly proof 246 Jali chicken mesh 247 Jali welded mesh 25*25* 13 Guage 248 Jali welded mesh 25*25* 11 Guage 249 Jali welded mesh 50*25 13 Guage 250 Jali welded mesh 50*25 11 Guage 251 Hold fast Iron 300*40*5mm 252 Sliding Door Bolt Stainless Steel 12mm dia. 250mm length 253 Glass plain 3mm 254 Glass plain 5mm 255 Glass obscured (bajara) 5mm 256 G.I. Nut Bolt 257 Housing box to rolling shutter 258 Mechanical Gear For Rolling Shutter 259 Mortice lock superior 260 Solid Core commercial shutter 30mm thick phenol bonded with face veneer 3 mm thick both side 261 Iron washer 12mm to 16mm 262 Aluminium Section 263 Nylon / PVC Gasket 264 Alluminium Screw 32 x 6 mm, 25 x 6 mm 265 Concealed locking arrangement of 100 mm length for sliding window 266 Alluminium Grill 7.50 mm thick 267 Hydraulic floor spring heavy duty ( 150 Kg capacity) ISI mark 268 Iron Oxidized sliding door bolt 200 mm length, 12 mm dia 269 Powder and Chemicals for colour anodizing process of alluminium sections 270 Lock for Sliding Shutter 271 All Bearing Roller 272 All Frame Rail Angle 273 Welding Electrodes 274 C.R.C. Sheet 275 Abstrone Butadyne Styrine (ABS) Door Shutter including Transportation 276 Puff Insulation 35-40 Kg/Cumt. Density 277 PVC Door Shutter 34 mm thick Factory Made Shutter 278 FRP Door Shutter 30 mm thick Factory Made Shutter 279 FRP Door Shutter 35 mm thick Factory Made Shutter 280 Bison Pannel 281 PVC factory made solid panel door shutter with stainless steel fixutres & fastening 282 PVC factory made flush door 30 mm with stainless steel fixutres & fastening 283 Sliding door bolt Chromium plated 250mm 284 Acrylic Plain Sheet 3 mm 285 Aldrop Stainless steel 300*16mm 286 Aldrop Stainless steel 250*16 mm 287 Handle 150mm Stainless Steel (Rounded Shape) 288 Handle 200mm Stainless Steel (Rounded Shape) 289 Stainless Steel Hinges - 100mm 14 gauge (Heavy Duty) 290 Stainless Steel Hinges - 125mm 14 gauge(Heavy Duty) 291 Housing box to rolling shutter 292 Mechanical Gear For Rolling Shutter 293 Door StopperStainless Steel 294 Tower Bolt Stainless Steel 200 mm 295 Tower Bolt Stainless Steel 250 mm 296 Sliding Door Bolt Stainless Steel 250 mm 297 Handle Stainless Steel 100 mm 298 Eye Hole Lens 299 Rolling Shutter 300 Ply Wood 301 Stainless steel hooks and eyes 200 mm 302 Steel Window 303 Powder Coating 304 Rubber Lining 305 Ply wood 9 mm thick 306 Laminated board double 12mm thick 307 Alluminium Section anodized 308 Handle iron oxidised 150 mm 309 Hinges iron oxidised 100 mm 310 T. W. Particle board, both face laminated 12 mm 311 Battens T.W. 70 x 45 mm 312 Nuts and Bolts 313 Plain FRP Sheet 22 B.W.G. 314 TW Runner (6 x 3) 315 Alluminium Screw 316 F Patti 317 Teak wood planks above 2.5m length 318 Vision Panel 319 Solid core shutter 35 mm thick with commercial veneer facing and phenol bonded 320 Oil Paint 321 Acrylic Plain Sheet 2 mm thick 322 Aluminium Sheet 24 B.W.G 323 Alluminium Section with Powder Coating 324 Concealed lock 325 Mosquito proof Nylone net 326 Solid Core commercial shutter 30mm thick phenol bonded with face veneer 3 mm thick both side with bidding patty 327 G.I. Pipe 100mm dia. Medium type 328 G.I. Pipe 100mm dia. Heavy type 329 G.I. Pipe 15mm dia. Medium type 330 G.I. Pipe 15mm dia. Heavy type 331 G.I. Pipe 20mm dia. Medium type 332 G.I. Pipe 20mm dia.Heavy type 333 G.I. Pipe 25mm dia. Medium type 334 G.I. Pipe 25mm dia. Heavy type 335 G.I. Pipe 32mm dia. Medium type 336 G.I. Pipe 32mm dia.Heavy type 337 G.I. Pipe 40mm dia. Medium type 338 G.I. Pipe 40mm dia. Heavy type 339 G.I. Pipe 50mm dia. Medium type 340 G.I. Pipe 50mm dia. Heavy type 341 G.I. Pipe 65mm dia. Medium type 342 G.I. Pipe 65mm dia. Heavy type 343 G.I. Pipe 80mm dia. Medium type 344 G.I. Pipe 80mm dia. Heavy type 345 PVC Nahani Trap 75 mm 346 G.I.Clamps 100mm to 150mm 347 PVC Nahani Trap 150 mm 348 G.I.Clamps 12mm to 32mm 349 G.I.Clamps 40mm to 80mm 350 Anglo Indian W.C. Pan Colour 351 G.I.Fixtures 352 P.V.C. Cowl 100 mm 353 G.I.Screws 30mm 354 G.I.Screws 40mm 355 G.I.Union 25mm dia. 356 Gully trap cover with frame 357 Gun Metal stop tap with crutch wheel 20mm 358 Gun metal stop tap with crutch wheel 25mm 359 Gun metal stop tap with crutch wheel 15mm 360 Gun metal stop tap with crutch wheel 20mm 361 C.I.Bend 75mm dia. 362 C.I.Bend 100mm dia. 363 C.I.Bip tap 12mm 364 C.I.Grating 150mm dia. 365 C.I.Grating 100mm dia. 366 C.I.Grating 75mm dia. 367 C.I.Brackets 368 C.I.Collers 100mm dia. 369 C.I.Copllers 75mm dia. 370 C.I.Cover 45*30 cm with frame 371 C.I.Cowl / Vent 100mm dia. 372 C.I.Cowl / Vent 150mm dia. 373 C.I.Cowl / Vent 75mm dia. 374 C.I.Hinged Cover with frame 375 C.I.Man hole cover 50 kg. 376 C.I.Man hole cover 75 kg. 377 C.I.Man hole cover 100 kg. 378 C.I.Man hole cover 175 kg.Heavy (0.9*0.45m) 379 C.I.Nahani trap 100mm dia.(375mm long) 380 C.I.Nahani trap 75 to 80mm dia.(375mm long) 381 C.I.100*75*300 long arm (wt. 6kg)nahani trap 382 C.I.Soil pipe 100mm dia. 383 C.I.Soil pipe 150mm dia. 384 C.I,Soil pipe 75 to 80mm dia. 385 C.I.Shoe 75 mm dia. 386 C.I. Shoe 100 mm dia. 387 C.I.Shoe 150mm 388 Ball cock 15mm dia.P.V.C.FLOAT 389 Ball cock 25mm dia.P.V.C.FLOAT 390 Ball cock 40mm dia.P.V.C.FLOAT 391 Ball cock 50mm dia.P.V.C.FLOAT 392 Bib cock stop tap brass heavy 15mm 393 Bib cock stop tap brass heavy 20mm 394 Bib cockstop tap brass heavy 25mm 395 Bib tap 12mm brass medium 396 Colour wash hand basin 55*40cm 397 Colour wash hand basin 63*45cm 398 White glazed wash basin 45*30cm 399 White glazed wash hand basin 55*50cm 400 P.V.C. flexible Waste Pipe 32 mm dia 401 White Glazed Wash Hand Basin 63 x 45 cm 402 Sink white glazed 45*20*30cm 403 Pedestal for wash basin (standard size) 404 C.C.Septic tank 0.9m dia.(2.5m long) 405 C.C.Septic tank 1.20m dia.(2.5m long) 406 C.I.Steps for manhole 407 C.I.Cover with frame (Gully trap) 408 C.I.Plug Bend 150MM dia. 409 Clamp for G.I.pipe 25mm 410 Colour European type W.C.Pan 411 European type glazed W.C.pan 412 W.C.PAN Coloured glazed 64CM.(Orissa) 413 W.C.PAN White glazed 58 CM.Indian 414 W.C.PAN White glazed 57.50 CM (Orissa) 415 Fibre flushing tank for W.C. 416 Flushing tank automatic Urinal 10ltr. C.I. 417 Flushing tank automatic Urinal 5ltr. (P.V.C.) 418 Low level flush pr. St. 10ltr. 419 Flat back Urinal 420 Stall Type Urinal 421 Lipped type Urinal 422 Coloured glazed full stall Urinal 423 Bleaching Powder 424 Potassium Permanganate 425 Nylon Brush 426 Duster 427 Plastic Bucket 428 Coir 429 Gunny Cloth 430 Kharata 431 Wheel stop tap brass 15mm 432 Wheel stop tap brass 20mm 433 Wheel stop tap brass 25mm 434 Socket brass for 32mm tap 435 Socket brass for 40mm tap 436 Socket brass for 50mm tap 437 Socket brass for 65mm tap 438 Socket for 100mm tap 439 Socket for 15mm tap 440 Socket for 20mm tap 441 Socket for 25mm tap 442 Socket for 32mm tap 443 Socket for 40mm tap 444 Socket for 50mm tap 445 Socket for 65mm tap 446 Socket for 80mm tap 447 Span Yarn 448 Strainer for 100mm 449 Strainer for 40mm 450 Strainer for 50mm 451 Strainer for 80mm 452 Strainer for 15mm 453 Strainer for 20mm 454 Strainer for 25mm 455 Stone ware pipe 100mm dia. 456 Stone ware pipe 150mm dia. 457 Stone ware pipe 225mm dia. 458 Stone ware glazed pipe half round 100mm dia. 459 Stop tap brass with crunch wheel 15mm dia. 460 Towel rod with clamps 16mm dia. 461 Mirror 40*50cm. With plastic frame 462 Brass T Thimble Socket 32mm dia. 463 Brass wheel stop tap 32mm dia. 464 Brass wheel stop tap 40mm dia. 465 Brass wheel stop tap 50mm dia. 466 Brass wheel stop tap 65mm dia. 467 Brass wheel stop tap 80mm dia. 468 Half turn flush cock 25mm dia. 469 12mm flexible inlet pipe connection 470 Bell mouth cover 100mm dia. 471 Box chamber with lock 0.6*0.45m 472 Brass nozzle pillar tap 12mm 473 Black bakelite seat to european closer 474 Concussion push button type gun metal tap 15 to 25mm dia. 475 Coupling cast Iron 100mm dia. 476 Coupling cast Iron 80mm dia. 477 Chromium plated 12mm dia.bib cock 478 C.I.Trap grating 15*10 cm 479 C.I.Y junction 100mm dia. 480 C.I.Y junction 150mm dia. 481 C.I.Y junction 75mm dia. 482 Enameled bend 40mm dia. 483 Ferrul for C.I.pipr 100mm 484 White glazed foot rest chequred 25*10 cm 485 Half round earthware pipe 100mm(60cm long) 486 Half round earthware pipe 150mm(60cm long) 487 Jute Rope 488 Half round chaina ware pipe 100mm(60cm long) 489 Lead pipe 32mm dia. 490 Mohagani seat with lid 491 Mosquito proof coupling 492 Non-return valve 15mm for water meter 493 Non-return valve 25mm for water meter 494 Non-return valve 20mm for water meter 495 Piller tap 12mm dia.chromium plated heavy 496 P.Trap and lead pipe upto 40mm dia. 497 Rubber gasket (25, 28 and 20 cm) 498 Rubber Incertion 499 Rubberised adhesive 500 Salt glazed stone ware gully trap (150*150mm) 501 Self project tap brass chromium plated 15mm 502 Sewer trap 503 Shower rose chromium plated brass 10cm 504 P.V.C. pipe 15mm dia.10kg/cm2 pressure(class IV) 505 P.V.C. pipe 20mm dia.10kg/cm2 pressure(class IV) 506 P.V.C. pipe 25mm dia.10kg/cm2 pressure(class IV) 507 P.V.C. pipe 32mm dia.10kg/cm2 pressure(class IV) 508 P.V.C. pipe 40mm dia.10kg/cm2 pressure(class IV) 509 P.V.C. pipe 50mm dia.10kg/cm2 pressure(class IV) 510 P.V.C. pipe 60mm dia.10kg/cm2 pressure(class IV) 511 P.V.C. pipe 75mm dia.4 kg/cm2 pressure(class II) 512 P.V.C. 75 mm Soil Pipe 6 Kg/cm2 Pressure 513 P.V.C. pipe 90mm dia.4 kg/cm2 pressure(class II) 514 P.V.C.pipe 110mm dia.4kg/cm2 pressure (class II) 515 P.V.C. 110 mm Rain Water Pipe 6Kg/cm2 Pressure 516 P.V.C. 110 mm Soil Pipe 6 Kg/cm2 Pressure 517 P.V.C.pipe 140mm dia.4kg/cm2 pressure (class II) 518 P.V.C.pipe 160mm dia.4kg/cm2 pressure (class II) 519 P.V.C.pipe 160mm dia.Soil Pipe 520 P.V.C.pipe 160mm dia. Rain Water Pipe 521 P.V.C.Socket 15mm dia. 522 P.V.C.Socket 20mm dia. 523 P.V.C.Socket 25mm dia. 524 P.V.C.Socket 32mm dia. 525 P.V.C.Socket 40mm dia. 526 P.V.C.Socket 50mm dia. 527 P.V.C.Socket 60mm dia. 528 P.V.C.Flushing tank (12 ltr. Capacity) 529 Flush valve 32mm dia. 530 Ferocret tank 531 Stainless Steel sink of size 600*510*200mmof nirali or equivalent make 532 C.P.pillar cock jaquar make continental (Cat.No. CON-011) 533 C.P.pillar cock (ISI)jaquar make continental 534 C.P.pillar cock long neck with aerator jaquar make continental (Cat.No. CON- 021) 535 C.P.Bib cock (ISI)jaquar make continental (Cat.No. CON-037) 536 C.P.Bib Cock long thread jaquar make continental (Cat.No. CON-039) 537 C.P.2-way bib cock jaquar make continental (Cat.No. CON-041) 538 C.P.bib cock with wall flange long thread jaquar make continental (Cat.No. CON- 047) 539 C.P.Bib cock with nozzle jaquar make continental (Cat.No. CON-049) 540 C.P.Angular stop cockjaquar make continental (Cat.No. CON-053) 541 C.P.Angular stop cock long thread jaquar make continental(Cat.No. CON-055) 542 C.P.angular stop cock with wall flange jaquar make continental(Cat.No. CON- 059) 543 C.P.central hole basin mixer without popup waste system with 450mm long braided hoses jaquar make continental (Cat.No. CON-167B) 544 C.P.wall mixer with telephone shower arragnementonly but without teltphone shower crutch jaquar make continental (Cat.No. CON-217) 545 C.p.wall mixer non-telephonic shower arrangement jaquar make continental (Cat.No. CON-219) 546 C.P.wall mixer(wall mounted model) with telephone shower arrangement only and with telephone shower crutch jaquar make continental (Cat.No. CON-267) 547 C.P.wall mixer with provision for overheadshower with 115mm long bend pipe and wall flange jaquar make continental (Cat.No. CON-273UPR) 548 C.P.sink mixer with swinging casted spout (wallmounted) jaquar make continental (Cat.No. CON-309) 549 C.P.sink mixer swinging spout (table mounted model) 450mm long braided hoses jaquar make continental (Cat.No. CON-309B) 550 C.P.sink cock with swinging casted spout jaquar make continental (Cat.No. CON- 347) 551 C.P.sink cock with raised J shaped swinging casted spout (table mounted) jaquar make continental (Cat.No. CON- 359) 552 C.p.shower arm 190mm long light body with wallflange jaquar make continental (Cat. No. SHA - 477) 553 C.P.Flush cock with wall flange 25mm with plain knob jaquar make continental (Cat.No. FLR 6081) 554 C.P.Towel rail 24 jaquar make continental (Cat. No. ACN 1111N ) 555 C.P.Towel ring square jaquar make continental (Cat. No. ACN 1121N ) 556 C.P.Soap dish hooker jaquar make continental (Cat. No. AKB 35731 ) 557 C.P.soap dish (polyurethane)jaquar make continental (Cat. No. AQN 7733 ) 558 C.P.Toilet paper holder jaquar make continental (Cat. No. AQ 7751) 559 C.P.Toilet rack 24with lower hanger jaquar make continental (Cat. No. ACN 1181N) 560 C.P.Handshower (health faucet) 1m.PVC tube with wall hook jaquar make (Cat. No. ALD 563) 561 C.P.Pillar cock jaquar make queens collection (quarter turn fitting) (Cat. No. QQT 7011 ) 562 C.P.Bib cock with wall flange aqua make queens collection (quarter turn fitting) (Cat. No. QQT7037 ) 563 C.P.2-way bib cock with wall flange aqua make queens collection (quarter turn fitting) (Cat. No. QQT 7041) 564 C.P.Angular stop cock with wall flange aqua make queens collection (quarter turn fitting) (Cat. No. QQT 7053) 565 C.P.central hole basin mixer with regular spout without popup waste system with 450mm longbraided hoses jaquar make queens collection (quarter turn fitting) (Cat. No. QQT 7167bB ) 566 C.P.central hole basin mixer with regular spout with popup waste system with 450mm longbraided hoses jaquar make queens collection (quarter turn fitting) (Cat. No. QQT 7169b ) 567 C.P.central hole basin mixer with small spout without popup waste system with 450mm longbraided hoses jaquar make queens collection (quarter turn fitting) (Cat. No. QQT 7171B) 568 C.P.wall mixer (wall mounted model) with telephonic shower arrangement only but without crutchjaquar make queens collection(quarter turn filling) (Cat. No. QQT 7217 ) 569 C.P.wall mixer non-telephonic shower system jaquar make queens collection (quarter turn filling) (Cat. No. QQT 7219 ) 570 C.P.wall mixer (wall mounted model) with telephonic shower arrangement only and with telephone shower crutch jaquar make queens collection (quarter turn filling) (Cat. No. QQT 7267) 571 Hydraulic door closer 572 cPVC pipe 15mm dia. 573 cPVC pipe 20mm dia. 574 cPVC pipe 25mm dia. 575 cPVC pipe 32mm dia. 576 cPVC pipe 40mm dia. 577 cPVC pipe 50mm dia. 578 cPVC Coupling for 15mm dia. 579 cPVC Coupling for 20mm dia. 580 cPVC Coupling for 25mm dia. 581 cPVC Coupling for 32mm dia. 582 cPVC Coupling for 40mm dia. 583 cPVC Coupling for 50mm dia. 584 Elbow 90 Degree for 15mm dia. 585 Elbow 90 Degree for 20mm dia. 586 Elbow 90 Degree for 25mm dia. 587 Elbow 90 Degree for 32mm dia. 588 Elbow 90 Degree for 40mm dia. 589 Elbow 90 Degree for 50mm dia. 590 Tee for 15mm dia. 591 Tee for 20mm dia. 592 Tee for 25mm dia. 593 Tee for 32mm dia. 594 Tee for 40mm dia. 595 Tee for 50mm dia. 596 End cap for 15mm dia. 597 End cap for 20mm dia. 598 End cap for 25mm dia. 599 End cap for 32mm dia. 600 End cap for 40mm dia. 601 End cap for 50mm dia. 602 Ball cock for 15mm dia. 603 Ball cock for 12mm dia. 604 Ball cock for 25mm dia. 605 Ball cock for 32mm dia. 606 Ball cock for 40mm dia. 607 Araldite adhesive 608 Ball valves for 50mm dia. 609 Male adapter (Brass Threads) for 15mm dia. 610 Male adapter (Brass Threads) for 20mm dia. 611 Male adapter (Brass Threads) for 25mm dia. 612 Male adapter (Brass Threads) for 32mm dia. 613 Male adapter (Brass Threads) for 40mm dia. 614 Male adapter (Brass Threads) for 50mm dia. 615 Male adapter (Plastic Threads) for 15mm dia. 616 Male adapter (Plastic Threads) for 20mm dia. 617 Male adapter (Plastic Threads) for 25mm dia. 618 Male adapter (Plastic Threads) for 32mm dia. 619 Male adapter (Plastic Threads) for 40mm dia. 620 Male adapter (Plastic Threads) for 50mm dia. 621 Female adapter (Brass Threads) for 15mm dia. 622 Female adapter (Brass Threads) for 20mm dia. 623 Female adapter (Brass Threads) for 25mm dia. 624 Female adapter (Brass Threads) for 32mm dia. 625 Female adapter (Brass Threads) for 40mm dia. 626 Female adapter (Brass Threads) for 50mm dia. 627 Female adapter (Plastic Threads) for 15mm dia. 628 Female adapter (Plastic Threads) for 20mm dia. 629 Female adapter (Plastic Threads) for 25mm dia. 630 Union for 15mm dia. 631 Union for 20mm dia. 632 Union for 25mm dia. 633 Union for 32mm dia. 634 Union for 40mm dia. 635 Union for 50mm dia. 636 Cross for 15mm dia. 637 Cross for 20mm dia. 638 Step over Bend 15mm dia. 639 Step over Bend 20mm dia. 640 Tee holder for 15mm dia. 641 Tee holder for 32mm dia. 642 End plug threaded for 15mm dia. 643 R.C.C.Chamber cover with frame 90cm*45cm Heavy Duty 225kg 644 R.C.C.Chamber cover with frame 90cm*45cm Medium Duty 140kg 645 R.C.C.Chamber cover with frame 60cm*45cm Heavy Duty 160kg 646 R.C.C.Chamber cover with frame 60cm*45cm Medium Duty 100kg 647 I.S.I.Ferrul Connection15mm dia. 648 I.S.I.Ferrul Connection 20mm dia. 649 I.S.I.Ferrul Connection 25mm dia. 650 I.S.I.Ferrul Connection 32mm dia. 651 I.S.I.Ferrul Connection 40mm dia. 652 I.S.I.Ferrul Connection 50mm dia. 653 Water meter 15 mm diameter 654 Water meter 20 mm diameter 655 Water meter 25 mm diameter 656 Water meter 40 mm diameter 657 Water meter 50 mm diameter 658 Water meter 80 mm diameter 659 Water meter 100 mm diameter 660 Non return Valve 40 mm diameter 661 Non return Valve 50 mm diameter 662 Non return Valve 80 mm diameter 663 Non return Valve 100 mm diameter 664 Colour Wash Hand Basin 0.45 x 0.30 665 White Glaze Earth Sink 0.6 x 0.2 x 0.45 666 Clamp for G.I.pipe 200mm 667 Earopean type glazed W.C.pan 68cm 668 Earopean white glazed earthen ware closet pan 669 P.V.C. Nahni Trap 670 P.V.C. Connector. 15 mm dia 671 Low level flushing cistern 672 Upvc sanitary pipes all 20 mm dia. 673 Upvc sanitary pipes all 75 mm dia. 674 Bib cock stop tap brass heavy 15mm 675 Stainless Steel sink of size 610 x 460 x 200 mm of nirali or equivalent make 676 Upvc sanitary pipes all 63 mm dia. 677 W.C.PAN Colour glazed 57.50 CM (Orissa) 678 Piller cock mixer & Angle cock 679 Upvc sanitary pipes all 25 mm dia. 680 Upvc sanitary pipes all 15 mm dia. 681 Cement 682 Upvc sanitary pipes all 40 mm dia. 683 Upvc sanitary pipes all 50 mm dia. 684 Stainless Steel sink of size 470 x 420 x 178 mm of nirali or equivalent make 685 Bib cock Long Arm 686 Bottletrap wash basin 32 mm Cromium Plated 687 Upvc sanitary pipes all 32 mm dia. 688 Hamp rope 689 Bib cock cock stop tap brass heavy 15 mm 690 Colour wash hand basin 45*30cm 691 Ultra 250 mm. dia. uPVC 90 degree junction chamber base with U trap 692 Ultra 250 mm.dia. uPVCCover & Frame 693 uPVC Blanking Plug 110 mm 694 uPVC 90 degree bend 695 Ultra Shaft 250x470mm 696 Water jet with accessories 697 White glazed full stall urinal 698 Glass plain 6mm thick 699 White Glazed Earthenware Squatting plate (Ladies Urinal) 700 Autoclosing pillar cock of pressmatic tap 701 PVC Aqua kraft type super bib tap 15 mm 702 PVC Aqua kraft type super Two Way bib tap 15 mm 703 Super push button type cock / tap with flange 15 mm 704 PVC Aqua kraft type super jet spray 15 mm 705 PVC Aqua kraft type super right angle stop tap 706 PVC Aqua kraft type super Pillar tap 15 mm 707 Fixing in CC BK Clamp, Battan 708 Wall Mounted European type glazed W.C.pan 709 Super wall sink type tap with flange 15 mm 710 Two Way bib tap with flange 711 super jet spray with flange 2 in 1 faucet 1.50 metre long 712 Chloryphyriphos 713 Solvent 714 D.D.V.P. 715 Malathion 716 Pine Oil 717 S.S. Pipe 40 mm dia 718 Mild Steel 719 Barbed Wire 720 Concentina Coil Wire 721 M.S.Steel 722 RCC Pole 723 Green marble 724 Telephone black granite 725 Karva (for roof and sides 10kg bundle) 726 Tatti 727 Bamboo 25mm dia. 728 Lightening Conductor 729 Salt 730 Copper Tape width 25mm*3mm thick 731 Aluminium Strips 50 mm x 3 mm 732 Cripped wire3 - 0 , 4 - 0 and 5 - 0 wide 733 Welding Electrodes 734 Welded Mesh 75 X 75 mm 735 Welded Mesh 150 X 150 mm 736 Tarat 36 width (Gunny cloth) 737 Chain link3 - 0 , 4 - 0 and 5 - 0 wide 738 Bamboo 50mm dia. 739 Hold Fast for Steel Gate 740 Nut Boldts 12 mm dia. /Nails all size 741 M.S. Pipe 40 mm dia 742 Welding Rod 743 PVC hand rail cover 744 Antitermite Liquid 745 Lock for Drawer/Cupboard 746 Glycel 747 Hing 748 Hot lime 749 Ladder 750 Fine tooth chisel 751 Saw 752 Gloves 753 R.C.C.Pipe 1200mm dia.(Np3)2.5m long 754 R.C.C.Pipe 1100mm dia.(Np3)2.5m long 755 R.C.C.Pipe 1000mm dia.(Np3)2.5m long 756 R.C.C.Pipe 900mm dia.(Np3)2.5m long 757 R.C.C.Pipe 800mm dia.(Np3)2.5m long 758 R.C.C.Pipe 700mm dia.(Np3)2.5m long 759 R.C.C.Pipe 600mm dia.(Np3)2.5m long 760 R.C.C.Pipe 500mm dia.(Np3)2.5m long 761 R.C.C.Pipe 450mm dia.(Np3)2.5m long 762 R.C.C.pipe Np2 class 1000mm dia. 2.5m long 763 R.C.C.Np2 Pipe Collar 1000 mm Dia. 764 R.C.C.pipe Np2 class 1200mm dia. 2.5m long 765 R.C.C.Np2 Pipe Collar 1200 mm Dia. 766 R.C.C.pipe Np2 class 1800mm dia. 2.5m long 767 R.C.C.pipe Np2 class 900mm dia. 2.5m long 768 R.C.C.Np2 Pipe Collar 900 mm Dia. 769 R.C.C.pipe Np2 class 800mm dia. 2.5m long 770 R.C.C.Np2 Pipe Collar 800 mm Dia. 771 R.C.C.pipe Np2 class 700mm dia. 2.5m long 772 R.C.C.pipe Np2 class 600mm dia. 2.5m long 773 R.C.C.Np2 Pipe Collar 600 mm Dia. 774 R.C.C.pipe Np2 class 500mm dia. 2.5m long 775 R.C.C.pipe Np2 class 450mm dia. 2.5m long 776 R.C.C.Np2 Pipe Collar 450 mm Dia. 777 R.C.C.pipe Np2 class 100mm dia. 2m long 778 R.C.C.pipe Np2 class 150mm dia. 2m long 779 R.C.C.pipe Np2 class 225mm dia. 2m long 780 R.C.C.pipe Np2 class 300mm dia. 2m long 781 RCC Pipe Np 4 heavy duty non presure pipe 1000 mm diameter 782 RCC Pipe Np4 heavy duty non presure pipe 1200 mm diameter 783 RCC Pipe Np4 heavy duty non presure pipe 900 mm diameter 784 Cement 785 Structural Steel 786 TMT FE - 500 787 HCRM/CRS Reinforcement 788 Bitumen VG 10 (Bulk) (80/100) 789 Bitumen VG 30 (Bulk) (60/70) 790 Bitumen VG 40 (Bulk) (30/40) 791 Bitumen VG 30 (Packed) (60/70) 792 Bitumen VG 40 (Packed) (30/40) 793 Bitumen VG 10 (Packed) (80/100) 794 Sand - Natural/V.S.I.(Vertical Shaft Impact Crusher)Quality Artifitial Sand 795 Sand - Crushed 796 Natural Sand - Screened (for plaster work only) 797 Bricks II Class 798 Rubble stone excluding royalty 799 Aggregate 40 mm (Hand Broken) Blasted excluding royalty 800 Aggregate 25 mm 801 Aggregate 20 mm 802 Aggregate 12 mm 803 Aggregate 10 mm 804 Aggregate 6 mm 805 Stone Dust 806 Soft Murum 807 Hard Murum 808 Water 809 White Cement 810 Plasticizer 811 Stainless Steel Plate 812 EMULSION RS1 ( Hincol) BULK 813 EMULSION RS1 ( Hincol) Packed 814 WASTE PLASTIC to be used in bituminous treatment as per IRC SP-098-2013 815 Portland Slag Cement (PSC) 816 Ground Granulated Blast Furnance Slag (GGBS) 817 Bitumen VG-40 (bulk (30-40 grade)) 818 Stone Boulder of size 150 mm and below at Cruser Plant 819 Supply of quarried stone 150 - 200 mm size for Hand Broken at site 820 Boulder with minimum size of 300 mm for Pitching at Site 821 Coarse sand at Mixing Plant 822 Coarse sand at Site 823 Murum at Site 824 Fly ash conforming to IS: 3812 ( Part II &I) atHMP Plant / Batching Plant / Crushing Plant 825 Filter media/Filter Material as per Table 300-3 (MoRT&H Specification) 826 Close graded Granular sub-base Material 53 mm to 9.5 mm 827 Close graded Granular sub-base Material37.5 mm to 9.5 mm 828 Close graded Granular sub-base Material26.5 mm to 9.5 mm 829 Close graded Granular sub-base Material9.5 mm to 4.75 mm 830 Close graded Granular sub-base Material9.5 mm to 2.36 mm 831 Close graded Granular sub-base Material 4.75mm to 2.36 mm 832 Close graded Granular sub-base Material 4.75mm to 75 micron mm 833 Close graded Granular sub-base Material2.36 mm 834 Stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve. 835 Coarse graded Granular sub-base Material2.36 mm & below 836 Coarse graded Granular sub-base Material4.75mm to 75 micron mm 837 Coarse graded Granular sub-base Material4.75 mm to 2.36 mm 838 Coarse graded Granular sub-base Material 9.5 mm to 4.75 mm 839 Coarse graded Granular sub-base Material 26.5 mm to 4.75 mm 840 Coarse graded Granular sub-base Material 26.5 mm to 9.5 mm 841 Coarse graded Granular sub-base Material 37.5 mm to 9.5 mm 842 Coarse graded Granular sub-base Material 53 mm to 26 .5mm 843 Aggregates below 5.6 mm 844 Aggregates 22.4 mm to 2.36 mm 845 Aggregates 22.4 mm to 5.6 mm 846 Aggregates 45 mm to 2.8 mm 847 Aggregates 45 mm to 22.4 mm 848 Aggregates 53 mm to 2.8 mm 849 Aggregates 53 mm to 22.4 mm 850 Aggregates 63 mm to 2.8 mm 851 Aggregates 63 mm to 45 mm 852 Aggregates 90 mm to 45 mm 853 Aggregates 10 mm to 5 mm 854 Aggregates 11.2 mm to 0.09 mm 855 Aggregates 13.2 mm to 0.09 mm 856 Aggregates 13.2 mm to 5.6 mm 857 Aggregates 13.2 mm to 10 mm 858 Aggregates 20 mm to 10 mm 859 Aggregates 25 mm to 10 mm 860 Aggregates 19 mm to 6 mm 861 Aggregates 37.5 mm to 19 mm 862 Aggregates 37.5 mm to 25 mm 863 Aggregates 6 mm nominal size 864 Aggregates 10 mm nominal size 865 Aggregates 13.2/12.5 mm nominal size 866 Aggregates 20 mm nominal size 867 Aggregates 25 mm nominal size 868 Aggregates 40 mm nominal size 869 Binding wire 870 Bitumen ( Cationic Emulsion ) 871 Bitumen VG-30 (bulk (60-70 grade)) 872 Bitumen VG -10 (bulk (80-100 grade )) 873 Bitumen (Cutback ) 874 Bitumen (emulsion) 875 Bitumen (modified graded) (bulk Cr-60) 876 Geo grids 877 Geomembrane 878 Geonets 879 Geotextile 880 Geotextile filter fabric 881 LDO 882 Pavement Marking Paint 883 RCC Pipes 200 mm dia, 2.5 m long for drainage 884 Quarry spall 885 Road Barricade Perforated fench(2000 x 1000 x 40 mm ) 886 Road Barricade Sand Fillable only 1 mtr.[1000(L) x 350(W) x 760(H) mm ] 887 Polypropylene multifilament woven geotextile fabric for filter layer (approved opening size 0.075mm & water permeability 9.00 Litres/Sqm/Second) 888 Polythene bags 889 Trap stones weighing upto 20 kilogram 890 Trap stones weighing from 20 to 50 kilogram 891 Trap stones weighing from 50 to 100 kilogram 892 Trap stones weighing from 100 to 200 kilogram 893 Trap stones weighing from 200 to 300 kilogram 894 Trap stones weighing from 300 to 500 kilogram 895 Trap stones weighing from 500 to 1000 kilogram 896 Trap stones weighing from 1000 kilogram and above 897 Laterite stones rubbles upto 20kilogram 898 Laterite stones rubbles from 20 to 50 kilogram 899 Laterite stones rubbles from 50 to 100 kilogram 900 Gabions boxes of mechanically woven hexagonal shaped wire mesh of type, 10 cm x 12 cm. edges mechanically selvedged (Zinc+ PVC) coated G.I. wires as per BS: 443, mesh wire dia. 3.00 mm, edge wire 3.70 mm size 901 a) Gabion size - 1.00 x 1.00 x 1.00 M 902 b) Gabion size - 1.50 x 1.00 x 1.00 M 903 c) Gabion size - 2.00 x 1.00 x 1.00 M 904 d) Gabion size - 3.00 x 1.00 x 1.00 M 905 e) Gabion size - 4.00 x 1.00 x 1.00 M 906 Flexible gabions of polypropylene material of 10 mm ø four strand mesh size of 150mm x 150 mm size 907 a) Gabion size - 1.00 x 1.00 x 1.00 M 908 b) Gabion size - 1.50 x 1.00 x 1.00 M 909 c) Gabion size - 2.00 x 1.00 x 1.00 M 910 d) Gabion size - 3.00 x 1.00 x 1.00 M 911 Used tyre fender 912 Geotextile bags of sizes 913 a) Geotextile bags size - 1.00 x 0.70 M 914 b) Geotextile bags size - 2.00 x 1.50 M 915 Geotextile tube of 20 metre long & 916 a) Geotextile tube diameter - 3.00 M 917 b) Geotextile tube diameter - 1.50 M
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Maharashtra View Result →
10.
Rural Development #10355110 Price Bid
Mat/Yr Providing Supplying And Erecting Various Different Building And Gutter Material Machinery And Repaire For 1Year At Grampanchayatphulgaon - 1 providing and supplying Material and Machinery 2 Centering Oil 3 Plastic Cover Block 4 R.C.C.Jali 50mm thick 5 M-10 6 M-15 7 M-20 8 M-30 9 Plastizer (Rheobuild) 825 RMt. 10 Concrete Spacer Block 15 mm 11 Concrete Spacer Block 20 mm 12 Concrete Spacer Block 25 mm 13 Concrete Spacer Block 30 / 40 mm 14 Anticorrrisive Primer Coat 15 Swaling Coat 16 PVC Coated GI Wire 17 Repairs to cut ends and damages with special liquid epoxy 18 Epoxy paint 19 R.C.C.Jali 80mm thick 20 Bricks (Red) 21 AAC Block 600x200x100 mm 22 Jointing Mortar 23 Fly ash Bricks 24 Corner stone 38*20*30cm 25 Khandakies 26 Pin Header (Standard Size) 27 Hollow Blocks C.C.0.2*0.2*0.4M 28 Hollow Blocks C.C.0.1*0.2*0.4M 29 Hollow Block C C 0.30 x 0.20 x 0.15 30 Siporex Block 75x240x650 mm 31 GBP Build Fast plus 32 Siporex Block 100x240x650 mm 33 Siporex Block 200x240x650 mm 34 Bitumen (Compound) 35 Brick bats 36 Water proof compound I.S 37 Tar Felt B.H.I.S.I.3mm thick 38 Acrylic Polymer Modified waterproofing Powder 39 Acrylic Polymer Modified Liquid 40 Fibre Glass Mesh 41 Bitumen 85/25 Grade 42 Bitumen 85/25 Grade Cold Primer 43 Grit (Add Below 5.6) 44 Bitumen Felt 45 Polydee-TP40 Primer 46 Polydee-TP40 Primer 47 Polydee-LM 48 Polydee-LM 150mm width 49 Bituflex Cloesdcell foam 30x30 mm 50 AG 10 Granules 51 Polydee-MC 52 Polydee-41 sealant and polyseal 53 Polydee-11 54 Bitumen Pad 25mm thick 1.20 x 1.20 Mtr 55 Neeru / Sanala 56 White Putty (Cement) 57 Texture Material 58 Rough Shahabad 25 to 30mm thick 59 Rough Shahabad 40 to 45 mm thick 60 Polished Shahabad 25 to 30mm thick 61 Rough Shahabad 50 to 60mm thick 62 Polished Shahabad 40 to 50mm thick For step 63 Polished Shahabad Machine cut 25mm thick 64 Polished Shahabad for step25mm thick 65 Tandoor Polished 25mm thick (Machine cut) 66 Tandoor Polished 25mm thick (Hand Cut) 67 Tandoor Polished for steps25mm thisk 68 Black Kadappa (one side polish) (Machine cut) 25 mm thick 69 Black Kadappa (one side polish) (Machine cut) 35mm thick 70 Both Sides Polished Kadappastone 25mm thick 71 Kota stone (Machine cut) upto 25-30mm thick one side polished 72 Kota stone (Hand cut) upto 25-30mm thick one side polished 73 Kota stone for step polished) upto 25mm thick (1.2*0.3M) 74 Ceramic tiles 30*30cm 75 Ceramic Antiskid Flooring Tiles 30 x 30 cm 76 Ceramic Tiles for dado 30 cm x 30 cm 77 Ceramic Tiles for dado 30 x 45 cm 78 Heavy duty interlocking concrete block 60mm thick gray 300 kg/sq.cm. 79 Heavy duty interlocking concrete block 60mm thick coloured 300kg/sq.cm 80 Heavy duty interlocking concrete block 80mm thick gray 300kg/sq.cm 81 Heavy duty interlocking concrete block 80mm thick coloured 300kg/sq.cm 82 Heavy duty interlocking concrete block 80mm thick rubber mould glossy 400kg/sq.cm 83 Heavy duty interlocking concrete block 40mm thick colour 200 kg/sq.cm 84 Telephone Black Granite 85 Green marble 86 Vitrified tiles Glossy Size 590 to 605 mm* 590 to 605 mm*8 to 10mm 87 Vitrifiedmatt finish - size 590 to 605 mm* 590 to 605 mm *8 to 10mm 88 Vitrified rustic matt stone finish size 590 to 605mm *590 to 605mm*8 to 10mm 89 Vertified stone effect finish size 590 to 605mm* 590 to 605mm * 8 to 10mm 90 Calcet Powder 91 Black Oxide powder 92 Fevi Matt Chemical 10 Kg Bag 93 Marble chips 94 Heavy duty interlocking concrete block 60mm thick rubber mould glossy 400kg/sq.cm 95 Tremix Treatment 100 mm thick 96 Marble mosaic chequered tiles (gray) 97 Colour cement 98 Heavy Duty Designer come. tile for flooring 99 Heavy Duty Designer come. tile for Steps 100 PVC flooring 101 Ceramic Tiles for dado 30 x 60 cm 102 Marble (other than white makrana) 103 Kota stone (Hand cut) upto 45-55mm thick one side polished 104 Vitrifiedmatt finish - size 895 to 900 mm* 895 to 900 mm *10 to 12 mm 105 Bees wax 106 Coal Tar 107 Common Spirit 108 French Polish 109 Varnish 110 Malemaine Polish 111 C.C.T.W. Ballies 125 mm Diameter 112 Oil enamel paint/flat/glossy paint(ready mix) (with I.S.I. Mark) 113 Synthetic paint (ready mix) 114 Catonic emulsion paint 115 White oil paint 100ml pack tin 116 Red Oxide paint 117 Cement paint 118 Steel Primer 119 Primer for plaster surface 120 Putty 121 Boiled linseed oil 122 Linseed oil double boiled 123 Terpentine 124 Wood Primer 125 Brush for lettring 126 Brush for road marking 5cm 127 Brush for marking road 8cm 128 Brush for road marking 10cm 129 Lustre paint 130 Textured Synthetic paint 131 White lead paint 132 Birla wall care putty 133 Aluminium Paint 134 Plastic emulsion paint 135 Acraylic Emulsion Paint 136 Exterior Primer 137 Weather shield paint 138 Neel 139 Oil bound distemper 140 Red powder / Geru 141 Saras 142 Scrapping sand paper size (30 * 20cm) 143 Dry distemper 144 Chunam / White lime Powder 145 paint Luster Paint 146 Roller Brush 147 Royale Luxury Emulsion Paint 148 Country Teak Wood 149 Ghana teak wood 150 Teak Wood planks above 2.5 m length 151 Teak wood bidding 1/2 * 1/2 152 T.W.Balli 100 mm dia 153 Jungle wood (non teak) normal 154 Bamboo 25mm dia.(4.5 to 6m) 155 Bamboo 50mm dia. 156 Bamboo Matting 1.2*1.8m 157 Ply wood 12mm thick 158 Ply wood 6mm thick 159 Mica laminate as per ISI 0.1 mm thick 160 Face Veneel board 4 mm thick 161 Particle board B.W.P.Phinol bond 12mm thick 162 Particle board B.W.P.Phinol bond 19 mm thick 163 Formica 1.5 mm thick 164 Tower bolt brass oxidised 10 mm dia length 150 mm 165 Ferical 166 Ply wood 18mm thick Commercial 167 Teak wood battens 50 * 25mm 168 Teak wood batten 25 mm * 12 mm 169 Veneer 3.5 to 4 mm thick 170 Alluminium rod 25mm dia 171 A.C.Corrugated sheet 6mm thick 172 A.C.Sheet ridge 173 A.C.Sheet plain 4mm thick 174 G.C.I. Sheet (Corrugated) 22 BWG 175 G.C.I. Sheet (Corrugated) 24 BWG 176 G.I. Sheet (plain) 22 BWG 177 G.I. Sheet (plain) 24 BWG 178 G.I.Washers 179 G.I. J or L hooks 6 mm dia. 180 Nails iron all size 181 Mangalore tiles class AA 182 Mangalore Ridge / Hip tiles 183 Mangalore Glass tiles 184 Mangalore Pattern cowl Ventilator 185 G.I. Pre coated trapezoidal 0.50 mm thick roof Metalic Coloured Sheet 186 G.I. Pre coated Ridge Sheet 187 Gypsum powder 188 Aluminium Alloy plate 2mm thick 189 Aluminium sheeting fixed with encapsuled lens type reflective sheeting including 2% towards lettering , cost of angle iron, cost of drilling holes , nuts, bolts etc. and signs as applicable. 190 Plaster Of Paris 191 Decorative Board of Fibrous Plaster of Paris 12 to 15 mm 192 Acoustic Board 12 mm thick 193 Gypsum Board 12.5 mm thick 194 UPVC 3 layer trapezoidal 2.00 mm sheet 195 Light weight calcium silicate tile of size 595 x 595 mm of texture spin stone / cosmos / plain / Glode fine fissured. 196 Bioguard Board 16 mm 197 Ultima tile 198 Optra tile 199 Proflex Sheet 1 mm 200 Sky light 2 mm thick 201 Hanger rod 4mm thick 202 level Adjustment clip size 85x30x0.8mm 203 Dash fastener 12.5mm dia 50mm long 204 Soffit cleat 25mmx35mmx1.60mm 205 Wooden Screws with plastic rawl plugs 35mmx8mm 206 Light weight calcium silicate tiles of size 595x595mm of texture Spintone for Tegular edge ceiling 207 Plain Zinc Sheet 208 UPVC ridge/hip tiles 209 Hanger wire (2.68 mm dia), 1.82 m long 210 Dune edge tiles 211 Fine fissured edge tiles 212 Turbo ventilator 24 213 Tarat 36 width ( Gunny Cloth) 214 Wire glass 215 Fire wood 216 Precoated Galvanised Steel Plain Sheet 217 Connecting clip for supports 218 Dry wall screws 25 mm 219 Jointing Compound 220 Jointing Tape 221 Minaral Fibre board 600 x 600 mm 222 Perimeter Channel 80 x 8 mm 223 Screws 1 12 224 Screws 1/2 225 Rawal Plug 226 Plain Zinc Sheet 0.50 mm thick 227 Aldrop 300*16mm Chromium Plated 228 Aldrop Iron Oxidise 300*16mm 229 Aldrop Stainless steel 300*16mm 230 Handle 125mm M.S. Chromium Plated 231 Handle 150mm Brass Chromium plated (Rounded Shape) 232 Handle Alluminium 125 mm 233 Iron hinges chromium plated 125mm 234 But Hinges Alluminium 125mm 235 G.I.Screw 50mm 236 G.I.Screw 25mm 237 Stainless Steel Hinges - 125mm 14 gauge (Heavy Duty) 238 Tower bolt Aluminium 10mm dia.length 250mm 239 Tower bolt Aluminium 10mm dia.length 200mm 240 Tower bolt M.S. Chromium plated 10mm dia,length 300mm 241 Tower bolt M.S. Chromium plated 10mm dia,length 200mm 242 Cold Rolled Steel Hollow Section Door frame 1829*610mm 243 Aluminium stay 25cm 244 Aluminium stay 30cm 245 Jali fly proof 246 Jali chicken mesh 247 Jali welded mesh 25*25* 13 Guage 248 Jali welded mesh 25*25* 11 Guage 249 Jali welded mesh 50*25 13 Guage 250 Jali welded mesh 50*25 11 Guage 251 Hold fast Iron 300*40*5mm 252 Sliding Door Bolt Stainless Steel 12mm dia. 250mm length 253 Glass plain 3mm 254 Glass plain 5mm 255 Glass obscured (bajara) 5mm 256 G.I. Nut Bolt 257 Housing box to rolling shutter 258 Mechanical Gear For Rolling Shutter 259 Mortice lock superior 260 Solid Core commercial shutter 30mm thick phenol bonded with face veneer 3 mm thick both side 261 Iron washer 12mm to 16mm 262 Aluminium Section 263 Nylon / PVC Gasket 264 Alluminium Screw 32 x 6 mm, 25 x 6 mm 265 Concealed locking arrangement of 100 mm length for sliding window 266 Alluminium Grill 7.50 mm thick 267 Hydraulic floor spring heavy duty ( 150 Kg capacity) ISI mark 268 Iron Oxidized sliding door bolt 200 mm length, 12 mm dia 269 Powder and Chemicals for colour anodizing process of alluminium sections 270 Lock for Sliding Shutter 271 All Bearing Roller 272 All Frame Rail Angle 273 Welding Electrodes 274 C.R.C. Sheet 275 Abstrone Butadyne Styrine (ABS) Door Shutter including Transportation 276 Puff Insulation 35-40 Kg/Cumt. Density 277 PVC Door Shutter 34 mm thick Factory Made Shutter 278 FRP Door Shutter 30 mm thick Factory Made Shutter 279 FRP Door Shutter 35 mm thick Factory Made Shutter 280 Bison Pannel 281 PVC factory made solid panel door shutter with stainless steel fixutres & fastening 282 PVC factory made flush door 30 mm with stainless steel fixutres & fastening 283 Sliding door bolt Chromium plated 250mm 284 Acrylic Plain Sheet 3 mm 285 Aldrop Stainless steel 300*16mm 286 Aldrop Stainless steel 250*16 mm 287 Handle 150mm Stainless Steel (Rounded Shape) 288 Handle 200mm Stainless Steel (Rounded Shape) 289 Stainless Steel Hinges - 100mm 14 gauge (Heavy Duty) 290 Stainless Steel Hinges - 125mm 14 gauge(Heavy Duty) 291 Housing box to rolling shutter 292 Mechanical Gear For Rolling Shutter 293 Door StopperStainless Steel 294 Tower Bolt Stainless Steel 200 mm 295 Tower Bolt Stainless Steel 250 mm 296 Sliding Door Bolt Stainless Steel 250 mm 297 Handle Stainless Steel 100 mm 298 Eye Hole Lens 299 Rolling Shutter 300 Ply Wood 301 Stainless steel hooks and eyes 200 mm 302 Steel Window 303 Powder Coating 304 Rubber Lining 305 Ply wood 9 mm thick 306 Laminated board double 12mm thick 307 Alluminium Section anodized 308 Handle iron oxidised 150 mm 309 Hinges iron oxidised 100 mm 310 T. W. Particle board, both face laminated 12 mm 311 Battens T.W. 70 x 45 mm 312 Nuts and Bolts 313 Plain FRP Sheet 22 B.W.G. 314 TW Runner (6 x 3) 315 Alluminium Screw 316 F Patti 317 Teak wood planks above 2.5m length 318 Vision Panel 319 Solid core shutter 35 mm thick with commercial veneer facing and phenol bonded 320 Oil Paint 321 Acrylic Plain Sheet 2 mm thick 322 Aluminium Sheet 24 B.W.G 323 Alluminium Section with Powder Coating 324 Concealed lock 325 Mosquito proof Nylone net 326 Solid Core commercial shutter 30mm thick phenol bonded with face veneer 3 mm thick both side with bidding patty 327 G.I. Pipe 100mm dia. Medium type 328 G.I. Pipe 100mm dia. Heavy type 329 G.I. Pipe 15mm dia. Medium type 330 G.I. Pipe 15mm dia. Heavy type 331 G.I. Pipe 20mm dia. Medium type 332 G.I. Pipe 20mm dia.Heavy type 333 G.I. Pipe 25mm dia. Medium type 334 G.I. Pipe 25mm dia. Heavy type 335 G.I. Pipe 32mm dia. Medium type 336 G.I. Pipe 32mm dia.Heavy type 337 G.I. Pipe 40mm dia. Medium type 338 G.I. Pipe 40mm dia. Heavy type 339 G.I. Pipe 50mm dia. Medium type 340 G.I. Pipe 50mm dia. Heavy type 341 G.I. Pipe 65mm dia. Medium type 342 G.I. Pipe 65mm dia. Heavy type 343 G.I. Pipe 80mm dia. Medium type 344 G.I. Pipe 80mm dia. Heavy type 345 PVC Nahani Trap 75 mm 346 G.I.Clamps 100mm to 150mm 347 PVC Nahani Trap 150 mm 348 G.I.Clamps 12mm to 32mm 349 G.I.Clamps 40mm to 80mm 350 Anglo Indian W.C. Pan Colour 351 G.I.Fixtures 352 P.V.C. Cowl 100 mm 353 G.I.Screws 30mm 354 G.I.Screws 40mm 355 G.I.Union 25mm dia. 356 Gully trap cover with frame 357 Gun Metal stop tap with crutch wheel 20mm 358 Gun metal stop tap with crutch wheel 25mm 359 Gun metal stop tap with crutch wheel 15mm 360 Gun metal stop tap with crutch wheel 20mm 361 C.I.Bend 75mm dia. 362 C.I.Bend 100mm dia. 363 C.I.Bip tap 12mm 364 C.I.Grating 150mm dia. 365 C.I.Grating 100mm dia. 366 C.I.Grating 75mm dia. 367 C.I.Brackets 368 C.I.Collers 100mm dia. 369 C.I.Copllers 75mm dia. 370 C.I.Cover 45*30 cm with frame 371 C.I.Cowl / Vent 100mm dia. 372 C.I.Cowl / Vent 150mm dia. 373 C.I.Cowl / Vent 75mm dia. 374 C.I.Hinged Cover with frame 375 C.I.Man hole cover 50 kg. 376 C.I.Man hole cover 75 kg. 377 C.I.Man hole cover 100 kg. 378 C.I.Man hole cover 175 kg.Heavy (0.9*0.45m) 379 C.I.Nahani trap 100mm dia.(375mm long) 380 C.I.Nahani trap 75 to 80mm dia.(375mm long) 381 C.I.100*75*300 long arm (wt. 6kg)nahani trap 382 C.I.Soil pipe 100mm dia. 383 C.I.Soil pipe 150mm dia. 384 C.I,Soil pipe 75 to 80mm dia. 385 C.I.Shoe 75 mm dia. 386 C.I. Shoe 100 mm dia. 387 C.I.Shoe 150mm 388 Ball cock 15mm dia.P.V.C.FLOAT 389 Ball cock 25mm dia.P.V.C.FLOAT 390 Ball cock 40mm dia.P.V.C.FLOAT 391 Ball cock 50mm dia.P.V.C.FLOAT 392 Bib cock stop tap brass heavy 15mm 393 Bib cock stop tap brass heavy 20mm 394 Bib cockstop tap brass heavy 25mm 395 Bib tap 12mm brass medium 396 Colour wash hand basin 55*40cm 397 Colour wash hand basin 63*45cm 398 White glazed wash basin 45*30cm 399 White glazed wash hand basin 55*50cm 400 P.V.C. flexible Waste Pipe 32 mm dia 401 White Glazed Wash Hand Basin 63 x 45 cm 402 Sink white glazed 45*20*30cm 403 Pedestal for wash basin (standard size) 404 C.C.Septic tank 0.9m dia.(2.5m long) 405 C.C.Septic tank 1.20m dia.(2.5m long) 406 C.I.Steps for manhole 407 C.I.Cover with frame (Gully trap) 408 C.I.Plug Bend 150MM dia. 409 Clamp for G.I.pipe 25mm 410 Colour European type W.C.Pan 411 European type glazed W.C.pan 412 W.C.PAN Coloured glazed 64CM.(Orissa) 413 W.C.PAN White glazed 58 CM.Indian 414 W.C.PAN White glazed 57.50 CM (Orissa) 415 Fibre flushing tank for W.C. 416 Flushing tank automatic Urinal 10ltr. C.I. 417 Flushing tank automatic Urinal 5ltr. (P.V.C.) 418 Low level flush pr. St. 10ltr. 419 Flat back Urinal 420 Stall Type Urinal 421 Lipped type Urinal 422 Coloured glazed full stall Urinal 423 Bleaching Powder 424 Potassium Permanganate 425 Nylon Brush 426 Duster 427 Plastic Bucket 428 Coir 429 Gunny Cloth 430 Kharata 431 Wheel stop tap brass 15mm 432 Wheel stop tap brass 20mm 433 Wheel stop tap brass 25mm 434 Socket brass for 32mm tap 435 Socket brass for 40mm tap 436 Socket brass for 50mm tap 437 Socket brass for 65mm tap 438 Socket for 100mm tap 439 Socket for 15mm tap 440 Socket for 20mm tap 441 Socket for 25mm tap 442 Socket for 32mm tap 443 Socket for 40mm tap 444 Socket for 50mm tap 445 Socket for 65mm tap 446 Socket for 80mm tap 447 Span Yarn 448 Strainer for 100mm 449 Strainer for 40mm 450 Strainer for 50mm 451 Strainer for 80mm 452 Strainer for 15mm 453 Strainer for 20mm 454 Strainer for 25mm 455 Stone ware pipe 100mm dia. 456 Stone ware pipe 150mm dia. 457 Stone ware pipe 225mm dia. 458 Stone ware glazed pipe half round 100mm dia. 459 Stop tap brass with crunch wheel 15mm dia. 460 Towel rod with clamps 16mm dia. 461 Mirror 40*50cm. With plastic frame 462 Brass T Thimble Socket 32mm dia. 463 Brass wheel stop tap 32mm dia. 464 Brass wheel stop tap 40mm dia. 465 Brass wheel stop tap 50mm dia. 466 Brass wheel stop tap 65mm dia. 467 Brass wheel stop tap 80mm dia. 468 Half turn flush cock 25mm dia. 469 12mm flexible inlet pipe connection 470 Bell mouth cover 100mm dia. 471 Box chamber with lock 0.6*0.45m 472 Brass nozzle pillar tap 12mm 473 Black bakelite seat to european closer 474 Concussion push button type gun metal tap 15 to 25mm dia. 475 Coupling cast Iron 100mm dia. 476 Coupling cast Iron 80mm dia. 477 Chromium plated 12mm dia.bib cock 478 C.I.Trap grating 15*10 cm 479 C.I.Y junction 100mm dia. 480 C.I.Y junction 150mm dia. 481 C.I.Y junction 75mm dia. 482 Enameled bend 40mm dia. 483 Ferrul for C.I.pipr 100mm 484 White glazed foot rest chequred 25*10 cm 485 Half round earthware pipe 100mm(60cm long) 486 Half round earthware pipe 150mm(60cm long) 487 Jute Rope 488 Half round chaina ware pipe 100mm(60cm long) 489 Lead pipe 32mm dia. 490 Mohagani seat with lid 491 Mosquito proof coupling 492 Non-return valve 15mm for water meter 493 Non-return valve 25mm for water meter 494 Non-return valve 20mm for water meter 495 Piller tap 12mm dia.chromium plated heavy 496 P.Trap and lead pipe upto 40mm dia. 497 Rubber gasket (25, 28 and 20 cm) 498 Rubber Incertion 499 Rubberised adhesive 500 Salt glazed stone ware gully trap (150*150mm) 501 Self project tap brass chromium plated 15mm 502 Sewer trap 503 Shower rose chromium plated brass 10cm 504 P.V.C. pipe 15mm dia.10kg/cm2 pressure(class IV) 505 P.V.C. pipe 20mm dia.10kg/cm2 pressure(class IV) 506 P.V.C. pipe 25mm dia.10kg/cm2 pressure(class IV) 507 P.V.C. pipe 32mm dia.10kg/cm2 pressure(class IV) 508 P.V.C. pipe 40mm dia.10kg/cm2 pressure(class IV) 509 P.V.C. pipe 50mm dia.10kg/cm2 pressure(class IV) 510 P.V.C. pipe 60mm dia.10kg/cm2 pressure(class IV) 511 P.V.C. pipe 75mm dia.4 kg/cm2 pressure(class II) 512 P.V.C. 75 mm Soil Pipe 6 Kg/cm2 Pressure 513 P.V.C. pipe 90mm dia.4 kg/cm2 pressure(class II) 514 P.V.C.pipe 110mm dia.4kg/cm2 pressure (class II) 515 P.V.C. 110 mm Rain Water Pipe 6Kg/cm2 Pressure 516 P.V.C. 110 mm Soil Pipe 6 Kg/cm2 Pressure 517 P.V.C.pipe 140mm dia.4kg/cm2 pressure (class II) 518 P.V.C.pipe 160mm dia.4kg/cm2 pressure (class II) 519 P.V.C.pipe 160mm dia.Soil Pipe 520 P.V.C.pipe 160mm dia. Rain Water Pipe 521 P.V.C.Socket 15mm dia. 522 P.V.C.Socket 20mm dia. 523 P.V.C.Socket 25mm dia. 524 P.V.C.Socket 32mm dia. 525 P.V.C.Socket 40mm dia. 526 P.V.C.Socket 50mm dia. 527 P.V.C.Socket 60mm dia. 528 P.V.C.Flushing tank (12 ltr. Capacity) 529 Flush valve 32mm dia. 530 Ferocret tank 531 Stainless Steel sink of size 600*510*200mmof nirali or equivalent make 532 C.P.pillar cock jaquar make continental (Cat.No. CON-011) 533 C.P.pillar cock (ISI)jaquar make continental 534 C.P.pillar cock long neck with aerator jaquar make continental (Cat.No. CON- 021) 535 C.P.Bib cock (ISI)jaquar make continental (Cat.No. CON-037) 536 C.P.Bib Cock long thread jaquar make continental (Cat.No. CON-039) 537 C.P.2-way bib cock jaquar make continental (Cat.No. CON-041) 538 C.P.bib cock with wall flange long thread jaquar make continental (Cat.No. CON- 047) 539 C.P.Bib cock with nozzle jaquar make continental (Cat.No. CON-049) 540 C.P.Angular stop cockjaquar make continental (Cat.No. CON-053) 541 C.P.Angular stop cock long thread jaquar make continental(Cat.No. CON-055) 542 C.P.angular stop cock with wall flange jaquar make continental(Cat.No. CON- 059) 543 C.P.central hole basin mixer without popup waste system with 450mm long braided hoses jaquar make continental (Cat.No. CON-167B) 544 C.P.wall mixer with telephone shower arragnementonly but without teltphone shower crutch jaquar make continental (Cat.No. CON-217) 545 C.p.wall mixer non-telephonic shower arrangement jaquar make continental (Cat.No. CON-219) 546 C.P.wall mixer(wall mounted model) with telephone shower arrangement only and with telephone shower crutch jaquar make continental (Cat.No. CON-267) 547 C.P.wall mixer with provision for overheadshower with 115mm long bend pipe and wall flange jaquar make continental (Cat.No. CON-273UPR) 548 C.P.sink mixer with swinging casted spout (wallmounted) jaquar make continental (Cat.No. CON-309) 549 C.P.sink mixer swinging spout (table mounted model) 450mm long braided hoses jaquar make continental (Cat.No. CON-309B) 550 C.P.sink cock with swinging casted spout jaquar make continental (Cat.No. CON- 347) 551 C.P.sink cock with raised J shaped swinging casted spout (table mounted) jaquar make continental (Cat.No. CON- 359) 552 C.p.shower arm 190mm long light body with wallflange jaquar make continental (Cat. No. SHA - 477) 553 C.P.Flush cock with wall flange 25mm with plain knob jaquar make continental (Cat.No. FLR 6081) 554 C.P.Towel rail 24 jaquar make continental (Cat. No. ACN 1111N ) 555 C.P.Towel ring square jaquar make continental (Cat. No. ACN 1121N ) 556 C.P.Soap dish hooker jaquar make continental (Cat. No. AKB 35731 ) 557 C.P.soap dish (polyurethane)jaquar make continental (Cat. No. AQN 7733 ) 558 C.P.Toilet paper holder jaquar make continental (Cat. No. AQ 7751) 559 C.P.Toilet rack 24with lower hanger jaquar make continental (Cat. No. ACN 1181N) 560 C.P.Handshower (health faucet) 1m.PVC tube with wall hook jaquar make (Cat. No. ALD 563) 561 C.P.Pillar cock jaquar make queens collection (quarter turn fitting) (Cat. No. QQT 7011 ) 562 C.P.Bib cock with wall flange aqua make queens collection (quarter turn fitting) (Cat. No. QQT7037 ) 563 C.P.2-way bib cock with wall flange aqua make queens collection (quarter turn fitting) (Cat. No. QQT 7041) 564 C.P.Angular stop cock with wall flange aqua make queens collection (quarter turn fitting) (Cat. No. QQT 7053) 565 C.P.central hole basin mixer with regular spout without popup waste system with 450mm longbraided hoses jaquar make queens collection (quarter turn fitting) (Cat. No. QQT 7167bB ) 566 C.P.central hole basin mixer with regular spout with popup waste system with 450mm longbraided hoses jaquar make queens collection (quarter turn fitting) (Cat. No. QQT 7169b ) 567 C.P.central hole basin mixer with small spout without popup waste system with 450mm longbraided hoses jaquar make queens collection (quarter turn fitting) (Cat. No. QQT 7171B) 568 C.P.wall mixer (wall mounted model) with telephonic shower arrangement only but without crutchjaquar make queens collection(quarter turn filling) (Cat. No. QQT 7217 ) 569 C.P.wall mixer non-telephonic shower system jaquar make queens collection (quarter turn filling) (Cat. No. QQT 7219 ) 570 C.P.wall mixer (wall mounted model) with telephonic shower arrangement only and with telephone shower crutch jaquar make queens collection (quarter turn filling) (Cat. No. QQT 7267) 571 Hydraulic door closer 572 cPVC pipe 15mm dia. 573 cPVC pipe 20mm dia. 574 cPVC pipe 25mm dia. 575 cPVC pipe 32mm dia. 576 cPVC pipe 40mm dia. 577 cPVC pipe 50mm dia. 578 cPVC Coupling for 15mm dia. 579 cPVC Coupling for 20mm dia. 580 cPVC Coupling for 25mm dia. 581 cPVC Coupling for 32mm dia. 582 cPVC Coupling for 40mm dia. 583 cPVC Coupling for 50mm dia. 584 Elbow 90 Degree for 15mm dia. 585 Elbow 90 Degree for 20mm dia. 586 Elbow 90 Degree for 25mm dia. 587 Elbow 90 Degree for 32mm dia. 588 Elbow 90 Degree for 40mm dia. 589 Elbow 90 Degree for 50mm dia. 590 Tee for 15mm dia. 591 Tee for 20mm dia. 592 Tee for 25mm dia. 593 Tee for 32mm dia. 594 Tee for 40mm dia. 595 Tee for 50mm dia. 596 End cap for 15mm dia. 597 End cap for 20mm dia. 598 End cap for 25mm dia. 599 End cap for 32mm dia. 600 End cap for 40mm dia. 601 End cap for 50mm dia. 602 Ball cock for 15mm dia. 603 Ball cock for 12mm dia. 604 Ball cock for 25mm dia. 605 Ball cock for 32mm dia. 606 Ball cock for 40mm dia. 607 Araldite adhesive 608 Ball valves for 50mm dia. 609 Male adapter (Brass Threads) for 15mm dia. 610 Male adapter (Brass Threads) for 20mm dia. 611 Male adapter (Brass Threads) for 25mm dia. 612 Male adapter (Brass Threads) for 32mm dia. 613 Male adapter (Brass Threads) for 40mm dia. 614 Male adapter (Brass Threads) for 50mm dia. 615 Male adapter (Plastic Threads) for 15mm dia. 616 Male adapter (Plastic Threads) for 20mm dia. 617 Male adapter (Plastic Threads) for 25mm dia. 618 Male adapter (Plastic Threads) for 32mm dia. 619 Male adapter (Plastic Threads) for 40mm dia. 620 Male adapter (Plastic Threads) for 50mm dia. 621 Female adapter (Brass Threads) for 15mm dia. 622 Female adapter (Brass Threads) for 20mm dia. 623 Female adapter (Brass Threads) for 25mm dia. 624 Female adapter (Brass Threads) for 32mm dia. 625 Female adapter (Brass Threads) for 40mm dia. 626 Female adapter (Brass Threads) for 50mm dia. 627 Female adapter (Plastic Threads) for 15mm dia. 628 Female adapter (Plastic Threads) for 20mm dia. 629 Female adapter (Plastic Threads) for 25mm dia. 630 Union for 15mm dia. 631 Union for 20mm dia. 632 Union for 25mm dia. 633 Union for 32mm dia. 634 Union for 40mm dia. 635 Union for 50mm dia. 636 Cross for 15mm dia. 637 Cross for 20mm dia. 638 Step over Bend 15mm dia. 639 Step over Bend 20mm dia. 640 Tee holder for 15mm dia. 641 Tee holder for 32mm dia. 642 End plug threaded for 15mm dia. 643 R.C.C.Chamber cover with frame 90cm*45cm Heavy Duty 225kg 644 R.C.C.Chamber cover with frame 90cm*45cm Medium Duty 140kg 645 R.C.C.Chamber cover with frame 60cm*45cm Heavy Duty 160kg 646 R.C.C.Chamber cover with frame 60cm*45cm Medium Duty 100kg 647 I.S.I.Ferrul Connection15mm dia. 648 I.S.I.Ferrul Connection 20mm dia. 649 I.S.I.Ferrul Connection 25mm dia. 650 I.S.I.Ferrul Connection 32mm dia. 651 I.S.I.Ferrul Connection 40mm dia. 652 I.S.I.Ferrul Connection 50mm dia. 653 Water meter 15 mm diameter 654 Water meter 20 mm diameter 655 Water meter 25 mm diameter 656 Water meter 40 mm diameter 657 Water meter 50 mm diameter 658 Water meter 80 mm diameter 659 Water meter 100 mm diameter 660 Non return Valve 40 mm diameter 661 Non return Valve 50 mm diameter 662 Non return Valve 80 mm diameter 663 Non return Valve 100 mm diameter 664 Colour Wash Hand Basin 0.45 x 0.30 665 White Glaze Earth Sink 0.6 x 0.2 x 0.45 666 Clamp for G.I.pipe 200mm 667 Earopean type glazed W.C.pan 68cm 668 Earopean white glazed earthen ware closet pan 669 P.V.C. Nahni Trap 670 P.V.C. Connector. 15 mm dia 671 Low level flushing cistern 672 Upvc sanitary pipes all 20 mm dia. 673 Upvc sanitary pipes all 75 mm dia. 674 Bib cock stop tap brass heavy 15mm 675 Stainless Steel sink of size 610 x 460 x 200 mm of nirali or equivalent make 676 Upvc sanitary pipes all 63 mm dia. 677 W.C.PAN Colour glazed 57.50 CM (Orissa) 678 Piller cock mixer & Angle cock 679 Upvc sanitary pipes all 25 mm dia. 680 Upvc sanitary pipes all 15 mm dia. 681 Cement 682 Upvc sanitary pipes all 40 mm dia. 683 Upvc sanitary pipes all 50 mm dia. 684 Stainless Steel sink of size 470 x 420 x 178 mm of nirali or equivalent make 685 Bib cock Long Arm 686 Bottletrap wash basin 32 mm Cromium Plated 687 Upvc sanitary pipes all 32 mm dia. 688 Hamp rope 689 Bib cock cock stop tap brass heavy 15 mm 690 Colour wash hand basin 45*30cm 691 Ultra 250 mm. dia. uPVC 90 degree junction chamber base with U trap 692 Ultra 250 mm.dia. uPVCCover & Frame 693 uPVC Blanking Plug 110 mm 694 uPVC 90 degree bend 695 Ultra Shaft 250x470mm 696 Water jet with accessories 697 White glazed full stall urinal 698 Glass plain 6mm thick 699 White Glazed Earthenware Squatting plate (Ladies Urinal) 700 Autoclosing pillar cock of pressmatic tap 701 PVC Aqua kraft type super bib tap 15 mm 702 PVC Aqua kraft type super Two Way bib tap 15 mm 703 Super push button type cock / tap with flange 15 mm 704 PVC Aqua kraft type super jet spray 15 mm 705 PVC Aqua kraft type super right angle stop tap 706 PVC Aqua kraft type super Pillar tap 15 mm 707 Fixing in CC BK Clamp, Battan 708 Wall Mounted European type glazed W.C.pan 709 Super wall sink type tap with flange 15 mm 710 Two Way bib tap with flange 711 super jet spray with flange 2 in 1 faucet 1.50 metre long 712 Chloryphyriphos 713 Solvent 714 D.D.V.P. 715 Malathion 716 Pine Oil 717 S.S. Pipe 40 mm dia 718 Mild Steel 719 Barbed Wire 720 Concentina Coil Wire 721 M.S.Steel 722 RCC Pole 723 Green marble 724 Telephone black granite 725 Karva (for roof and sides 10kg bundle) 726 Tatti 727 Bamboo 25mm dia. 728 Lightening Conductor 729 Salt 730 Copper Tape width 25mm*3mm thick 731 Aluminium Strips 50 mm x 3 mm 732 Cripped wire3 - 0 , 4 - 0 and 5 - 0 wide 733 Welding Electrodes 734 Welded Mesh 75 X 75 mm 735 Welded Mesh 150 X 150 mm 736 Tarat 36 width (Gunny cloth) 737 Chain link3 - 0 , 4 - 0 and 5 - 0 wide 738 Bamboo 50mm dia. 739 Hold Fast for Steel Gate 740 Nut Boldts 12 mm dia. /Nails all size 741 M.S. Pipe 40 mm dia 742 Welding Rod 743 PVC hand rail cover 744 Antitermite Liquid 745 Lock for Drawer/Cupboard 746 Glycel 747 Hing 748 Hot lime 749 Ladder 750 Fine tooth chisel 751 Saw 752 Gloves 753 R.C.C.Pipe 1200mm dia.(Np3)2.5m long 754 R.C.C.Pipe 1100mm dia.(Np3)2.5m long 755 R.C.C.Pipe 1000mm dia.(Np3)2.5m long 756 R.C.C.Pipe 900mm dia.(Np3)2.5m long 757 R.C.C.Pipe 800mm dia.(Np3)2.5m long 758 R.C.C.Pipe 700mm dia.(Np3)2.5m long 759 R.C.C.Pipe 600mm dia.(Np3)2.5m long 760 R.C.C.Pipe 500mm dia.(Np3)2.5m long 761 R.C.C.Pipe 450mm dia.(Np3)2.5m long 762 R.C.C.pipe Np2 class 1000mm dia. 2.5m long 763 R.C.C.Np2 Pipe Collar 1000 mm Dia. 764 R.C.C.pipe Np2 class 1200mm dia. 2.5m long 765 R.C.C.Np2 Pipe Collar 1200 mm Dia. 766 R.C.C.pipe Np2 class 1800mm dia. 2.5m long 767 R.C.C.pipe Np2 class 900mm dia. 2.5m long 768 R.C.C.Np2 Pipe Collar 900 mm Dia. 769 R.C.C.pipe Np2 class 800mm dia. 2.5m long 770 R.C.C.Np2 Pipe Collar 800 mm Dia. 771 R.C.C.pipe Np2 class 700mm dia. 2.5m long 772 R.C.C.pipe Np2 class 600mm dia. 2.5m long 773 R.C.C.Np2 Pipe Collar 600 mm Dia. 774 R.C.C.pipe Np2 class 500mm dia. 2.5m long 775 R.C.C.pipe Np2 class 450mm dia. 2.5m long 776 R.C.C.Np2 Pipe Collar 450 mm Dia. 777 R.C.C.pipe Np2 class 100mm dia. 2m long 778 R.C.C.pipe Np2 class 150mm dia. 2m long 779 R.C.C.pipe Np2 class 225mm dia. 2m long 780 R.C.C.pipe Np2 class 300mm dia. 2m long 781 RCC Pipe Np 4 heavy duty non presure pipe 1000 mm diameter 782 RCC Pipe Np4 heavy duty non presure pipe 1200 mm diameter 783 RCC Pipe Np4 heavy duty non presure pipe 900 mm diameter 784 Cement 785 Structural Steel 786 TMT FE - 500 787 HCRM/CRS Reinforcement 788 Bitumen VG 10 (Bulk) (80/100) 789 Bitumen VG 30 (Bulk) (60/70) 790 Bitumen VG 40 (Bulk) (30/40) 791 Bitumen VG 30 (Packed) (60/70) 792 Bitumen VG 40 (Packed) (30/40) 793 Bitumen VG 10 (Packed) (80/100) 794 Sand - Natural/V.S.I.(Vertical Shaft Impact Crusher)Quality Artifitial Sand 795 Sand - Crushed 796 Natural Sand - Screened (for plaster work only) 797 Bricks II Class 798 Rubble stone excluding royalty 799 Aggregate 40 mm (Hand Broken) Blasted excluding royalty 800 Aggregate 25 mm 801 Aggregate 20 mm 802 Aggregate 12 mm 803 Aggregate 10 mm 804 Aggregate 6 mm 805 Stone Dust 806 Soft Murum 807 Hard Murum 808 Water 809 White Cement 810 Plasticizer 811 Stainless Steel Plate 812 EMULSION RS1 ( Hincol) BULK 813 EMULSION RS1 ( Hincol) Packed 814 WASTE PLASTIC to be used in bituminous treatment as per IRC SP-098-2013 815 Portland Slag Cement (PSC) 816 Ground Granulated Blast Furnance Slag (GGBS) 817 Bitumen VG-40 (bulk (30-40 grade)) 818 Stone Boulder of size 150 mm and below at Cruser Plant 819 Supply of quarried stone 150 - 200 mm size for Hand Broken at site 820 Boulder with minimum size of 300 mm for Pitching at Site 821 Coarse sand at Mixing Plant 822 Coarse sand at Site 823 Murum at Site 824 Fly ash conforming to IS: 3812 ( Part II &I) atHMP Plant / Batching Plant / Crushing Plant 825 Filter media/Filter Material as per Table 300-3 (MoRT&H Specification) 826 Close graded Granular sub-base Material 53 mm to 9.5 mm 827 Close graded Granular sub-base Material37.5 mm to 9.5 mm 828 Close graded Granular sub-base Material26.5 mm to 9.5 mm 829 Close graded Granular sub-base Material9.5 mm to 4.75 mm 830 Close graded Granular sub-base Material9.5 mm to 2.36 mm 831 Close graded Granular sub-base Material 4.75mm to 2.36 mm 832 Close graded Granular sub-base Material 4.75mm to 75 micron mm 833 Close graded Granular sub-base Material2.36 mm 834 Stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve. 835 Coarse graded Granular sub-base Material2.36 mm & below 836 Coarse graded Granular sub-base Material4.75mm to 75 micron mm 837 Coarse graded Granular sub-base Material4.75 mm to 2.36 mm 838 Coarse graded Granular sub-base Material 9.5 mm to 4.75 mm 839 Coarse graded Granular sub-base Material 26.5 mm to 4.75 mm 840 Coarse graded Granular sub-base Material 26.5 mm to 9.5 mm 841 Coarse graded Granular sub-base Material 37.5 mm to 9.5 mm 842 Coarse graded Granular sub-base Material 53 mm to 26 .5mm 843 Aggregates below 5.6 mm 844 Aggregates 22.4 mm to 2.36 mm 845 Aggregates 22.4 mm to 5.6 mm 846 Aggregates 45 mm to 2.8 mm 847 Aggregates 45 mm to 22.4 mm 848 Aggregates 53 mm to 2.8 mm 849 Aggregates 53 mm to 22.4 mm 850 Aggregates 63 mm to 2.8 mm 851 Aggregates 63 mm to 45 mm 852 Aggregates 90 mm to 45 mm 853 Aggregates 10 mm to 5 mm 854 Aggregates 11.2 mm to 0.09 mm 855 Aggregates 13.2 mm to 0.09 mm 856 Aggregates 13.2 mm to 5.6 mm 857 Aggregates 13.2 mm to 10 mm 858 Aggregates 20 mm to 10 mm 859 Aggregates 25 mm to 10 mm 860 Aggregates 19 mm to 6 mm 861 Aggregates 37.5 mm to 19 mm 862 Aggregates 37.5 mm to 25 mm 863 Aggregates 6 mm nominal size 864 Aggregates 10 mm nominal size 865 Aggregates 13.2/12.5 mm nominal size 866 Aggregates 20 mm nominal size 867 Aggregates 25 mm nominal size 868 Aggregates 40 mm nominal size 869 Binding wire 870 Bitumen ( Cationic Emulsion ) 871 Bitumen VG-30 (bulk (60-70 grade)) 872 Bitumen VG -10 (bulk (80-100 grade )) 873 Bitumen (Cutback ) 874 Bitumen (emulsion) 875 Bitumen (modified graded) (bulk Cr-60) 876 Geo grids 877 Geomembrane 878 Geonets 879 Geotextile 880 Geotextile filter fabric 881 LDO 882 Pavement Marking Paint 883 RCC Pipes 200 mm dia, 2.5 m long for drainage 884 Quarry spall 885 Road Barricade Perforated fench(2000 x 1000 x 40 mm ) 886 Road Barricade Sand Fillable only 1 mtr.[1000(L) x 350(W) x 760(H) mm ] 887 Polypropylene multifilament woven geotextile fabric for filter layer (approved opening size 0.075mm & water permeability 9.00 Litres/Sqm/Second) 888 Polythene bags 889 Trap stones weighing upto 20 kilogram 890 Trap stones weighing from 20 to 50 kilogram 891 Trap stones weighing from 50 to 100 kilogram 892 Trap stones weighing from 100 to 200 kilogram 893 Trap stones weighing from 200 to 300 kilogram 894 Trap stones weighing from 300 to 500 kilogram 895 Trap stones weighing from 500 to 1000 kilogram 896 Trap stones weighing from 1000 kilogram and above 897 Laterite stones rubbles upto 20kilogram 898 Laterite stones rubbles from 20 to 50 kilogram 899 Laterite stones rubbles from 50 to 100 kilogram 900 Gabions boxes of mechanically woven hexagonal shaped wire mesh of type, 10 cm x 12 cm. edges mechanically selvedged (Zinc+ PVC) coated G.I. wires as per BS: 443, mesh wire dia. 3.00 mm, edge wire 3.70 mm size 901 a) Gabion size - 1.00 x 1.00 x 1.00 M 902 b) Gabion size - 1.50 x 1.00 x 1.00 M 903 c) Gabion size - 2.00 x 1.00 x 1.00 M 904 d) Gabion size - 3.00 x 1.00 x 1.00 M 905 e) Gabion size - 4.00 x 1.00 x 1.00 M 906 Flexible gabions of polypropylene material of 10 mm ø four strand mesh size of 150mm x 150 mm size 907 a) Gabion size - 1.00 x 1.00 x 1.00 M 908 b) Gabion size - 1.50 x 1.00 x 1.00 M 909 c) Gabion size - 2.00 x 1.00 x 1.00 M 910 d) Gabion size - 3.00 x 1.00 x 1.00 M 911 Used tyre fender 912 Geotextile bags of sizes 913 a) Geotextile bags size - 1.00 x 0.70 M 914 b) Geotextile bags size - 2.00 x 1.50 M 915 Geotextile tube of 20 metre long & 916 a) Geotextile tube diameter - 3.00 M 917 b) Geotextile tube diameter - 1.50 M
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Maharashtra View Result →
11.
Rural Development #10315409 Price Bid
Providing Supplying And Erecting For Different Material Machinery And Labour Services For 1 Year At Grampanchayat-Gorhekh-Haweli ( Gp Fund ) -2 Centering Oil 3 Plastic Cover Block 4 R.C.C.Jali 50Mm Thick 5 Plastizer ( Rheobuild ) 825 Rmt. 6 Concrete Spacer Block 15 Mm 7 Concrete Spacer Block 20 Mm 8 Concrete Spacer Block 25 Mm 9 Concrete Spacer Block 30 / 40 Mm 10 Anticorrrisive Primer Coat 11 Swaling Coat 12 Pvc Coated Gi Wire 13 Repairs To Cut Ends And Damages With Special Liquid Epoxy 14 Epoxy Paint 15 R.C.C.Jali 80Mm Thick 16 Bricks ( Red ) 17 Aac Block 600X200x100 Mm 18 Jointing Mortar 19 Fly Ash Bricks 20 Corner Stone 38*20*30Cm 21 Khandakies 22 Pin Header ( Standard Size ) 23 Hollow Blocks C.C.0.2*0.2*0.4M 24 Hollow Blocks C.C.0.1*0.2*0.4M 25 Hollow Block C C 0.30 X 0.20 X 0.15 26 Siporex Block 75X240x650 Mm 27 Gbp Build Fast Plus 28 Siporex Block 100X240x650 Mm 29 Siporex Block 200X240x650 Mm 30 Bitumen ( Compound ) 31 Brick Bats 32 Water Proof Compound I.S 33 Tar Felt B.H.I.S.I.3Mm Thick 34 Acrylic Polymer Modified Waterproofing Powder 35 Acrylic Polymer Modified Liquid 36 Fibre Glass Mesh 37 Bitumen 85 / 25 Grade 38 Bitumen 85 / 25 Grade Cold Primer 39 Grit ( Add Below 5.6 ) 40 Bitumen Felt 41 Polydee-Tp40 Primer 42 Polydee-Tp40 Primer 43 Polydee-Lm 44 Polydee-Lm 150Mm Width 45 Bituflex Cloesdcell Foam 30X30 Mm 46 Ag 10 Granules 47 Polydee-Mc 48 Polydee-41 Sealant And Polyseal 49 Polydee-11 50 Bitumen Pad 25Mm Thick 1.20 X 1.20 Mtr 51 Neeru / Sanala 52 White Putty ( Cement ) 53 Texture Material 54 Rough Shahabad 25 To 30Mm Thick 55 Rough Shahabad 40 To 45 Mm Thick 56 Polished Shahabad 25 To 30Mm Thick 57 Rough Shahabad 50 To 60Mm Thick 58 Polished Shahabad 40 To 50Mm Thick For Step 59 Polished Shahabad Machine Cut 25Mm Thick 60 Polished Shahabad For Step25mm Thick 61 Tandoor Polished 25Mm Thick ( Machine Cut ) 62 Tandoor Polished 25Mm Thick ( Hand Cut ) 63 Tandoor Polished For Steps25mm Thisk 64 Black Kadappa ( One Side Polish ) ( Machine Cut ) 25 Mm Thick 65 Black Kadappa ( One Side Polish ) ( Machine Cut ) 35Mm Thick 66 Both Sides Polished Kadappastone 25Mm Thick 67 Kota Stone ( Machine Cut ) Upto 25-30Mm Thick One Side Polished 68 Kota Stone ( Hand Cut ) Upto 25-30Mm Thick One Side Polished 69 Kota Stone For Step Polished ) Upto 25Mm Thick ( 1.2*0.3M ) 70 Ceramic Tiles 30*30Cm 71 Ceramic Antiskid Flooring Tiles 30 X 30 Cm 72 Ceramic Tiles For Dado 30 Cm X 30 Cm 73 Ceramic Tiles For Dado 30 X 45 Cm 74 Heavy Duty Interlocking Concrete Block 60Mm Thick Gray 300 Kg / Sq.Cm. 75 Heavy Duty Interlocking Concrete Block 60Mm Thick Coloured 300Kg / Sq.Cm 76 Heavy Duty Interlocking Concrete Block 80Mm Thick Gray 300Kg / Sq.Cm 77 Heavy Duty Interlocking Concrete Block 80Mm Thick Coloured 300Kg / Sq.Cm 78 Heavy Duty Interlocking Concrete Block 80Mm Thick Rubber Mould Glossy 400Kg / Sq.Cm 79 Heavy Duty Interlocking Concrete Block 40Mm Thick Colour 200 Kg / Sq.Cm 80 Telephone Black Granite 81 Green Marble 82 Vitrified Tiles Glossy Size 590 To 605 Mm* 590 To 605 Mm*8 To 10Mm 83 Vitrifiedmatt Finish - Size 590 To 605 Mm* 590 To 605 Mm *8 To 10Mm 84 Vitrified Rustic Matt Stone Finish Size 590 To 605Mm *590 To 605Mm*8 To 10Mm 85 Vertified Stone Effect Finish Size 590 To 605Mm* 590 To 605Mm * 8 To 10Mm 86 Calcet Powder 87 Black Oxide Powder 88 Fevi Matt Chemical 10 Kg Bag 89 Marble Chips 90 Heavy Duty Interlocking Concrete Block 60Mm Thick Rubber Mould Glossy 400Kg / Sq.Cm 91 Tremix Treatment 100 Mm Thick 92 Marble Mosaic Chequered Tiles ( Gray ) 93 Colour Cement 94 Heavy Duty Designer Come. Tile For Flooring 95 Heavy Duty Designer Come. Tile For Steps 96 Pvc Flooring 97 Ceramic Tiles For Dado 30 X 60 Cm 98 Marble ( Other Than White Makrana ) 99 Kota Stone ( Hand Cut ) Upto 45-55Mm Thick One Side Polished 100 Vitrifiedmatt Finish - Size 895 To 900 Mm* 895 To 900 Mm *10 To 12 Mm 101 Bees Wax 102 Coal Tar 103 Common Spirit 104 French Polish 105 Varnish 106 Malemaine Polish 107 C.C.T.W. Ballies 125 Mm Diameter 108 Oil Enamel Paint / Flat / Glossy Paint ( Ready Mix ) ( With I.S.I. Mark ) 109 Synthetic Paint ( Ready Mix ) 110 Catonic Emulsion Paint 111 White Oil Paint 100Ml Pack Tin 112 Red Oxide Paint 113 Cement Paint 114 Steel Primer 115 Primer For Plaster Surface 116 Putty 117 Boiled Linseed Oil 118 Linseed Oil Double Boiled 119 Terpentine 120 Wood Primer 121 Brush For Lettring 122 Brush For Road Marking 5Cm 123 Brush For Marking Road 8Cm 124 Brush For Road Marking 10Cm 125 Lustre Paint 126 Textured Synthetic Paint 127 White Lead Paint 128 Birla Wall Care Putty 129 Aluminium Paint 130 Plastic Emulsion Paint 131 Acraylic Emulsion Paint 132 Exterior Primer 133 Weather Shield Paint 134 Neel 135 Oil Bound Distemper 136 Red Powder / Geru 137 Saras 138 Scrapping Sand Paper Size ( 30 * 20Cm ) 139 Dry Distemper 140 Chunam / White Lime Powder 141 Paint Luster Paint 142 Roller Brush 143 Royale Luxury Emulsion Paint 144 Country Teak Wood 145 Ghana Teak Wood 146 Teak Wood Planks Above 2.5 M Length 147 Teak Wood Bidding 1 / 2 * 1 / 2 148 T.W.Balli 100 Mm Dia 149 Jungle Wood ( Non Teak ) Normal 150 Bamboo 25Mm Dia. ( 4.5 To 6M ) 151 Bamboo 50Mm Dia. 152 Bamboo Matting 1.2*1.8M 153 Ply Wood 12Mm Thick 154 Ply Wood 6Mm Thick 155 Mica Laminate As Per Isi 0.1 Mm Thick 156 Face Veneel Board 4 Mm Thick 157 Particle Board B.W.P.Phinol Bond 12Mm Thick 158 Particle Board B.W.P.Phinol Bond 19 Mm Thick 159 Formica 1.5 Mm Thick 160 Tower Bolt Brass Oxidised 10 Mm Dia Length 150 Mm 161 Ferical 162 Ply Wood 18Mm Thick Commercial 163 Teak Wood Battens 50 * 25Mm 164 Teak Wood Batten 25 Mm * 12 Mm 165 Veneer 3.5 To 4 Mm Thick 166 Alluminium Rod 25Mm Dia 167 A.C.Corrugated Sheet 6Mm Thick 168 A.C.Sheet Ridge 169 A.C.Sheet Plain 4Mm Thick 170 G.C.I. Sheet ( Corrugated ) 22 Bwg 171 G.C.I. Sheet ( Corrugated ) 24 Bwg 172 G.I. Sheet ( Plain ) 22 Bwg 173 G.I. Sheet ( Plain ) 24 Bwg 174 G.I.Washers 175 G.I. J Or L Hooks 6 Mm Dia. 176 Nails Iron All Size 177 Mangalore Tiles Class Aa 178 Mangalore Ridge / Hip Tiles 179 Mangalore Glass Tiles 180 Mangalore Pattern Cowl Ventilator 181 G.I. Pre Coated Trapezoidal 0.50 Mm Thick Roof Metalic Coloured Sheet 182 G.I. Pre Coated Ridge Sheet 183 Gypsum Powder 184 Aluminium Alloy Plate 2Mm Thick 185 Aluminium Sheeting Fixed With Encapsuled Lens Type Reflective Sheeting Including 2% Towards Lettering , Cost Of Angle Iron, Cost Of Drilling Holes , Nuts, Bolts Etc. And Signs As Applicable. 186 Plaster Of Paris 187 Decorative Board Of Fibrous Plaster Of Paris 12 To 15 Mm 188 Acoustic Board 12 Mm Thick 189 Gypsum Board 12.5 Mm Thick 190 Upvc 3 Layer Trapezoidal 2.00 Mm Sheet 191 Light Weight Calcium Silicate Tile Of Size 595 X 595 Mm Of Texture Spin Stone / Cosmos / Plain / Glode Fine Fissured. 192 Bioguard Board 16 Mm 193 Ultima Tile 194 Optra Tile 195 Proflex Sheet 1 Mm 196 Sky Light 2 Mm Thick 197 Hanger Rod 4Mm Thick 198 Level Adjustment Clip Size 85X30x0.8Mm 199 Dash Fastener 12.5Mm Dia 50Mm Long 200 Soffit Cleat 25Mmx35mmx1.60Mm 201 Wooden Screws With Plastic Rawl Plugs 35Mmx8mm 202 Light Weight Calcium Silicate Tiles Of Size 595X595mm Of Texture Spintone For Tegular Edge Ceiling 203 Plain Zinc Sheet 204 Upvc Ridge / Hip Tiles 205 Hanger Wire ( 2.68 Mm Dia ) , 1.82 M Long 206 Dune Edge Tiles 207 Fine Fissured Edge Tiles 208 Turbo Ventilator 24 209 Tarat 36 Width ( Gunny Cloth ) 210 Wire Glass 211 Fire Wood 212 Precoated Galvanised Steel Plain Sheet 213 Connecting Clip For Supports 214 Dry Wall Screws 25 Mm 215 Jointing Compound 216 Jointing Tape 217 Minaral Fibre Board 600 X 600 Mm 218 Perimeter Channel 80 X 8 Mm 219 Screws 1 12 220 Screws 1 / 2 221 Rawal Plug 222 Plain Zinc Sheet 0.50 Mm Thick 223 Aldrop 300*16Mm Chromium Plated 224 Aldrop Iron Oxidise 300*16Mm 225 Aldrop Stainless Steel 300*16Mm 226 Handle 125Mm M.S. Chromium Plated 227 Handle 150Mm Brass Chromium Plated ( Rounded Shape ) 228 Handle Alluminium 125 Mm 229 Iron Hinges Chromium Plated 125Mm 230 But Hinges Alluminium 125Mm 231 G.I.Screw 50Mm 232 G.I.Screw 25Mm 233 Stainless Steel Hinges - 125Mm 14 Gauge ( Heavy Duty ) 234 Tower Bolt Aluminium 10Mm Dia.Length 250Mm 235 Tower Bolt Aluminium 10Mm Dia.Length 200Mm 236 Tower Bolt M.S. Chromium Plated 10Mm Dia, Length 300Mm 237 Tower Bolt M.S. Chromium Plated 10Mm Dia, Length 200Mm 238 Cold Rolled Steel Hollow Section Door Frame 1829*610Mm 239 Aluminium Stay 25Cm 240 Aluminium Stay 30Cm 241 Jali Fly Proof 242 Jali Chicken Mesh 243 Jali Welded Mesh 25*25* 13 Guage 244 Jali Welded Mesh 25*25* 11 Guage 245 Jali Welded Mesh 50*25 13 Guage 246 Jali Welded Mesh 50*25 11 Guage 247 Hold Fast Iron 300*40*5Mm 248 Sliding Door Bolt Stainless Steel 12Mm Dia. 250Mm Length 249 Glass Plain 3Mm 250 Glass Plain 5Mm 251 Glass Obscured ( Bajara ) 5Mm 252 G.I. Nut Bolt 253 Housing Box To Rolling Shutter 254 Mechanical Gear For Rolling Shutter 255 Mortice Lock Superior 256 Solid Core Commercial Shutter 30Mm Thick Phenol Bonded With Face Veneer 3 Mm Thick Both Side 257 Iron Washer 12Mm To 16Mm 258 Aluminium Section 259 Nylon / Pvc Gasket 260 Alluminium Screw 32 X 6 Mm, 25 X 6 Mm 261 Concealed Locking Arrangement Of 100 Mm Length For Sliding Window 262 Alluminium Grill 7.50 Mm Thick 263 Hydraulic Floor Spring Heavy Duty ( 150 Kg Capacity ) Isi Mark 264 Iron Oxidized Sliding Door Bolt 200 Mm Length, 12 Mm Dia 265 Powder And Chemicals For Colour Anodizing Process Of Alluminium Sections 266 Lock For Sliding Shutter 267 All Bearing Roller 268 All Frame Rail Angle 269 Welding Electrodes 270 C.R.C. Sheet 271 Abstrone Butadyne Styrine ( Abs ) Door Shutter Including Transportation 272 Puff Insulation 35-40 Kg / Cumt. Density 273 Pvc Door Shutter 34 Mm Thick Factory Made Shutter 274 Frp Door Shutter 30 Mm Thick Factory Made Shutter 275 Frp Door Shutter 35 Mm Thick Factory Made Shutter 276 Bison Pannel 277 Pvc Factory Made Solid Panel Door Shutter With Stainless Steel Fixutres & Fastening 278 Pvc Factory Made Flush Door 30 Mm With Stainless Steel Fixutres & Fastening 279 Sliding Door Bolt Chromium Plated 250Mm 280 Acrylic Plain Sheet 3 Mm 281 Aldrop Stainless Steel 300*16Mm 282 Aldrop Stainless Steel 250*16 Mm 283 Handle 150Mm Stainless Steel ( Rounded Shape ) 284 Handle 200Mm Stainless Steel ( Rounded Shape ) 285 Stainless Steel Hinges - 100Mm 14 Gauge ( Heavy Duty ) 286 Stainless Steel Hinges - 125Mm 14 Gauge ( Heavy Duty ) 287 Housing Box To Rolling Shutter 288 Mechanical Gear For Rolling Shutter 289 Door Stopperstainless Steel 290 Tower Bolt Stainless Steel 200 Mm 291 Tower Bolt Stainless Steel 250 Mm 292 Sliding Door Bolt Stainless Steel 250 Mm 293 Handle Stainless Steel 100 Mm 294 Eye Hole Lens 295 Rolling Shutter 296 Ply Wood 297 Stainless Steel Hooks And Eyes 200 Mm 298 Steel Window 299 Powder Coating 300 Rubber Lining 301 Ply Wood 9 Mm Thick 302 Laminated Board Double 12Mm Thick 303 Alluminium Section Anodized 304 Handle Iron Oxidised 150 Mm 305 Hinges Iron Oxidised 100 Mm 306 T. W. Particle Board, Both Face Laminated 12 Mm 307 Battens T.W. 70 X 45 Mm 308 Nuts And Bolts 309 Plain Frp Sheet 22 B.W.G. 310 Tw Runner ( 6 X 3 ) 311 Alluminium Screw 312 F Patti 313 Teak Wood Planks Above 2.5M Length 314 Vision Panel 315 Solid Core Shutter 35 Mm Thick With Commercial Veneer Facing And Phenol Bonded 316 Oil Paint 317 Acrylic Plain Sheet 2 Mm Thick 318 Aluminium Sheet 24 B.W.G 319 Alluminium Section With Powder Coating 320 Concealed Lock 321 Mosquito Proof Nylone Net 322 Solid Core Commercial Shutter 30Mm Thick Phenol Bonded With Face Veneer 3 Mm Thick Both Side With Bidding Patty 323 G.I. Pipe 100Mm Dia. Medium Type 324 G.I. Pipe 100Mm Dia. Heavy Type 325 G.I. Pipe 15Mm Dia. Medium Type 326 G.I. Pipe 15Mm Dia. Heavy Type 327 G.I. Pipe 20Mm Dia. Medium Type 328 G.I. Pipe 20Mm Dia.Heavy Type 329 G.I. Pipe 25Mm Dia. Medium Type 330 G.I. Pipe 25Mm Dia. Heavy Type 331 G.I. Pipe 32Mm Dia. Medium Type 332 G.I. Pipe 32Mm Dia.Heavy Type 333 G.I. Pipe 40Mm Dia. Medium Type 334 G.I. Pipe 40Mm Dia. Heavy Type 335 G.I. Pipe 50Mm Dia. Medium Type 336 G.I. Pipe 50Mm Dia. Heavy Type 337 G.I. Pipe 65Mm Dia. Medium Type 338 G.I. Pipe 65Mm Dia. Heavy Type 339 G.I. Pipe 80Mm Dia. Medium Type 340 G.I. Pipe 80Mm Dia. Heavy Type 341 Pvc Nahani Trap 75 Mm 342 G.I.Clamps 100Mm To 150Mm 343 Pvc Nahani Trap 150 Mm 344 G.I.Clamps 12Mm To 32Mm 345 G.I.Clamps 40Mm To 80Mm 346 Anglo Indian W.C. Pan Colour 347 G.I.Fixtures 348 P.V.C. Cowl 100 Mm 349 G.I.Screws 30Mm 350 G.I.Screws 40Mm 351 G.I.Union 25Mm Dia. 352 Gully Trap Cover With Frame 353 Gun Metal Stop Tap With Crutch Wheel 20Mm 354 Gun Metal Stop Tap With Crutch Wheel 25Mm 355 Gun Metal Stop Tap With Crutch Wheel 15Mm 356 Gun Metal Stop Tap With Crutch Wheel 20Mm 357 C.I.Bend 75Mm Dia. 358 C.I.Bend 100Mm Dia. 359 C.I.Bip Tap 12Mm 360 C.I.Grating 150Mm Dia. 361 C.I.Grating 100Mm Dia. 362 C.I.Grating 75Mm Dia. 363 C.I.Brackets 364 C.I.Collers 100Mm Dia. 365 C.I.Copllers 75Mm Dia. 366 C.I.Cover 45*30 Cm With Frame 367 C.I.Cowl / Vent 100Mm Dia. 368 C.I.Cowl / Vent 150Mm Dia. 369 C.I.Cowl / Vent 75Mm Dia. 370 C.I.Hinged Cover With Frame 371 C.I.Man Hole Cover 50 Kg. 372 C.I.Man Hole Cover 75 Kg. 373 C.I.Man Hole Cover 100 Kg. 374 C.I.Man Hole Cover 175 Kg.Heavy ( 0.9*0.45M ) 375 C.I.Nahani Trap 100Mm Dia. ( 375Mm Long ) 376 C.I.Nahani Trap 75 To 80Mm Dia. ( 375Mm Long ) 377 C.I.100*75*300 Long Arm ( Wt. 6Kg ) Nahani Trap 378 C.I.Soil Pipe 100Mm Dia. 379 C.I.Soil Pipe 150Mm Dia. 380 C.I, Soil Pipe 75 To 80Mm Dia. 381 C.I.Shoe 75 Mm Dia. 382 C.I. Shoe 100 Mm Dia. 383 C.I.Shoe 150Mm 384 Ball Cock 15Mm Dia.P.V.C.Float 385 Ball Cock 25Mm Dia.P.V.C.Float 386 Ball Cock 40Mm Dia.P.V.C.Float 387 Ball Cock 50Mm Dia.P.V.C.Float 388 Bib Cock Stop Tap Brass Heavy 15Mm 389 Bib Cock Stop Tap Brass Heavy 20Mm 390 Bib Cockstop Tap Brass Heavy 25Mm 391 Bib Tap 12Mm Brass Medium 392 Colour Wash Hand Basin 55*40Cm 393 Colour Wash Hand Basin 63*45Cm 394 White Glazed Wash Basin 45*30Cm 395 White Glazed Wash Hand Basin 55*50Cm 396 P.V.C. Flexible Waste Pipe 32 Mm Dia 397 White Glazed Wash Hand Basin 63 X 45 Cm 398 Sink White Glazed 45*20*30Cm 399 Pedestal For Wash Basin ( Standard Size ) 400 C.C.Septic Tank 0.9M Dia. ( 2.5M Long ) 401 C.C.Septic Tank 1.20M Dia. ( 2.5M Long ) 402 C.I.Steps For Manhole 403 C.I.Cover With Frame ( Gully Trap ) 404 C.I.Plug Bend 150Mm Dia. 405 Clamp For G.I.Pipe 25Mm 406 Colour European Type W.C.Pan 407 European Type Glazed W.C.Pan 408 W.C.Pan Coloured Glazed 64Cm. ( Orissa ) 409 W.C.Pan White Glazed 58 Cm.Indian 410 W.C.Pan White Glazed 57.50 Cm ( Orissa ) 411 Fibre Flushing Tank For W.C. 412 Flushing Tank Automatic Urinal 10Ltr. C.I. 413 Flushing Tank Automatic Urinal 5Ltr. ( P.V.C. ) 414 Low Level Flush Pr. St. 10Ltr. 415 Flat Back Urinal 416 Stall Type Urinal 417 Lipped Type Urinal 418 Coloured Glazed Full Stall Urinal 419 Bleaching Powder 420 Potassium Permanganate 421 Nylon Brush 422 Duster 423 Plastic Bucket 424 Coir 425 Gunny Cloth 426 Kharata 427 Wheel Stop Tap Brass 15Mm 428 Wheel Stop Tap Brass 20Mm 429 Wheel Stop Tap Brass 25Mm 430 Socket Brass For 32Mm Tap 431 Socket Brass For 40Mm Tap 432 Socket Brass For 50Mm Tap 433 Socket Brass For 65Mm Tap 434 Socket For 100Mm Tap 435 Socket For 15Mm Tap 436 Socket For 20Mm Tap 437 Socket For 25Mm Tap 438 Socket For 32Mm Tap 439 Socket For 40Mm Tap 440 Socket For 50Mm Tap 441 Socket For 65Mm Tap 442 Socket For 80Mm Tap 443 Span Yarn 444 Strainer For 100Mm 445 Strainer For 40Mm 446 Strainer For 50Mm 447 Strainer For 80Mm 448 Strainer For 15Mm 449 Strainer For 20Mm 450 Strainer For 25Mm 451 Stone Ware Pipe 100Mm Dia. 452 Stone Ware Pipe 150Mm Dia. 453 Stone Ware Pipe 225Mm Dia. 454 Stone Ware Glazed Pipe Half Round 100Mm Dia. 455 Stop Tap Brass With Crunch Wheel 15Mm Dia. 456 Towel Rod With Clamps 16Mm Dia. 457 Mirror 40*50Cm. With Plastic Frame 458 Brass T Thimble Socket 32Mm Dia. 459 Brass Wheel Stop Tap 32Mm Dia. 460 Brass Wheel Stop Tap 40Mm Dia. 461 Brass Wheel Stop Tap 50Mm Dia. 462 Brass Wheel Stop Tap 65Mm Dia. 463 Brass Wheel Stop Tap 80Mm Dia. 464 Half Turn Flush Cock 25Mm Dia. 465 12Mm Flexible Inlet Pipe Connection 466 Bell Mouth Cover 100Mm Dia. 467 Box Chamber With Lock 0.6*0.45M 468 Brass Nozzle Pillar Tap 12Mm 469 Black Bakelite Seat To European Closer 470 Concussion Push Button Type Gun Metal Tap 15 To 25Mm Dia. 471 Coupling Cast Iron 100Mm Dia. 472 Coupling Cast Iron 80Mm Dia. 473 Chromium Plated 12Mm Dia.Bib Cock 474 C.I.Trap Grating 15*10 Cm 475 C.I.Y Junction 100Mm Dia. 476 C.I.Y Junction 150Mm Dia. 477 C.I.Y Junction 75Mm Dia. 478 Enameled Bend 40Mm Dia. 479 Ferrul For C.I.Pipr 100Mm 480 White Glazed Foot Rest Chequred 25*10 Cm 481 Half Round Earthware Pipe 100Mm ( 60Cm Long ) 482 Half Round Earthware Pipe 150Mm ( 60Cm Long ) 483 Jute Rope 484 Half Round Chaina Ware Pipe 100Mm ( 60Cm Long ) 485 Lead Pipe 32Mm Dia. 486 Mohagani Seat With Lid 487 Mosquito Proof Coupling 488 Non-Return Valve 15Mm For Water Meter 489 Non-Return Valve 25Mm For Water Meter 490 Non-Return Valve 20Mm For Water Meter 491 Piller Tap 12Mm Dia.Chromium Plated Heavy 492 P.Trap And Lead Pipe Upto 40Mm Dia. 493 Rubber Gasket ( 25, 28 And 20 Cm ) 494 Rubber Incertion 495 Rubberised Adhesive 496 Salt Glazed Stone Ware Gully Trap ( 150*150Mm ) 497 Self Project Tap Brass Chromium Plated 15Mm 498 Sewer Trap 499 Shower Rose Chromium Plated Brass 10Cm 500 P.V.C. Pipe 15Mm Dia.10Kg / Cm2 Pressure ( Class Iv ) 501 P.V.C. Pipe 20Mm Dia.10Kg / Cm2 Pressure ( Class Iv ) 502 P.V.C. Pipe 25Mm Dia.10Kg / Cm2 Pressure ( Class Iv ) 503 P.V.C. Pipe 32Mm Dia.10Kg / Cm2 Pressure ( Class Iv ) 504 P.V.C. Pipe 40Mm Dia.10Kg / Cm2 Pressure ( Class Iv ) 505 P.V.C. Pipe 50Mm Dia.10Kg / Cm2 Pressure ( Class Iv ) 506 P.V.C. Pipe 60Mm Dia.10Kg / Cm2 Pressure ( Class Iv ) 507 P.V.C. Pipe 75Mm Dia.4 Kg / Cm2 Pressure ( Class Ii ) 508 P.V.C. 75 Mm Soil Pipe 6 Kg / Cm2 Pressure 509 P.V.C. Pipe 90Mm Dia.4 Kg / Cm2 Pressure ( Class Ii ) 510 P.V.C.Pipe 110Mm Dia.4Kg / Cm2 Pressure ( Class Ii ) 511 P.V.C. 110 Mm Rain Water Pipe 6Kg / Cm2 Pressure 512 P.V.C. 110 Mm Soil Pipe 6 Kg / Cm2 Pressure 513 P.V.C.Pipe 140Mm Dia.4Kg / Cm2 Pressure ( Class Ii ) 514 P.V.C.Pipe 160Mm Dia.4Kg / Cm2 Pressure ( Class Ii ) 515 P.V.C.Pipe 160Mm Dia.Soil Pipe 516 P.V.C.Pipe 160Mm Dia. Rain Water Pipe 517 P.V.C.Socket 15Mm Dia. 518 P.V.C.Socket 20Mm Dia. 519 P.V.C.Socket 25Mm Dia. 520 P.V.C.Socket 32Mm Dia. 521 P.V.C.Socket 40Mm Dia. 522 P.V.C.Socket 50Mm Dia. 523 P.V.C.Socket 60Mm Dia. 524 P.V.C.Flushing Tank ( 12 Ltr. Capacity ) 525 Flush Valve 32Mm Dia. 526 Ferocret Tank 527 Stainless Steel Sink Of Size 600*510*200Mmof Nirali Or Equivalent Make 528 C.P.Pillar Cock Jaquar Make Continental ( Cat.No. Con-011 ) 529 C.P.Pillar Cock ( Isi ) Jaquar Make Continental 530 C.P.Pillar Cock Long Neck With Aerator Jaquar Make Continental ( Cat.No. Con- 021 ) 531 C.P.Bib Cock ( Isi ) Jaquar Make Continental ( Cat.No. Con-037 ) 532 C.P.Bib Cock Long Thread Jaquar Make Continental ( Cat.No. Con-039 ) 533 C.P.2-Way Bib Cock Jaquar Make Continental ( Cat.No. Con-041 ) 534 C.P.Bib Cock With Wall Flange Long Thread Jaquar Make Continental ( Cat.No. Con- 047 ) 535 C.P.Bib Cock With Nozzle Jaquar Make Continental ( Cat.No. Con-049 ) 536 C.P.Angular Stop Cockjaquar Make Continental ( Cat.No. Con-053 ) 537 C.P.Angular Stop Cock Long Thread Jaquar Make Continental ( Cat.No. Con-055 ) 538 C.P.Angular Stop Cock With Wall Flange Jaquar Make Continental ( Cat.No. Con- 059 ) 539 C.P.Central Hole Basin Mixer Without Popup Waste System With 450Mm Long Braided Hoses Jaquar Make Continental ( Cat.No. Con-167B ) 540 C.P.Wall Mixer With Telephone Shower Arragnementonly But Without Teltphone Shower Crutch Jaquar Make Continental ( Cat.No. Con-217 ) 541 C.P.Wall Mixer Non-Telephonic Shower Arrangement Jaquar Make Continental ( Cat.No. Con-219 ) 542 C.P.Wall Mixer ( Wall Mounted Model ) With Telephone Shower Arrangement Only And With Telephone Shower Crutch Jaquar Make Continental ( Cat.No. Con-267 ) 543 C.P.Wall Mixer With Provision For Overheadshower With 115Mm Long Bend Pipe And Wall Flange Jaquar Make Continental ( Cat.No. Con-273Upr ) 544 C.P.Sink Mixer With Swinging Casted Spout ( Wallmounted ) Jaquar Make Continental ( Cat.No. Con-309 ) 545 C.P.Sink Mixer Swinging Spout ( Table Mounted Model ) 450Mm Long Braided Hoses Jaquar Make Continental ( Cat.No. Con-309B ) 546 C.P.Sink Cock With Swinging Casted Spout Jaquar Make Continental ( Cat.No. Con- 347 ) 547 C.P.Sink Cock With Raised J Shaped Swinging Casted Spout ( Table Mounted ) Jaquar Make Continental ( Cat.No. Con- 359 ) 548 C.P.Shower Arm 190Mm Long Light Body With Wallflange Jaquar Make Continental ( Cat. No. Sha - 477 ) 549 C.P.Flush Cock With Wall Flange 25Mm With Plain Knob Jaquar Make Continental ( Cat.No. Flr 6081 ) 550 C.P.Towel Rail 24 Jaquar Make Continental ( Cat. No. Acn 1111N ) 551 C.P.Towel Ring Square Jaquar Make Continental ( Cat. No. Acn 1121N ) 552 C.P.Soap Dish Hooker Jaquar Make Continental ( Cat. No. Akb 35731 ) 553 C.P.Soap Dish ( Polyurethane ) Jaquar Make Continental ( Cat. No. Aqn 7733 ) 554 C.P.Toilet Paper Holder Jaquar Make Continental ( Cat. No. Aq 7751 ) 555 C.P.Toilet Rack 24With Lower Hanger Jaquar Make Continental ( Cat. No. Acn 1181N ) 556 C.P.Handshower ( Health Faucet ) 1M.Pvc Tube With Wall Hook Jaquar Make ( Cat. No. Ald 563 ) 557 C.P.Pillar Cock Jaquar Make QueenS Collection ( Quarter Turn Fitting ) ( Cat. No. Qqt 7011 ) 558 C.P.Bib Cock With Wall Flange Aqua Make QueenS Collection ( Quarter Turn Fitting ) ( Cat. No. Qqt7037 ) 559 C.P.2-Way Bib Cock With Wall Flange Aqua Make QueenS Collection ( Quarter Turn Fitting ) ( Cat. No. Qqt 7041 ) 560 C.P.Angular Stop Cock With Wall Flange Aqua Make QueenS Collection ( Quarter Turn Fitting ) ( Cat. No. Qqt 7053 ) 561 C.P.Central Hole Basin Mixer With Regular Spout Without Popup Waste System With 450Mm Longbraided Hoses Jaquar Make QueenS Collection ( Quarter Turn Fitting ) ( Cat. No. Qqt 7167Bb ) 562 C.P.Central Hole Basin Mixer With Regular Spout With Popup Waste System With 450Mm Longbraided Hoses Jaquar Make QueenS Collection ( Quarter Turn Fitting ) ( Cat. No. Qqt 7169B ) 563 C.P.Central Hole Basin Mixer With Small Spout Without Popup Waste System With 450Mm Longbraided Hoses Jaquar Make QueenS Collection ( Quarter Turn Fitting ) ( Cat. No. Qqt 7171B ) 564 C.P.Wall Mixer ( Wall Mounted Model ) With Telephonic Shower Arrangement Only But Without Crutchjaquar Make QueenS Collection ( Quarter Turn Filling ) ( Cat. No. Qqt 7217 ) 565 C.P.Wall Mixer Non-Telephonic Shower System Jaquar Make QueenS Collection ( Quarter Turn Filling ) ( Cat. No. Qqt 7219 ) 566 C.P.Wall Mixer ( Wall Mounted Model ) With Telephonic Shower Arrangement Only And With Telephone Shower Crutch Jaquar Make QueenS Collection ( Quarter Turn Filling ) ( Cat. No. Qqt 7267 ) 567 Hydraulic Door Closer 568 Cpvc Pipe 15Mm Dia. 569 Cpvc Pipe 20Mm Dia. 570 Cpvc Pipe 25Mm Dia. 571 Cpvc Pipe 32Mm Dia. 572 Cpvc Pipe 40Mm Dia. 573 Cpvc Pipe 50Mm Dia. 574 Cpvc Coupling For 15Mm Dia. 575 Cpvc Coupling For 20Mm Dia. 576 Cpvc Coupling For 25Mm Dia. 577 Cpvc Coupling For 32Mm Dia. 578 Cpvc Coupling For 40Mm Dia. 579 Cpvc Coupling For 50Mm Dia. 580 Elbow 90 Degree For 15Mm Dia. 581 Elbow 90 Degree For 20Mm Dia. 582 Elbow 90 Degree For 25Mm Dia. 583 Elbow 90 Degree For 32Mm Dia. 584 Elbow 90 Degree For 40Mm Dia. 585 Elbow 90 Degree For 50Mm Dia. 586 Tee For 15Mm Dia. 587 Tee For 20Mm Dia. 588 Tee For 25Mm Dia. 589 Tee For 32Mm Dia. 590 Tee For 40Mm Dia. 591 Tee For 50Mm Dia. 592 End Cap For 15Mm Dia. 593 End Cap For 20Mm Dia. 594 End Cap For 25Mm Dia. 595 End Cap For 32Mm Dia. 596 End Cap For 40Mm Dia. 597 End Cap For 50Mm Dia. 598 Ball Cock For 15Mm Dia. 599 Ball Cock For 12Mm Dia. 600 Ball Cock For 25Mm Dia. 601 Ball Cock For 32Mm Dia. 602 Ball Cock For 40Mm Dia. 603 Araldite Adhesive 604 Ball Valves For 50Mm Dia. 605 Male Adapter ( Brass Threads ) For 15Mm Dia. 606 Male Adapter ( Brass Threads ) For 20Mm Dia. 607 Male Adapter ( Brass Threads ) For 25Mm Dia. 608 Male Adapter ( Brass Threads ) For 32Mm Dia. 609 Male Adapter ( Brass Threads ) For 40Mm Dia. 610 Male Adapter ( Brass Threads ) For 50Mm Dia. 611 Male Adapter ( Plastic Threads ) For 15Mm Dia. 612 Male Adapter ( Plastic Threads ) For 20Mm Dia. 613 Male Adapter ( Plastic Threads ) For 25Mm Dia. 614 Male Adapter ( Plastic Threads ) For 32Mm Dia. 615 Male Adapter ( Plastic Threads ) For 40Mm Dia. 616 Male Adapter ( Plastic Threads ) For 50Mm Dia. 617 Female Adapter ( Brass Threads ) For 15Mm Dia. 618 Female Adapter ( Brass Threads ) For 20Mm Dia. 619 Female Adapter ( Brass Threads ) For 25Mm Dia. 620 Female Adapter ( Brass Threads ) For 32Mm Dia. 621 Female Adapter ( Brass Threads ) For 40Mm Dia. 622 Female Adapter ( Brass Threads ) For 50Mm Dia. 623 Female Adapter ( Plastic Threads ) For 15Mm Dia. 624 Female Adapter ( Plastic Threads ) For 20Mm Dia. 625 Female Adapter ( Plastic Threads ) For 25Mm Dia. 626 Union For 15Mm Dia. 627 Union For 20Mm Dia. 628 Union For 25Mm Dia. 629 Union For 32Mm Dia. 630 Union For 40Mm Dia. 631 Union For 50Mm Dia. 632 Cross For 15Mm Dia. 633 Cross For 20Mm Dia. 634 Step Over Bend 15Mm Dia. 635 Step Over Bend 20Mm Dia. 636 Tee Holder For 15Mm Dia. 637 Tee Holder For 32Mm Dia. 638 End Plug Threaded For 15Mm Dia. 639 R.C.C.Chamber Cover With Frame 90Cm*45Cm Heavy Duty 225Kg 640 R.C.C.Chamber Cover With Frame 90Cm*45Cm Medium Duty 140Kg 641 R.C.C.Chamber Cover With Frame 60Cm*45Cm Heavy Duty 160Kg 642 R.C.C.Chamber Cover With Frame 60Cm*45Cm Medium Duty 100Kg 643 I.S.I.Ferrul Connection15mm Dia. 644 I.S.I.Ferrul Connection 20Mm Dia. 645 I.S.I.Ferrul Connection 25Mm Dia. 646 I.S.I.Ferrul Connection 32Mm Dia. 647 I.S.I.Ferrul Connection 40Mm Dia. 648 I.S.I.Ferrul Connection 50Mm Dia. 649 Water Meter 15 Mm Diameter 650 Water Meter 20 Mm Diameter 651 Water Meter 25 Mm Diameter 652 Water Meter 40 Mm Diameter 653 Water Meter 50 Mm Diameter 654 Water Meter 80 Mm Diameter 655 Water Meter 100 Mm Diameter 656 Non Return Valve 40 Mm Diameter 657 Non Return Valve 50 Mm Diameter 658 Non Return Valve 80 Mm Diameter 659 Non Return Valve 100 Mm Diameter 660 Colour Wash Hand Basin 0.45 X 0.30 661 White Glaze Earth Sink 0.6 X 0.2 X 0.45 662 Clamp For G.I.Pipe 200Mm 663 Earopean Type Glazed W.C.Pan 68Cm 664 Earopean White Glazed Earthen Ware Closet Pan 665 P.V.C. Nahni Trap 666 P.V.C. Connector. 15 Mm Dia 667 Low Level Flushing Cistern 668 Upvc Sanitary Pipes All 20 Mm Dia. 669 Upvc Sanitary Pipes All 75 Mm Dia. 670 Bib Cock Stop Tap Brass Heavy 15Mm 671 Stainless Steel Sink Of Size 610 X 460 X 200 Mm Of Nirali Or Equivalent Make 672 Upvc Sanitary Pipes All 63 Mm Dia. 673 W.C.Pan Colour Glazed 57.50 Cm ( Orissa ) 674 Piller Cock Mixer & Angle Cock 675 Upvc Sanitary Pipes All 25 Mm Dia. 676 Upvc Sanitary Pipes All 15 Mm Dia. 677 Cement 678 Upvc Sanitary Pipes All 40 Mm Dia. 679 Upvc Sanitary Pipes All 50 Mm Dia. 680 Stainless Steel Sink Of Size 470 X 420 X 178 Mm Of Nirali Or Equivalent Make 681 Bib Cock Long Arm 682 Bottletrap Wash Basin 32 Mm Cromium Plated 683 Upvc Sanitary Pipes All 32 Mm Dia. 684 Hamp Rope 685 Bib Cock Cock Stop Tap Brass Heavy 15 Mm 686 Colour Wash Hand Basin 45*30Cm 687 Ultra 250 Mm. Dia. Upvc 90 Degree Junction Chamber Base With U Trap 688 Ultra 250 Mm.Dia. Upvccover & Frame 689 Upvc Blanking Plug 110 Mm 690 Upvc 90 Degree Bend 691 Ultra Shaft 250X470mm 692 Water Jet With Accessories 693 White Glazed Full Stall Urinal 694 Glass Plain 6Mm Thick 695 White Glazed Earthenware Squatting Plate ( Ladies Urinal ) 696 Autoclosing Pillar Cock Of Pressmatic Tap 697 Pvc Aqua Kraft Type Super Bib Tap 15 Mm 698 Pvc Aqua Kraft Type Super Two Way Bib Tap 15 Mm 699 Super Push Button Type Cock / Tap With Flange 15 Mm 700 Pvc Aqua Kraft Type Super Jet Spray 15 Mm 701 Pvc Aqua Kraft Type Super Right Angle Stop Tap 702 Pvc Aqua Kraft Type Super Pillar Tap 15 Mm 703 Fixing In Cc Bk Clamp, Battan 704 Wall Mounted European Type Glazed W.C.Pan 705 Super Wall Sink Type Tap With Flange 15 Mm 706 Two Way Bib Tap With Flange 707 Super Jet Spray With Flange 2 In 1 Faucet 1.50 Metre Long 708 Chloryphyriphos 709 Solvent 710 D.D.V.P. 711 Malathion 712 Pine Oil 713 S.S. Pipe 40 Mm Dia 714 Mild Steel 715 Barbed Wire 716 Concentina Coil Wire 717 M.S.Steel 718 Rcc Pole 719 Green Marble 720 Telephone Black Granite 721 Karva ( For Roof And Sides 10Kg Bundle ) 722 Tatti 723 Bamboo 25Mm Dia. 724 Lightening Conductor 725 Salt 726 Copper Tape Width 25Mm*3Mm Thick 727 Aluminium Strips 50 Mm X 3 Mm 728 Cripped Wire3 - 0 , 4 - 0 And 5 - 0 Wide 729 Welding Electrodes 730 Welded Mesh 75 X 75 Mm 731 Welded Mesh 150 X 150 Mm 732 Tarat 36 Width ( Gunny Cloth ) 733 Chain Link3 - 0 , 4 - 0 And 5 - 0 Wide 734 Bamboo 50Mm Dia. 735 Hold Fast For Steel Gate 736 Nut Boldts 12 Mm Dia. / Nails All Size 737 M.S. Pipe 40 Mm Dia 738 Welding Rod 739 Pvc Hand Rail Cover 740 Antitermite Liquid 741 Lock For Drawer / Cupboard 742 Glycel 743 Hing 744 Hot Lime 745 Ladder 746 Fine Tooth Chisel 747 Saw 748 Gloves 749 R.C.C.Pipe 1200Mm Dia. ( Np3 ) 2.5M Long 750 R.C.C.Pipe 1100Mm Dia. ( Np3 ) 2.5M Long 751 R.C.C.Pipe 1000Mm Dia. ( Np3 ) 2.5M Long 752 R.C.C.Pipe 900Mm Dia. ( Np3 ) 2.5M Long 753 R.C.C.Pipe 800Mm Dia. ( Np3 ) 2.5M Long 754 R.C.C.Pipe 700Mm Dia. ( Np3 ) 2.5M Long 755 R.C.C.Pipe 600Mm Dia. ( Np3 ) 2.5M Long 756 R.C.C.Pipe 500Mm Dia. ( Np3 ) 2.5M Long 757 R.C.C.Pipe 450Mm Dia. ( Np3 ) 2.5M Long 758 R.C.C.Pipe Np2 Class 1000Mm Dia. 2.5M Long 759 R.C.C.Np2 Pipe Collar 1000 Mm Dia. 760 R.C.C.Pipe Np2 Class 1200Mm Dia. 2.5M Long 761 R.C.C.Np2 Pipe Collar 1200 Mm Dia. 762 R.C.C.Pipe Np2 Class 1800Mm Dia. 2.5M Long 763 R.C.C.Pipe Np2 Class 900Mm Dia. 2.5M Long 764 R.C.C.Np2 Pipe Collar 900 Mm Dia. 765 R.C.C.Pipe Np2 Class 800Mm Dia. 2.5M Long 766 R.C.C.Np2 Pipe Collar 800 Mm Dia. 767 R.C.C.Pipe Np2 Class 700Mm Dia. 2.5M Long 768 R.C.C.Pipe Np2 Class 600Mm Dia. 2.5M Long 769 R.C.C.Np2 Pipe Collar 600 Mm Dia. 770 R.C.C.Pipe Np2 Class 500Mm Dia. 2.5M Long 771 R.C.C.Pipe Np2 Class 450Mm Dia. 2.5M Long 772 R.C.C.Np2 Pipe Collar 450 Mm Dia. 773 R.C.C.Pipe Np2 Class 100Mm Dia. 2M Long 774 R.C.C.Pipe Np2 Class 150Mm Dia. 2M Long 775 R.C.C.Pipe Np2 Class 225Mm Dia. 2M Long 776 R.C.C.Pipe Np2 Class 300Mm Dia. 2M Long 777 Rcc Pipe Np 4 Heavy Duty Non Presure Pipe 1000 Mm Diameter 778 Rcc Pipe Np4 Heavy Duty Non Presure Pipe 1200 Mm Diameter 779 Rcc Pipe Np4 Heavy Duty Non Presure Pipe 900 Mm Diameter 780 Cement 781 Structural Steel 782 Tmt Fe - 500 783 Hcrm / Crs Reinforcement 784 Bitumen Vg 10 ( Bulk ) ( 80 / 100 ) 785 Bitumen Vg 30 ( Bulk ) ( 60 / 70 ) 786 Bitumen Vg 40 ( Bulk ) ( 30 / 40 ) 787 Bitumen Vg 30 ( Packed ) ( 60 / 70 ) 788 Bitumen Vg 40 ( Packed ) ( 30 / 40 ) 789 Bitumen Vg 10 ( Packed ) ( 80 / 100 ) 790 Sand - Natural / V.S.I. ( Vertical Shaft Impact Crusher ) Quality Artifitial Sand 791 Sand - Crushed 792 Natural Sand - Screened ( For Plaster Work Only ) 793 Bricks Ii Class 794 Rubble Stone Excluding Royalty 795 Aggregate 40 Mm ( Hand Broken ) Blasted Excluding Royalty 796 Aggregate 25 Mm 797 Aggregate 20 Mm 798 Aggregate 12 Mm 799 Aggregate 10 Mm 800 Aggregate 6 Mm 801 Stone Dust 802 Soft Murum 803 Hard Murum 804 Water 805 White Cement 806 Plasticizer 807 Stainless Steel Plate 808 Emulsion Rs1 ( Hincol ) Bulk 809 Emulsion Rs1 ( Hincol ) Packed 810 Waste Plastic To Be Used In Bituminous Treatment As Per Irc Sp-098-2013 811 Portland Slag Cement ( Psc ) 812 Ground Granulated Blast Furnance Slag ( Ggbs ) 813 Bitumen Vg-40 ( Bulk ( 30-40 Grade ) ) 814 Stone Boulder Of Size 150 Mm And Below At Cruser Plant 815 Supply Of Quarried Stone 150 - 200 Mm Size For Hand Broken At Site 816 Boulder With Minimum Size Of 300 Mm For Pitching At Site 817 Coarse Sand At Mixing Plant 818 Coarse Sand At Site 819 Murum At Site 820 Fly Ash Conforming To Is: 3812 ( Part Ii &I ) Athmp Plant / Batching Plant / Crushing Plant 821 Filter Media / Filter Material As Per Table 300-3 ( Mort&H Specification ) 822 Close Graded Granular Sub-Base Material 53 Mm To 9.5 Mm 823 Close Graded Granular Sub-Base Material37.5 Mm To 9.5 Mm 824 Close Graded Granular Sub-Base Material26.5 Mm To 9.5 Mm 825 Close Graded Granular Sub-Base Material9.5 Mm To 4.75 Mm 826 Close Graded Granular Sub-Base Material9.5 Mm To 2.36 Mm 827 Close Graded Granular Sub-Base Material 4.75Mm To 2.36 Mm 828 Close Graded Granular Sub-Base Material 4.75Mm To 75 Micron Mm 829 Close Graded Granular Sub-Base Material2.36 Mm 830 Stone Crusher Dust Finer Than 3Mm With Not More Than 10% Passing 0.075 Sieve. 831 Coarse Graded Granular Sub-Base Material2.36 Mm & Below 832 Coarse Graded Granular Sub-Base Material4.75Mm To 75 Micron Mm 833 Coarse Graded Granular Sub-Base Material4.75 Mm To 2.36 Mm 834 Coarse Graded Granular Sub-Base Material 9.5 Mm To 4.75 Mm 835 Coarse Graded Granular Sub-Base Material 26.5 Mm To 4.75 Mm 836 Coarse Graded Granular Sub-Base Material 26.5 Mm To 9.5 Mm 837 Coarse Graded Granular Sub-Base Material 37.5 Mm To 9.5 Mm 838 Coarse Graded Granular Sub-Base Material 53 Mm To 26 .5Mm 839 Aggregates Below 5.6 Mm 840 Aggregates 22.4 Mm To 2.36 Mm 841 Aggregates 22.4 Mm To 5.6 Mm 842 Aggregates 45 Mm To 2.8 Mm 843 Aggregates 45 Mm To 22.4 Mm 844 Aggregates 53 Mm To 2.8 Mm 845 Aggregates 53 Mm To 22.4 Mm 846 Aggregates 63 Mm To 2.8 Mm 847 Aggregates 63 Mm To 45 Mm 848 Aggregates 90 Mm To 45 Mm 849 Aggregates 10 Mm To 5 Mm 850 Aggregates 11.2 Mm To 0.09 Mm 851 Aggregates 13.2 Mm To 0.09 Mm 852 Aggregates 13.2 Mm To 5.6 Mm 853 Aggregates 13.2 Mm To 10 Mm 854 Aggregates 20 Mm To 10 Mm 855 Aggregates 25 Mm To 10 Mm 856 Aggregates 19 Mm To 6 Mm 857 Aggregates 37.5 Mm To 19 Mm 858 Aggregates 37.5 Mm To 25 Mm 859 Aggregates 6 Mm Nominal Size 860 Aggregates 10 Mm Nominal Size 861 Aggregates 13.2 / 12.5 Mm Nominal Size 862 Aggregates 20 Mm Nominal Size 863 Aggregates 25 Mm Nominal Size 864 Aggregates 40 Mm Nominal Size 865 Binding Wire 866 Bitumen ( Cationic Emulsion ) 867 Bitumen Vg-30 ( Bulk ( 60-70 Grade ) ) 868 Bitumen Vg -10 ( Bulk ( 80-100 Grade ) ) 869 Bitumen ( Cutback ) 870 Bitumen ( Emulsion ) 871 Bitumen ( Modified Graded ) ( Bulk Cr-60 ) 872 Geo Grids 873 Geomembrane 874 Geonets 875 Geotextile 876 Geotextile Filter Fabric 877 Ldo 878 Pavement Marking Paint 879 Rcc Pipes 200 Mm Dia, 2.5 M Long For Drainage 880 Quarry Spall 881 Road Barricade Perforated Fench ( 2000 X 1000 X 40 Mm ) 882 Road Barricade Sand Fillable Only 1 Mtr. [ 1000 ( L ) X 350 ( W ) X 760 ( H ) Mm ] 883 Polypropylene Multifilament Woven Geotextile Fabric For Filter Layer ( Approved Opening Size 0.075Mm & Water Permeability 9.00 Litres / Sqm / Second ) 884 Polythene Bags 885 Trap Stones Weighing Upto 20 Kilogram 886 Trap Stones Weighing From 20 To 50 Kilogram 887 Trap Stones Weighing From 50 To 100 Kilogram 888 Trap Stones Weighing From 100 To 200 Kilogram 889 Trap Stones Weighing From 200 To 300 Kilogram 890 Trap Stones Weighing From 300 To 500 Kilogram 891 Trap Stones Weighing From 500 To 1000 Kilogram 892 Trap Stones Weighing From 1000 Kilogram And Above 893 Laterite Stones Rubbles Upto 20Kilogram 894 Laterite Stones Rubbles From 20 To 50 Kilogram 895 Laterite Stones Rubbles From 50 To 100 Kilogram 896 Gabions Boxes Of Mechanically Woven Hexagonal Shaped Wire Mesh Of Type, 10 Cm X 12 Cm. Edges Mechanically Selvedged ( Zinc+ Pvc ) Coated G.I. Wires As Per Bs: 443, Mesh Wire Dia. 3.00 Mm, Edge Wire 3.70 Mm Size 897 A ) Gabion Size - 1.00 X 1.00 X 1.00 M 898 B ) Gabion Size - 1.50 X 1.00 X 1.00 M 899 C ) Gabion Size - 2.00 X 1.00 X 1.00 M 900 D ) Gabion Size - 3.00 X 1.00 X 1.00 M 901 E ) Gabion Size - 4.00 X 1.00 X 1.00 M 902 Flexible Gabions Of Polypropylene Material Of 10 Mm Ø Four Strand Mesh Size Of 150Mm X 150 Mm Size 903 A ) Gabion Size - 1.00 X 1.00 X 1.00 M 904 B ) Gabion Size - 1.50 X 1.00 X 1.00 M 905 C ) Gabion Size - 2.00 X 1.00 X 1.00 M 906 D ) Gabion Size - 3.00 X 1.00 X 1.00 M 907 Used Tyre Fender 908 Geotextile Bags Of Sizes 909 A ) Geotextile Bags Size - 1.00 X 0.70 M 910 B ) Geotextile Bags Size - 2.00 X 1.50 M 911 Geotextile Tube Of 20 Metre Long & 912 A ) Geotextile Tube Diameter - 3.00 M 913 B ) Geotextile Tube Diameter - 1.50 M 914 Black Smith With Tools - Ii Class 915 Stone Cutter With Tools - Semi Skilled 916 Mason I Class Skilled 917 Mason Ii Class Skilled 918 Carpenter I Class Skilled 919 Carpenter Ii Class Skilled 920 Plumber With Tools - Skilled 921 Glazier With Tools - Skilled 922 Tin Smith With Tools - Semi Skilled 923 Painter I Class Skilled 924 Painter Ii Class Skilled 925 Head Fitter With Tools - Skilled 926 Mechanic 927 Lorry Driver / Mixer Operator 928 Welder / Driller - Skilled 929 Polishman - Semi Skilled 930 Assistant Plumber - Skilled 931 Maistry Skilled / Supervisor / Mate 932 Vibrator Operator - Skilled 933 Skilled Labour 934 Boreman Skilled 935 Asphalt Sprayer Skilled 936 Minor Or Blaster Semi Skilled 937 Quarry Man - Semi Skilled 938 Painter / White Washer - Semi Skilled 939 Labour For Excavation In Hard Rock ( Un Blast ) 940 Tile Turner Semi Skilled 941 Mazdoor - For Polishing 942 Bar Bender Skilled 943 Bhisti ( Mixing / Curing ) - Semi Skilled 944 Mukadam - Semi Skilled 945 Tar Handler - Semi Skilled 946 Helper Un Skilled 947 Tree Cutter - Semi Skilled 948 Navaghani 949 Mazdoor - Unskilled Heavy Male 950 Mazdoor - Unskilled Heavy Female 951 Below Boy 952 Fitter With Tools I Class Skilled 953 Fitter With Tools Ii Class Skilled 954 Gun Man For Guniting 955 Laboratory Assistant 956 Labour For Tile Turning 957 Excavator - Unskilled Heavy 958 Breaker - Semi Skilled 959 Hole Driller Semi Skilled 960 Chiseler Semi Skilled 961 Foreman Skilled 962 Bandhani Semi Skilled 963 Emgraver For Lettering Skilled 964 Frabi - Weld - Drilling 965 Khalashi / Diers 966 Jack Hammer Operator 967 Electrician 968 Welder Skilled 969 Labour For Traffic Regulation 970 Watchman 971 Compressor Operator / Driver 972 Supervisor / Mate 973 Blacksmith ( 1St Class ) Welder / Plumber / Electrician. 974 Blaster ( Stone Cutter ) 975 Mali 976 Mazdoor / Dresser ( Semi Skilled ) 977 Mazdoor / Dresser Sinker B116 Skilled 978 Medical Officer 979 Operator ( Grouting ) 980 Para Medical Personnel 981 Mazdoor Unskilled Female ( Light ) 982 Painting Lettering Number 983 Junior Engineer 984 Surveyor 985 Autocad Operator 986 Attendent 987 Computer Typist 988 Tracer 989 Total Station Operator 990 Senior Engineer 991 Assistant 992 Operator / Fitter 993 Mazdoor Unskilled Light Male 994 Computer Operator 995 Survey Helper 996 Technician 997 Skilled Assistants-On The Site 998 Supervisor 999 Valuation Expert 1000 Office Support Staff 1001 Co-Ordinator 1002 Senior Surveyor 1003 Revenue Expert 1004 Welder
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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Drinking Water Supply and Sanitation #10236715 Price Bid
Augmentation Cum Reorganization Of Aapni Yojana Phase I Churu Bisau Feeder Water Supply Project Including 10 Years O And M District Churu.- 1 Part A : Cost Estimate For Pipeline Works 2 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 3 75 Mm Dia 4 90 Mm Dia 5 110 Mm Dia 6 125 Mm Dia 7 140 Mm Dia 8 160 Mm Dia 9 180 Mm Dia 10 200 Mm Dia 11 225 Mm Dia 12 100 Mm Dia 13 150 Mm Dia 14 200 Mm Dia 15 250 Mm Dia 16 300 Mm Dia 17 Providing, Lowering, Laying In Trenches, Aligning, Fixing In Position And Jointing Ductile Iron ( Di ) Isi Marked K-7 Grade S&S Pipes As Per 15:8329-2000 ( Amended Upto Date ) , With Internal Cement Mortar Lining Suitable For Potable Water With Rubber Ring ( Epdm ) Joints As Per Is: 5382- 1985 Including All Taxes ( Central And Local ) , Transportation And Freight Charges, Inspection Charges, Loading / I.I Unloading Charges, Including Cost Of Labour And Material, Specials ( Tee, Bend Etc. ) Satisfactory Hydraulic Testing, Disinfection Etc. Complete As Per Technical Specifications And Direction Of Engineer-In Charge. ( Excluding Earth Work ) Note : Providing And Fixing Of All Requisite Specials As Per Drawing, Design And Layout Are Inclusive In Rm Measurement Of The Item And Shall Not Be Paid Separately. 18 100 Mm Dia 19 150 Mm Dia 20 200 Mm Dia 21 250 Mm Dia 22 300 Mm Dia 23 Providing, Lowering, Laying In Trenches, Aligning, Fixing In Position And Jointing Ductile Iron ( Di ) Isi Marked K-9 Grade S&S Pipes As Per 15:8329-2000 ( Amended Upto Date ) , With Internal Cement Mortar Lining Suitable For Potable Water With Rubber Ring ( Epdm ) Joints As Per Is: 5382- 1985 Including All Taxes ( Central And Local ) , Transportation And Freight Charges, Inspection Charges, Loading / I.I Unloading Charges, Including Cost Of Labour And Material, Specials ( Tee, Bend Etc. ) Satisfactory Hydraulic Testing, Disinfection Etc. Complete As Per Technical Specifications And Direction Of Engineer-In Charge. ( Excluding Earth Work ) Note : Providing And Fixing Of All Requisite Specials As Per Drawing, Design And Layout Are Inclusive In Rm Measurement Of The Item And Shall Not Be Paid Separately. 24 150 Mm Dia 25 Providing, Lowering, Laying And Jointing In Trenches, Standard Lengths Hdpe Pe- 80 Pn-6 Isi Marked Pipes As Per Is-4984:1995 ( Ammended Upto Date ) With Neccessary Jointing Material Like Mechanical Connectors, I.E. Thread / Insert Joint / Quick Release Coupler Joint / Compression Fitting Joint Or Flanged Joint And Specials Jointing Pipe By Butt Fusion / Electro Fusion Welding Method, Including All Taxes, Transportation And Freight Charges, Inspection Charges, Loading / Unloading Charges, Stacking Of Pipes, Including Cost Of Labour And Material, Specials ( Tee, Bends Etc. ) , Satisfactory Hydraulic Testing, Disinfection Etc. Complete As Per Technical Specifications And Direction Of Engineer-In-Charge Of Following Class And Diameter. ( Excluding Earthwork ) 26 75 Mm Dia 27 90 Mm Dia 28 110 Mm Dia 29 125 Mm Dia 30 140 Mm Dia 31 160 Mm Dia 32 180 Mm Dia 33 200 Mm Dia 34 225 Mm Dia 35 Providing, Lowering, Aligning, Fixing In Position And Jointing In Pipe Line, Combination Air Release Valve Kinetic Type With Single Chamber Housed Double Orifice And Have 3 Functions, Large Air Exhaust, Small Air Venting And Large Air Intake During Vacuum Of Pipeline Of Approved Makes Of Following Pressure Rating And Dia And As Per Following Specifications:Governing Standard - Awwa C512 , Body And Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865, Float & Internal Trim: Aisi 304 Stainless Steel, Seat Ring & Gasket - Epdm / Nbrdrilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Body & Coverinside And Outside Fasteners - Cs / Galvanised Steel , Outlet Of Big Orifice Will Have A Screen To Prevent Tamper Of Float, Big Orifice Size Should Be Equal Or Larger Than The Inlet Flange Bore, For Fully Comply With Awwa C512. ) , Valve Including All Material, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer In Charge.Note: Rates Are Exclusive Of Connecting Tee, Pipe Piece And Earth Work. 36 50 Mm Dia 37 Construction Of Air Valve Pillar For Fixing Of Air Valves 38 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6 39 100 Mm Dia 40 150 Mm Dia 41 200 Mm Dia 42 Providing, Lowering, Aligning, Fixingin Positionin Pipeline, Cid / Fsluicevalvesof Approved Make Of Following Pressure Rating & Dia Complete, Confirming To Is:14846 ( Amended Up To Date ) And Of Following Specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand Wheel Of Grey Cast Iron Of Is:210 / Fg200stem - Ss 304 , Body Seat Ring, Wedge Facing Ring & Bushes - Ltb2 / Ss, Face To Face Dimensions As Per Is 14846 / 2000 ( Amended Up To Date ) , All Exposed Machined Ferrous Surfaces Shall Be Painted With One Coat Of Aluminium Red Oxide Primer Conforming To Is:5660 And Two Coats Of Black Japan Paint Conforming Totype B Of Is 341Or Paint Conforming To Is9862 Or Is2932 ( Non-Toxic- Suitable For Drinking Water ) Applied Inside And Outside, Flanges Drilled As Per Is 1538.Nut-Bolt Confirming To Is:1363 And Is: 1367 / Cs / Galvanised Steel.Insersion Rubber Of Black Epdm 6Mm Thick . Suitablesupport Structure As Per Directions Of Eic. Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Manually Operated Ci Sluice Valves Of Class Pn 1.0 Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 43 80 Mm Dia 44 100 Mm Dia 45 125 Mm Dia 46 150 Mm Dia 47 200 Mm Dia 48 250 Mm Dia 49 300 Mm Dia 50 Cosntruction Of Valve Chamber For Sluice Valves, Flow Control Valve And Butterfly Valve As Per Approved Drawing And Specifications To The Satisfaction Of Engineer-In-Charge 51 Type - A ( 80 Mm To 100 Mm Dia ) 52 Type - B ( 125 Mm To 200 Mm Dia ) 53 Type - C ( 250 Mm To 350 Mm Dia ) 54 Construction Of Village Transfer Chamber As Per Approved Design, Drawing & Specification Given For Material Of Construction And Completion Of All Works Of Installation Of Sluice Valves, D.Joints, C.I. Pipes, Specials ( Excluding Supply ) Etc. Complete In All Respect To Achieve The Work As Given In The Scope Of Work. 55 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing Ci Dismantling Joint ( Suitable For Sluice Valves Etc. ) As Per Is Specifications Complete Of The Following Sizes Including All Jointing Material, Cost Of All Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer. 56 100 Mm Dia 57 150 Mm Dia 58 200 Mm Dia 59 250 Mm Dia 60 300 Mm Dia 61 Construction And Commissioning Of Rcc Intze Type Over Head Service Reservoir Of Following Capacity And Staging As Per The Scope Of Work And Technical Specifications, Consisting Of The Following Main Activities: - 62 A ) Topographic Survey, Preparation Of Site Contour Plan, Conducting Sbc Testand Its Approval From Departmentbefore Construction. Submission And Approval Of Concrete Mix Design And Water Quality Test Report For Water To Be Used In Construction. B ) Excavation In All Types Of Soil, Pcc Below Foundation, All Rcc Work, Plinth Protection All Around The Structure Including All Material, Labour, Shuttering, Scaffolding Etc.C ) Ohsr Shall Be Provided With Adequate Plinth Protection All Around The Structure In A Width Starting From Edge Of Structure At Gl And Extending At Least Up To 1.0M Beyond The Edge Of Outer Most Projection Of Ohsr.The Plinth Protection Shall Consist Of 150Mm Thick Pcc In M-15 Grade Concrete Laid Over 150Mm Thick Layer Of Compacted Soil.D ) Providing And Applying Two Coats Of Food Grade Epoxy Paint On The Inside Surface On The Top Dome, Edge Beam And 600 Mm Height Of The Vertical Wall.E ) Conducting Successfully Hydro Test And Water Tightness Test As Per I.S. Code.F ) Providing And Applying Three Coats Of Anti-Carbonation Paint On The Top Surface Of The Top Dome.G ) Providing And Applying Three Coats Of Cement-Based Paint On The External Surface Of The Container, Balcony, Cone Wall, Columns & Beams Etc..H ) Providing And Fixing Ss-304 Ventilator, Ss 304 Manhole Frame And Cover And Ss-304 Ladder From Top Dome / Slab To Bottom Dome / Slab Inside Container. I ) Providing And Fixing Of Ms Section Ladder From The Last Landing To Balcony Having Railing All Around It And Ms Ladder With Safety Cage From Balcony To Top Dome / Slab.J ) Providing And Fixing Water Level Indicator ( Float Type ) . 63 K ) Providing And Fixing Of Hand Railing All Around The Balcony, Top Dome And Staircase Consisting Of 25Mm Diameter Class-B Gi Pipe In Two Rows And 1000 Mm High, 50X50x6mm Angle Iron Vertical Post At A Maximum Spacing Of 1500Mm Centres.L ) All Ms Parts To Be Painted With Two Coats Of The Enamel Paint Over The Primer Coat Of Red Oxide.M ) Providing And Fixing Of 150Mm Wide Pvc Water Bar For The Construction Joints In The Container ( Vertical Wall & Cone Wall ) .N ) Providing One Aluminium Portable Ladder Of Appropriate Length To Access First Landing ( 3.5 To 4.5M Above Gl ) From Ground.O ) Lighting Arrestor Consisting Of Providing And Fixing Of 2 Nos.Of Chemical Earthing And Connecting It To The Conical Cover Of Ss Ventilator With Two Separate Gi Strips Of 50Mmx3mm.P ) Ci / Di Puddle Collar Shall Be Fixed In The Bottom Dome / Slab For Connecting Inlet, Outlet, Overflow And Washout Pipe Of The Reservoir.Q ) Painting The Name Of The Scheme And Other Details On The Reservoir, And Any Other Work Related To Structure As Per The Directions Of Engineer-In- Charge, Technical Specification And Scope Of Work.R ) Inlet, Outlet, Overflow, Washout Pipes And Valves Are Not Included In This Work, Provision For The Same Shall Be Taken Separately. 64 Rates For Rcc Ohsr, Sbc 10 T / Sqm, Seismic Zone-Ii & Staging 18 M 65 100 Kl 66 150 Kl 67 Rates For Rcc Ohsr, Sbc 10 T / Sqm, Seismic Zone-Ii & Staging 20 M 68 100 Kl Each ( 100 X 2 Nos. ) 69 200 Kl Each ( 200 Kl X 3 Nos. ) 70 Providing And Fixing Double Flanged Isi Marked Di Class K-9 Pipes As Per Is:8329-2000 ( Amended Up To Date ) , As Vertical Pipes For Rcc Reservoirs Including Specials Required Such As Duck Foot Bend, Bend, Tee Etc. Providing Clamps At Every 3 Mtr, Jointing Materials Such As Nuts, Bolt, Rubber Packing, Hydraulic Testing Etc. Complete In All Respect Up To And From Valve Chamber As Per Direction Of Eic, Technical Specification And Scope Of Work. 71 100 Mm Dia 72 150 Mm Dia 73 200 Mm Dia 74 Construction Of Boundary Wall Of Brick / Stone Masonary As Per Enclosed Ga Drawing, Scope Of Work And Technical Specifications Complete Work In All Respect. Brief Details Of Boundary Wall Parameter Is As Below:1. Depth Of Foundation- 900 Mm.2. Pcc In M-10, Width -900 Mm And Thickness 100 Mm, 3. Section Of Foundation Above Pcc W-600 Mm, D-450Mm, W- 450Mm, D-450 Mm.4. Superstructure Work: Stone Masonary W-300, Height-1650 Mm, / Brick Work W-230 Mm, Height- 1650 Mm.5. Cement Mortar Pointing On Stone Masonary And Cement Mortar Plaster 20 Mm Thick On Brick Masonary In Cm 1:6.6. Expansion Joint Shall Be On Every 30 Mtr.7. On Top Of Wall There Shall Be Cc Coping 75 Mm Thick ( 1:2:4 ) Shall Be Provided.8. Pillar For Main Gate 350X350 Mm In Size Is Part Of Boundary Wall.9. Cement Paint Of Approved Colour In 3 Coat Shall Be Done. 75 Providing And Fixing Steel, Gate, Grating And Grills Made Of Angles, Tees, Square Bars, Flats Or Black Pipe With Hold Fast And Fitting Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide And Two Coat Of Enamal Paints. 76 Dismantling Of Cement Concrete Pavement For Pipe Lineand Chambers By Mechanical Means Using Pneumatic Tools, Cutting The Peripheral Edge By Cc Cutter, Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Up To A Lead Of 1000 Meters. Measurement For Dismantled Trench To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shallbe Made For Trench Width More Than Specified, Re-Handling Of Material / Earth To Complete The Tasks As Per Technical Specification And Scope Of Work. 77 Providing And Laying In Position Cement Concrete M10 Grade Nominal Mix 1:4:8 ( 1 Cement : 4Coarse Sand : 8 Graded Stone Aggregate 40 Mm Nominal Size ) In Base Course Complete Including All Material, Labour, Machinery, Lighting, Guarding For Road Restoration Work In Trenches Of Pipe Line And Chamber Work. Measurement For Cc Work To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Made Be Made For Trench Width More Than Specified, Complete Work As Per Technical Specification And Scope Of Work. 78 Providing And Laying In Position Cement Concrete In Specified Grade Over Prepared Base Course Complete Including Finishing, Curing, All Material, Labour, Machinery, Lighting, Guarding For Road Restoration Work In Trenches Of Pipe Line And Chamber Work. Measurement For Cc Work To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Made Be Made For Trench Width More Than Specified, Complete Work As Per Technical Specification And Scope Of Work. M20 Grade Nominal Mix1: 1.5: 3 ( 1 Cement : 1.5 Coarse Sand : 3 Graded Stone Aggregate 20Mm Nominal Size ) . 79 Dismantling Of Flexible Pavement For Pipe Lineand Chambers By Mechanical Means Using Pneumatic Tools, Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Up To A Lead Of 1000 Meters. Measurement For Dismantled Trench To Be Madeas Per Standard Trench Width Specified In Tender Document And No Extra Payment Shall Be Madefor Trench Width More Than Specified, Re-Handling Of Material / Earth To Complete The Tasks Per Technical Specification And Scope Of Work. 80 Bituminous Courses 81 Granular Courses 82 Provision For Restroration Of Bitumen Road After Laying & Jointing Pipe Line As Per Direction Of Engineer In Charge 83 Provision Forrestoration Of Wbm Road Cutting As Per Specifications. 84 Total Length Of Canal Corssing During Laying Of Pipe At Various Locations 85 Providing Service Connection As Per Technical Specification And Standard Drawing As Per Relevant Is Code ( Ammended Up To Date ) From All Kind Of Water Mains Up To Consumer Meter / Premises ( Complete Job ) . This Job Includes Digging Out Suitable Size Of Pits And Trench For Laying Service Line In All Kinds Of Soil Including Demolishing Of Cement Concrete, Wbm, Black Top Etc. Of All Thickness; Cutting Of Cc Road / Jhiri By Using A Concrete Cutter Machine; Depositing And Refilling Of Pit & Jhiri Watering And Ramming / Compacting In Layers And Disposal Of Surplus Excavated Soilas Directed With In A Lead Of 50 Meter; Providing And Fixing Of All Fitting Duty Approved In Accordance With Iso / Dtr 9080 As Per Specification For Portable Water Including Approved Make Of Ms / Pvc Clamp With Saddle Piece, Gunmetal Ferrule 4.0 Mm ( Isi Make ) , Valve ( Is: 778 ) And Specials With Mdpe Pipe Pe 80 Pn 12.5 As Per Iso 4424 Below Ground Level And P&F Gi Pipe 15 Mm Dia Class B ( Isi Mark ) Above Ground Level In The Premises For Fixing Tap ( Max. Length2.0 Mtr. ) , P&F A 15 Mm Bib Cork With Foam Flow Chrome Plated With Complete Brass Body Including Brass Handle Having Good Quality With Wt 300 To 325 Gm, Including Accessories With Flushing , Cleaning, Disinfecting And Testing Of Pipeline Complete Required For Making Of Service Connection Complete In All Respect Including Labour Charges. In Addition To The Ferrule, An Orrifice Of 4.0Mm Dia Should Also Be Provided In The Service Line At The Entry Pointy Of ConsumerS Property In Such A Way That It Should Be Accessible For Inspection To Vwsc, Phed And Any Other Authority Which Woyld Like To Inspect As And When Required. The Service Line Should Be Laid Atleast 45 Cm Below Ground Level, Except In Case Of Concrete / Bituminous Raods Where Minimum Depth Shall Be 20Cm. For Details Specifications Of Mdpe Pipes Please Refer Technical Specifications Of Bid Document. General Specifications Of Mdpe Pipes Shall Be As Under: The Raw Material Shall Be Virging Pe 80 Blue Compound And Comply With The Requirement Of Iso / Directive Of Testing Material : 9080 With Minimum Required Strength Of 8 Kg / Sq.Cm. ; The Raw Material Shall Be Food Grade Quality ; Ressure Rating Shall Be 12.5 Bar ; The Pipes Shall Bear Iso Marking 86 Removing& Re-Fixing Of Precast Concrete Interlocking Blocks By Manual, Stacking Of Serviciable & Non Serviceable Material Separately. Disposal Of Dismantled Material Lead Up To 50 Mtr. The C.C. Interlocking Paving Blocks Be Laid On Average 25 Mm Thick Bed Of Coarse Sand And The Joints To Be Filled With Fine Sand. Laying Procedure On Compacted Sub Base As Defined. Complete Job Is To Be Executed As Per The Directions Of Engineer In Charge. The Rates To Be Inclusive Of Fixing Of Minimum 70 Percent Reusable Precast Concrete Interlockingblock And Cost Of Required New Precast Concrete Interlocking Block Against Damaged, Including Alllead And Lift As Per Technical Specifications. ( Interlocking Blockmanufactured By Fully Computerized Automatic Stationery Hydraulic Vibro Pressed Machine & Full Computerized Automatic Batching Plant Of Class A-1 As Per Bs:6717-2001. Tensile Splitting Strength And Breaking Load As Per Bs: 6717-2001Colour: Grey Cement Natural Colour. Variation In Dimension : Less Than 1.6 Mm Variation In Thickness: Less Than 3.2 Mm ) 80 Mm Thick 87 Add Extra Over Item No 1.21 & 1.22 For Providing20 Mm Pe80 Pn 16 As Per Iso 4427 Mdpe Pipe Including Excavation, Providing, Laying & Jointing Of Service Line Above 5.00 Mtr. 88 Supply Laying And Pushing Of Ms Casing Pipe Of Specified Thickness Approved By Concerned Department Authority By Trenchless Method Adopting Any Suitable Technology Below Ground At Required Depth Under Running Traffic Condition As Per Highway / Railway Standard Including Carrying Out Survey Work At The Job Site For Determining Underground Cable Trenches Like Telephone, Cable, Water & Sanitary Lines And Resistivity Test For Finding The Soil Strata Using Necessary Equipments For Completion Of Works, Mobilizing Of Machineries And Specialized Crew At The Job Site Complete In All Respect, Including Excavation Of Driven Pit And Exit Pit ( Up To 3 Meter Depth ) With Proper Protection At These Sites With Shoring Sheets And Ismb. Providing Ms Cutting Edges For Front Shield And Constructing Thrust Bed At Designated Level. Necessary Dewatering And Providing Concrete Foundation At The Base Of The Driven Pit, Pvc / Rubber Saddle As Per The Requirement Of Highway / Railway Authority, Crane For Handing Of Pipe And Any Other Machinery, Tools, And Tackles Required, Construction Of Temporary Works As Per Design, Drawing And Method As Per Approved Byauthority Specification And The Direction Of The Engineer.Apply Corrosion, Resistant, Protection On Inside And Outside Of Casing Pipeas Per Technical Specification. 89 300 Mm Dia 8 Mm Thick Casing Pipe With Protective Coating. 90 Part B : Pump House & Cwr 91 Fabrication, Supply Of Flanged / Plain Ended Ms Pipe Made From Ms Sheet Strips Of Relevant Is Specification Of Approved Thickness By Welding, Lowering, Laying, Aligning, Fixing In Position At All Level / Depths In Trenches Complete Excluding Flanged Jointing Wherever ( Required ) Including All Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer. 92 Ms Pipe Upto 600 Mm Dia ( With Minimum 5Mm Thickness Sheet 93 Ms Pipe Above 600Mm Dia ( With Minimum 6.3Mm Thickness Sheet ) 94 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6 95 100 Mm Dia 96 125 Mm Dia 97 150Mm Dia 98 200 Mm Dia 99 250 Mm Dia 100 300 Mm Dia 101 450 Mm Dia 102 500 Mm Dia 103 600 Mm Dia 104 700 Mm Dia 105 900 Mm Dia 106 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing Ci Dismantling Joint ( Suitable For Sluice Valves Etc. ) As Per Is Specifications Complete Of The Following Sizes Including All Jointing Material, Cost Of All Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer. 107 100 Mm Dia 108 125 Mm Dia 109 150 Mm Dia 110 200 Mm Dia 111 250 Mm Dia 112 300 Mm Dia 113 450 Mm Dia 114 500 Mm Dia 115 600 Mm Dia 116 900 Mm Dia 117 1000 Mm Dia 118 Cosntruction Of Valve Chamber For Sluice And Butterfly Valves As Per Approved Drawing And Specifications To The Satisfaction Of Engineer-In-Charge 119 Valve Chamber ( 80 Mm To 100 Mm Dia ) 120 Valve Chamber ( 500 To 600 Mm ) 121 Providing, Lowering, Aligning, Fixing In Position In Pipe Line, Di D / F Resilient Seated ( Soft Seated ) Short Body Pattern Type Double Eccentric Butterfly Valves Of Approved Make Of Following Class & Dia Complete Confirming To Bs En 593 / Bs 5155 / Is 13095 / 1991 Amendedup To Date And Of Following Specifications: Body, Disc And End Cover Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Face To Face Dimensions As Per Din 3202 F4 / Is 13095Drilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Both Body And Disc Inside And Outside. Disc Seal Ring Of Epdm / Neoprene ( Food Grade Quality ) And Disc Seal Retaining Ring Of Ss / Cs. Shaft Of Ss- Aisi- 304 / 316 & Shaft Bearings-Bronze / Ptet Or Teflon With Epdm / Nbr O Ring Seal, Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic Including Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipeline As Per Technical Specification & As Per Direction Of Engineer-In-Charge.Class Pn 1.6, Motorised Operatednote: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 122 100 Mm Dia 123 150 Mm Dia 124 250 Mm Dia 125 450 Mm Dia 126 500 Mm Dia 127 600 Mm Dia 128 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing In Pipe Line, Di Dual Plate Check Valves Of Pn 1.6 Rating Of Following Dia ( Including Jointing And Jointing Material ) , Including All Material, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer. 129 100 Mm Dia 130 125 Mm Dia 131 150 Mm Dia 132 250 Mm Dia 133 450 Mm Dia 134 500 Mm Dia 135 Providing, Lowering, Laying, Aligning, Fixing In Position And Jointing In Pipe Line, Di Dual Plate Check Valves Of Pn 1.0 Rating Of Following Dia ( Including Jointing And Jointing Material ) , Including All Material, Labour, Testing And Commissioning As Per Technical Specificationsand As Per Direction Of Engineer. 136 600 Mm Dia 137 Providing And Fixingat Site With Necessary Packing, Horizontal Centrifugal Split Casting Pumps With 4 Poleinduction Motor As Per Is 12615: 2011 Or Amended Up To Date , Ci Casing And Casing Ring, Ss 316 Impeller, Ss 410 Shaft And Shaft Sleeve, Coupling Guard, Common Base Plate, Foundation Bolts, Cement Concrete Foundation Etc. Complete With All Respect As Per The Specification And Scope Of Work And Direction Of Engineer In Charge Of Following Range Of Duty Conditions.Note: Duty Condition Of Required Pump Shall Also Be Mentioned In Boq 138 295.08 Lps, 59 M Head 139 295.08 Lps, 80 M Head 140 274.12 Lps, 61 M Head 141 Providing And Fixingat Site With Necessary Packing, Horizontal Centrifugal Split Casting Pumps With 4 Poleinduction Motor As Per Is 12615: 2011 Or Amended Up To Date , Ci Casing And Casing Ring, Ss 316 Impeller, Ss 410 Shaft And Shaft Sleeve, Coupling Guard, Common Base Plate, Foundation Bolts, Cement Concrete Foundation Etc. Complete With All Respect As Per The Specification And Scope Of Work And Direction Of Engineer In Charge Of Following Range Of Duty Conditions.Note: Duty Condition Of Required Pump Shall Also Be Mentioned In Boq. 142 25.79 Lps, 70 M Head 143 26.83 Lps, 75 M Head 144 15.14 Lps, 79 M Head 145 Providing, Installation, Testing And Commissioning Of Centrifugal Monoblock Pump Set Conforming To Is 9079 Operating At Sync. Speed 2900 Rpm With Requisite Moc Impeller, Priming Funnel, Cock, Suitable Flanges At Suction And Delivery Side. Pump Shall Have Common Shaft For Pump And Motor. Motor Shall Be Suitable For Working On 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor Shall Be Tefc Type And Pump Set Shall Be Suitable For Working At Various Discharge And Head Requirements As Per Scope Of Work. Pump Shall Be Erected Onc.C. Foundation / Cross Channels / Rsj Frame Block With Suitable Foundation Bolts Grouted In C.C. Foundation Block Etc. Complete In All Respect As Perspecification, Scope Of Work And Direction Of Engineer In Charge Of Following Power Rating, Suitable For Prescribed Duty Conditions Mentioned In Td. 146 19.31 Lps, 41M Head 147 20.62 Lps, 54 M Head 148 9.93 Lps, 78 M Head 149 26.15 Lps, 44 M Head 150 18.46 Lps, 62 M Head 151 9.39 Lps, 73 M Head 152 Supplying, Erecting, Testing & Commissioning Of Electrically Operated Travelling Crane ( Eot ) .Main Girder & End Carriage Fabricated From Rollled Steel Section, Gear Box For All Motion, Electro Magnetic Friction Disc Type Brakes, All Safety Limit Switches, Lt Wheels En 9, Double Flanged 4No, With Sq. Cage Motor Of Adequate Rating ( Kw ) , Duly Painted Mechanical Cleaning And One Coat Of Primer And Two Coat Of Synthetic Paint And As Per The Direction Of The Engineer. 153 Span 7 M 6 Mtr. Lift 154 Providing, Lowering, Aligning, Fixing In Position In Pipe Line, Ci D / F Sluice Valves Of Approved Make Of Following Pressure Rating & Dia Complete, Confirming To Is:14846 ( Amended Up To Date ) And Of Following Specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand Wheel Of Grey Cast Iron Of Is:210 / Fg200 Stem - Ss 304 , Body Seat Ring, Wedge Facing Ring & Bushes - Ltb2 / Ss , Face To Face Dimensions As Per Is 14846 / 2000 ( Amended Up To Date ) , All Exposed Machined Ferrous Surfaces Shall Be Painted With One Coat Of Aluminium Red Oxide Primer Conforming To Is:5660 And Two Coats Of Black Japan Paint Conforming Totype B Of Is 341Or Paint Conforming To Is9862 Or Is2932 ( Non-Toxicsuitable For Drinking Water ) Applied Inside And Outside, Flanges Drilled As Per Is 1538.Nut-Bolt Confirming To Is:1363 And Is: 1367 / Cs / Galvanised Steel.Insersion Rubber Of Black Epdm 6Mm Thick . Suitable Support Structure As Per Directions Of Eic. Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-Incharge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work.Manually Operated Ci Sluice Valve Of Class Pn-1.0 155 100 Mm Dia 156 600 Mm Dia 157 Providing And Fixing Double Flanged Isi Marked Di Class K-9 Pipes As Per Is:8329-2000 ( Amended Up To Date ) , As Vertical Pipes For Rcc Reservoirs Including Specials Required Such As Duck Foot Bend, Bend, Tee Etc. Providing Clamps At Every 3 Mtr, Jointing Materials Such As Nuts, Bolt, Rubber Packing, Hydraulic Testing Etc. Complete In All Respect Up To And From Valve Chamber As Per Direction Of Eic, Technical Specification And Scope Of Work. 158 100 Mm Dia 159 600 Mm Dia 160 700 Mm Dia 161 Design & Construction Of Clear Water Reservoirs Of Required Capacity At Following Places, Including Its Piping, Fittings, Etc Complete In All Respect As Per The Scope Of Work & Specifications Given In The Tender Document At The Following Places & Sizes . 162 Tps / Cps Bhaleri 163 Design, Manufacturing And Supply Of Batch Type Electro Chlorinator Of Capacity As Per Requirement Of Site 164 Part : C Repair Works 165 Repair Of Valves From Karamsana To Bhaleri 166 Providing, Lowering, Aligning, Fixing In Position And Jointing In Pipe Line, Di Body Flanged End Tamper Proofkinetic Air Valve Of Approved Makes Of Following Pressure Rating And Dia And As Per Following Specifications: Governing Standard - Awwa C512 / Is:14845:2000 ( Amended Up To Date ) Body, High Pressure Cover , Low Pressure Cover, Cowl Andjoint Support Ring - Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865, Float- Lp Ball & Hp Ball : Aisi 304 Stainless Steel, Seat Ring & Gasket - Epdm / Nbr , Hp Orifice & Hp Orifice Plug : Bronze / Ss , Bush: Bronze , Flanges As Per Is / Bs, Drilled As Per Is:1538. Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bonded Epoxy ( Non-Toxic & Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Micron Applied On Body & Coverinside And Outside .Fasteners - Cs / Galvanised Steel, Outlet Of Big Orifice Will Have A Screen To Prevent Tamper Of Float, With Di Metal Seated D / F Non Rising Stem. Sluice Valves As Per ( Is: 14846 Amendedupto Date ) Pn 1.6 Ratings. Valves Including All Material, Labour, Testing And Commissioning As Per Technical Specifications And As Per Direction Of Engineer In Charge. Note: Rates Are Exclusive Of Connecting Tee, Pipe Piece And Earth Work. ( Class Pn 1.6 ) 167 150 Mm Dia 168 200 Mm Dia 169 Providing, Lowering, Aligning, Fixing In Position In Pipe Line At Work Site, Di D / F Resilient Seated ( Soft Seated ) Sluice Valves ( Gate Valves ) , Vacuum Tight ( Bubble Tight ) , Straight And Pocket Less Body Passage Of Approved Make Of Following Class & Dia Complete Confirming To Bs-En-1171 / Awwa C-509 And Of Following Specifications: Body & Bonnet Of Ductile Cast Iron Of Grade Ggg40 / Ggg50 As Per Din 1693 Or Gr Sg-400 / 12 As Per Is 1865 Or Equivalent Grade As Per Is :3896-Part2-1985 And Subsequent Revisions, Wedge Of Same Material As Body & Shall Vulcanisedrubber Lined With Epdm ( Food Grade Quality ) And Seals Of Nbr Face To Face Dimensions As Per Bs 5163-89 / Is 14846 / 2000 ( Amended Up To Date ) / Din 3202 F4, Stem / Spindle Of Ss ( Aisi 316 Or Equivalent ) Electrostatic Epoxy Powder ( Ep-P ) / Fusion Bond Epoxy ( Non-Toxic- Suitable For Drinking Water ) Coated With Minimum Thickness Of 250 Microns Inside And Outside, Drilled As Per Is 1538. Nut-Bolt Confirming To Is:1363 And Is: 1367 ( Galvanised Steel ) Insersion Rubber Of Black Epdm 6Mm Thick. Suitablesupport Structure As Per Directions Of Eic, Sluice Valves Including All Jointing & Jointing Material, Labour, Testing And Commissioning Along With Pipe Line As Per Technical Specifications And As Per Direction Of Engineer-In-Charge. Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 170 Manually Operated Resilient Seated Sluice Valves Of Class Pn 1.0 / 1.6Sectional Valves 171 150 Mm Dia 172 200 Mm Dia 173 900 Mm Dia With Gear 174 Providing, Lowering, Aligning, Fixing In Position And Jointing Ms Dismantling Joint Fabricated Steel ( Suitable For Sluice Valves Etc. ) As Per Is Specificationscompleteofthefollowingsizesincludingall Jointing Material, Costofalllabour, Testingandcommissioningand As Per Technical Specifications And Direction Of Engineer In-Charge. Class Pn 1.0 / 1.6 175 900 Mm Dia 176 Construction Of Valve Chamber As Per Approved Drawing And Specification Of Engineer In Charge 177 Type G Size Up To 800Mm To 900 Mm 178 Major Repair Of Pmc Office Building, Residential Buildings At Pmc Campus, All Work Civil, Electric, Water Supply, Road, Drainage Cleaning, Horticulture, Etc. Complete 179 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 180 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 181 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 182 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 183 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 184 Repair To Brick Masonary In Cement Sand Mortar With Taking Out Of Deceayed From Wall And Replaceing With New Briks.Cement Sand Mortar 1:6. With New Brick. 185 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 186 Repair To Stone Masonary In Cement Sand Mortar 1:6 With Old And New Stone. 187 Cutting Jhiri Above 75Mmx75mm And Below 150X150 Mm Etc. And Making Good. 188 Scraping Old Surface And Redoing Lime Loi Or Sandla. 189 Renewing Glass Panes, With Puty And Nails Wherever Necessary: 190 5.5 Mm Thick Plain Glass Panes. 191 Renewing Glass Panes With Wooden Fillets Wherever Necessary: 192 5.5 Mm Thick Plain Glass Panes. 193 Providing And Fixing 16 Mm M.S. Fan Clamps Of Standard Shape And Size In R.C.C. Slab / Stone Slab Roofing Including Cutting Chase And Making Good And Painting Exposed Portion Of The Clamps Complete: 194 In Existing Roof. 195 Guniting Damaged R.C.C. Slab, Beams And Columns For Strengthening With Cement Sand Mortar 1:2 ( 1-Cement:2-Sand ) Including Preparing The Surface, Making V Shaped Joints, Cleaning The Reinforcement Bars With Jet Of Potable Water And Drying With Compressed Air, Including Cost Of Centering And Shuttering And Finishing To Match The Existing Surface Etc. Complete, Including Provided M.S. Welded Mesh To Gauge 25 Mm X 25 Mm Framing With Average Thickness Of 25 Mm. 196 Chopping Loose And Cracked Concrete To Required Depth, Cleaning The Exposed Surface Of Steel And Concrete With Wire Brush And Sand Blasting, Clening With A Jet Of Water / Air As Necessary And Getting It Dried With Compressed Air Including All Scaffolding: 197 Depth 50 Mm To 75 Mm. 198 Depth 75 Mm To 100 Mm. 199 Repairofdoor, Windowshuttersincludingcostofmaterialandlabourforchangeofdamaged : 200 Style / Rail Of Teak Wood 30Mm Thick / Aluminium Section 201 4Wide 202 6 Wide 203 Panel By 204 Shuttering Ply - 9Mm Thick ( Commercial ) 205 Wire Gauge 14 Mesh X 24 Gauge 206 Plain Glass Panes 4Mm Thick 207 Aldrop Of Mild Steel 208 12 Long X12mm Dia 209 8 Long X 10Mm Dia 210 Stopper Of Aluminium With 211 Single Rubber Gutka 212 Double Rubber Gutka 213 Door Springs Of Mild Steel 214 Steel Hinges 215 For Wooden Chowkhat 3 Size. 216 For Wooden Chowkhat 4 Size 217 For Stone Chowkhat , 4Size 218 Mild Steel Tower Bolt 6 Long 219 Steel Locking Bolt 220 Steel Handle 6 Size 221 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 222 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 223 M10 Grade Nominal Mix 1: 3: 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stoneaggregate 20Mm Nominal Size ) . 224 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggre -Gate 20 Mm Nominal Size ) Over 75Mm Bed Of Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishing The Top Smooth. 225 Providing And Laying In Position Specified Grade Ofcement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Making Good The Joints And Cost Of Plastizers ( If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcementfor Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. M20 Grade Nominal Mix / Design Mix 226 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Propsand Removal Of Formwork For Upto Floor Five Level For : 227 Suspended Floors, Roofs, Landings, Staircases, Balconies, Girders, Cantilevers, Bands , Coping, Bed Plates, Anchor Blocks, Sills, Chhajjas Lintel, Beam Etc. 228 Providing And Fabricating Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding ( Including Cost Of Binding Wire ) All Complete Up To Floor Five Level. 229 Hot Rolled Deformed Bars ( Is : 1139 ) . 230 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 231 20 Mm Thick. 232 Providing And Fixing Expanded Metal Mesh Of Size 20X60 Mm And Strands 3.5 Mm Vide 1.6 Mm Thick Weighing 3.64 Kg. Per Sqm. For Encasing Ofrolledsteel Sections In Beams, Columns And Grillages Excluding Cost Of Hangers. 233 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 234 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 235 Half Brick Masonry In Superstructure , Above Plinth Level Upto Floor Fivelevelusing F.P.S. Bricks Of Designation 75 236 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 237 Brick Work In Partition In Super Structure Upto Five Storey 7Cm. Thick ( Brick On Edges ) Using F.P.S. Bricksof Class Designation 75 In : 238 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 239 Supplying And Fixing Machine Cut And Polished Stone Shelves, Tands And Sills In Cm 1:3 With Machine Cut Edges: 240 Sand Or Other Approved Stone 25 Mm Thick. 241 Sand Or Other Approved Stone 35 Mm Thick. 242 Sand Or Other Approved Stone 50 Mm Thick. 243 Kota Stone 25 To 30 Mm Thick. 244 Providing And Fixing Granite Stone Slab Mirror Polished And Machine Edge Cut In Walls, Pillars, Steps, Shelves, Sills, Counters. Floors Etc. Laid On 12Mm ( Av. ) Thick Base Of Cement Mortar 1:3 Jointing With White Cement Mortar 1:2 ( 1 White Cement: 2 Marble Dust ) With Pigment To Match The Shade Of The Marble Slab Complete Including Grinding, Rubbing And Polishing Of: 245 Jhunjhunu / Jalore ( Red / Choclate Colour ) 246 Above 3601 Cm2 Slabs 247 Providing And Laying Vitrified Floor Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption’S Less Than 0.08% And Conforming To Is : 15622 Of Approved Make In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. 248 Size Of Tile 60X60 Cm 249 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is : 15622 ( Thickness To Be Specified By The Manufacture ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer In Charge In Skiriting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3 Kg Per Sqm Including Pointing In White Mixed With Pigment Of Matching Shade Complete. 250 Category - I : Kajariya, Jhonson, Orient, Somani Make Etc. 251 Providing & Fixing In Cement Sand Mortar 1:4 Single Paitam ( Rebated ) Stone Doors Windows And Ventilator Frames Of Approved Quarry : 252 Size 100X75mm. 253 Size 125X100mm. 254 Providing And Fixing In Cm 1:4 Double Paitam ( Rebated ) Stone Door Window And Ventilator Frames Of Approved Quarry : 255 Size 125 X 100Mm. 256 Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal, Dehydreresin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure ‘A’ 257 30 Mm Thick Shutter 258 Commercial Veneer Both Side 259 Decorative Teakveneer One Side 260 Providing And Fixing Fully Paneled Double Leaf Shutter For Doors As Per Approved Design And Drawing With Approved Ordinary C.P. / Oxidized Steel Fittings As Per Annexure – A’ And Width Of Styles & Top Rails Of 100Mm And Lock Rails Width Of 150Mm And Bottom Rails Of 200Mm Width Including Teak Wood Beading Of Size 19Mmx12mm On Both Faces Complete : 261 30 Mm Thick Ghana Teak Wood Grade - I 262 Wire Gauge 24 Gauge 14 Mesh Of Is Designation 85 Gauge Wires Of Dia 0.56 Mm Panels 263 Demolishing Cement Concrete Including Disposal Of Material Within 50 Meter Lead : 264 1:3:6 Or Richer Mix. 265 Demolishing Of R.C.C. Work Including Stacking Of Steel Bars And Disposal Of Unserviceab Le Material Within 50 Meters Lead. 266 Demolishingbrickwork Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead. 267 In Cement Mortar. 268 Structural Steel Work In Single Section Fixed With Or Without Connecting Plate Including Cutting, Hoisting ( Height Upto 10 M ) , Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 269 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded With 15X3 Mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer. 270 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 271 Providing & Fixing Ms Sheet Single Leaf Door Shutters In Angle Iron Frame 35X35x5 Mm Suitablly Diagonally Braced With 25X3mm Flat Ironabove And Below Lock Rail Of Size 50X5 Mm Beading Extra Includingall Fittings, As Per Direction Of Engg. Incharge But Excluding Coes Of Chokhats Including Two Coats Of Anti Corrastie Red Oxide Primer Panit. 272 Ms Sheet 18 Swg 273 Providing & Fixing Steel Glazed Doors, Windows And Ventilators With Shutters Of Standred Rolled Steel Section Joint Mitred And Welded With Steel 13X3mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required, Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Copper Glazing Clips And Special Metal-Sash Putty Of Approved Make, Or Metal Beading With Screws Complete Including Priming Coat Of Approved Steel Primer, Excluding The Cost Of Metal Beading And Other Fittings Except Necessary Hinges Of Pivots Steel Handles And Peg Stay Etc. As Required. 274 Patially Fixed And Partially Openable Fixed Area Not Exceed 33% 275 Supplying And Fixing Fixed Wire Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3mm With Suitable Screw At Not Exceeding 150 Mm Distance. 276 14 Mesh X 24 Gauge 277 Providing And Fixing 20 Mm Thick Precast Terrazo Tiles Of Approved Make, With Marble Chips Of Size Upto 6Mm Laid Over Roof With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Cutting , Grinding Rubbing With Machinecomplete On 20 Mm Thick Bed Of Cement Sand Mortar 1 : 4. 278 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 279 Distempering With Dry Distemper Of Approved Brand And Shade ( Two Or More Coats ) And Of Required Shade On New Work, Over And Including, Priming Coat Of Whiting To Give An Even Shade Including All Scaffolding. 280 Providing & Fixing 12 Mm Thick Tegular Edge Glass Fibre Reinforced Gypsum False Ceiling Tiles Of Size 595 X 595 Mm In True Horizontal Level Suspended On Inter Locking Metal Grid Of Hot Dipped Galvanised Steel Sections ( Galvanized @ 170 Gsm / Sqm. ) Consisting Of Main “T” Runner With Suitably Spaced Joints To Get Required Length And Of Size 24X38mm Made From 0.30Mm Thick ( Minimum ) Sheet Spaced At 1200Mm Center To Center And Cross “T” Of Size 24X25mm Made Of 0.30Mm Thick ( Minimum ) Sheet, 1200Mm Long Spaced Between Main “T” At 600Mm Center To Center To Form A Grid Of 1200X600 Mm And Secondary Cross “T” Of Length 600Mm And Size 24X25mm Made Of 0.30 Mm Thick ( Minimum ) Sheet To Be Interlocked At Middle Of The 1200X600mm Panel To Form Grids Of 600X600mm And Wall Angle Of Size 21X21x0.30 Mm And Laying False Ceiling Tiles Of Approved Texture In The Grid Including, Wherever, Required, Cutting / Making, Opening For Services Like Diffusers, Grills, Light Fittings, Fixtures, Smoke Detectors Etc. Main “T” Runners To Be Suspended From Ceiling Using Gi Slotted Cleats Fixed To Ceiling With 6 Mm Dia And 50Mm Long Dash Fasteners, 4Mm Gi Adjustable Rods With Galvanised Level Clips Spaced At 1200Mm Center To Center Along Main T, Bottom Exposed Width Of 24Mm Of All T-Sections Shall Be Pre-Painted With Polyester Paint, All Complete At All Heights As Per Specifications Drawings And As Directed By Engineer-In-Charge. 281 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 282 New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) . 283 Old Work ( One Or More Coats ) . 284 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 285 Two Or More Coats On New Work. 286 One Or More Coats On Old Work. 287 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm ( Average ) Thickbase Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completewith Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) 288 For Area Of Each Slab Up To 900 Sq. Cm 289 For Area Of Each Slab Up To 901 To 2000Sq. Cm 25 Mm Thick Slab. 290 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 291 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 292 Add 10 % For Water Supply And Sainatry Works 293 Add 10 % For Electric Works 294 Horticulture 295 Cutting Of Trees, Including Cutting Of Trunks, Branches And Removal Of Stumps, Roots, Stacking Of Serviceable Material With All Lifts And Up To A Lead Of 1000 Mtrs And Earth Filling In The Depression / Pit To Required Compaction As Per Mort&H Specification Clause 201. ( Measurment Of Girth To Be Done At Height Of 1 M Above Ground Level ) 296 Girth From 300 Mm To 600 Mm 297 Clearing Grass And Removal Of Rubbish ( Maximum 150Mm ) By Manual Means And Disposal At A Lead Of 50 Metres As Per Mort&H Specification Clause 201. 298 Supply Of Dry Manure Including Loading Unloading, Transportation & Stacking At Site. 299 From Yard Manure ( Organic ) 300 Compost 301 Goat Dungmanure 302 Supply & Stacking Good Earth At Site Complete Including Loading Unloading & Transporation Etc. 303 Supply Of Insecticides & Pesticides At Store In Dust / Liquid Form Complete 304 Methly Prathion 2% 305 Supply Of Different Varities Of Tree / Shrubs / Climbers According To Height And Age Of The Plant At Site Including Loading / Unloading & Transportation Etc. Complete: 306 Different Flowing Plants 900 Mm To 1500 Mm 307 Different Varrities Of Shrubs 600 Mm To 900 Mm 308 Different Varrities Of Climbers 900 Mm To 1500 Mm 309 Laying Of Lawns Including Ploughing Levelling Breaking Of Clods Manuring & Removal Of Stones Etc. ( Cost Of Manure Of Extra Good Earth To Be Paid Seperatley ) Maintenance Of Lawns For 30 Days Of More Till The Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing In The Duration Of Planting If Lawn Die Some Where The Contractor Will Replant It At His Own Cost. 310 In Rows 7.5 Cms. Apart In Either Direction 311 Renovating Lawns Including Weeding Cheeling The Grass Forking The Ground Top Dressing With Manure. Mixing The Same With Forked Soil Watering Maintaing The Lawns For 30 Days Or More Till Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing & Disposal Of Rubbish As Directed. 312 Road And Drainage Work 313 Providing, Laying, Spreading And Compacting Of Granular Sub-Base By Providing Close Graded Material ( Table 400-1 ) , Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Mort&H Specification Clause - 401 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 314 Grading - Ii Material 315 Providing Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes As Per Table 400-7 To Water Bound Macadam Specification Including Spreading In Uniform Thickness; Hand Packing, Rolling With Power Roller 8-10 Tonnes, In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening ( Table 400-8 ) Binding Materials To Fill Up The Interstices Of Coarse Aggregates, Watering ( With Water Browser ) And Compacting To Required Density, Making Necessary Earthen Bund To Protect Edges As Per Clause 404 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion Complete 316 Crusher Broken -Grade-Ii ( 63-45Mm ) 317 Providing And Applying Primer Coat Over Prepared Surface Of Granular Base With Bitumen Emulsion As Per Is : 8887 And Approved Quality @ 0.6 Kg / Sqm With The Help Of Spray Set Fitted On Bitumen Container ( Boiler ) After Cleaning The Surface Including Removing Of Binding Material And Other Foreign Matter With Wire Brushes And Small Picks, Sweeping With Brooms Or Soft Brushes And Finally Dusting With Old Gunny Bags And Compressed Air To Receive Bituminous Treatment Complete As Per Clause 502 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 318 Providing And Laying Open Graded Premix Carpet 20Mm Thick ( Compacted ) , On Prepared Surface In A Single Course As Wearing Course, Composed Of Specified Graded Crushed Stone Aggregate As Per Table 500-23, Premixed With Bituminous Binder @ 14.60 Kg / 10Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) , Including Loading Of Material With F.E. Loader, Hot Mixing Of Stone Aggregate And Bitumen In Computerised Hot Mix Plant, Transporting The Mixed Material By Tippers To Paver And Laying With Paver Finisher Fitted With Electronic Sensor Control To The Required Level And Grade, Compacting Smooth Wheeled Roller 8-10 Tonne Capacity And Finishing To Required Level To Achieve The Desired Density As Per Clause 511 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion But Excluding Cost Of Tack Coat / Seal Coat. 319 With Bitumen Vg-Grade 30 320 Providing And Applying Premixed Seal Coat Type B Comprising Of Thin Application Of Fine Aggregate 0.06 Cum / 10 Sqm Premix With Bitumen Binder @ 6.8 Kg / 10 Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) Laying With Paver Finisher With Electronic Sensor Control And Rolling With Power Roller 8-10 Tonne Complete As Per Clause 513 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 321 With Bitumen Vg-Grade 30 322 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 323 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 324 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 325 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 326 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 327 Providing And Laying Reinforced Cement Concrete Pipe Np4 / Prestrssed Concrete Pipe For Culverts Including Jointing Ends And Fixing Collar With Cement Mortar 1:2 Complete As Per Clause 1000 & 2900 Of Mort&H Specification Including All Material, Labour Form Work, Machinery. 328 200 Mm Internal Diameter 329 Providing And Fixing Of Reinforced Ferro-Cement Drain Covers Designed For A Class Loading Duly Marked On Cover With Adequate Steel Reinforcement Having Thickness 75Mm To 150Mm Anti Corrosive Bitumen Painted M.S. Plate , Rim And M.S. Lifting Hooks, Admixtures Like Plasticizer, Bond Improving Compound, Shrinkage, Resistance Compound, Abrasion Resistant Complete As Per Approved Design Etc 330 Standard Size 600X800mm ( 75Mm Thick ) For Span 300 To 450Mm 331 Providing And Laying Lean Cement Concrete 1:4:8 In Sub- Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, Aggregate Cement Ratio Not To Exceed 15:1, Aggregate Gradation After Blending To Be As Per Table 600-1, Cement Content Not To Be Less Than 150 Kg / Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Batching Plant, Transported To Site, Laid With A Paver With Electronic Sensor, Compacting With 8-10 Tonnes Vibratory Roller, Finishing And Curing Complete As Per Clause 601, 112 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion 332 Providing And Laying Un-Reinforced, Plain Cement Concrete Mix With Concrete Mixer & Vibrator Pavement Over A Prepared Sub Base With 43 Grade Cement , Coarse And Fine Aggregate Conforming To Is: 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed As Per Approved Mix Design, Laid, Spread, Compacted And Finished In A Continuous Operation Including Provision Of Contraction, Expansion, Construction And Longitudinal Joints Etc Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 333 Pcc M-30 334 Campus Lighting 335 Supply And Erection Of Octagonal Pole Of Following Length And Dimension As Per Table-3 With Base Plate On The Cement Concrete Foundation Of M-15 / M-20 Grade ( 1:1.5:3 ) With The Help Of Anchor Bolts Of Grade 6.8 ( Is 1367 P Iii ) . The Pole Shall Be Made Of S-355Jo Grade Steel Sheet , Folded Lengthwise To Obtained Octagonal Shape, Having Single Longitudinal Seam Weld And Hot Dipped Galvanised Internally & Externally In Accordance With Is 2629. The Pole Shall Have A Weatherproof Flush Door And Locking Arrangements. The Complete Work Shall Be Supervised And Certified By The Manufacturers For Satisfactory Supply, Erection, Testing And Commissioning. 336 7 Mtr 337 Supply, Erection And Fixing Of Hot Dipped Galvanised Overhang ( 60 X 3.25 Mm ) With Cap ( 250 X 137.9 X 4.05 Mm ) Over The Existing Poles 338 Single Arm Overhang 339 P & F Of Ip 65 / 67 Protected Led Flood Light System With Aluminium Housing, 3 X 1W, 220V, 50Hz Led Lamps With Dynamic Color Changing Capability Available In Quick Connecting Cable Coupled With Various Mounting Accessories. Ability To Create 16.7 Million Uniform, Smooth And Brilliant Colors Without Revealing Any Lamp Image. Available In 5 Colors – Amber, Green, Blue, Red And White. 340 Providing & Laying Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Makein Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Underlayer Ofsand, Second Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size 341 10.0 Sq.Mm2 Cor 342 Add 5% Over Head 343 Repair Of Pump House Building At Churu, Bhaleri Like Repair Of Plaster, Floor, Roof, Doors, Windows, Colour Washing, Painting Etc. 344 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 345 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 346 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 347 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 348 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 349 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 350 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 351 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 352 Scraping Old Surface And Redoing Lime Loi Or Sandla. 353 Patch Repair To Cement Concrete Floor Including Digging Out Old Floor In Regular Shape And Removal Of Rubbish Curing Etc. Complete In All Respects. 354 Renewing Glass Panes, With Puty And Nails Wherever Necessary: 355 5.5 Mm Thick Plain Glass Panes. 356 Providing And Fixing 16 Mm M.S. Fan Clamps Of Standard Shape And Size In R.C.C. Slab / Stone Slab Roofing Including Cutting Chase And Making Good And Painting Exposed Portion Of The Clamps Complete: 357 In Existing Roof. 358 Chopping Loose And Cracked Concrete To Required Depth, Cleaning The Exposed Surface Of Steel And Concrete With Wire Brush And Sand Blasting, Clening With A Jet Of Water / Air As Necessary And Getting It Dried With Compressed Air Including All Scaffolding: 359 Depth 50 Mm To 75 Mm. 360 Depth 75 Mm To 100 Mm. 361 Repairofdoor, Windowshuttersincludingcostofmaterialandlabourforchangeofdamaged : 362 Style / Rail Of Teak Wood 30Mm Thick / Aluminium Section 363 4Wide 364 6 Wide 365 Panel By 366 Shuttering Ply - 9Mm Thick ( Commercial ) 367 Wire Gauge 14 Mesh X 24 Gauge 368 Plain Glass Panes 4Mm Thick 369 Aldrop Of Mild Steel 370 12 Long X12mm Dia 371 8 Long X 10Mm Dia 372 Stopper Of Aluminium With 373 Single Rubber Gutka 374 Double Rubber Gutka 375 Door Springs Of Mild Steel 376 Steel Hinges 377 For Wooden Chowkhat 3 Size. 378 For Wooden Chowkhat 4 Size 379 For Stone Chowkhat , 4Size 380 Mild Steel Tower Bolt 6 Long 381 Steel Locking Bolt 382 Steel Handle 6 Size 383 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 384 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 385 M10 Grade Nominal Mix 1: 3: 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stoneaggregate 20Mm Nominal Size ) . 386 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggre -Gate 20 Mm Nominal Size ) Over 75Mm Bed Of Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishing The Top Smooth. 387 Providing And Laying In Position Specified Grade Ofcement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Making Good The Joints And Cost Of Plastizers ( If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcementfor Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. M20 Grade Nominal Mix / Design Mix 388 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Propsand Removal Of Formwork For Upto Floor Five Level For : 389 Suspended Floors, Roofs, Landings, Staircases, Balconies, Girders, Cantilevers, Bands , Coping, Bed Plates, Anchor Blocks, Sills, Chhajjas Lintel, Beam Etc. 390 Providing And Fabricating Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding ( Including Cost Of Binding Wire ) All Complete Up To Floor Five Level. 391 Hot Rolled Deformed Bars ( Is : 1139 ) . 392 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 393 20 Mm Thick. 394 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 395 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 396 Half Brick Masonry In Superstructure , Above Plinth Level Upto Floor Fivelevelusing F.P.S. Bricks Of Designation 75 397 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 398 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is : 15622 ( Thickness To Be Specified By The Manufacture ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer In Charge In Skiriting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3 Kg Per Sqm Including Pointing In White Mixed With Pigment Of Matching Shade Complete. 399 Category - I : Kajariya, Jhonson, Orient, Somani Make Etc. 400 Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal, Dehydreresin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure ‘A’ 401 30 Mm Thick Shutter 402 Commercial Veneer Both Side 403 Providing And Fixing Fully Paneled Double Leaf Shutter For Doors As Per Approved Design And Drawing With Approved Ordinary C.P. / Oxidized Steel Fittings As Per Annexure – A’ And Width Of Styles & Top Rails Of 100Mm And Lock Rails Width Of 150Mm And Bottom Rails Of 200Mm Width Including Teak Wood Beading Of Size 19Mmx12mm On Both Faces Complete : 404 30 Mm Thick Ghana Teak Wood Grade - I 405 Wire Gauge 24 Gauge 14 Mesh Of Is Designation 85 Gauge Wires Of Dia 0.56 Mm Panels 406 Demolishing Cement Concrete Including Disposal Of Material Within 50 Meter Lead : 407 1:3:6 Or Richer Mix. 408 Demolishing Of R.C.C. Work Including Stacking Of Steel Bars And Disposal Of Unserviceab Le Material Within 50 Meters Lead. 409 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 410 Providing & Fixing Ms Sheet Single Leaf Door Shutters In Angle Iron Frame 35X35x5 Mm Suitablly Diagonally Braced With 25X3mm Flat Ironabove And Below Lock Rail Of Size 50X5 Mm Beading Extra Includingall Fittings, As Per Direction Of Engg. Incharge But Excluding Coes Of Chokhats Including Two Coats Of Anti Corrastie Red Oxide Primer Panit. 411 Ms Sheet 18 Swg 412 Providing & Fixing Steel Glazed Doors, Windows And Ventilators With Shutters Of Standred Rolled Steel Section Joint Mitred And Welded With Steel 13X3mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required, Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Copper Glazing Clips And Special Metal-Sash Putty Of Approved Make, Or Metal Beading With Screws Complete Including Priming Coat Of Approved Steel Primer, Excluding The Cost Of Metal Beading And Other Fittings Except Necessary Hinges Of Pivots Steel Handles And Peg Stay Etc. As Required. 413 Patially Fixed And Partially Openable Fixed Area Not Exceed 33% 414 Supplying And Fixing Fixed Wire Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3mm With Suitable Screw At Not Exceeding 150 Mm Distance. 415 14 Mesh X 24 Gauge 416 Providing And Fixing 20 Mm Thick Precast Terrazo Tiles Of Approved Make, With Marble Chips Of Size Upto 6Mm Laid Over Roof With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Cutting , Grinding Rubbing With Machinecomplete On 20 Mm Thick Bed Of Cement Sand Mortar 1 : 4. 417 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 418 Distempering With Dry Distemper Of Approved Brand And Shade ( Two Or More Coats ) And Of Required Shade On New Work, Over And Including, Priming Coat Of Whiting To Give An Even Shade Including All Scaffolding. 419 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 420 New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) . 421 Old Work ( One Or More Coats ) . 422 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 423 Two Or More Coats On New Work. 424 One Or More Coats On Old Work. 425 Cement Concrete Flooring 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate ) Finished With A Floating Coat Of Neat Cement Including Cement Slurry, Making Of Lines Or Groove Etc Complete But Excluding The Cost Of Nosing Of Steps Etc. Complete. 426 40 Mm Thick With 20 Mm Thick Nominal Size Aggregate. 427 75 Mm Thick With 20 Mm Thick Nominal Size Aggregate. 428 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm ( Average ) Thickbase Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completewith Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) 429 For Area Of Each Slab Up To 900 Sq. Cm 430 For Area Of Each Slab Up To 901 To 2000Sq. Cm 25 Mm Thick Slab. 431 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 432 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 433 Add 5 % For Water Supply And Sainatry Works 434 Add 10 % For Electric Works 435 Horticulture 436 Cutting Of Trees, Including Cutting Of Trunks, Branches And Removal Of Stumps, Roots, Stacking Of Serviceable Material With All Lifts And Up To A Lead Of 1000 Mtrs And Earth Filling In The Depression / Pit To Required Compaction As Per Mort&H Specification Clause 201. ( Measurment Of Girth To Be Done At Height Of 1 M Above Ground Level ) 437 Girth From 300 Mm To 600 Mm 438 Clearing Grass And Removal Of Rubbish ( Maximum 150Mm ) By Manual Means And Disposal At A Lead Of 50 Metres As Per Mort&H Specification Clause 201. 439 Supply Of Dry Manure Including Loading Unloading, Transportation & Stacking At Site. 440 From Yard Manure ( Organic ) 441 Compost 442 Goat Dungmanure 443 Supply & Stacking Good Earth At Site Complete Including Loading Unloading & Transporation Etc. 444 Supply Of Insecticides & Pesticides At Store In Dust / Liquid Form Complete 445 Methly Prathion 2% 446 Supply Of Different Varities Of Tree / Shrubs / Climbers According To Height And Age Of The Plant At Site Including Loading / Unloading & Transportation Etc. Complete: 447 Different Flowing Plants 900 Mm To 1500 Mm 448 Different Varrities Of Shrubs 600 Mm To 900 Mm 449 Different Varrities Of Climbers 900 Mm To 1500 Mm 450 Laying Of Lawns Including Ploughing Levelling Breaking Of Clods Manuring & Removal Of Stones Etc. ( Cost Of Manure Of Extra Good Earth To Be Paid Seperatley ) Maintenance Of Lawns For 30 Days Of More Till The Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing In The Duration Of Planting If Lawn Die Some Where The Contractor Will Replant It At His Own Cost. 451 In Rows 7.5 Cms. Apart In Either Direction 452 Renovating Lawns Including Weeding Cheeling The Grass Forking The Ground Top Dressing With Manure. Mixing The Same With Forked Soil Watering Maintaing The Lawns For 30 Days Or More Till Grass Forms A Thick Lawns Free From Weeds & Fit For Mowing & Disposal Of Rubbish As Directed. 453 Road And Drainage Work 454 Providing, Laying, Spreading And Compacting Of Granular Sub-Base By Providing Close Graded Material ( Table 400-1 ) , Spreading In Uniform Layers With Motor Grader On Prepared Surface, Mixing By Mix In Place Method With Rotavator At Omc, And Compacting With Vibratory Roller To Achieve The Desired Density, Complete As Per Mort&H Specification Clause - 401 Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 455 Grading - Ii Material 456 Providing Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes As Per Table 400-7 To Water Bound Macadam Specification Including Spreading In Uniform Thickness; Hand Packing, Rolling With Power Roller 8-10 Tonnes, In Stages To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening ( Table 400-8 ) Binding Materials To Fill Up The Interstices Of Coarse Aggregates, Watering ( With Water Browser ) And Compacting To Required Density, Making Necessary Earthen Bund To Protect Edges As Per Clause 404 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion Complete 457 Crusher Broken -Grade-Ii ( 63-45Mm ) 458 Providing And Applying Primer Coat Over Prepared Surface Of Granular Base With Bitumen Emulsion As Per Is : 8887 And Approved Quality @ 0.6 Kg / Sqm With The Help Of Spray Set Fitted On Bitumen Container ( Boiler ) After Cleaning The Surface Including Removing Of Binding Material And Other Foreign Matter With Wire Brushes And Small Picks, Sweeping With Brooms Or Soft Brushes And Finally Dusting With Old Gunny Bags And Compressed Air To Receive Bituminous Treatment Complete As Per Clause 502 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 459 Providing And Laying Open Graded Premix Carpet 20Mm Thick ( Compacted ) , On Prepared Surface In A Single Course As Wearing Course, Composed Of Specified Graded Crushed Stone Aggregate As Per Table 500-23, Premixed With Bituminous Binder @ 14.60 Kg / 10Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) , Including Loading Of Material With F.E. Loader, Hot Mixing Of Stone Aggregate And Bitumen In Computerised Hot Mix Plant, Transporting The Mixed Material By Tippers To Paver And Laying With Paver Finisher Fitted With Electronic Sensor Control To The Required Level And Grade, Compacting Smooth Wheeled Roller 8-10 Tonne Capacity And Finishing To Required Level To Achieve The Desired Density As Per Clause 511 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion But Excluding Cost Of Tack Coat / Seal Coat. 460 With Bitumen Vg-Grade 30 461 Providing And Applying Premixed Seal Coat Type B Comprising Of Thin Application Of Fine Aggregate 0.06 Cum / 10 Sqm Premix With Bitumen Binder @ 6.8 Kg / 10 Sqm ( Including Cost Of Anti-Stripping Compound Wherever Required ) Laying With Paver Finisher With Electronic Sensor Control And Rolling With Power Roller 8-10 Tonne Complete As Per Clause 513 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. 462 With Bitumen Vg-Grade 30 463 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 464 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 465 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 466 Brick Work With F.P.S. Bricks Of Class Designation 75 Infoundation And Plinth In: 467 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 468 Providing And Laying Reinforced Cement Concrete Pipe Np4 / Prestrssed Concrete Pipe For Culverts Including Jointing Ends And Fixing Collar With Cement Mortar 1:2 Complete As Per Clause 1000 & 2900 Of Mort&H Specification Including All Material, Labour Form Work, Machinery. 469 200 Mm Internal Diameter 470 Providing And Fixing Of Reinforced Ferro-Cement Drain Covers Designed For A Class Loading Duly Marked On Cover With Adequate Steel Reinforcement Having Thickness 75Mm To 150Mm Anti Corrosive Bitumen Painted M.S. Plate , Rim And M.S. Lifting Hooks, Admixtures Like Plasticizer, Bond Improving Compound, Shrinkage, Resistance Compound, Abrasion Resistant Complete As Per Approved Design Etc 471 Standard Size 600X800mm ( 75Mm Thick ) For Span 300 To 450Mm 472 Campus Lighting 473 Supply And Erection Of Octagonal Pole Of Following Length And Dimension As Per Table-3 With Base Plate On The Cement Concrete Foundation Of M-15 / M-20 Grade ( 1:1.5:3 ) With The Help Of Anchor Bolts Of Grade 6.8 ( Is 1367 P Iii ) . The Pole Shall Be Made Of S-355Jo Grade Steel Sheet , Folded Lengthwise To Obtained Octagonal Shape, Having Single Longitudinal Seam Weld And Hot Dipped Galvanised Internally & Externally In Accordance With Is 2629. The Pole Shall Have A Weatherproof Flush Door And Locking Arrangements. The Complete Work Shall Be Supervised And Certified By The Manufacturers For Satisfactory Supply, Erection, Testing And Commissioning. 474 7 Mtr 475 Supply, Erection And Fixing Of Hot Dipped Galvanised Overhang ( 60 X 3.25 Mm ) With Cap ( 250 X 137.9 X 4.05 Mm ) Over The Existing Poles 476 Single Arm Overhang 477 P & F Of Ip 65 / 67 Protected Led Flood Light System With Aluminium Housing, 3 X 1W, 220V, 50Hz Led Lamps With Dynamic Color Changing Capability Available In Quick Connecting Cable Coupled With Various Mounting Accessories. Ability To Create 16.7 Million Uniform, Smooth And Brilliant Colors Without Revealing Any Lamp Image. Available In 5 Colors – Amber, Green, Blue, Red And White. 478 Providing & Laying Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Makein Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Underlayer Ofsand, Second Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size 479 10.0 Sq.Mm2 Cor 480 Repair Of Residantialbuilding At Churu, Bhaleri, Like Repair Of Plaster, Floor, Roof, Doors, Windows, Color Washing, Painting Etc. 481 Repair To Brick Masonary In Cement Sand Mortar With Taking Out Of Deceayed From Wall And Replaceing With New Briks.Cement Sand Mortar 1:6. With New Brick. 482 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 483 Repair To Stone Masonary In Cement Sand Mortar 1:6 With Old And New Stone. 484 Cutting Jhiri Above 75Mmx75mm And Below 150X150 Mm Etc. And Making Good. 485 Scraping Old Surface And Redoing Lime Loi Or Sandla. 486 Renewing Glass Panes, With Puty And Nails Wherever Necessary: 487 5.5 Mm Thick Plain Glass Panes. 488 Renewing Glass Panes With Wooden Fillets Wherever Necessary: 489 5.5 Mm Thick Plain Glass Panes. 490 Providing And Fixing 16 Mm M.S. Fan Clamps Of Standard Shape And Size In R.C.C. Slab / Stone Slab Roofing Including Cutting Chase And Making Good And Painting Exposed Portion Of The Clamps Complete: 491 In Existing Roof. 492 Guniting Damaged R.C.C. Slab, Beams And Columns For Strengthening With Cement Sand Mortar 1:2 ( 1-Cement:2-Sand ) Including Preparing The Surface, Making V Shaped Joints, Cleaning The Reinforcement Bars With Jet Of Potable Water And Drying With Compressed Air, Including Cost Of Centering And Shuttering And Finishing To Match The Existing Surface Etc. Complete, Including Provided M.S. Welded Mesh To Gauge 25 Mm X 25 Mm Framing With Average Thickness Of 25 Mm. 493 Chopping Loose And Cracked Concrete To Required Depth, Cleaning The Exposed Surface Of Steel And Concrete With Wire Brush And Sand Blasting, Clening With A Jet Of Water / Air As Necessary And Getting It Dried With Compressed Air Including All Scaffolding: 494 Depth 50 Mm To 75 Mm. 495 Depth 75 Mm To 100 Mm. 496 Repairofdoor, Windowshuttersincludingcostofmaterialandlabourforchangeofdamaged : 497 Style / Rail Of Teak Wood 30Mm Thick / Aluminium Section 498 4Wide 499 6 Wide 500 Panel By 501 Shuttering Ply - 9Mm Thick ( Commercial ) 502 Wire Gauge 14 Mesh X 24 Gauge 503 Plain Glass Panes 4Mm Thick 504 Aldrop Of Mild Steel 505 12 Long X12mm Dia 506 8 Long X 10Mm Dia 507 Stopper Of Aluminium With 508 Single Rubber Gutka 509 Double Rubber Gutka 510 Door Springs Of Mild Steel 511 Steel Hinges 512 For Wooden Chowkhat 3 Size. 513 For Wooden Chowkhat 4 Size 514 For Stone Chowkhat , 4Size 515 Mild Steel Tower Bolt 6 Long 516 Steel Locking Bolt 517 Steel Handle 6 Size 518 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 519 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 520 M10 Grade Nominal Mix 1: 3: 6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stoneaggregate 20Mm Nominal Size ) . 521 Making Plinth Protection 50Mm Thick Of Cement Concrete 1:3:6 ( 1 Cement : 3 Coarse Sand : 6 Graded Stone Aggre -Gate 20 Mm Nominal Size ) Over 75Mm Bed Of Dry Brick Ballast 40Mm Nominal Size Well Rammed And Consolidated And Grouted With Fine Sand Including Finishing The Top Smooth. 522 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 523 20 Mm Thick. 524 Providing And Fixing Expanded Metal Mesh Of Size 20X60 Mm And Strands 3.5 Mm Vide 1.6 Mm Thick Weighing 3.64 Kg. Per Sqm. For Encasing Ofrolledsteel Sections In Beams, Columns And Grillages Excluding Cost Of Hangers. 525 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 526 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 527 Half Brick Masonry In Superstructure , Above Plinth Level Upto Floor Fivelevelusing F.P.S. Bricks Of Designation 75 528 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 529 Brick Work In Partition In Super Structure Upto Five Storey 7Cm. Thick ( Brick On Edges ) Using F.P.S. Bricksof Class Designation 75 In : 530 Cement Mortar 1:4 ( 1-Cement:4-Coarse Sand ) . 531 Supplying And Fixing Machine Cut And Polished Stone Shelves, Tands And Sills In Cm 1:3 With Machine Cut Edges: 532 Kota Stone 25 To 30 Mm Thick. 533 Providing And Fixing Granite Stone Slab Mirror Polished And Machine Edge Cut In Walls, Pillars, Steps, Shelves, Sills, Counters. Floors Etc. Laid On 12Mm ( Av. ) Thick Base Of Cement Mortar 1:3 Jointing With White Cement Mortar 1:2 ( 1 White Cement: 2 Marble Dust ) With Pigment To Match The Shade Of The Marble Slab Complete Including Grinding, Rubbing And Polishing Of: 534 Jhunjhunu / Jalore ( Red / Choclate Colour ) 535 Above 3601 Cm2 Slabs 536 Providing And Laying Vitrified Floor Tiles In Different Sizes ( Thickness To Be Specified By The Manufacturer ) With Water Absorption’S Less Than 0.08% And Conforming To Is : 15622 Of Approved Make In All Colours And Shades, Laid On 20Mm Thick Cement Mortar 1:4 ( 1 Cement: 4 Coarse Sand ) Including Grouting The Joints With White Cement And Matching Pigments Etc., Complete. 537 Size Of Tile 60X60 Cm 538 Providing And Fixing Ist Quality Ceramic Glazed Wall Tiles Conforming To Is : 15622 ( Thickness To Be Specified By The Manufacture ) Of Approved Make In All Colours, Shades Except Burgundy, Bottle Green, Black Of Any Size As Approved By Engineer In Charge In Skiriting, Risers Of Steps And Dados Over 12 Mm Thick Bed Of Cement Mortar 1:3 ( 1 Cement : 3 Coarse Sand ) And Jointing With Grey Cement Slurry @ 3.3 Kg Per Sqm Including Pointing In White Mixed With Pigment Of Matching Shade Complete. 539 Category - I : Kajariya, Jhonson, Orient, Somani Make Etc. 540 Providing & Fixing In Cement Sand Mortar 1:4 Single Paitam ( Rebated ) Stone Doors Windows And Ventilator Frames Of Approved Quarry : 541 Size 100X75mm. 542 Size 125X100mm. 543 Providing And Fixing In Cm 1:4 Double Paitam ( Rebated ) Stone Door Window And Ventilator Frames Of Approved Quarry : 544 Size 125 X 100Mm. 545 Providing And Fixing External Grade Board Solid Core Single Leaf Flush Door Shutters Isi 2202-67 Marked Using Phenol Formal, Dehydreresin In Glue Both Sides With Approved Steel Fittings Complete As Per Annexure ‘A’ 546 30 Mm Thick Shutter 547 Commercial Veneer Both Side 548 Decorative Teakveneer One Side 549 Providing And Fixing Fully Paneled Double Leaf Shutter For Doors As Per Approved Design And Drawing With Approved Ordinary C.P. / Oxidized Steel Fittings As Per Annexure – A’ And Width Of Styles & Top Rails Of 100Mm And Lock Rails Width Of 150Mm And Bottom Rails Of 200Mm Width Including Teak Wood Beading Of Size 19Mmx12mm On Both Faces Complete : 550 30 Mm Thick Ghana Teak Wood Grade - I 551 Wire Gauge 24 Gauge 14 Mesh Of Is Designation 85 Gauge Wires Of Dia 0.56 Mm Panels 552 Demolishing Cement Concrete Including Disposal Of Material Within 50 Meter Lead : 553 1:3:6 Or Richer Mix. 554 Demolishing Of R.C.C. Work Including Stacking Of Steel Bars And Disposal Of Unserviceab Le Material Within 50 Meters Lead. 555 Demolishingbrickwork Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Meters Lead. 556 In Cement Mortar. 557 Providing And Fixing T-Iron Frames For Doors, Windows And Ventilators Of Mild Steel Tee-Sections, Joints Mitred And Welded With 15X3 Mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required Including Fixing Of Necessary Butt Hinges And Screws And Applying A Priming Coat Of Approved Steel Primer. 558 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 559 Providing & Fixing Ms Sheet Single Leaf Door Shutters In Angle Iron Frame 35X35x5 Mm Suitablly Diagonally Braced With 25X3mm Flat Ironabove And Below Lock Rail Of Size 50X5 Mm Beading Extra Includingall Fittings, As Per Direction Of Engg. Incharge But Excluding Coes Of Chokhats Including Two Coats Of Anti Corrastie Red Oxide Primer Panit. 560 Ms Sheet 18 Swg 561 Providing & Fixing Steel Glazed Doors, Windows And Ventilators With Shutters Of Standred Rolled Steel Section Joint Mitred And Welded With Steel 13X3mm Lugs 10 Cm. Long Embedded In Cement Concrete Blocks 15X10x10 Cm. Of 1:2:4 ( 1-Cement:2-Coarse Sand:4-Graded Stone Aggregate 20 Mm Nominal Size ) Or With Wooden Plugs And Screws Or Rawl Plugs And Screws Or With Fixing Clips Or With Bolts And Nuts As Required, Including Providing And Fixing Of Plain Glass Panes 4Mm Thick With Copper Glazing Clips And Special Metal-Sash Putty Of Approved Make, Or Metal Beading With Screws Complete Including Priming Coat Of Approved Steel Primer, Excluding The Cost Of Metal Beading And Other Fittings Except Necessary Hinges Of Pivots Steel Handles And Peg Stay Etc. As Required. 562 Patially Fixed And Partially Openable Fixed Area Not Exceed 33% 563 Supplying And Fixing Fixed Wire Gauge To The Metal Frame Of Rolled Section By Metal Beading 20X3mm With Suitable Screw At Not Exceeding 150 Mm Distance. 564 14 Mesh X 24 Gauge 565 Providing And Fixing 20 Mm Thick Precast Terrazo Tiles Of Approved Make, With Marble Chips Of Size Upto 6Mm Laid Over Roof With Neat Cement Slurry Mixed With Pigment To Match The Shade Of The Tiles, Including Cutting , Grinding Rubbing With Machinecomplete On 20 Mm Thick Bed Of Cement Sand Mortar 1 : 4. 566 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 567 Distempering With Dry Distemper Of Approved Brand And Shade ( Two Or More Coats ) And Of Required Shade On New Work, Over And Including, Priming Coat Of Whiting To Give An Even Shade Including All Scaffolding. 568 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 569 New Work ( Two Or More Coats Applied @ 3.84 Kg / 10 Sqm ) . 570 Old Work ( One Or More Coats ) . 571 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 572 Two Or More Coats On New Work. 573 One Or More Coats On Old Work. 574 Kota Stone Slab Flooring 25 Mm Thick Over 20 Mm ( Average ) Thickbase Laid Over And Jointed With Grey Cement Slurry Mixed With Pigment To Match The Shade Of The Slab Including Rubbing And Polishing Completewith Base Of Cement Mortar 1 : 4 ( 1 Cement : 4 Coarse Sand ) 575 For Area Of Each Slab Up To 900 Sq. Cm 576 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 577 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 578 Add 10 % For Water Supply And Sainatry Works 579 Add 10 % For Electric Works 580 Repair Of Boundry Wall At Pmc, Bhaleri, Including Provinf Fixing Of Borbed Wire Fancing Repair Of Gates Et. 581 Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means In Foundation Trenches Or Drains ( Not Exceeding 1.5 M In Width Or 10 Sqm On Plan ) Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Taking Out The Excavated Soil And Depositing And Refilling Of Jhiri With Watering & Ramming And Disposal Of Surplus Excavated Soil As Directed With In A Lead Of 50 Meter.All Kinds Of Soils 582 Random Rubble Stone Masonary For Foundation And Plinth In Cement Sand Mortar Above 30 Cm. Thick Wall In : 583 Cement Mortar 1:6 ( 1-Cement:6-Sand ) . 584 Repairs To Plaster Of Thickness 12Mm To 20Mm In Patches Of Area 2.5 Sq. Metres And Under Including Cutting The Patch In Proper Shape, Raking Out Joints And Preparing And Plastering The Surface Of The Walls Complete Including Disposal Of Rubbish To The Dumping Ground Within 50 M Lead : With Cement Mortar 1 :4 ( 1 Cement : 4 Fine Sand ) 585 Repair To Stone Masonary In Cement Sand Mortar 1:6 With Old And New Stone. 586 Cutting Jhiri Above 75Mmx75mm And Below 150X150 Mm Etc. And Making Good. 587 Providing And Laying In Position Cement Concrete Including Curing Compaction Etc. Of Specified Grade Excluding The Cost Of Centering And Shuttering =All Up To Plinth Level 588 M15 Grade Nominal Mix 1: 2: 4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stoneaggregate 20Mm Nominal Size ) . 589 Providing And Laying In Position Specified Grade Ofcement Concrete For Rcc Structural Elements Upto Floor Five Level Including Curing, Compaction, Finishing With Rendering In Cement Sand Mortar 1:3 ( 1 Cement: 3 Coarse Sand ) And Making Good The Joints And Cost Of Plastizers ( If Required ) Excluding The Cost Of Centering, Shuttering And Reinforcementfor Walls ( Any Thickness ) Including Attached Pilasters, Buttresses, Plinth And String Courses, Fillets, Columns, Pillars, Piers, Abutments, Posts And Struts Etc. M20 Grade Nominal Mix / Design Mix 590 Centering & Shuttering With Plywood Or Steel Sheets Including Strutting, Propping Bracing Both Ways With Steel Propsand Removal Of Formwork For Upto Floor Five Level For : 591 Columns, Pillars, Posts And Struts Etc. 592 Providing And Fabricating Reinforcement For R.C.C. Work Including Straightening, Cutting, Bending, Placing In Position And Binding ( Including Cost Of Binding Wire ) All Complete Up To Floor Five Level. 593 Hot Rolled Deformed Bars ( Is : 1139 ) . 594 Plaster On New Surface On Walls In Cement Sand Mortar 1:6 Including Racking Of Joint Etc. Complete Fine Finished: 595 20 Mm Thick. 596 Brick Work With F.P.S. Bricks Of Class Designation 75 In Superstructure Above Plinth Level Upto Floor V Level In All Shapes And Sizes In : 597 Cement Mortar 1:6 ( 1-Cement:6-Coarse Sand ) . 598 Structural Steel Work In Single Section Fixed With Or Without Connecting Plate Including Cutting, Hoisting ( Height Upto 10 M ) , Fixing In Position And Applying A Priming Coat Of Approved Steel Primer All Complete. 599 Providing And Fixing Steel Gate Grating And Grills Made Of Angles, Tees, Square Bars Or Other Flats Black Pipe With Holdfast And Fittings Complete As Per Design And Drawing Including Cutting Welding And Fabrication With Priming Coat Of Red Oxide. 600 Removing White Or Colour Wash By Scrapping And Sand Papering And Preparing The Surface Smooth Including Necessary Repairs To Scratches By Sandal / Loi. ( Only For Colour Changing Only ) . 601 Finishing Wall With Water Proofing Cement Paint Of Approved Brand And Manufacture And Or Required Shade To Give An Even Shade Including All Scaffolding: 602 Old Work ( One Or More Coats ) . 603 Painting With Synthetic Enamel Paint Of Approved Brand And Manufacture Togive An Even Shade : 604 Two Or More Coats On New Work. 605 One Or More Coats On Old Work. 606 Part : E Electrical Works 607 33 Kvring Main Unit Consisting Of 2 Lbs At Incoming & 2 VcbSoutgoing As Per Requirements And Specifications. 608 Stranded Compact Circular Aluminium Conductor, Conductor Screened With Extruded Semi Conducting Compound, Xlpe Insulated, Insulation Screened With Copper Tape, Cores Laid Up, Inner Sheath Of Pe Type, Galvanised Steel Flat Strip Armoured And Overall Pvc Sheathed Cable Confirming To Is 7098 / Ii / 85 With Latest Amendments Of 33 Kv ( Ue ) 609 3Cx300 Mm2 610 Providing & Making Heat Shrinkable Type Indoor / Outdoor / Straight Through Terminations / Joint Kit Of Approved Make Suitable For Xlpe Insulated 33 Kv Cable, With Required Components, Prepration Of Cable Ends, Testing Etc. 611 3 Core 240 / 300 / 400 Sq.Mm 612 Outdoor 613 Indoor 614 Sitc Of Floor Mounted Pmcc ( Indoor, Dust Proff Ip-4X Front Operated With 2 Mm Thick Sheet Metal Compartmentalised ) With All Accessible Parts, Head Shrinkable Sleeves, Smc / Dmc Bus Bar Supports, Padlocking Facility On Outgoing Feeders Etc. 615 Lv Capacitor With Apfc Panel 616 Sitc Of Microprocessor Based Intelligent Power Factor Correction Relay Having Sensitivity Up To 50 Milli Amp Secondary Current And Following Way, Self Analysing Auto C / K Setting According To Targeted Power Factor Setting, The Relay Shall Have Minimum Three Digit Display Unit For Display Of Real Power Factor, Targeted Power Factor, Lag / Lead Capacitor Switching Status, Alarm Output For Under Current, Over Current, Insufficient Compensation, Indication Of Switching On Units, Auto / Manual Status, And 6 To 14 Stage - Sensitivity Upto 50 Milli Amp. 617 Sitc Of Self Healing Mpp / Mp Type Shunt Capacitor ( Banks ) Conforming To Is:13340-41 / Iec :831-1&2 In Existing Panel Or Parallel With Load Terminals , The Capacitor Shall Be Fitted With Discharge Resistors, Pressure Sensitive Disconnector ( Psd ) And Shall Have Dissipation Factor Less Than 0.0025 At 50 Hz And Total Wattage Loss Less Than 0.5 Watt Per Kvar. Including Making Connections With Suitable Capacity Conductors / Cables Testing As Required.Heavy Duty Three Phase 440 V , 50 Hz Capacitor ( Bank ) 618 P / Laying Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Make In Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Under Layer Of Sand, Iind Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size. 619 3 / Cx6 Sq Mm 620 3 / Cx10 Sq Mm 621 3 / Cx16 Sq Mm 622 3 / Cx25 Sq Mm 623 3 / Cx240 Sq Mm 624 Supplying And Making One End Termination With Heavy Duty Double Compression Brass Gland Sibg Type, Aluminium Lugs Duly Crimped With Crimping Tool, Pvc Tape Etc For Following Size Of Armoured Pvc Insulated & Pvc Sheathed / Xlpe Aluminium Conductor Cable Of 1100 Volt Grade As Required Of Size. 625 3 / Cx6 Sq Mm 626 3 / Cx10 Sq Mm 627 3 / Cx16 Sq Mm 628 3 / Cx25 Sq Mm 629 3 / Cx240 Sq Mm 630 Providing & Laying Xlpe / Pvc Pvc Insulated & Pvc Sheathed Armoured Control Cable Of 1.1 Kv Grade With Copper Conductor As Per Is 1275 Including Escavation Of 30Cmx 75 Cm Size Trench 25 Cm Thick Under Layer Of Sand And Lind Class Of Bricks Covering 631 3C X 2.5 Sq.Mm 632 5Cx1.5 Sq Mm 633 14Cx1.5 Sq Mm 634 Supply & Makingone End Termination With Heavy Duty Single Compression Brass Gland Sibg Type, Copper Lugs Duly Crimped With Crimping Tool, Pvc Tape Etc For Following Size Of Arrmoud Pvc Insulated And Pvc Sheated / Xlpe Almunium Cunductor Cable Of 1100 Volt Grad As Required Size. 635 3C X 2.5 Sq.Mm 636 5C X 2.5 Sq.Mm 637 14 C X 2.5 Sq.Mm 638 Supply, Fabricating & Installing Following Sizes Of Perforated Cable Trays Including Horizontal And Vertical Bends, Reducers Tees, Cross Members And Other Accessories As Required And Duly Suspended From The Ceiling With Suspenders And Including Painting As Required. 639 600Mm X 50Mm X 2.0Mm 640 150Mm X 50Mm X 1.6Mm 641 Supply, Installation, Testing And Commissioning Of Copper Wound Transformers 33 / 0.433 Kv, Three Phase, 50 Hz, Dyn 11, Onan Type , Standard Accessories With Off Load Tap Changer ( +5% To -10% In Steps Of 2.5% ) , Winding / Top --- Temperature Rise Of 45°C / 40°Cfirst Fill Oil, Having Permissible Total Loss Values Not Exceeding 7.5% Of The Maximum Total Loss Values For 11 Kv As Per Energy Efficiency Level - 2 At Basic Insulation Level Conferming To Iss 2026 ( Part- I To Part - Ii ) , Latest Ammended And Is 1180 Part-I : 2014. Transformers Described As Above And As Per The Following Continuous Rating 642 400 Kva 643 1250 Kva 644 1600 Kva 645 S.I.T.C. Of Bus Duct Arrangement In Convenient Sections Complete With Enclouser Of Crca Sheet Steel Of Minimum 2 Mm Thickness, Aluminium Bus Bar And Earth Bus For Use On 3 Phase, 4 Wire, 415 Volts, A.C. Supply With Degree Of Protection Ip-42 For The Following Current Carrying Capacity, Including Jointing Of Sections, Copper Flexible Joints. Expansion Joints, Bends, And Earthing With 2 Runs Of Alum. Strips Etc. As Required 646 1 Straight Run With 2 Earth Bus 3200 Amp 647 Bend 3200 Amp 648 Copper Flexible Tpn 3200 Amp 649 Supply Installation Testing & Commissioning Of Local Push Button Stations 650 Maintenance Free Gel Earthing With Pipe In Pipe / Strip In Pipe Technology Filled With Anti Corrosive Conductive Compound ( Cpri Tested ) Below The Ground In 150 -200 Mm Dia Earth Pit And Surrounding Filled With Required Mineral Filling Compound ( Mfc Should Have Hygroscopic Proper Ty To Retain The Moisture For Long Time To Create Low Resistance Zone ) And C.C. Finished Chamber Covered With Hinge Type With Locking Arrangement C.I Cover. C.I. Frame Of Size 300Mm X300mm Complete Testing Of Earth Resistance As Required Of Following Sizes With Pipe In Pipe Technology ( Inner Pipe Dia / Outer Pipe Dia ) 80 -100 Micron G.I. Coating Of The Size G.I. Pipe 3000 Mm Long , 80 / 40 Mm , Terminal 14 Mm G.I. Strip 651 S & Laying Following Size Earth Wire / Strip In Horizontal Or Vertical Run In Ground / Surface / Recess Including Riveting, Soldering, Saddles, Making Connection Etc. As Required. 652 50Mm X 6Mm G.I. Strip 653 25Mm X 6Mm G.I. Strip 654 25Mm X 3Mm G.I. Strip 655 10 Swg G.I. Wire 656 P & F Lightning Conductor Final Made Out Of 25 Mm Dia., 300 Mm Long Copper Tube Having Single Prong At Top With 85 Mm Dia., 3 Mm Thick Copper Base Plate Including Holes Etc. Complete As Required. 657 Part : F Instrumentation & Scada 658 Sitc Of Ultrasonic Level Transmitter Suitable For Measuring Water Level In Reservoir, Normal Powered 24Vdc, Type Of Transmitter: Two Wire ( 4-20 Ma ) , Cable Entry:1 / 2 Npt ( F ) , Sensor Material: Pp, Slip-On Flange: 2 ½” Flange, Material Of Construction For Slip-On Flange: Pp, Output 4~20Ma, Hart Compatible, Accuracy + / _ 0.2 % As Per Detailed Technical Specification, Scope Of Work And Direction Of Engineer In Charge. Measuring Range 0.0 To 6.0 Mtr 659 Providing, Installation, Testing And Commissioning Of Diaphragm Type Pressure Gauges Dial Size 150 Mm Glycerin Filled Shatterproof Glass, Over Range Protection: 125% Of Maximum Pressure, Material Of Sensor And Other Wetted Parts: Ss Type 316, Housing Material: Die Cast Aluminum 660 Providing, Installation, Testing And Commissioning Of Pressure Transmitter For Water Application: Range: 0-10 Bar / Power Supply: 24 V Dc / Output: 4-20 Ma With Hart / Diaphragm: Ss316l / Process Connection: 1 / 2 Npt ( M ) / Accuracy: 0.15% Protection: Ip671 / 2 M ( Npt ) 661 Sitc Of D / F Full Bore Type Electromagnetic Flow Meter Of Approved Make Of Following Dia And Specifications Complete: Media : Water ( Raw / Chlorinated ) , Pressure : Up To 1.5Mpa, Process Temp: - 50 Deg C, Flow / Meter Tube : Ss 304, Electrode : Ss Aisi 316L / Hastelloy C276 / Tantalum, Lining Material : Hard Rubber / Neoprene / Poly-Urethane ( Pu ) , Flange : Ss / Cs, Flange Standard & Rating : Ansi 150, Coil Housing : Ss Aisi 304 / Carbon Steel / Die Cast Aluminium, With Anticorrosive Paint & Provide Completely Sealed ( Leak Proof ) Construction As Per Requirement Of Iec 60529, Accuracy : ± 0.5 % M.V.- Velocity 0.3 To 10 M / S, Transmitter / Signal Convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V Ac - 50Hz, Output 1 : 4-20 Ma, Output 2: Pulse, Communication Output : Rs 485 / Heart, Display Type : Lcd / Led Display, Cable Entry : M20 X 1.5, Provision Of Ram / Prom To Store Calibration And Configuration Parametersand Totalizer Value During Power Failure, Protection Category- Ip 68 For Sensor ( Flow Tube ) And Ip 67 For Transmitter / Convertor, Including Surge Arrester, If Required, And All Materials Required For Making Connection With Existing Pipeline Including Cutting The Existing Pipeline Etc. Complete In All Respect As Per Technical Specification And As Per Direction Of Engineer In-Charge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 662 150 Mm Dia 663 200 Mm Dia 664 250 Mm Dia 665 400 Mm Dia 666 900 Mm Dia 667 Sitc Of Bulk Flow Meter With Removable Mechanism Class B Confirming To Iso:4064:2005 / Is: 2373Of Approved Make Of Following Dia Sized Pipelines And Specifications Complete:Media : Water ( Clear ) , Temp. 50 Deg., Pr. Rating: Pn16, Protection Type: Ip- 68, Body Material : Is-210 Gr. Fg-200, Accuracy Class :Class B ( ±2 % @ Nominal Flow Rate ) , Magnetic Drive, Dry Dial, Epoxy Powder Coated, Pulse Out Put Option, Anti-Magnetic Protection Including All Materials And Making Connection With Existing Pipeline Required For Bulk Flow Meter Including Cutting The Existing Pipeline Etc. Complete In All Respect As Per Technical Specification And As Per Direction Of Engineer In-Charge.Note: Rates Are Exclusive Of Tail Piece / Dismantling Joints And Earth Work. 668 Bfm 100 Mm 669 Bfm 150 Mm 670 Bfm 250 Mm 671 Sitc Of Rtu Complete With Di, Do, Ai And Modbus Communication Ports And Power Supply ( 24 V, Dc ) 672 Providing And Laying Stranded / Flexible Annealed Bare Copper Conductor , Xlpe / Pvc Insulated 2 Pair 1.5 Sqmm Suitably Laid Up Together Overall Polyester Taped Al ( Mylar Tape Wrapped ) Along With Atc Drain Wire Overall Pvc Sheathed ( St-1 ) Overall Screened Triad Armoured Instrumentation Cables Generally Confirming To Pas 5308- Part-2-2009 673 Providing & Laying Xlpe / Pvc Pvc Insulated & Pvc Sheathed Armoured Control Cable Of 1.1 Kv Grade With Copper Conductor As Per Is 1275 Including Escavation Of 30Cmx 75 Cm Size Trench 25 Cm Thick Under Layer Of Sand And Lind Class Of Bricks Coveringsize 3C X 2.5 Sq.Mm 674 Supply, Installation, Testing And Commissioning Of Mnre Approved Off Grid Solar Panels For Running Of Motor Pumps With 25 Years Of Linear Generation Warranty, Work Includes Designing Of Solar Panel Area And Ms Frame And Foundation On Ground / Roof Of Pump House Or Cwr, Showing Arrangement Of Panel In Available Space, Installation Of Pv Module On Ms Frame As Per Approved Design And Drawings. Mounting Structure Shall Be Suitably Design To Withstand Wind Velocity Up To 150Km / Hr. The Work Shall Be Executed As Per Detailed Technical Specifications, Approved Drawing And Direction Of Engineer In Charge. Note: There Shallbe5 Year Service Warranty For Solar Panel And Mounting Structure Andsuitable Provision Shall Be Included In Tender Document ( Each Of .5 Kw ) 675 P&F Of Gsm / Gprs Based Data Transmitter Device Forwater Meter Compitable To Scada System. 676 Supply, Installation, Testing, Commissioning Of Plc / Scadasystem Including All Hardwares, Softwares, All Accessorings For Thefollowingpump Houses As Per System Configuration Alongwith Scada For Master Control Centre For Monitering The Water Supply. As Per Scope And Specificationscomplete In All Respect. Ans As Per Direction Of Eic At The Following Locations. 677 Cps Bhalari 678 Supply, Installation, Testing, Commissioning Of Master Control Room Including All Plc / Scadasystem, Hardwares, Softwares, All Accessorings For Thefollowingpump Houses As Per System Configuration Alongwith Scada For Master Control Centre For Monitering The Water Supply. As Per Scope And Specificationscomplete In All Respect. Ans As Per Direction Of Eic At The Following Locations.Churu 679 Part G : Operation & Maintainance & 680 Cost Of Operation And Maintenance Of The System For 10 Years After Defect Liability Period Of One Year @ 6.0%On Above Items Excluding Villages Inrta Systemand As Per Scope Of Work & Specification 681 Operation And Maintenance Charges 1St Year 682 Operation And Maintenance Charges 2Nd Year 683 Operation And Maintenance Charges 3Rd Year 684 Operation And Maintenance Charges 4Th Year 685 Operation And Maintenance Charges 5Th Year 686 Operation And Maintenance Charges 6Th Year 687 Operation And Maintenance Charges 7Th Year 688 Operation And Maintenance Charges 8Th Year 689 Operation And Maintenance Charges 9Th Year 690 Operation And Maintenance Charges 10 Th Year 691 Part H : Dismantling Of Old Pump Sets 692 Cost For Dismantling Of Old Pump Sets, Electrical Panels And Intrumentation Etc And Depositing In Depatmental Stores As Per Direction Of E.I.C. 693 Tps Karamsana 694 Ir-4 695 Cps / Tps Bhaleri 696 Cps / Tps Churu
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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13.
Housing Urban and Rular Development #10235078 Price Bid
Tender For New Construction Of Cheriyan Nagar Library Chennai; 1 DISMANTALING WORKS 2 Dismantling etc., all complete 3 Brick / Stone Masonry in lime mortar walls 4 Dismantling RCC by manual / by using deploying machineries 5 Doors and Windows including removal of frames, hinges and fastenings 6 CIVIL WORK 7 Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size bouldersand Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrockrequiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete SS.20B 10 cum 8 Carting away surplus excavated earth available with in the campus is to be carted to a lead of within 40 KM from site. The rate shall include loading into the tipper/ lorry transporting and unloading, leveling and the earth scooped by bulldozers grading etc.,complete with all respects complying with relevant standard specification, as directed by the Departmental Officers. Rate to include materials, loading, unloading, transportation, plant and machinery, hire and fuel charges for tools and plants and other incidental charges, royalties, seignorage and taking statutory approvals as necessary to carry out the work as complete with all respects complying with relevant standard specification, as directed by the Engineer-in-charge. 9 Supplying and filling in foundation andbasement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. 10 Supplying and filling in foundation, basement, etc with filling Gravel inwellrammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. 11 Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification 12 Providing pre-constructional Antitermite treatment including cost of chemicals labour as per standard specifications for preparing the area for treatment by spraying chemicals and other incidental charges etc.. complete. The rates should be for antitermite treatment from the plinth beam and brick masonry with super structure in contact with the back fill earth and at the junction of the walls.The top surface of filled earth for flooring and the soil along with the perimeter of the building by making holes with the crow bar and poured 5% termicide “Chloripyrifos” and sprayingthe same termicide solution on the wooden frames and treating the other periphery of buildings etc., complete in all respects as per IS 6313 (part II) / 1981 and as directed by the departmental officers. 13 Supplying and erecting centering for sides and soffits including supports and strutting up to 3.30 m height with all cross bracing for plane surfaces as detailed below, using mild steel sheets of 90 X 60 cm 10 gauge stiffened with MS angle of 25 X 25 X 3mm for boarding, laid over adjustable span & jacks and supported by 50mm dia pipes for general pipes scaffolding systems @ a spacing of 1.20m c/c and vertical connected at a height of 2.0m c/c including C & U clamps and base receiver cup at bottom for connecting pipes etc and removable systems etc.,Rate to include all materials, labour charges, wastages ,placing, transportation, lead & lifts, tools & plants, fuels, fixing in position at all levels, heights, masking tape in sheet joints, consumables, etc. as complete with all respects complying with relevant standard specification, as directed by theClient / Engineer-in-charge. 14 For Column footing, plinth / grade beam, bed blocks, template surfaces, steps, piers, raft slab / beams and such other members 15 for plane surfaces such as rectangular or square rcc columns, sunshades, topand bottom slab of rcc boxing, etc. 16 Plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slab / beams and such other members 17 Providing and Laying M 30 Design Mix for all reinforced cement concrete with minimum cement content conform to IS 456-2000 using ordinary Portland cement of grade 53 from approved manufacturer, manufactured sand, 20 mm and down graded size coarse aggregates, necessary approved admixtures as per requirement. works for Raft, Grade beam, Shear wall, RCC walls, Lift walls, Plinth beams, Column, footings, Grade slab, Roof slab & beam, Curved slab, beam, Column drops, Pergola, Staircase waist and landing slab lintel, Sunshades, parapet Cum drops, Steps, canopy, window boxing slab, Loft, fins facia Planter box binders basement retaining wall, machine foundation, elevation features and other similar structures etc..excluding necessary centering, shuttering and reinforcement which shall be measured and paid separately under relevant items. 18 For FoundationandBasement 19 For Ground Floor 20 For First Floor 21 For Second Floor 22 Supplying, fabricating and fixing in position of steelFe 550 grade Reinforcement for all RCC work with Thermo Mechanically Treated Bars (TMT) conforming to IS 1786 of latest version according to drawings and binding the reinforcement with 18 gauge double fold GI binding wire and providing Concrete / PVC cover blocks to maintain the cover as required.Rate to include all bending, tying grills, placing, transportation, lead & lifts, tools & plants, fuels, all materials, labour charges, wastages , laying at all levels, fixing in position, cost of cover blocks, etc. as complete with all respects complying with relevant standard specification, as directed by the Engineer-in-charge. 23 Supply and constructing Fly ash Brick (230 x 110 x 75mm) masonry in Cement Mortar 1:5 (One cement and Five M sand) in foundations, basement and superstructure usingFly ash Bricks of size 230x110x75mm etc. Rate to include all materials, labour charges, wastagesfor working at all levels with necessary lead and lifts, transportation charges, loading, unloading, scaffolding, staging, curing, fuel, consumables as complete with all respects complying with relevant standard specification and as directed by theClient / Engineer-in-charge. 24 For Ground Floor 25 For First Floor 26 For Second Floor 27 Providing two legged scaffolding using 15 cm dia casuarinas post of 4 M over all length (3 M Height + 0.5 M Projection + 0.5 M into the Ground) the distance between the two rows being 1.25 M and the spacing of posts being 2.0 M in both the rows with two horizontal posts with 0.5 M. Overlap on either side and braces at 2.0 M Center to center including longitudinal and transverse middle braces to step up and providing a platform with country wood planks of 40 mm thick and 1 M width, etc. in a complete from using coil and nails. 28 Upto 3 M Height 29 3 m to 5.5 m Height 30 5.5 m to 7.5 m Height 31 7.5 m to 10 m Height 32 10 m to 12.5 m Height 33 Plastering 10 mm thick for ceiling including slabs, beams and column drops and staircase waist slab, sunshade, drops, chajjas etc..with Cement Mortar 1:3 (1 of cement : 3 of P sand) according to the specification. The rate including cost of all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, scaffolding, stagging, providing drip bands, moulds to any size and shape as shown in drawings tools and plants, fuel, curing,cleaning, consumables etc as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 34 Plastering 15 mm thick for external surfaces with Cement Mortar 1:5 (1 of cement : 5 of P sand) with water proofing compound of “CICO No.1 or equivalent“ as per Manufacturers Specification with sponge finish (washed sand finish) all complete as per specification and as directed. The rate includingcost of all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, scaffolding, stagging, providing drip bands, moulds, grooves to any size and shape as shown in drawings tools and plants, fuel, curing,cleaning, consumables etc as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 35 Plastering of 12 mm thick for Internal walls with cement mortar 1:5 (1 of cement : 5 of fine river sand)according to specifications. Rate shall include for providing GI chicken mesh of nominal thickness at the junctions of masonry and concrete works to a width of 100 to 125mm including tying in position with suitable clamps/screws. Rate including all materials, labour charges, wastages with necessary lead and lifts, working at all levels, transportation charges, loading, unloading, preparation of surface, necessary hacking in RCC surface, scaffolding, stagging, tools and plants, fuel, curing,cleaning, consumables etc as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 36 Painting the new plastered walls with two coats for Interior Plastic Emulsion paint approved quality and colour over a priming coat, with two coats of wall putty including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification. 37 Painting two coats for Exterior surface with approved Exterior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification. 38 UPVC Window Specification:Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile the size of outer frame 60mm x 58mm and shutter profile are reinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The window should be got approved from the Executive Engineer before use on work 39 UPVC VentilatorSpecification: Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Louvered Ventilators of from the profilethe size of outer frame 60mm x 58mm and shutter profile size of 60 x 78mm both profiles arereinforcedwith GI/1mm 125GSM and 100% corrosion free, the profile are multi chamberedsections with wall thick of2mm.The EPDM rubber (black colour) covered with all over the edges of frame and shutter.The corners and joints should be welded and cleaned.Radiations pin headed glass 4mm thick should be provided in the louvers.The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames.The ventilator should be got approved from the Executive Engineer before use on work 40 Supply and fixing of M.S Grills with Doors and Windows with one coat of Red oxide with Primer including all costs such as welding,grinding and fabrication charges, cost and conveyance of all materials to site etc,complete as per standard specification. 41 Painting the new Iron work with two coats of Ready Mixed Enamel Paint of aproved quality and colour over the existing priming coatincluding the cost all materials etc.,complete, in all floors and as directed by the Departmntal Officers. 42 Providing and fixing Vertical blinds , quality of approved make fabric made of 100% polyester woven fabric thickness 0.40mm with virtually maintenance free having plastic bottom chain thickness of chain-0.50mm and diameter-3mm, Plastic with metal bottom and suitable coating on exterior, including all fixtures and fittings complete in all respect as per design/color/shade including requisite installation brackets etc as required for installation at site with anchoring arrangements complete. 43 Supply and laying with best quality the following materials of Ruby Red, Raw Silk Granite Slabs (Super Fine Polished with Machine Cut Edges) of sizes 4’x2’ and above 18mm to 20mm thick Thick including cuttingand edge polishing to be set in CM 1:3 (1 of cement : 3 of manufactured sand) 20 mm thick including finishing the joints with white cement slurry, cutting, edge chamfering to approved shape and polishing rough, medium, nice and tin-oxide polish.Rate including all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, cutting to required shape, edging, tools and plants, fuel, curing,cleaning, acid wash over finished surface, protection with Gypsum / Poplayeroverplastic sheet and removing the same before handing over as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 44 Supply and laying with best quality the following materials of Sinthetic Grey, Paradise and similar varieties Granite Slabs Granite Tiles - (Superfine Polished with Machine Cut Edges) of size 2’0” x 1’0” and above 10mm Thick including cuttingand edge polishing to be set in CM 1:3 (1 of cement : 3 of manufactured sand) 20 mm thick including finishing the joints with white cement slurry, cutting, edge chamfering to approved shape and polishing rough, medium, nice and tin-oxide polish.Rate including all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading, preparation of surface, ncessary haccking in RCC surface, cutting to required shape, edging, tools and plants, fuel, curing,cleaning, acid wash over finished surface, protection with Gypsum / Poplayeroverplastic sheet and removing the same before handing over as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 45 Nosing for Granite Slab-Single Nosing 46 Grooving the Granite Slab 47 Paving the floor with Double charged Vitrified tiles of approved quality and colour of size 600x600x8mm thick of approved make, quality and colour in all floors over a base layer of cement mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 20mm thick and laid straight alignment and pointed neatly with colour cement at the rate of 0.40kg/m2 laid without any air gap in the tiles neatly and fixing in position as per standard specifications and as directed by the departmental officer.The colour & quality of tiles should be got approved by Executive Engineer before use on work 48 Paving the floor with design Antiskirt Ceramic tiles (colour and shade as directed) of size 305 mm x 305 mm x 6 mm in all floors over a base layer of cement mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 20mm thick laid in-situ and pointed with same coloured cement. 49 Supplying and fixing Dadooing the wall with ceramic tiles of approved quality, colour and design joint free of size 600x300x10mm thick of approved make, in all floors over a base layer of cement mortar 1:2 (one cement: Two sand) 10mm thick and laid straight alignment and pointed neatly with colour cement at the rate of 0.40 kg/m2 laid without any air gap in the tiles neatly and fixing in position as per standard specifications. The rate including cost of all materials, labour charges, wastages, necessary lead and lifts, working at all levels, transportaion charges, loading, unloading,the same before handing over as complete with all respects complying with relevant standard specification and as directed by the Engineer-in-charge. 50 Supplying and filling the sunken slab area by BRICK-BATCOBA by adding CICO NO:1 of approved equivalent admixture including applying two coats not less than 2 mm thick of TAPECRETE- Acrylic Polymer Based Naterproof Coating, over the final coat of cement plaster 12 mm thick with cement sand mortar 1:3 mixed with water proofing compound like CICO No.1 at the rate specified in the manufacturers specification after entire completion of laying pipes, sanitary fittings etc Rate including all mater aaod and lifts, working materials, labour charges wastages with necessary lead and at all levels, protecting the laid pipes and sanitary fittings, finishing the surface smooth to receive the top coat of water proofing application etc. as complete with all respects complying with relevant standard specificatior and as directed by the Client/ Engineer-in Charge 51 Including applying two coats not less than 2 nm thick of TAPECRETE- Acrylic Polymer Based Waterproof Coating, over the plastered surface as including final coat of cement plaster 12 mm thick with cement sand mortar 1:3 mixed with approved water proofing compound like CICO No. 1 or approved equivalent conforming to IS 2645 at the rate specified by the manufacturer over coated surfacepreparation of surface, finishing, curing etc. all complete at all levels as per manufacturers specifications and as directed. 52 Waterproofing: Providing and Applying CFTRI approvedtwo component flexible polymer modified acryliccementitious waterproofing coating with a mix ratio of(5 Liquid :7 Powder) to the RCC surface of the UGT/OHT tankapplied @ 2.2kg/m2 in 2 coats to achieve1.2mm DFT, having Elongation at break >120% asper ASTM D 412, Tensile strength >1N/ mm2 as per ASTM D 412, Adhesion strength: 0.80N/mm2 as per ASTM D 4541, crack bridging upto 2mm as per ASTM C 836. The finished cost to include surface preparation, making coving of 50 mm X 50mm at all right anglesof wall Junction with Polymer Repair Mortar and lay 45 gsm glass fibre mesh over the angle fillet when the first coat in still wet, treatment of cracks completelyas per specification. Followed by applying 15 mm thick dimensionally stable fibrous reinforced cementitious structural grade dual shrinkage Polymer Mortar on as protective plastering @ 29kg/m2. The material having Compressive strength of 38 MPa at 28 days as per EN 12190, Adhesive Bond Test, >1.5 Mpa as per EN1542, followed by Water curing by sprinkling water for 3 times a day for 5- 7 days. Followed by applyingtwo component, water-based food grade epoxy resin coating on inside surface of Potable water tank having anti algae, antifungal, Non-toxic, hygiene cum damp-proof coating Certified by CFTRI as per 21 CFR 175 – 300 of US – FDA, having mixing Ratio (Base: Hardener: Water) – 1:1:1 to be applied @ 0.35 Kg/m2 in 2 coats. Ensure that this coating is applied over the protective plaster. The Waterproofing material shall have Specific Gravity: 1.2, Water vapor permeance: 244.48 g/m2/24 hrs, as per IS 7809/Pt 2/1977, Adhesion strength: 2 N/mm2 as per ASTM D 4541: 02. The finished cost to include surface preparation completely as per specification 53 Finishing the top of roof with one course of Solar Reflective ceramic tiles of size 305 mm x 305 mm x 7 mm of approved quality in Cement Mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 12 mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete 54 Supplying And Fixing Rubber Moulded Interlocking Paver Blocks Against Available Edge Restraints 83 mm Thick of Approved Design And Pattern of Strength 40 N/Sq.m. 10 mm Iss Metal With Minimum Cement Content As Applicable To M 40 Grade Concrete As Per Is-456-2000 Manufactures By Mechanical Or Hydraulic Machine Using Vibro- Compaction Process And Laid Over 50 mm Thick Laying Course (Bedding) Crushed Stone Sand (M Sand) Well Compacted By Plate Compactor With A Joint Width of 2 mm To 5 mm Including Filling of All Joints With Crushed Stone Sand (M Sand) And Compacting The Paved Surface With Plate Compactor Two Or Three Times Until All The Unit-To- Unit Joints Are Completely Filled With Crushed Stone Sand (M Sand) And Trimming The Edges Neatly Including All Labour Charges And Plate Compactor Charges Etc. Complete(Cost Inclusive of Crushed Stone Sand (M Sand)) 55 Supplying and fabricating of MS structural steel supports for various applications using channels, MS angle iron, bolts, nuts, anchor bolts etc., required for the work, cut to the size, bent to shape, welding, grouting etc., complete. Supports shall be powder coated with required colour for different system as mentioned above. 56 Providing Teak wood wrought and put up for frames of doors, windows and ventilators and any other similar joinery works including cost of country wood scantlings and labour charges for manufacturing the frames and fixing hold fasts and fixing in position etc. for all lengths as per architect designs. 57 Best Indian Teak Wood Panelled door in double shutters with frames 100x75mm at side,verticals and top. The shutters shall beof 40mm thick with moulded panels in 20mm thick planks,6Nos.of iron hold fasts fixed in c.c.1:2:4 6Nos.of butt hinges 125mm long including wind appliances, furniture,iron fittings,1No.of iron padlock 15cm long for locking arrangements and fixing inposition,etc.,complete.(ISI STD) 58 Varnishing the new wood work one coat with best shellac and with fine best varnish of approved quality varnish of teak wood natural finish including preparation of surfaces with sand papering in patty priming etc., complete complying with standard specification and as directed by the Departmental officers. 59 Solid PVC Door Shutters using 19 Gauge 19mm MS square tubes for styles and outer frames. 15mm MS square tubes for top, lock and bottom rails. The steel tubes shall be covered with 5mm thick solid PVC Sheets. Shutter using 5mm thick solid PVC Sheets for panelling shall rigidly fixed in position including necessary furniture and fittings. The over all size of styles shall be 50mm x 30mm. The over all size of top rail, lock rail and bottom rail shall be 75mm x 30mm. The over all size of frames shall be 50mm x 45mm with suitable rabate for housing the shutter 60 Best Indian Teak Wood panelled door shutter for single leaf door. The shutter shall be 40mm thick with moulded panels in 20mm thick planks inclusive of 3 Nos.butt hinges 125mm long,furniture iron fittings,1No.of jappened hooks and eyes 200mm long and 6mm thick and iron pad lock 15cm long including fixing inposition,etc.,complete 61 FALSE CEILING WITH GYPSUM PLAIN TILES Providing and fixing true horizontal level false ceiling using SAINT -GOBAINGYPROC or Equivalent make with 24 mm Grid system using hot dipped galvanised Steel Section, exposed surface chemically cleaned caping prefinished in backed polyestar paint wall angle of size 24mmX24mm used in the periphery of the ceiling fixed to the wall partition R.C. Column bandwalls with the help of screws Column bandwalls with the help of screws at 600mmc/c. Main runner of size 32X24mm suspended at1200mm c/cmax by using securely fixed to the structural soffit of R.C.C. slab by using 6mm Nylon Rawl plug at every 1200mm (Max) and 1200mm long Cross Tee of size 24X24mm to interlocked between Mainrunner at 600mm c/c (max) to form a grid of 1200mmX600mm. 600mm long Cross Tee of size 24X24mm is inserted to form a grid of 600mmX600mm and finally tiles laying 62 Art work as per the direction of department official, over Oil Painting with first class quality and approved colour including a priming coat with thorough scrapping clean removal of dirt., etc., complete and including necessary plaster of paris, putty, etc., wherever required (Relevent ISI STD), including putty works. 63 Supplying and Fixing of English Stainless Steel Letters of 25cm (10”)size and approved colour. The colour treatment process is achieved with MRF colour coat and then the processed coloured layer is set into the kiln for the heat treatment process for the following sizes 64 Supplying and Fixing of Tamil Stainless Steel Letters of 25cm (10”)size and approved colour. The colour treatment process is achieved with MRF colour coat and then the processed coloured layer is set into the kiln for the heat treatment process for the following sizes 65 upplying and Fixing ofEmblem (15”) Stainless Steel size and approved colour. The colour treatment process is achieved with MRF colour coat and then the processed coloured layer is set into the kiln for the heat treatment process for the following sizes 66 Supply and fixing of Pre-fabricated Structural Steel, coated galvalume ROOFING SHEET of 0.5mm thickness with SMP coating with colour bond XRW coating, having minimum of 550 Mpa yield strength, Coating 150 GSM as per ASTM 792 or equivalent standard. The structural roofing Panel shall have 1020 mm effective width, nominal 30 mm crest height at nominal 250 mm centre to centre pitch with the embossment (share grove) on top & side of ribs for better composite action including Flashing for joints, and all incidental charges. 67 Supplying and erecting in position LIGHT DUTYSTEEL TRUSSES as per the drawing.The materials and design of the trusses should confirm to the relevant Indian Standard specification.The trusses shall be procured only from reputed manufactures oftrusses with prior approval of the Buildings Engineer and a certificate to the effect from the reputed manufacturers shall also be furnished with design.The rate quoted shall include the cost oftrusses.Base-plate with holding down bolts and nuts to RCC or Masonry works, roof purlins, rafters, purlin sleeves, the members fixing accessories etc., painting one coat of red-oxide paint and erecting in position etc., complete as directed during execution. The contractor shall also arrange to provide grouting for holding down bolts embeding the end purlins, to the gable wall wherever necessary etc.,The roof sheeting shall project 0.762m from the eves purlins. 68 Providing Wall Panelling using one side teak wood sheet with melamine polishing with following specification. The frame using aluminium tubular section of size 50mm x 25mm x 2mm thick fixing horizontally and vertically in position with wall at interval of 0.60m in both diretions, fixing water proof plywood of 12mm thick over the aluminium frame work with necessary screws. One side teak wood sheet of 3.5mm thick will be fixed over the plywood using fevical and finishing with melamine polishing and the rate inclusive of conveyance to site and labour charges and as directed by the Departmental Officers. The design pattern, water proof plywood, OST sheet and other materials to be used shall be got approved by the Executive Engineer concerned before use on work etc., complete. 69 Providing, supplying, and fixing factory-manufactured pre-fabricated insulated roofing panels made of PUF (Polyurethane Foam) sandwiched between two metal skins, comprising pre-painted galvanized iron (PPGI) sheets of 0.5 mm thickness on both sides with 40 mm to 50 mm thick CFC-free polyurethane foam core of minimum density 40 kg/m³, having tongue and groove jointing with cam-locking arrangement for weather-tight sealing. Panels shall have minimum overall R-value of 6.5 and thermal conductivity not more than 0.022 W/m·K. Roofing to be supported over structural purlins/trusses using self-drilling screws with EPDM washers, sealants, fasteners, ridge covers, and flashing, complete. Rate includes supply, transport, hoisting, cutting to size, edge finishing, foam taping at joints, sealing, labour, tools, scaffolding, and all incidentals for a fully finished, insulated, and weatherproof roofing system as per manufacturer’s specification and as directed by the Engineer-in-Charge. 70 Brick Wall Cladding Nuvocotto Edge Cut Wall Tiles Natural Red finish in size 230mm x 76mm x 15mm 71 Brick JalliNuvocotto Camp Jallie Natural Red finish in size 200mm x 200mm x 60mm 72 Supply and fixing of stored pressure ABC (Mono Ammonium Phospate) Powder Type Fire Extinguisher of 6 kg. capacity as per IS:15683 with pressure gauge, discharge hose & control nozzle, wall mounting bracket, safety clip etc., including conveyance, all incidental charges, neccessary scaffolding and re-doing the dismantled portions to its original condition wherever found neccessary etc, complete as per standard specification and as directed by the Departmental Officers. Make: EXCELLENT / SAFETY FIRST / EQUIVALENT 73 Supplying of plastic Potted plants Anthurium size of dia 12 inch including loading and unloading charges, transportation, etc as directed by the site in-charge 74 Supplying of plastic Potted plants Bogainvillea size of dia 12 inch including loading and unloading charges, transportation, etc as directed by the site in-charge 75 Supplying of plastic Potted plants Ficus ponda size of dia 12 inch including loading and unloading charges, transportation, etc as directed by the site in-charge 76 Providing & laying spreading & Compacting graded stone aggeragate of size 45mm to 22.4mm, 22.4mm to 2.36mm & 2.36mm to 75 microns to Wet Mix Macadam (WMM) specification including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in Sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, rate including the cost & conveyence of all materials, labour charges for spreading, watering, rammed & consolidation and other tools & plants employed for the work etc., all complete and as directed by the departmental officers as per MORTH specification 406 IV Revision 77 Supplying and filling with M-Sand well watered rammed, and consolidated complying with relevant standard specifications etc., complete and as directed by the departmental officers. 78 ProvidingandlayingofBlackGraniteCobbleStoneflooringof approvedmake,inallcoloursandshades,laidon20mmthick cementmortar1:4(1cement:4coarsesand),jointingwithgrey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 79 SupplyingandlayingGrassPaverblock M40grade Providingand layingof 63mm thickhighstrengthtypeconformingIS15658- 2006ofrubberizedinterlockingpaverlockinsizeofminimum compressivestrengthof40N/mm2inuniformshapeofapproved maketobelaidinflurringbonepatternwithsandcushionbelow theuniformshapofapproved nonskittingsurfaceinthetopand therateincludinglevellingthebasepreparationof paversassub base,sandcushion150mmthicklaying outofpavementcutthe piecestofixtheedgevibringthepavers,sweepingtranporting loadingunloadingoflayingpaverblockasperstandard specification,. 80 PLUMBING 81 Supplying and fixing in position White / Colour Glazed Model Floor Mounted European Water Closet of best quality and approved make with 100mm “P” or “S” trap connecting with CI pipe of 100mm dia / PVC pipe of 110mm dia, double flapped rigid PVC black seat and seat cover with CP brass hinges including cost of white cement, cement for packing, spun yarn, teak wood plugs, brass screws, etc., including supplying and fixing 10 litres capacity PVC / 12.5 litres capacity porcelin low level flushing tank with a pair of CI brackets, etc., complete with all fittings, such as, 15mm brass ball valve with polythene float with brass handle, unioncoupling connected by means of 40mm white PVC flush hand using indian adopter joint including all internal fittings, such as, 15mm bras connections, 15mm GM wheel valve, 15mm brass nipple (2 Nos.), 15mm nylon connection, TW plugs, screws and also giving necessary connection to the PVC pipe and painting the CI brackets with 2 coats of approved paint over one coat of red oxide primer, dismantling the masonry and re-doing the dismantled masonry to original condition, etc., complete complying with standard specifications. (The EWC and flushing tank with all accessories should be got approved by the Executive Engineer before use on works) Floor Fitting. 82 Supplying and fixing Stainless Steel Health Faucetwith all the accessories etc, 83 Supply and fixing White without PedastalWash Hand Basin of size 550mm x 400mm with all accessories such as Cast Iron Brackets, 32mm dia CP Waste Coupling, Rubber Plug and Chain, 32mm dia B Class GI Waste Pipe, 15mm dia GM Wheel Valve, 15mm dia Nylon Connection, 15mm dia Brass Nipples,15mm CP Pillar Tap etc (The wash basin should be got approved by Executive Engineer before use on works). 84 Providing and fixing C.P. Angle stop cock of approved quality conformingto IS:8931 :15mm nominal bore 85 Providing and fixing Brass Chromium Plated Towel Rail 60cm long and20mm dia with Brackets etc,. 86 Providing and fixing Brass Chromium Plated Soap Tray of size 150mm x 100mm 87 Providing, fixing and testing of PVC soil, waste and vent pipe confirming to IS 13592 of SWR quality 6 kg / sq.cm pressure rated 10mm, including all fittings, like Bends, Tees, Elbows, Collars, junction, inspection doors, cowls, offsets, access pipes, jointing with rubber ring / solvent cementfollowed by application of leak proof adhesive like FRP paste, fixed to wall with properly fabricated MS bracket of suitable size, GI U clamps with bolts, nuts and GI washers complete, for soil and waste pipe lines. 88 75 DIA 89 110 DIA 90 Providing, fixing and testing of PVC waste pipe of agricultural sereis conforming to IS 4985 including all fittings like tees, elbows, bends, collars, coupling, etc jointing with solvent cement followed by application of leak proof adhesive like FRP paste laid on floors inside the toilets to the required slope including making necessary bores in walls / foundations / concrete slab as applicable, making good the bores with CM 1:3 or cement concrete as applicable, curing etc., complete. 91 40 DIA 92 Providing, fixing and testing of PVC floor- trap 110 dia with necessory of multitrap connection (heavy duty hinged type) with brass CP frame & cover (100 mm x 75 mm). Trap of 100 mm dia inlet and 75 mm dia outlet fixed on a bed of cement concrete etc.complete. (The frame and grating shall be approved by Architects) 93 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water Providing, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.(Concealed On Wall) 94 20MM DIA 95 25MM DIA 96 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) : 97 25mm dia Cost of gate valve 98 32mm dia Cost of gate valve 99 Providing, installation, testing and commissioning approved make CIY-type Strainer conforming to IS standardwithnecessary companion flanges, neoprene gaskets(10Kg/sq.cm. pressure rating) nuts and bolts including all the accessories to complete the work as per the specifications. 100 32 mm nominal bore 101 Providing, fixing and testing of PVC soil, waste and vent pipe confirming to IS 13592 of SWR quality 6 kg / sq.cm pressure rated 10mm, including all fittings, like Bends, Tees, Elbows, Collars, junction, inspection doors, cowls, offsets, access pipes, jointing with rubber ring / solvent cementfollowed by application of leak proof adhesive like FRP paste, fixed to wall with properly fabricated MS bracket of suitable size, GI U clamps with bolts, nuts and GI washers complete, for soil and waste pipe lines.(Pipes Runningin the Shaft & below ground level) 102 75 DIA 103 110 DIA 104 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water Providing, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.(Pipes Runningin the Shaft & below ground level) 105 25MM DIA 106 32MM DIA 107 Providinging and fixing in position PVC Vent cowls of following dia of best approved quality conforming to BIS, etc., complete complying with standard specifications.(The PVC cowl should be got approved by the Executive Engineer before use on works). 108 75MM DIA 109 110MM DIA 110 Providing and fixing GI. puddle flanges (IS; 1239) fabricated out of 6 mmthick M.S. plate of size 300 x 300mm plusdia of pipe of 750mm long pipe pieces fixed to RCC wall of water tanks. Including painting with two coats of primer complete as required. The entire fitting shall be hot dipped galvanized.(Rate As per Quotation) 111 32 mm dia 112 40 mm dia 113 50 mm dia 114 65 mm dia 115 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:(Rate As per Quotation) 116 Constructing in site of Inspection chambers comprising burnt brick/solid block masonry walls of 230 mm thk., built in CM 1:4 over M-15 CC bed of thickness 100 mm ,Heavy duty RCC precast cover (SFRC), benching in CC M-15, internalfaces plastered smooth in CM1:4, 15mm thick and outside Rough Plastered with CM 1:6, 15mm thick including necessary earth work excavation returning and refilling and disposing surplus soil as directed by the Engineer in charge. 600x600 mm size internal and depth will 450mm to 1200mm & 900x800 mm size internal and depth will 450mm to 1200mm. (Rate As per Quotation) 117 600x600 118 Making of core cutting in RC slab of maximum 150mm thick of following diameter. 119 a) 150 mm dia 120 b) 125 mm dia 121 Providing and fixing MS slotted angle iron brackets, hangers, MS grip bilts,universal clamps with thereaded rod,supports with necessary drilling holes to suit the insertion of pipe clamps, deburring etc., as per detailed drawing for supporting soil, waste and rain water pipes and water Providing pipes in shafts with suitable MS clamps, bolts, anchor bolts, nuts and washers fixed on shaft walls/outer walls etc., The quoted rate shall include with the cost of brackets galvanizing with zinc alloy of 0.08 mm thick conformed to IS 1239 etc., complete as directed by the employer. 122 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality.(600x600mm) 123 Providinging, installing, fixing, jointing, testing and commissioning of PVC Storm water pipe confirming to IS 13592 of SWR quality 4 kg / sq.cm pressure rated 10mm, including all fittings, like Bends, Tees, Elbows, Collars, junction, inspection doors, cowls, offsets, access pipes, jointing with rubber ring / solvent cementfollowed by application of leak proof adhesive like FRP paste,The quoted rate shall include necessary earth work, fittings,pipe to be laid below ground level in trenches upto required depth, dewatering, jointing of pipes, water testing and setting,refilling, and making good the same complete as required. 124 110 DIA 125 Providing, fixing and testing of Terrace Rain water outlet (110dia) with all the accessories etc,. 126 INTERIOR 127 BOOK SHELF 1 - 2100 x 400 x 2100 Carcass are 16mm MR Ply with 0.72mm Backer Laminate on both Sides, Shutters are 16mm MR ply with One Side 0.72mm Backer Laminate & Front side 1mm Matt Finish with 2mm PVC Edge Band finish. 128 MAGAZINE HOLDER - 600 x 250 x 1200 Carcass are 16mm MR Ply with 0.72mm Backer Laminate on both Sides, Shutters are 16mm MR ply with One Side 0.72mm Backer Laminate & Front side 1mm Matt Finish with 2mm PVC Edge Band finish. 129 DISPLAY UNIT AT RECEPTION - 1200 x 300 x 600 Carcass are 16mm MR Ply with 0.72mm Backer Laminate on both Sides, Shutters are 16mm MR ply with One Side 0.72mm Backer Laminate & Front side 1mm Matt Finish with 2mm PVC Edge Band finish. 130 LEDGE 5000 x600 x 750 Panels are 16mm MR ply with 1mm Matt Finish on both sides with 2mm PVC Edge Band finish mounted to the wall. 131 4SEATERLEARNINGCENTRETABLE-2000mmx1000mmx750mm -TABLE TOP: 25mm pre laminated particle board with 2mm PVC edge banding. MS 120 LEGS: Pillar are made out of heavy duty CNC cut & bend section of 120 degree which is engineer designed, E250 grate of 2.5mm thick 132 6SEATERLEARNINGCENTRETABLE-2400mmx1000mmx 750mm -TABLE TOP: 25mm pre laminated particle board with 2mm PVC edge banding. MS 120 LEGS: Pillar are made out of heavy duty CNC cut & bend section of 120 degree which is engineer designed, E250 grate of 2.5mm thic 133 READING CHAIR - Lounge Chair Uphostered in EPU Leather. Sleek Four Star Fixed Base With Revolving Function In Warm White Powder Coated Finish. Three Dimensional Lumbar Support Design. Model number SCML-SF30.1. Bosses Cabin or equivalent. 134 ROLLINGCHAIRS-Medium back chair with metal grey back frame, metal grey adjustable PU armrest (4D), moulded foam seat with metal grey shell, STG drive-by-wire mechanism with 4 position locking, polished aluminum alloy five-star base with metal grey PU castors. Model number CHT66SW. Bosses Cabin or equivalent. 135 SINGLESTUDYCHAIR:Multi-Purpose Chair Upholstered In Water Based PU Leather. Cushioned Seat and White Ash Solid Wood Legs. Model number SCMF-XCB33 - Latte Brown. Bosses Cabin or equivalent. 136 LOCKER & FOOTWEAR STORAGE- – 1950x375x470mmPLU main 2 DR numeric lock with envelop slot – 1950x375x470mm. Godrej interio or equivalent. 137 RECEPTIONDESK-1800mmx650mmx 1050mm- Reception Table In Matt White and Oak Laminate. IncludesStorage Cabinet and WireManagement Grommet OnDesk. Top Model number 28ROB003(BCRMB-OB 03). Bosses cabin or equivalent. 138 Seamlessly shift from warm, cozy tones to cool, vibrant whites (also known as tunable white or human-centric lighting) is an advanced JS3 Serial LED Connecting System LED lighting technology that allows users to adjust the color temperature of the light output — from warm to cool — to suit mood, time of day, or functional needs.LED Type: OSRAM SMD 3030Iceil™ Supply of OSRAM 24V LED Module Color Temperature: 2700K to 10000K with Iceil IP67 Drivers CRI: ≥90 – Delivers natural, true-to-life color accuracyMounting: High-performance aluminum rigid PCB– Ensures excellent thermal management and long lifespanConfiguration:– Each block features 4 high-quality LEDs– Optimized light spacing for shadow-free illumination– Viewing Angle: PMMA lens Ultra-wide 160° beam spreadDimmable: No Compatibility:DALI, Tuya Smart App, Alexa, & Google Home. Touch Panel, and RF Remote control optionsPower Consumption:– Only 4-6W per sq.ft– Energy-efficient yet high-lumen outputLighting Quality:– Uniform light diffusion across the stretch ceiling– Suitable for both translucent and printed membrane typesIceil™ Power Supply: Wide Input Range 100-305AC (Class I), Surge Protection with 6KV/4KV, Working temp. -20~ +45°C 20% ~ 90%RH, Metal case IP67, Power factor <0.98LED and Power Supply Warranty: 5 Years or 50,000 Hours (whichever comes first)Certifications: CE & RoHS Certified – environmentally safe and globally compliant Installation of pre-supplied LED lighting fixtures, associated drivers, and control systems, including all necessary mounting, wiring, terminations, and system integration by qualified technicians.The scope includes:Installation of LEDs as per lighting layoutMounting and secure placement of LED drivers and control gear in accessible locationsElectrical connections between LEDs, drivers, and controllers using appropriate cablingTesting of each circuit and commissioning of the full lighting setupRate Includes: Skilled labor, tools, basic fasteners, and all on-site installation efforts.. 139 Iceil™ supplies exclusively premium-grade of European Standard PVC Thermo-Stretchable Membrane, complying with BS1-D0 as per EN 13501-1 and Class A as per ASTM E84-2024 fire safety standards. The membrane is precision-cut to the required shape and size, with perimeter edges high-frequency welded with harpoon inserts. Installation is carried out using a durable aluminium profile framing system, ensuring a seamless, secure, and aesthetic ceiling solutionThickness 0.18 mmWeight 250–300 gsm ± 2%Light Transmission Up to 75% (for translucent type)Width Up to 5 meters (seamless); larger areas joined with invisible seamsStretching Method Thermal installation at ~50–60°C using hot air gas blower Fire Rating BS1-D0, as per EN 13501-1, ASTM E84-2024 Class A Explanation: B = Very limited contribution to fire, s1 = Little or No Smoke Production, d0 = No flaming droplets or particles Moisture Resistance 100% Moisture-proofUV Resistance Yes – does not yellow or degrade indoorsEnvironmental ROHS compliant, Phthalate-free, UL Certified - Tri-O-cresyl phosphate < 50mg per kgCertification Manufactured in ISO 9001:2015 certified factoryWarranty 10 Years (under standard indoor conditions) Installation of pre-supplied Stretch Ceiling System, including site preparation, profile fixing, membrane stretching, and finishing using specialized tools and skilled labor.The scope includesFixing of aluminum/PVC perimeter profiles as per approved ceiling layoutHeating and stretching of the pre-cut stretch ceiling membrane on-siteAlignment, tensioning, and seamless fitting of membrane onto the installed profilesIntegration of cutouts for lighting, sprinklers, air conditioning vents, speakers, etc.Final finishing, cleaning, and handover of installed ceiling areaRate Includes: Skilled labor, installation tools, on-site execution, and necessary accessories for completing the installation of the stretch ceiling. 140 The Iceil Wooden Box is built from durable MR/BWP-grade plywood, featuring a 12mm back board, 18mm vertical sides (150mm height), and dual 8mm flexible plywood layers for curved designs. The 150mm depth accommodates lighting and structural needs.Finish Options: White emulsion or PU-coated interior, or white reflective laminate; exterior customizable per client.Mounting: Reinforced corners, cross supports (wood/MS) every 2 ft, fixed with dash fasteners, threaded rods, or MS supports.Stretch Ceiling Compatibility: Suits Iceil’s PVC Harpoon Profile System with aluminium profiles for welded membranes.Lighting Integration: Base for rigid block LEDs with ventilation slots for heat dissipation. 141 Wall paper 142 Carpet Flooring 143 160A LT Metering Panel - Supply, Installation, Testing and Commissioning of CPRI approved make of panel, cubicle type, Free standing, Wall mounted, single front,14 SWG CRCA sheet steel, enclosed separate compartment for each feeder, front operated, Powder coated, indoor type dust and vermin proof, hinged lockable doors, complete with electrolytic grade copper bus bars,internal wiring, colour coding, ferrules, Panel mounting MS Channels, fasteners, etc., including all associated control wiring. The Breakerof 160A TPN MCCB and 1set of 160/5A CT with TNEB Metering provision and 1nos of 160/5A CT for APFCR . (Rate as per Quotation) 144 Supply and Erection of electrical panels Boards 145 Fabrication, Supply, Erection, Testing and Commissioning of whether proof CRCA sheet steelmade up of 2mm powder coatedMCCB Indoor Type Three Phase Changer Over panel of size (H 2100 X L 2000 X D 300 ) mm with suitable to accommodate 100A 4 pole Three phase Change Over Switch-1No. as incomer for EB Source and as incomer for DG Source, 6nos of 63A 4Pole MCCBs and 4nos of 32A 4Pole MCCBs compartment as O/G supply with the provisions to accommodate Busbar chamber and cable chamber with size of 25x6mm copper busbar 4 runs having three phase Multifunction meter with line indicators and with all necessary accessories with all other connected works etc. The panel made up of 16/18 SWG CRCA sheet steel comprising of 4 sections with separate sheet steel weatherproof and shock proof safety insulation system conforming to IE Rules with IP protection, and with the panel should be painting by powder coating finishing etc.,as complete and making good of the panel with neat finishing. (Switch make : L & T / ABB) panel should be earthing confirming ISI specifications. The panel should be erected on Anchor fastners, bolts and nuts for mounting the Indoor Panel as directed by engineer-in charge/department superior engineers. Including Bus bar support, Cost ofWeldding charges for mounting the panel, Rotary Handle, Spreader Terminal, Multifunction Meter digital type / MFM 5010 LED meter CI 0.5S 146 Fabrication, Supply, Erection, Testing and Commissioning of whether proof CRCA sheet steelmade up of 2mm powder coatedMCCB Indoor Type 50 kVAR panel of size (H 1800 X L 1800 X D 300 ) mm with suitable to accommodate Incomer 1 Nos 63A 4Pole MCCB, 7nos of 25A 4Pole MCCBs with 7% 1-10 kVAR Capacitor banks in compartment as O/G supply with the provisions to accommodate Busbar chamber and cable chamber with size of 25x6mm copper busbar 4 runs having three phase Multifunction meter with line indicators and with all necessary accessories with all other connected works etc. The panel made up of 16/18 SWG CRCA sheet steel comprising of 4 sections with separate sheet steel weatherproof and shock proof safety insulation system conforming to IE Rules with IP protection, and with the panel should be painting by powder coating finishing etc.,as complete and making good of the panel with neat finishing. (Switch make : L & T / ABB) panel should be earthing confirming ISI specifications. The panel should be erected on Anchor fastners, bolts and nuts for mounting the Indoor Panel as directed by engineer-in charge/department superior engineers. Including Bus bar support, Cost ofWeldding charges for mounting the panel, Rotary Handle, Spreader Terminal, Multifunction Meter digital type / MFM 5010 LED meter CI 0.5S 147 VERTICAL THREE PHASE MCB DISTRIBUTION BOARD WITH MCB : Supply and fixingof4way verticalTPMCBsheetsteel Industrial Type TP MCB DB with IP54 Protection of surface type fitted with bus bars and neutral links with1 No. of 63A FP MCB as Incoming and 4 Nos.of32A,10KA Triple Pole MCB in Flush with wall and making good of the concealed portion with earth connection.( Industrial Type TPMCB DB with IP54 Protections) 148 Supply and fixing of 7 segment8 way63A TPN MCB sheet steel distribution board (Higher end) with metal / acrylic doorcover flush type /surface type fitted with busbars and neutral links with single / three phase MCB outgoings and separate 4 way provision for accommodating one no. 4 pole incoming 63 A TPN MCB, 10kA, / Isolator and another separate 4 way for accommodating one no. 63 Amps, 30 mA, 4 pole ELCB / RCD (totally 8 ways in one segment) and 24 nos 6-32 A, 10kA, SP MCB / Isolators ( totally 24 nos.) for outgoing in 3 segments with label holder and provision for taking up cable for size not less than 35 sq.mm. withthe following in flush with wall with earth connection only. 149 Supply and fixing of 65 mm dia. (2 -1/2) GI pipe (class B) of 6 metre length with 300mm x 300mm x 6mm MS base plate duly welded at the bottom with concreting with construction of masonry pedestal with suitable SMC box with door arrangement to house 6A SP MCB switch, 2/4 way connector on suitable hylem sheet and supply and fixing of 90W LED Streetlight fitting with LED (Higher end) with 1 metre 32mm dia. GI pipe (class B) Complete with suitable MS clamps for LED street light fitting and SMC box with PVC unsheathed copper leads from SMC box to fitting and with painting of suitable colour 150 Supply and Fixing of24W Ceiling Lightwith PVC unsheathed copper leads from terminals to the fitting.(Make : Philips/Crompton/Havelles ) 151 Supply and Fixing of11W Bulk Head Lightwith PVC unsheathed copper leads from terminals to the fitting.(Make : Philips/Crompton/Havelles ) 152 Supply of surface-mounted 24W LED wall lights to the ideal solution for a variety of indoor lighting applications. Direct illumination of the wall and surrounding surface, as well as accent lighting for vertical structures. Featuring an aesthetically pleasing, robust construction, these lights are built to withstand all weather conditions, ensuring long-lasting performance and durability • Luminaire body made of extruded aluminium alloy (grade 6063) with die cast aluminium components and non corrosive SS fasteners • Non yellowing UV stabilized translucent polycarbonate diffuser • Luminaire integrated with 24W LED • Die-cast aluminium mounting base for easy installation onto the wall • Surface mounting on wall using hardware after connecting to the power supply • IP : 65, IK : 08 • Cable entries for through-wiring of mains supply cable • Integral constant current power supply • CRI ( Ra) : >80 • Prewired with LED driver and suitable for operating on 240V, 50Hz single phase ac supply • Available CCT : 2700K, 3000K, 4000K, 5700K. Driver Power Supply : Integral, Input Voltage : 230-240Vac, Frequency : 50-60 Hz, Power Factor : ≥0.95, THD : <10%, Surge Protection : 4KV, Efficiency : >85%, Symmetrical Light Distribution.Product Finish options: Pure polyester powder coated RAL 9004 Signal black, RAL 9007 Grey aluminium, RAL 7016 Anthracite grey, Graphite grey. CE & BIS Certified. Inhouse NABL accredited lab. Brand Name : Philips, Product SKU : 919215850004 153 Supply of LED Linear Pendant luminaire is a versatile solution for projects that demand high quality of the lighting system and high visual comfort. With its modular design, the Revo-L can be used as an individual fixture or as a combination of luminaires put together in continuous lines • Luminaire made of extruded aluminium for better thermal management • polycarbonate diffuser for optimum optical performance, • Hexa-cell (Matte Black) secondary reflector • Suitable for surface and suspended mounting • Supplied with standard suspension kit (1metre).• Cable entries for through-wiring of mains supply cable • Integral power supply • Suitable for operation on 240V,50Hz single phase ac supply• Driver Power Supply : Integral, Power Factor : >0.90, THD : <10%, Surge Protection : 4KV-6KV, Efficiency : >85%, IP 44 Rating.• Dimension: 1188 x 36 x 75, 2365 x 36 x 75, 3540 x 36 x 75.• Wattage Options : Upto 40W, Upto 80W, Upto 120W.• Mounting: Pendant Mounting, Pendant Mounting, Pendant Mounting, Surface Mounting, Surface Mounting, Surface Mounting • Product Finish options: Pure polyester powder coated, RAL 9004 Signal black, RAL 9007 Grey aluminium, RAL 9016 Traffic White • CE & BIS Certified • Inhouse NABL accredited lab. Philips SP170P LED25S-6500 PSU W5L113 OD WH Smartbright Linear 154 Supply of Input power : 8W LED Bollard luminaire designed for surface mounted. Symmetrical light distribution. Luminaire madeof extruded aluminium alloy (grade 6063), die-cast aluminium of high corrosion resistance and non corrosive stainless steel fasteners. Translucent polycarbonate diffuser. Pressure die cast aluminium mounting plate Ø100.5mm x 4mm thick with 2 elongated holes 15 x 10 to suit M8 bolts at PCD55 for surface mounting on floor. The base plate have a cable entry hole of 70 x 24 mm dia at the center. Single cable entrance via PG7 cable gland. Protection class IP65. Mechanical resistance IK08. Pure polyester powder coated RAL 9004 Signal black, RAL9007 Grey aluminium, RAL 7016 Anthracite grey, Graphite grey. Available colour temperature 2700K / 3000K / 4000K / 5700K. Colour rendering index (CRI)>80. K-Lite LED module with expected service life of at least 60,000 operating hours. Prewired with LED driver and suitable for operating on 240V, 50Hz single phase ac supply. Driver efficiency >80%, Power factor >0.9, THD <10%, Surge protection 2.5KV. Luminaire dimension : 106mm diameter x 565mm height. CE & BIS Certified. Foundation Bolt - 2 Nos of M8 Foundation J Bolt Length 150mm, 2 Nos of (Spring Washers, Plain Washers and Nuts) for each BoltInhouse NABL accredited lab. PHILIPS Bollard BCP100 LED 10W PSU GR L 750mm Solar Light 155 Supply of LED Linear Lighting to suit ceiling / wall is a slim and elegantly designed fixture, suited for varied applications offers a uniform, glareless and soft lighting.Al. Profile Housing Dimension: 1000 x 17 x 8, 2000 x 17 x 8Mounting: Surface Mounting, Product Finish: Anodized Aluminum• Luminaire made of extruded aluminium for better thermal management • PC clear / semi clear matte diffuser for excellent diffused lighting experience throughout the life of the fixture • Designed for mounting on ceiling / wall • Cable entries for through-wiring of mains supply cable • To be used with LED strip & power supply unit of suitable rating. Brand Philips Profile Shine 240 LEDs/m LED Strip | 3000K Warm White | High Brightness Linear Strip for Cove, False Ceiling, Architectural, Ambient Lighting 156 Supply of 24V 2835 Flexible LED Strip, 12W/m, Non-Integral, CCT: 2700K, 4000K, 6500KDimension: 5m / Roll, IP : 67, Brand Name : K-Lite, Code : 7289 or equivalent 157 24V Power supply, IP 67 Rated SMPS suitable for 24V LED Strip lights. Wattage: 150W, 24V Series Waterproof IP67 Power Supply24Vdc 6.25 Amps 150W Power unitDimension: 313 x 43 x 34IP : 67,Brand Name : K-Lite, Code : 8198 or equivalent 158 Supply and fixing of Fans and Air Circulator 159 Supply and fixing of 1200mm (48) sweep AC ceiling fan 5 star rated complete ( Higher end)with 2 module 100W fan step regulator (Higher end)with 2.5 metre down rod with fan clamp, and wiring to the near by point with 1.5 sqmm FRLS , PVC insulated copper wires, including necessaryaccessories and hardwares as required. (SD -563) 160 Supply and fixing of 600mm wall mounting Air circulator and wiring to the near by point with 1.5 sqmm FRLS , PVC insulated copper wires, including necessaryaccessories and hardwares as required. (SD -563) 161 Supply and fixing of 300mm(12)sweep (Heavy duty) AC Exhaust fan complete with necessary wall opening and making good of the wall and wiring to the near by point with 1.5 sqmm FRLS PVC insulated copper wires including necessaryaccessories and hardwares as required. 162 Supply and fixing oflouvers shutter arrangements for 300mm(12)sweep (Heavy duty) AC Exhaust fan complete 163 Supply and laying of following XLPE armoured LTUG cable in a trench/Tray with suitable cable tie tag etc as required. 164 Supply and Laying of 3 1/2 x 50 sq.mm. PVC Al.Armoured LTUG cable in suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good. 165 Supply and Laying of 4C x 16 sq.mm. PVC AL. Armoured LTUG cable in suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good.Main Panel to DB 166 Supply and Laying of 3C x 2.5 sq.mm. PVC Cu. Armoured LTUG cable in suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make goodMain Panel / DB to Street Lights 167 Supplying & Laying 120mm/103.5mm HDPE Pipe as per requirements including excavation & refilling. 168 Supply and fixing of double compression brass cable gland for following Aluminium conductorXLPE insulatedarmoured cable of 1100 V grade with earth connection. 169 Supply and fixing of brass cable gland for3 1/2 Cx 50 Sq.mm PVC LTUGAl. Armoured cable with earth connection 170 Supply and fixing of brass cable gland suitable for4C x 16 PVC Al. Armoured LTUG cable with earth connection. 171 Supply and fixing of brass cable gland for 3C x 2.5 sqmm COPPER cableLTUG cablewith earth connection. 172 Supply and providing cable end termination of the following sizePVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete (copper sockets for copper cables and Alu. Sockets for alum. Cable) 173 Supply and providing cable end termination of3 1/2Corex 50Sq.mm PVC LTUG Al. Armoured cable with necessary aluminium cable sockets by crimping etc., with electrical connection complete. 174 Supply and providing cable end termination of 4 C x 16sq.mm PVC LTUG Al. Armoured cable with necessary aluminium cable sockets by crimping with electrical connection complete. 175 Supply and providing cable end termination of 3C X 2.5 SqmmPVC LTUGCopper cable with necessary copper cable sockets by crimping etc, with electrical connection complete. 176 Wiring with 2 x1.5 sq.mm. (22/0.3) PVC insulated single core unsheathed copper conductor of 1100 V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessories with suitable Module GI switch box in flush with wall with 1 no. 6A one way module switch and 1 no. 6A 3/2 pin module socket with module front plate with continuous earth wire connection by 2.5 sq.mm. PVC insulated SC unsheathed copper wire and making good of the concealed portion with painting of suitable colour for concealed PVC pipe Plug point ( 8 points / Coil) Higher End (SD-375) 177 Wiring with 2 x 4 sq.mm. (56/0.3) PVC insulated single core unsheathed copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with suitable Module GI switch box in flush with wall with 1 no. 16A one way module switch and 1 no. 16A 3/2 pin module socket with module front plate with continuous earth wire connection of 14 SWG TC wire and making good of the concealed portion with painting of suitable colour for Concealed PVC pipe power Plug point ( 8 points / Coil)Higher End (SD-385) 178 Supply and fixing of 25A Flushtype Wall Socket 25A DPMCB complete set for ACPlug inflush with wall with earth connection (For AC Plug) 179 Supply and Run of 2 of 4 sq.mm. (56/0.3) PVC insulated SC unsheathed copper conductor of 1100 V grade in suitable PVC rigidpipe Concealed inwall and ceiling with continuous earth wire connection by 2.5 sq.mm. PVC insulated SC unsheathed copperwire and making good of the concealed portion withsuitable colour. ( SD 430 ) 180 Supply and Run of 2 Run x 2.5 sqmm and 1R of 1.5sq sqmm PVC insulated SC unsheathed Cu.Conductor of 1100V Grade in suitable Pvc conduit pipe onconcealed wall and ceiling with continuous earth wire connection with painting of suitable colour. 181 Earthing as per the ISI specification with an earth electrode of 2.10 metre Class B GI pipe of dia not less than 50mm and 2 mtr long earth electrode of low carbon steel rod with 100 micron bonding and 25 kgs of carbon based environment friendly backfill compound and suitable clamp andwithcopper earth plate of size 125mm x 50mm x 6mm with necessary funnelling arrangements with necessary masonry work and with 38mm RCC cover slab for the brick masonrySD-233 182 Supply and Run of 1 of No.8 SWG copper wire in suitable PVC rigid pipe on wall / floor / ground for earth connection 183 Supply and Run of 1 of25.6.25 mm Al. Flat on wall / floor / ground for earth connection. 184 Supply and Run of 1 of25.6.25 mm Cu. Flat on wall / floor / ground for earth connection. 185 Supply, Installation, Testing and commissioning of 40 channel NVR with 4TB HDD * 4nos, Up to 40-ch 8 MP IP cameras can be connected, Connectable to the third-party network cameras Compression and Recording, H.265+ compression effectively reduces the storage space by up to 75%, Full channel recording at up to 12MP resolution HD Video Output  HDMI1/VGA1 outputs provided  HDMI1 Video output ) resolution Storage and Playback, Up to 4SATA interfaces and 1 eSATA interface for HDD connection, Support upto 6TB capacity for each HDD, Smart search for efficient playback.(Make: Hikvision/Dahua/Panasonic) 186 Supply of 8MP, Internet Protocol fixed BULLET CAMERA with following specification:●1/2.5 Progressive Scan CMOS, ● 3840 × 2160 @15 fps,2.8/4 mm fixed lens,01 lux @ (F1.2, AGC ON), 0.028 lux @(F2.0, AGC ON), 0 lux with IR, H.265+, H.265, H.264+, H.264, 2 Behaviour analyses ( Line crossing detection, intrusion detection)● Face Detection ● 120dB WDR, ● BLC/3D DNR/ROI, IP67 complied●On-board Storage -Built-in micro SD/SDHC/SDXC card slot, up to 128 GB,● Shutter Speed 1/3 s to 1/100,000 s, ● 3-Axis Adjustment Pan: 0° to 360°, tilt: 0° to 100°, ● rotate: 0° to 360°, 2.8 mm, ● horizontal FOV: 102°, vertical FOV: 53°, diagonal FOV: 124°, ●Lens Mount M12 ● IR Range I5: up to 50 m, ● Image Settings Rotate mode, saturation, brightness, contrast, sharpness adjustable by client software or web browser, ● Power Consumption and Current-12 VDC, 0.7 A, max. 7.5W PoE: (802.3af, 36V to 57V), 0.3 A to 0.2 A, max. 9W● Camera out fitted with metal housing so as to prevent the lens from damages during physical abuse.All including suitable camera stand and accessories. (Make: Dahua/Panasonic) 187 Supply, Installation, Testing & Commissioning of IP Network TDN Low-Light IR Dome Each Cameras, 1/2.8 CMOS,4 MP 2592 x1520 or better , triple stream, Min. Illumination required 0.005 Lux/F2.0 (Color,30IRE), 0 Lux/F2.0 (IR ON), 140dB True WDR, triple stream,3 to 12 mm, F1.4 to 2.8 , MFZ, Backlight Compensation, Highlight Compensation 3DNR, Privacy Mask, Internal/External Smart IR LEDs with up to 50m IR distance, H.265& |MJPEG, Inbuilt Video Analytics: Smart Motion Detection, Intrusion Detection, People Counting, Multiloitering, Face Detection, Line Crossing, Missing Object detection, [Unattended Object Detection. THe camera shall have inbuilt cyber security FIPS Chipset.Audio Stream Full Duplex, 1TB SD card support, IP 67 & IK10, Alarm: 1 In & 1out, PoE, H.265 High Profile and MJPEG, PoE Class . Certifications: ONVIF Profile S,G,T & M compliant, NDAA 889 UL, CE, EN, FCC & RoHS compliant and with all accessories and as per detailed tender specifications. 188 Supply, Installation, Testing and Commissioning of 32 smart LED TV with following specifications a) Full HD 1920 x1080 (4K monitor) b) IPS panel c) Slim back light LED module d) 900 PMI e) Triple XD engine f) Dynamic scanning g) ANRh) True colour generatori) 8modes of picture j) picture wizardIII k) Real cinema 24P l) HDMI -3nos m) USB -3nos n) Built in LAN o) Magic remotep) Dimension 1242 x 724 x 55.1min(37). (Make: Sony/ LG /Samsung). 189 Supply and Clamping of CAT 6 armoured cable in suitable PVCPipe 1 thick on wall / ceiling with connected PVC accessories with clamps, saddles etc., complete. (Between ethernet switch to camera and radio modem)i. Application : Primary (Campus), Secondary (Riser), Tertiary(Horizontal)IEEE 802.3 : 10Base-T; 100Base-T; 1000Base-TIEEE 802.5 16 MB; ISDN; TPDDI; ATMii. Standards: ISO/IEC 11801 2nd ed.; IEC 61156-5 2nd EN 50173-1; EN 50288-6-1,EIA/TIA 568C.2, RoHS Compliant.Fire Rating: PVC : IEC 60332-1.iii. Conductor - Bare Copper Wireiv. Insulation - Polyethylenev. Twisting - 2 Cores to the pair vi. Cable lay up - 4 Core to the pair It has diameter of (23 AWG) 0.550 ± 0.015.Insulation : Polyethylene.GI wire of size is 0.90 ± 0.030mm. 190 Fixing and Termination of CAT 6 Cable RJ 45Jack Single Point( Point to Point ) Crimping, Testing and arrangement charges. 191 Supply and fixing of POE 24 port switch10/ 100 / 1000 Base -T / 2 x 1000Base-FX / 20Gbps bandwidth / IEEE803.af/at compliant PoE+ / RJ45 supports auto MDI/MDI-X function / Auto negotiation speed, half/full-duplex / Store and forward / Max packet size: 10kbytes / Wide range power design (12~56VDC) / Operating temperature (-40 ̊C ~ +75 ̊C) / Reverse polarity protection / Resettable fuse to protect against overcurrent / IP-40 protection / EFT protection for power line. 192 Supply and Fixing of Rack with Accessories -Higher end 12 U Rack with LNS unit and fan extra for the above rack. 193 Supply and Installation for 2KVA UPS with Battery, Single Phase UPS (Single Phase In & Single Phase Out) Capacity - System with Battery - 2Hours back up 194 PA SYSTEMS 195 Supply,installation, testing and commissioning of 30W High efficiency ABS horn loudspeaker with weather protectin IP 65Max Power : 45 W, Rated power, 30 Watts, Power tapping, 30/15/7.5W-Effective frequency range (-10 db) (-380 Hz to 5 kHz) - SPL at rated power (1 khz) 126 dB- Self extinguishing acc. to UL 94 VO - IP 65 acc. to IEC 60529, safety acc. to EN 60065. (Make - BOSCH) 196 Supply, installaion, testing and commissioning of 240W mixer amplifier with following features : inbuilt bluetooth for audio streaming, sports audio playback from USB pen drive, 4 microphone/line inputs, plus music source input, insert features to use as a pre/power amplifier, Optional 2 tone chime generation for input 1 technical specifications - Frequency response 80 Hz to 18 kHx (+1/-3 dB W - 10 dB ref. rated output) - Distortion <1% @ rated output power, 1 kHz bass control Max +/- 8 dB Treble control max +/- 8 dB. (Make - BOSCH) 197 Supply, installation, testing and commissioning of Goose Mic 198 Supply and installation ofHandheld microphone with a dynamic transducer element that shall be designed for high speech intelligivility. It should have a rugged enclosure is both stylish and easy to use in a wide range of public and sound reinforcement applications. Polar Pattern unidirectional, frequency range 80 hZ to 12 kHz, Sensitivity 1.7mV/Pa +/- dB, Rate out impedance 600 Ohms. (Make BOSCH) (Market rate) 199 Supply and laying of FRLS PVC insulated 2 core 1.5 sq.mm. Armoured Copper Cable on ceiling / wall using fixing accessories like screws, plug, clamps, etc., asper standard methods and as directed by the Departmental Officers. 200 Supply and Installation for 2KVA UPS with Battery, Single Phase UPS (Single Phase In & Single Phase Out) Capacity - System with Battery - 2Hours back up 201 Supply and erection, testing and commissioning of 2.0 TR (6000K.cal/hr) ABS Split type Air conditioner (3 star rating)confirming to IS : 1391(part-2) 1992 with Admt No.1 fitted withhermetically sealed air compressor operating on refrigerant R-410A suitable for wall mounting for operation on 230V 50 HZsingle phase AC supply inverter technology with capable of thefollowing performinga) Coolingb) Dehumidifyingc) Air circulatingd) Filteringe) Refrigerant pipe lines – 6 mtr lengthThe installation works for the above split type AC units includethe following1. Mounting / fitting indoor and outdoor units at theirrespective locations2. Laying refrigerant pipe line of required length notexceeding 6 meters distance & connecting both units afterdrilling hole/holes in the wall is required, thickness of the coppertubing shall not be less than 0.7 mm3. Installing the section pipe with expanded polythene foamtubing4. Laying drain pipe to throw out the condensate water beingformed within indoor unit5. Leak testing the entire system unit6. Charging refrigerant gas in the unit7. Suitable electrical wiring with to be provided with 2.5sq.mm PVC insulated copper wire between indoor and outdoorunit upto 6 meter length and upto switch within 3 meters oflocation of indoor unit. (Like (Carrier / Voltas / Blue Star /Equivalent) as directed by the department officers 202 Supply and fixing of 5 KVA slim and wall mounting (V Guardmake ) double booster voltage stabilizer for operation on 170-230V 50Hz single phase AC supply capable for 2 TR split ACwith necessary inter connection and earth connection as directedby the departmental officers. 203 LANDSCAPE 204 Supplying of plastic Potted plants Anthurium size of dia 12 inch including loading and unloading charges, transportation, etc as directed by the site in-charge 205 Supplying of plastic Potted plants Bogainvillea size of dia 12 inch including loading and unloading charges, transportation, etc as directed by the site in-charge 206 Supplying of plastic Potted plants Ficus ponda size of dia 12 inch including loading and unloading charges, transportation, etc as directed by the site in-charge 207 Providing & laying spreading & Compacting graded stone aggeragate of size 45mm to 22.4mm, 22.4mm to 2.36mm & 2.36mm to 75 microns to Wet Mix Macadam (WMM) specification including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in Sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, rate including the cost & conveyence of all materials, labour charges for spreading, watering, rammed & consolidation and other tools & plants employed for the work etc., all complete and as directed by the departmental officers as per MORTH specification 406 IV Revision 208 Supplying and filling with M-Sand well watered rammed, and consolidated complying with relevant standard specifications etc., complete and as directed by the departmental officers. 209 ProvidingandlayingofBlackGraniteCobbleStoneflooringof approvedmake,inallcoloursandshades,laidon20mmthick cementmortar1:4(1cement:4coarsesand),jointingwithgrey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. 210 SupplyingandlayingGrassPaverblock M40grade Providingand layingof 63mm thickhighstrengthtypeconformingIS15658- 2006ofrubberizedinterlockingpaverlockinsizeofminimum compressivestrengthof40N/mm2inuniformshapeofapproved maketobelaidinflurringbonepatternwithsandcushionbelow theuniformshapofapproved nonskittingsurfaceinthetopand therateincludinglevellingthebasepreparationof paversassub base,sandcushion150mmthicklaying outofpavementcutthe piecestofixtheedgevibringthepavers,sweepingtranporting loadingunloadingoflayingpaverblockasperstandard specification,.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Local Bodies No of Bidders 3
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14.
Public Administrative Department #10224642 Price Bid
Tender For Proposed Construction Of Thirumana Mandpamfor 300 Person Capacity; 1 Description 2 Earth work excavation for foundation in all classes of soils and sub soils and todepth as may be directed except in hard rock, requiring blasting, including initialleads and lifts and re-filling the sides of foundation, with excavated earth in 150mm layers well watered rammed and consolidated, including depositing surplus earthclearing and levelling the site, shoring shuttering baling outwater wherever necessary etc., complete complying with standard specification. 3 Boring, providing and Installing cast in-situ single under reamed piles of specified diameter and length below the sand and lime mix pile 300 mm diameter and below the foundation to carry a safe working load not less than specified, including the cost of materials, machinery and labour charges etc., all complete 4 Refilling with excavated earth other than crushed stone sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officersin layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification 5 Supplying and filling in foundation, basement, etc with filling sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. 6 Cement concrete 1:4:8 (one cement four sand eight aggregate) using 40mm gauge hard granite broken stone jelly for foundationincluding cost and conveyance of all materials labour formixing,l aying, compacting, curing, dewatering, side shuttering, wherever necessary including curing etc.,complete complying with standard specification and as directed. 7 Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, RCC floor slab, roof slab, beams, lintels,Rectandular or square columns, sunshades,vertical slab, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oakjoists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid) 8 Column /footing, Grade beamEtc 9 Roof slab and Beams 10 Column and sunshade 11 Providing and laying in position, Standardised concrete mix M-20 grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser/super plasticier) in recommended proportions as per IS:9103 to accelerate, rated settingof concrete improve workability without imparing strength and durability without (5 cum) 7730kg, of 20mm machine crushed stone jelly and with about (3.30 cum) 5156kg, of 10 - 12 mm machine pressed stone jelly and with about (4.79 cum) 7670kg of sand, but excluding cost of reinforcement grill an fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibraters, finishing, curing etc., and providing fixtures like fan clams in the RCC floor/ roof slabs where ever necessary without clamping etc., complete as per the standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials). 12 Foundation and basement 13 Ground floor 14 First floor 15 Second floor 16 Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification.(Contractor has to make his own arrangements for the supply of steel and binding wire) 17 Brick work in following Cement Mortar 1:5(one cement and five sand) using best quality of country bricks of size 8-3/4 x 4-1/4 x 2-1/4 for foundation and basement including curing, etc., complete complying with standard specifiction. 18 Foundation & Basement 19 Brick work in following Cement Mortar 1:6(one cement and five sand) using best quality of country bricks of size 8-3/4 x 4-1/4 x 2-1/4 for foundation and basement including curing, etc., complete complying with standard specifiction. 20 Ground floor 21 First floor 22 Second floor 23 Brick partition walls of 11.50cm thickness using best quality II class Ground moulded chamber burnt bricks of size 9 x 4-3/8 x 2-3/4 in Cement Mortar 1:3 (One Cement and Three crushed stone Sand) using hoop iron reinforcement if found necessary including curing etc. complete and as directed by the departmental officers. (Hoop iron reinforcement will be measured and paid for separately) 24 Ground floor 25 First floor 26 Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by the departmental officers 27 Plastering with Cement Mortar 1:5 (One cement and Five sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers. 28 Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no crushed stone sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc., complete as per standard specification and as directed by the deparmental officers. 29 Finishing the top of roof with one course of machine pressed tiles of size 200mm x 200mm x 20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Crushed stoneSand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers 30 Paving the floor with best quality Vertified Tiles of size 600 x 600 x 8mmof approved colour, shade and quality laid in cement mortar 1:3 (one cement and three crushed stone sand) 20mm thick in all floors and the top pointed with the white cement mixed same colour pigments etc., complete complying with standard specification.(The make and brand of the tiles should be got approved by Executive Engineer before use on works) 31 Paving the floor with joint free rectified glazed ceramic flooring tiles of size 305 mm x 305 mm x 8 mm of approved quality and colour laid in Cement Mortar 1:3 (One Cement and Three crushed stone sand) 20mm thick and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc., complete complying with standard specification and as directed by the departmental officers.(The make and brand of the tiles should be got approved by Executive Engineer before use on works) 32 Dadooing walls with following best approved quality, white / colour glazed tiles ofsize 300 mm x 450 mm x 8 mm in Cement Mortar 1:2 (One Cement and Two crushed stone sand) 10mm thick and pointing the joints with white cement mixed with colouring pigments at the rate of 0.40 Kg. / sq.m. neatly in all floors, curing, etc., complying with standard specification and as directed by the departmental officers. 33 Painting two coats of newly plastered wall surface with Water based Exterior emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification. 34 Supplying and fixing of Teak wood frames 127x76 mm size including cost and conveyance of all materials and all labour chargesetc., complete as per the standard specification. (below 2 m in length) 35 CRCA pressed steel Box section 18 gauge or 1.25 mm thick for door frames including providing holes and fixing wooden blocks for fixing furniture and fittings. N-0303 with powder coated primes. 36 Supplying & fixing Teak wood temple type door (Temple pattern ornamental doors with high quality teak wood (country) with 2 minimum to 7 maximum thick ornamental frames, 2 thick to 5 thick kamala (flower planks), creeper, birds, animal figures sculptures, etc., back side 1 thick to 3 plank including necessary carving, shaping, wastage, etc., as per approved plan and design. (page.no.163, 2a))including all materials, labour charges for manufacturing and fixing in position including all furniture fittings etc., complete complying with standard Specifications. 37 Supplying and fixing solid core particle board flush shutter of nominal thick of 35 mm with necessary T.W. internal lipping conforming to IS 2302 with both sides alround commercial ply 35mm thick including supplying and fixing cost of wind appliances and furniture fittings such as 1no .200x12mm aluminium tower bolt 2nos. 150x12mm aluminium tower bolts 1no. 250x16mm aluminium aldrops,3 nos. 200mm ‘D’ type aluminium door handle and door stopper with bush etc., complete as directed by the departmental officers. Single Leaf 38 Supplying and fixing solid core particle board flush shutter of nominal thick of 35 mm with necessary T.W. internal lipping conforming to IS 2302 with both sides alround commercial ply 35mm thick including supplying and fixing cost of wind appliances and furniture fittings such as 1no .200x12mm aluminium tower bolt 2nos. 150x12mm aluminium tower bolts 1no. 250x16mm aluminium aldrops, 3 nos. 200mm ‘D’ type aluminium door handle and door stopper with bush etc., complete as directed by the departmental officers.Double Leaf 39 FRP door Sutter with FRP door frames made out of FRP Sheets of 3mm thick of over all size 65mm x 50mm with rebate suitably reinforced using MS Angle / Flats, cost of holdfasts and solid core FRP shutter Panel of 5mm thick and hollow core frames of 3m wall thickness for styles and rails etc., of sizes specified by Engineers. M-0394 40 Supplying and fixing of PVC Sliding Door with Roller. M-0393 41 UPVC WindowSpecification:SupplyingandfixingUPVC(Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profilethe size of outer frame 60mm x 58mm and shutter profile are reinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle.The corners and joints should be welded and cleaned.Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window.The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The window should be got approved from the Executive Engineer before use on work M-0674 42 UPVC VentilatorSpecification:SupplyingandfixingUPVC(Un-Plasticized Polyvinyl Chloride) Louvered Ventilators of from the profilethe size of outer frame 60mm x 58mm and shutter profile size of 60 x 78mm both profiles arereinforcedwith GI/1mm 125GSM and 100% corrosion free, the profile are multi chambered sections with wall thick of2mm. The EPDM rubber (black colour) covered with all over the edges of frame and shutter. The corners and joints should be welded and cleaned.Radiations pin headed glass 4mm thick should be provided in the louvers. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The ventilator should be got approved from the Executive Engineer before use on work M-0675 43 Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase near wet riser using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick will be provided with tubular supports made of 304L Grade Stainless Steel pipe of 25mmdiaof1.60mmthickweldedtotherailing.The supports will be groutedinto the wall and provided with 93.00mm thick Stainless Steel circular base plate of 304 Grade. The rate shall included for grouting into concrete with necessary supportingarrangementsthehandrailinfloor polishing buffing, bonding, cutting, grinding, conveyance, welding charges, electrical charges, etc. complete(M-0652) 44 Supplying and fixingmild steel grill Gate including costconveyance of all materials and fixing in position including priming coat etc complete with standard specifications. 45 Supplying and fixing of best quality 110mm Dia PVC rain water pipes including cost and conveyance of all materials and labour charges for fixing in position etc., complete. 46 Best varnish two coat for wood workincluding all materials, labour chargescomplete complying with standard Specifications. 47 Supplying and fixing in positon Indian Water Closet (Oriya type) of size 580 x 440mm white glazed earthern ware of approved quality and brand with P or S trap conforming to BIS with sand cushion and forming flooring alround the closet using 40mm broken brick jelly in lime concrete 1:2:5 (One lime, Two sand and Five brick jelly) 100mm thick and finishing the top to the required slope and including giving necessary connection to PVC pipes (including the cost of 110mm dia PVC pipe for a length of 600mm) by dismantling brick masonry wall / reinforced cement concrete roof / floor slab and making good the dismantled portion to the original condition with leakages etc., complete complying with standard specifications and as directed by the departmental officers.(The water closet should be got approved by the Executive Engineer before use on works). 48 Supplying and fixing in position European water closet of colour glazed earthen ware of approved quality with P trap or S trap with double flapped sheet and sheet cover with brass hinges and 10litre capacity PVC low level flusing tank with all internal fitting confirming to IS:2556 Part XII with sand cushion and forming flooring alroundthe closet using 40mm broken brick jelly in lime concrete 1:2:5 ( one part of lime, two parts of sand and five parts of brick jelly) 100mm thick and finishing the top to required slope and including giving necessary connectionto cast iron soil pipes/ PVC pipes by dismandling brick masonry, reinforced cement concrete roof/floor slab and making good the disturbed portion to original condition without quality with P trap or S trap confirming to IS:2556 - leakage etc., complete complying with standard spcifications. 49 Supplying and fixing in position best quality and approved make Indian made white glazed earthernware wash hand basin of size 550 x 400mm (with pedestal / without pedestal) with a pair of cast iron brackets, including cost 15mm dia brass CP pillar tap, 32mm dia B class GI waste pipe with rubber plug and chain, 15mm dia GM wheel valve, 15mm brass nipple, 15mm dia nylone connection, 32mm dia CP brass waste coupling including fixing of wash basin using CI brackets on to the wall in position with TW plugs and screws, rubber washers, white lead and giving necessary water supply connection and painting the brackets with two coat of painting over a priming coat of anti-corrosive paint including testing for leakages etc., complete complying with standard specification and as directed by the departmental officers. (The wash hand basin and specials should be got approved by the Executive Engineer before use on works). 50 Supply and fixing in position of best Indian make white glazed earthernware lipped mouth flat back urinal of best quality and approved make of size 430mm x 260mm x 350mm with GI pipe, 32mm dia bell mouth PVC connection and waste pipe, 15mm dia GI pipe of required length, 15mm dia GM wheel valve, 15mm dia brass nipple 2 Nos., and fixing the urinals in position with necessary TW plugs, clamps, screws, etc., including dismantling masnory and re-doing the same to the original condition, etc., including painting the pipe with two coats of best quality approved synthetic enamel paint over one coat of red oxide primer and checked without any leakage etc. complete complying with standard specifications and as directed by the departmental officers.(The urinal should be got approved by the Executive Engineer before use on works.)(S.no.125a, P.No.43) 51 Painting new wood work with two finishing coats of synthetic enamel ready mixed paint of approved quality and colour over one coat priming coat in all floors including the cost of primer etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) 52 Painting new iron works such as gate, steel doors windowsventilatorswithtwo coats of approved quality and color of synthetic enamel paint over one coat of zinc chromite primer in allfloor etc, complete complying with standard specifications. 53 Electrical Arrangements 54 Wiring with 2x1.5 sqmm (22/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessoires with metal box and 6A 1way modular Switch in flush with wall with suitable modular front plate cover for making good of the concealed portion for PVC concealed light point /fan point for Electronic Regulator) (4 Points Per Coil) (Anchor Roma/Equivalent)( DATA A) 55 Wiring with 2 x1.5 sq.mm. (22/0.3) PVC insulated single core unsheathed copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with Module GI switch box in flush with wall with 6A one way module switch with module front plateand making good of the concealed portion with suitable colour for Concealed PVC Light point / fan point (for electronic regulator) ( 5 points / Coil) Lower End (DATA B) 56 Wiring with 2x1.5 sqmm (22/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessoireswith metal box and 6A 1way modular Switch in flush with wall with suitable modular front plate cover for making good of the concealed portion for PVC concealed light point /fan point for Electronic Regulator) (6 Points Per Coil) (Anchor Roma/Equivalent) (DATA -C) 57 Supply and fixing of single box type 420 W LED fitting with TW round blocks on wall or celling with PVC unsheathed Copper leads from terminals to the fitting. (DATA - D) 58 Supply and fixing of 1200mm (48) AC ceiling fan complete with stepped electronic 300W regulator with 300mm down rod on the existing clamp (SD 110 ) 59 Supply and fixing of 1200mm (48) AC ceiling fan complete with stepped electronic 300W regulator with 1 meter down rod on the existing clamp (SD 107) 60 Supply and fixing of 300mm (12) sweep (light duty) AC exhaust fan complete without provision of hole in the wall(SD 115) 61 Supply and fixing of louvers shutters arrangements for 300mm (12) sweep (light duty) AC exhaust fan (SD 120) 62 Supply and fixing of 375mm (15) sweep (heavy duty) AC exhaust fan complete without provision of holes in the wall (DATA E) 63 Supply and fixing of louvers shutters arrangements for 375 mm (15) sweep (light duty)AC exhaust fan.(SD - 121) 64 Supply and fixing of9 W LED bulb for BH point(DATA F) 65 Supply and fixing of WT bulk head fitting with guard suitable for 9W CFL LED Bulb with electrical connection. SD 84 66 Supply and fixing of Havells LED Low Bay 50W Fitting with MS Clamp Set with Bolt and Nut and to be suspended with SS Chain 32 mm width with End Hooks with PVC unsheathead Copper leads from terminals to the fitting. (DATA H) 67 Supply and fixing of 3 nos.6A two module 5 pin socket , 3 nos. 6A one module switch with module cover plate (plastic) on suitable module concealed Box ( GI ) in flush with wall with connections. Lower End (SD 390) 68 Supply and fixing of 8 way single pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 40 A DP MCB Isolator as incoming and 6 nos. 6A to 32A SP MCB as outgoing in flush with wall with earth connection only. Lower End (SD 515) 69 Supply and fixing of 1 no.6/16 A two module socket , 1 no. 16A one module switch with module cover plate (plastic) on suitable module concealed Box ( GI ) in flush with wall with connections. Lower End (SD 402) 70 Supply and fixing of 1 no.6A two module 5 pin socket , 1 no. 6A one module switch with module cover plate (plastic) on suitable module concealed Box ( GI ) in flush with wall with connections. Lower End (SD 378) 71 Supply and fixing of Four pole sheet steel enclosure with 1 no 30 A FP isolator on wall and necessary connection for motor control (DATA I) 72 supply and fixing of 24W LED 2x2 square type Recessed fitting with LED (Lower end) on false Ceiling with suitable hanging support from ceiling with PVC unsheathed copper leads from terminals to the fitting. (SD 440) 73 Wiring with 3 x1.5 sq.mm. (22/0.3) PVC insulated single core unsheathed copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with Module GI switch box in flush with wall with 6A two way module switch with module front plateand making good of the concealed portion with suitable colour for Concealed PVC pipe Stair case Light point Lower End (DATA D) 74 supply and fixing of 30W LED street light fitting with LED (Lower end) with 25mm dia. GI pipe (class B) with 1 no.25mm GI bend complete on the existing post/ on wall with PVC unsheathed copper leads with MS clamps and with painting . (SD 447) 75 Supply and fixing of 25 A flush type wallsocket in sheet enclosure with 32A DP MCB in flush with wall with earth connection (For AC Plug) (SD 143) 76 Supply and fixing of Havells JETAALBA - FLOOD LIGHT -70W LED Fitting with Necessary Wall Grouting clamps with Fixing bolts on ceilling with PVC unsheathed Copper leads from terminals to the fitting. (DATA J) 77 Supply and fixing of 450MM 18 Almonard Walla Fan on wall with connection. (DATA K) 78 Supply and fixing of 4 way vertical Triple pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 63 A 4P MCB Isolator as incoming and 12 nos. 6A to 32A SP MCB as outgoing in flush with wall with earth connection only. Lower End (SD 574) 79 Supply and Run of 2 of 2.5 sq.mm. (36/0.3) PVC insulated SC unsheathed copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with continuous earth wire connection of 2 X 2.5 Sq.mm Copper Wire and making good of the concealed portion with suitable colour. (SD 337) 80 Supply and Run of 2 of 4 sq.mm. (56/0.3) PVC insulated SC unsheathed copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with continuous earth wire connection by 2.5 sq.mm. PVC insulated SC unsheathed copper wire and making good of the concealed portion with suitable colour.(Data L) 81 Supply and run of 4 of 6 sq.mm. (84 / 0.3) PVC insulated SC unsheathed copper conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with continuous earth wire connection by 2 X 2.5 Sq.mm Copper Wireand making good of the concealed portion with suitable colour (Data M) 82 Supply and fixing of automatic electric water heater of 25 litres capacity suitable for 230V 50 c/s AC supply on suitable MS clamps with 3 core flex wire but without plumbing connection (SD 103) 83 Supply, erection,testing and commissioning of 1.5 Ton(4500 K.Cal/Hr) ABS Plastic split type Air conditioner confirming to is : 1391(part 2) 1992 Amdt No.1 to 2 fitted with Rotory compressor operating Refrigerant R.22/ Non CFC suitable for wall mounting for operating on 230 voltrs, 50 HZ single phase AC supply with star rating of 3 as per BEE specification and capable of performing the functions of1) Cooling 2) De humidifying 3) Air circulating4) filtering. 84 The installation works for the above split type AC units includes the followings. Mounting/fitting in door and out door units at the respective locations. 85 1. Laying Refrigerant pipe line of required length connecting both units after drilling hole/holes in the wall if required. Thickness of copper tubing shall not be less than 0.7mm. 2. Insulating the suction pipe with expanded polyethylene foam 5 mm tubing. 3. Laying 15mm dia Flexible PVC drain pipe to throw out. The condensate water being formed within Indoor unit. 4. Leakage testing the entire system with outdoor unit stand.5. Charging Refrigerant gas in the unit.6. Suitable electric wiring to be provided with 2.5 sqmm. PVC insulated copper wire between indoor and out door units up to 6 meters length and up to Switch within 3 meters of location of in door Unit. (Carrier/voltas) (DGS & D Rates) M 1986 86 Supply and installation of 4 KVA Capacity Automatic Voltage Stabilizer with time delay relay (M-1988) 87 Supply and Laying of 3 1/2 x 70 sq.mm. PVC armoured LTUG cable in suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good. (SD 662) 88 Supply and clarnping of 3-1/2 x 70. PVC LTUG armoured cable on post or on wall with MS clamps (SD 203) 89 Supply and frxing of brass cable gland for 3-1/2 x 70 sq.mm. PVC armoured LTUG cable with earth connection (SD 167) 90 Supply and providing cable end termination of 3-1/2 x 70 sq.mm. PVC LTUG aluminium armoured cable with necessary aluminium cable sockets by crimping etc with electrical connection complete (SD 216) 91 Supply and run of 2 of 1.5 sq.mm. (22 / 0.3) PVC insulated SC unsheathed copper conductor of 1100V grade in suitable PVC rigid pipe on wall and ceiling with continuous earth wire connection 14 SWG TC wire with painting of suitable colour (SD 55) 92 Supply and fixing of 100 A Three phase 500V 4 Pole Change over Switch on suitable angle iron frame work with MS cable entry boxes with earth connection only (SD 649) 93 Supply and fixing of TNEB metre board suitable for 3 phase 100A service connection made up of suitable angle iron frame work of size 2 feet x 1-1/2 feet using angle iron of size 1-1/2 x 1-1/2 x 1/4 rigidly fixed on wall covered with hylem sheet of size 2 feet x 1-1/2 feet of 12 mm thickness with necessary bolts and nuts supports and supply and fixing of 3 Nos. 100A fuse units (500V) 1 no. neutral link, copper earth flat of size 1 x 1/4 with inter connection of EB meter to fuse units by 16 sqmm PVC insulated copper wire with earth connection complete, (SD 133) 94 Earthing as per the ISI specification with an earth electrode of 2.10 metre Class B GI pipe of dia not less than 40mm with copper earth plate of size 125mm x 50mm x 6mm with necessary funneling arrangements with necessary masonry work and with 38mm RCC cover slab for the brick masonry (SD 211) 95 Supply and Run of 1 of No.8 SWG copper wire in suitable PVC rigid pipe on wall / floor / ground for earth connection (SD 371) 96 Supply and fixing of 8 way vertical Triple pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 100 A 4P MCB Isolator as incoming and 6 nos.63A TP MCB and 2 Nos 32A TP MCB as outgoing in flush with wall with earth connection only. Lower End(DATA N) 97 Supply and Run of 4 of 16 sq.mm (101/0.45) PVC insulated SC unsheathed copper conductor of 1100 V gradeon 7/20 GI wire for service connection mains (DATA O) 98 Supply and Run of 4 of 16 sq.mm (101/0.45) PVC insulated SC unsheathed copper conductor of 1100 V grade in25mm dia GI pipe (class B ) suitably bent at both ends with necessary angle iron upright and end support for service connection mains (DATA P) 99 Water Supply Arrangements 100 Supplying laying and jointing 50mm P.V.C pipes ( 10Kg/SqCm ) of approved quality and best variety conforming to I.S.S and with I.S.I mark, of the following sizes including cuttingand fixing to PVC specials using Adhesive but excluding cost of such specials makinggood the dismantled portions to original condition with necessary brick work and plastering wherever necessary with necessary scaffolding charges. below ground level upto 0.60m height. 101 Supplying and fixing in best 50mm Gate valve and all materials labour charges and cost of conveyance all including cost etc.,complete. 50mm Gate valve should be got approved by the Executive Engineer before use on works-1.00 No 102 Supplying, laying and jointing 25mm PVC pipes (having working pressure 10 kg. / sq.cm) of approved quality and best variety conforming to BIS of the following dia including cutting, threading and fixing PVC specials using PVC adhesives (but excluding cost of such specials) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges, etc., complete complying with standard specifications.The PVC pipes shall be got approved by Executive Engineer before use on works. 103 Supplying and fixing in position 15mm dia brass CP screw down tap / Pillar tap (heavy duty) of approved make conforming to BIS specifications and quality including cost of shellac, thread, etc., complete complying with standard specification and including cutting and threading wherever necessary.(Taps should be got approved by the Executive Engineer before use on the works) 104 Supplying and fixing position CI Nahani Trap / Floor Trap of the following 100 x 75mm sizes with best stainless steel gratings of approved brand and quality, fixed over a bed of brick jelly lime concrete 1:2:5 (One part of lime, two part of crushed stone sandand five part of 40mm gauge brick jelly) and finished with Cement Mortar 1:3 (One Cement, Three sand) including dismantling masonry works wherever found necessary and making good the dismantled portions to the original condition and giving connection to the CI / PVC pipes, etc., complete complying with standard specification. (The Nahani Trap should be got approved by the Executive Engineer before use on works) 105 Supplying and fixing best approved best quality brass CP soap tray of size 150 x 100mm including cost of teak wood plugs, brass screws, etc., complete complying with standard specifications.(The soap tray should be got approved by Executive Engineer before use on works). 106 Supplying and fixing approved best quality brass CP towel rail 600mm long and 20mm dia with brackets of same materials including cost of teak wood plugs and CP screws, etc., complete complying with standard specifications. (The tower rail should be got approved by Executive Engineer before use on works). 107 Supplying and fixing in position Indian make bevelled edge mirror of approved quality and brand PVC / Fibre Glass framed 600 x 450 x 5.5mm thick mirror, shelf type with hard board backing of approved colour fixed with brass screws, rawl plug, etc., complete complying with standard specification. (The mirror should be got approved by the Executive Engineer before use on woks) 108 Supplying and fixing in position CP shower rose with CP stop cock arrangement of size 15mm dia inlet and 100mm outlet to the pipe line with necessary cutting, threading and jointing using shellac etc., complete complying with standard specification and as directed by the departmental officers (The CP shower rose should be got approved by the Executive Engineer before use on works). 109 Supplying PVC Specials (with working pressure 10 kg. / sq.cm.) in water supply arrangements (both in internal and external water supply arrangements 110 50 mm dia 111 Elbow 112 Bend 113 Tee 114 Coupler 115 25 mm Dia 116 Elbow 117 Bend 118 Tee 119 Reducer 25 mm x 20 mm 120 Coupler 121 Supply and providing 2000 litres capacity Priming Tank made up of PVC. Make: SINTEX / EQUIVALENT M-0540 122 Supplying and fixing in position best quality PVC soil / waste pipes of various dia having 6 kg / sq.cm. pressure BIS mark and providing leak proof joints using PVC adhesives including fixing to the wall with special PVC / MS clamp, teak wood plugs, brass screws, etc., and making connection to all sanitary fittings, dismantling masonry / RCC works wherever found necessary and making the good dismantled portion to the original condition, including testing for any leakages, etc., complete complying with standard specifications.(The PVC pipes should be got approved by the Executive Engineer before use on works). The rate for earth work excavation will be measured and paid separately in the cases where the pipe lines are proposed to laid below ground level 123 Supplying PVC Specials (with working pressure 10 kg. / sq.cm.) in water supply arrangements (both in internal and external water supply arrangements 124 110 mm Dia Special 125 Elbow 126 Elbow with Door 127 Bend 128 Tee 129 Tee with Door 130 Supplying and fixing PVC ventilating shaft of 110mm dia (having working pressure 4 kg. / sq.cm) with 3 metre height including cost of PVC cylindrical cowl of best approved quality etc., complete complying with standard specifications and as directed by the departmental officers 131 Supply and fixing of stored pressure ABC (Mono Ammonium Phospate) Powder Type Fire Extinguisher of 6 kg. capacity as per IS:15683 with pressure gauge, discharge hose & control nozzle, wall mounting bracket, safety clip etc., including conveyance, all incidental charges, neccessary scaffolding and re-doing the dismantled portions to its original condition wherever found neccessary etc, complete as per standard specification and as directed by the Departmental Officers. Make: EXCELLENT / SAFETY FIRST / EQUIVALENT M-0851 132 Supply and fixing of Carbon-di-Oxide Gas Type 2 kg. capacity Fire Extinguisher as per New IS15683, complete with control valve, discharge hose with horn, wall mounting bracket, safety clip etc., including conveyance, all incidental charges, neccessary scaffolding and re-doing the dismantled portions to its original condition wherever found neccessary etc., complete as per standard specification and as directed by the Departmental Officers. Make: EXCELLENT / SAFETY FIRST / EQUIVALENT M-0852 133 Bore well 134 Drilling od 150mm dia pilot bore well in sedimentary areas by using CalyxRig any where in thanjvur district including transportation to anoher plce in alluvial soil or sedimentary strata of clay and sand stone ,shale ,pepples boulders ect by taking a pilot bore well of 140/150mm dia and then enlarging to required dia by direct or rotray drilling mud circulation method usingrotray rig, including cost og bendinite mud for drilling at the site site shown by the TWAD board officers including construction of mud pit WD-W0783/ P-198 135 Reaming from 200mm dia pilot bore in to 400mm dia bore as directed by TWAD Board officers. WD-W0805/ P-199 136 Labour charges for inserting ofPVC casing pipe in the drilled hole( With slots and without slots) includingjointing the couplers with cement paste and packing the annular space with pebbles of approved quality. As approved by the Executive Engineer. WD-W0830/ P-201 137 Charges for developing the Bore well with compressor of 600 cfm capacity(Minimum8 hours) including trasportation ,Labour,Fuel ectfor compressor as directed by the TWAD Board officers. WD-W0833/ P-201 138 Supply and delivery of unplasticisedPlain casing pipe of the following diameters in 3m lengtheach as per ISI 12818/1982 to suit deep borefrom 80m to 250m depth(CM)for delivery at site including loading and unloading,frieght,transit insurance and inclusive of all taxes ect.complete. 139 200mm dia PVC casing pipe (CS)WD-M0030/ P-06 140 200mm Dia PVC clatted pipeWD-M0032/ P-06 141 200mm PVC End capWD-M0030/ P-06 142 MSTop End cap WD-M0738/ P-195 143 Charges for Geophysical charges 144 Supply and delivery ofOpen well Horizontaltype Submersiblepump set conforming to IS 14220 /94capable of discharging the following duties due to all causes . The pump shall be with stainless steel shaft and dynamically balanced bronze mixed type impeller and brass screws with ISI mark,. The pump suitable for installation in sump with 1.1KV.grade 3 coresuitable copper flat submersible cable to a length of 15metres with necessary cable joints.The non-return valve located at the top of the pump in the discharge outletconnection is to be designed with minimum friction .The pump should be directly coupled to 2880 rpm, 3 phase, 50 Hz, 415V+6% & 415V-15% squirrel cage induction motor suitable for ATS starting and for continuous operation The pump set should be provided with 5m length of suitable size PVC insulated copper flat cable for connecting the pump set, starter & Isolator. including cost ofitem 1.B50 lpm x 50m HeadWD-M1614/ P-103 145 Supply, delivery of fully auto transformer starter with single phase preventor with Ammeter etc., complete50 lpm x 50m HeadStarter WD-M1909/ P-119 146 Supply, delivery of 1.1 KV grade, 3 core PVC insulated PVC sheathed, Submersible copper cablewith ISI marking conforming to IS 694/1900 of reputed make. 2.5 sqmm copper cable WD-M1974/ P-119 147 Supply and delivery of GI pipesand GIspecials for pumpset erection work. 148 100mm GI pipeWD-M0492/ P-27 149 100mm GI Elbow WD-M0594/ P-32 150 100mm CI Foot valveWD-M0065/ P-223 151 100mm CI Sluice valve WD-M1072/ P-57 152 100mm Heavy longCoupling WD-M1974/ P-32 153 100mm GI Flange set WD-M1974/ P-32 154 110mm PVC threaded couplerWD-M0058/ P-08 155 M.S. Bolt & Nut WD-M0589/ P-31 156 Rubber insertion sheetWD-M0591/ P-31 157 M.S. Clamp setWD-M0617/ P-32 158 Labour charges for erection of2.0 HP submersible pumpset in the borewell 159 Errection of 2.0 HP submersible WD-W0855/ P-203 160 Supplying and erecting in position of following liters capacity Industrial Model Reverse Osmosis Water-cum- Purifier to deliver Potable Water with World Health Organisation (WHO) Standards with following accessories. 161 (a) MS Skid - 1 No.(b) Media 11054 No. Vessel with 20 nb Multiport Valve (with Media Pubble and Fine Sand and Activated Carbon Filling) set(c) Feed Pump 0.50 HP – 1 No.(d) Vertical Pump 2-9, 2.00 HP / Single Phase – 1 No.(e) Membrane 40 x 40 filmtech (or) equilaents / Osmonic (USA) - 1 No. and Membrane Pressure Vessel 40 x 40 -1 No. & Pressure Gauge - 2 Nos.(f) Flow Meter - 1 No. 20” Filter with Housing - 1 No. Low Pressure Switch - 1 No.,Level Switch - 1 No. &Necessary CPVC Pipes and Fittings.The system shall be provide with Two Panel Control System with necessary Stainless Valves and Fittings and Float Control etc. The rate should be inclusive of all civil works, wherever necessary to install theSystem in position and intact. (M-0723) - 500 Ltrs 162 Providing Anti-termite treatment to soil adjecent and under building foundation, plinth periphery of the building by application of chemicals of IS 63613 part I to IV in stages to suit the progress of work consist as per the detailed specification as below.Including breaking of termite mounds, making holes with crow bar, closing the holes after the treatment and including cost of chemicals, labour charges, transport and storing etc., complete and as directed by the departmental officers. 163 Supplying and fixing in position CI manhole covers with CI frames (Heavy duty) of size 60cm x 60cm of best approved quality as per standard specification etc., complete compying with standard specifications.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Trust & NGO No of Bidders 2
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15.
Power #10218452 Price Bid
Work Contract For Supply Of Sundry Materials Transportation Earthing Arrangements Electrification Of Control Room Building Furnitures Required Towards Establishment Of New 33 Kv Ss At Airport Staff Quarters-- 1 SUPPLY OF MATERIALS 2 MS Channel 100mm x 50mm 3 MS Angle 65mm x 65mm 4 MS Flat 50 x 8mm 5 MS Rod 40mm dia 6 33kV, 1X630 Sq.mm, Aluminium Clamp 7 11kV, 1X630 Sq.mm, Aluminium Clamp 8 Rubber Mat 9 Plastic Name Board ( Feeder Name, LC board, Back charged etc.,) 10 33kV & 11 kV breaker name plate details stickers 11 First aid box 12 Wall clock 13 Entrance Floor Mat 14 Welcome Mat 15 Schematic layout board ( wooden / plastic / Aluminium) having the size of 1200mm x 600 mm and board covered with 3mm thick achorlic transparent sheet. 16 Earthing layout board ( wooden / plastic / Aluminium) having the size of 1200mm x 600 mm and board covered with 3mm thick achorlic transparent sheet. 17 TRANSPORTATION & LABOUR WORKS 18 Labour charges for transporting the 33KV VCB Panel having 2m to 2.5m height and 3m length and weighing of about 3.5 tonne carefully from CDC Stores to newly proposed 33/11kV indoor SS at Airport staff Quarters Chennai. including loading and unloading moving safely by use of cranes. This includes moving the package from inside the store shed to its ramp and inside to the substation control room(Transformer Panel 2 nos., + Feeder Panel 4 Nos + Bus coupler and adaptor panel) 19 Labour charges for transporting the 11 KV VCB Panel having 0.9m width 3m height and 2.5m length and weighing 1.5 tonne carefully from CDC Stores at Ambattur to newly proposed 33/11kV indoor SS at Airport staff Quarters, Chennai. including loading and unloading moving safely by use of cranes. This includes moving the package from inside the store shed to its ramp and inside to the substation control room. (Transformer Panel 2nos., Feeder Panel 8 nos., Bus Coupler and Bus Adopter) 20 Labour charges for marking on the floor and chipping of foundation holes in complete alignment embadding of channel for erection of breaker and grouting the 33kV VCBs. 21 Labour charges for marking on the floor and chipping of foundation holes in complete alignment embadding of channel for erection of breaker and grouting the 11kV VCBs 22 Labour charges for drawal of 33kV,1X630 Sq.mm, XLPE, UG, Cable from CDC Stores at Ambattur and Transporting to work site in lorry and laying the same in side duct from power transformer I &II to HV breaker I & II 23 Labour charges for drawal of 11kV,1X630 Sq.mm, XLPE, UG, Cable from CDC Stores at Ambattur and Transporting to work site in lorry and laying the same in side duct from power transformer I &II to LV breaker I & II 24 Labour charges for drawal of 1.1kV armoured copper control cable from CDC Stores at Ambattur and Transporting to work site in lorry and laying the same in side duct on G.I.Tray for SS equipments. 25 EARTHING ARRANGEMENTS 26 Labour charges for drawal of 40dia M.S rod from departmental stores and transporting to worksite inlorry (including loading & Unloading) and labour charges for auguring to a depth of 6mtr/20ft and fixing the M.S round rod 40mm dia board supply and making M.S Clamping arrangement in top of the rod and 4nos 12mm dia holes in clamp for inter linking of M.S. flats in any kind of soil and fixing with GEM and burried in ground and as directed by site in charge. (Ground Enhancement Material to be supplied by the contractor )(6m x 12Nos = 72mts) 27 Labour charges for drawal of M. S. flat of size. 50mm x 8mm from departmental stores and transporting to worksite in lorry (including loading & and Unloading) and labour charges for laying, cutting welding and painting of MS flat of size 50 x 8 mm and interconnecting . The plate should be burried at a depth of 2 feet depth or laid in duct as per site conditionand clamped out one meter Interval. M.S flat will be supplied by the board and painted with twin coat redoxide and enamal green paint before laying and as directed by site in charge. (as per drg.) 28 FABRICATION AND ERECTION OF GI TRAY 29 Fabrication and Supplyof GI Tray for the size of 300mm x 75mm for laying of control cables 30 Labour charges for erection of GI Tray for the size of 300mm x 75mm for control cables. 31 Anchor fast 32 Fabrication and Erection of L Clamp 33 ERECTION AND COMMISSIONING OF BATTERY 34 Erection of Battery, filling of acid and connecting the cables of the battery, Battery charger, AC and DC panels. 35 Battery initial charging, discharging and charging works 36 Transportation charges for Battery set from stores to company for initial charging and back to work site. 37 SUPPLY, ERECTION,TESTING & COMMMISSIONING OF FIRE ALARM & SMOKE DETECTOR 38 6 Zone Fire Alarm Control panel - 4 wire system. 39 Smoke Detector 40 2c x 1.5 sqmm un armoured copper control cable 41 Hooter. 42 Manual Call Point. 43 SUPPLY OF FIRE EXTINGUISHERS 44 25 Kg capacity Dry Chemical Powder Fire Extinguisher (Trolley Mounted) 45 9 Kg capacity Dry Chemical Powder Fire Extinguisher 46 6 kg capacity ABC type Fire Extinguisher 47 9 Lts capacity Foam type Fire Extinguisher(Stored Pressure Type) 48 Fire Bucket 10 Kg (for Water & Sand) 49 Fire buckets Stand. 50 T & PANDSCIENTIFIC INSTRUMENTS 51 Megger 1000V Make: Meco, Bosch 52 Multimeter AC o to1000 V Make: Meco, Bosch 53 Hot blower 500W Make: Meco, Bosch 54 Vaccum Cleaner -15Ltr Make: Meco, Bosch 55 Self supportAlu.Ladder(6 feet) Make: JEYES 56 Spanner Set(Ring, Double End, Socket set) Make: Taparia, Stanley 57 Steel clerks table with single drawer and cabinet on the right side of size42x24x30 Make:TANSI 58 SteelS type Chairwith arm. Make:TANSI 59 Steel Half Benchwith L top of size 36x15x18 Make:TANSI 60 SteelStoolof size 15x15x18 H Make:TANSI 61 Steel Side RackO Type with 4 shelves including Top and bottom forming 3 compartments of size 36x33x12Make:TANSI 62 Steelsenior plain cupboard with 4 shelves forming 5 compartments of size78x36x19 Make:TANSI 63 ELECTRIFICATION FOR CONTROL ROOM BUILDING 64 Providing point wiring for lights, fans, exhaust fans, yard lights, street lights, etc., using with 2 runs of 2.5 sq.mm FRLSH, single core, multistrand copper wire (one for phase and one for neutral) and with one run of 1.5sq.mm FRLSH, single core, stranded, copper wire for looped earthing (green colour) in not lessthan 2mm thick 25mm dia PVC conduit, ( ISI marked ) with necessary bends, tees, junction box and 3way ceiling rose etc., and including supplying and fixing 6A single pole flush type switch housed in manufacturers PVC / Zinc passivated surface box with cover plate. The 4 sq.mm FRLSH, single core, stranded, copper wire should be run from DB to switch boxes for running main Circuit. All the materials supplied should have ISI mark on it. The point rates quoted includes the cost of the materials and labour for wiring. Neutral wire for each point should be run individually from Switch board to point outlets. No looping of Neutral is allowed. Change of fittings, points for light and fan as per requirement of the site condition also to be done. The 4 sq.mm FRLSH, single core, stranded, copper wire should be run for pump motors from AC panel and switch board. Fan hooks wherever not provided the same to be provided. Fan points should be with electronic regulators. All terminations shall be made with suitable copper socket and identification ferrules must be provided in switch boxes, AC & DC panel boards. The height of the light fittings and ceiling fans shall be 2.5 mts. and 2.75mts from finished floor level reapectively or as directed by the engineer incharge. 65 Supply and providing wiring to twin tube light points, wall mounted points, ceiling points, yard light point, ceiling fan point, exhaust fan point etc., using with 2 runs of 2.5 sq.mm FRLSH, single core, multistrand copper wire (one for phase and one for neutral) and with one run of 1.5 sq.mm FRLSH, single core, stranded, copper wire for looped earthing (green colour) in not lessthan 25mm dia 2mm thick PVC rigid conduit, (ISI marked) with necessary accessories. including supplying and fixing of 6A modular switch housed in manufacturers PVC surface box with cover plate.The colour coding shall be followed. 66 1 point controlled by 1 switch for ceiling lights,yard lights, sign board lights, exhaust fans etc.,1. 1x18W LED Celling Light 2 Nos. 2. 2x20W Surface Light 5 Nos 31x100W LED Ceiling Light 5 Nos 4. Sign Board Light 3 Nos 5. Gate Light 2 Nos 6. Yard Light 7. Exhaust Fan5 Nos 67 same as item no.1 for 2 points controlled by 1 switch for Control room lights, street light etc., 1. 1x20W LED wall Tube Ligh 18 Nos 2. Street Light 08 Nos 68 same as item no.1 for ceiling fan point with stepped type electronic speed control 69 Supply and providing wiring to 6A plug point using two runs of 2.5 sq.mm PVC insulated FRLSH, single core,multistrand copper wire along with 1.5 sq.mm PVC insulated FRLSH, single core,multistrand copper wire for earthing and also including supplying and fixing of 6A modular switch and 6A 5pin socket housed in manufacturers PVC surface box with cover plate.The colour coding shall be followed. (6A Plug Point) 70 Supply and providing wiring toduct light, 5 lights controlled by one switch arrangements using two runs of 2.5 sq.mm PVC insulated FRLSH, single core,multistrand copper wire along with 1.5 sq.mm PVC insulated FRLSH, single core,multistrand copper wire for earthing in not lessthan 25mm dia 2mm thick GI rigid conduit, ( ISI marked ) with necessary accessories, including supplying and fixing of 6A modular switch housed in manufacturers PVC surface box with cover plate.The colour coding shall be followed. (Duct light point) 71 Supply and providing wiring to 6Nos Heater pointusing two runs of 4 sq.mm PVC insulated FRLSH, single core,multistrand copper wire along with 2.5 sq.mm PVC insulated FRLSH, single core,multistrand copper wire for earthing in not lessthan 25mm dia 2mm thickness GI rigid conduit, ( ISI marked ) with necessary accessories, including supplying and fixing of 16A modular socket controlled by 16A modular switch housed in manufacturers PVC surface box with cover plate at 5 height and connections and arrangements shall be made 3 points controlled by one circuit from AC panel. The colour coding shall be followed. ( Heater point) 72 Supply and wiring with 2 runs of 4 sq.mm PVC insulated FRLSH, single core,multistrand copper wire along with 1.5 sq.mm PVC insulated FRLSH, single core,multistrand copper wire for earthing in 2mm thickness PVC rigid conduit not lessthan 25mm dia for running circuit main from DB to all switch boxes. Neutral should not be looped. Neutral in black and earthing in green to be followed. 73 Supply and providing wiring to motor room points from motor to starter and switch boxes using two runs of 4sq.mm pvc insulated single core,multistrand FRLSH,copper wirecopper wire along with 2.5 sq.mm pvc insulated single core,multistrand FRLSH,copper wire for earthing inside the PVC rigid pipe not lessthan 25mm dia with 2mm wall thickness and also including supply and fixing of 16Amps double pole MCB switch with metal enclosure and connections. 74 Supply, installation, testing and commissioning of switch board and wiring 5runs of 4 sq.mm PVC insulated single core,multistrand FRLSH copper wire(R,Y,B,N&E) inside not lessthan 2mm thickness 25mm dia PVC rigid pipe and connections with 63A FP MCB with suitable metal enclosure for 2 Nos battery charger. (Battery charger Point) 75 Supply, installation, testing and commissioning of change over switch and wiring with 4runs of 4 sq.mm PVC insulated single core,multistrand FRLSH copper wire along with 1.5 sq.mm PVC insulated single core, multistrand FRLSH copper wire for earthing inside the PVC rigid pipe not lessthan 25mm dia with 2mm wall thickness and connections with 63A FP change over switch with suitable metal enclosure for 2nos battery charger. 76 Electrical light fixtures. 77 Supply, installation, testing and commissioning ofWall Mounted 1x20W LED Light fitting on suitable TW round block with necessary fixing accessories and connections Control room, Battery room and Toilet. 78 Supply, installation, testing and commissioning ofWall and Ceiling Mounted2x20W LED Light fitting on suitable TW round block with necessary fixing accessories and connections for Control room. 79 Supply, installation, testing and commissioning ofCeiling Mounted LED 1x20W Decorative surface Light fitting with necessary fixing accessories and connections for Toilet, Stair case entrance,etc., 80 Supply, installation, testing and commissioning of LED 1x10W Bulk head fitting with necessary fixing accessories and connections for Duct lighting 81 Supply, installation, testing and commissioning of water proofing LED 1x120W light fitting with necessary GI pipe and fixing accessories and connections for Tr.yard lighting. 82 Supply, installation, testing and commissioning of water proofing LED 1x100W light fitting with necessary GI pipe and fixing accessories and connections for Name board lighting. 83 Supply, installation, testing and commissioning of water proofing LED 1x25W street light fitting with necessary GI pipe and fixing accessories and connections for outside path way lighting. 84 Supply, installation, testing and commissioning of water proofing LED 1x25W Gate light fitting with necessary GI pipe and fixing accessories and connections for entrance. 85 Supply, installation, testing and commissioning ofCeiling Mounted LED 1x100W (2x2) Decorative surface Light fitting with necessary fixing accessories and connections for Control room. 86 Supply, installation, testing and commissioning of 1200mm (48) AC ceiling fan complete set with electronic regulator and suitable down rod at 3 mts above floor level with connections etc., 87 Supply, installation, testing and commissioning of 300mm (12) dia light duty AC Exhaust fan with necessary wall bracket, louver shutter arrangement, fixing accessories, making hole if necessary and connections for toilet. 88 Supply, installation, testing and commissioning of 450mm (18) dia heavy duty AC Exhaust fan with necessary wall bracket, louvers shutter arrangement, fixing accessories, making hole if necessarymaking hole if necessary and connections for control room and battery room. 89 Supply, testing and handing over the portable re-chargable 4W Emergency light 90 Supply, installation, testing and commissioning of 1000W Space Heater For panel heating purpose 91 AC Panel Board. This specification read in conjunction with general specifications covers the supply, installation, testing & commissioning of AC Panel Board suitable for 415V, 3 phase, 4 wire, 50Hz distribution system. The panel shall be IP 44,Free standing , Floor / Wall mounting , Vermin Proof , CRCAsheet metal enclosed, flush front with copper busbars, with 35 kA for 1 second rating , as per SLD,separate earth bus shall be provided throughout the length of the panel. The sheet steel fabricated panel made out of 14 SWG ( Shell & Door )/ 16 SWG ( Internal Partition ) CRCA Sheet steel fuly treateed by 7 tank process and powered coated with 60 to 70 Micron finish. only gavanised , zinc passivated hardware shall be used for assembely . The incoming and the outgoing feeder breakers, switch fuse units, change over switches, indicating lamps, meters etc., shall be accommodated in a modular multitier arrangement. A minimum of 400mm clearance shall be given from the floor level to the bottom most termination point. Adequate size cable alley & Busbar Chambers shall be provided with in the panel and at the back for easy bending and terminations. The outgoing feeders inside the panel shall be connected through solid busbars / Flexible cable links depending upon the current rating. Busbars shall be provided with PVC heat shrinkable sleeves . The panels shall be suitable for cable entry from top / bottom. Necessaary MS channel support & anchor fastner including all hardwares are included in the scope of electrical contractor. ( Please ref SLD enclosed ) 92 Supply, installation, testing & commissioning of AC Main Panel Board as per specification and drawings enclosed.The panel board comprises the followigs: 1. 100A, Bakelight Cut Out Fuse 6 nos 2. 100A, Neutral link 2 nos. 3. 100A Four Pole Change over switch 1 no. 4.Neon lamp indicator with control 9 nos 5.25sq.mm pvc insulated copper wire 10mts 6.25x4mm eletrolite copper flat5 Kgs 7.Voltmeter (0-500 V)1 No 8.Voltmeter selector switch1No 10.100A MCCB 25kA 1No 11. 63A TPN MCB 25kA1 No 12. 32A TPN MCB 25kA 6 Nos 13. 32A DP MCB10kA 3 Nos 14.16A SP MCB 10kA 12 Nos 15. Surge protection device1 No 16. Contactor 1 set 93 DC Panel Board. This specification read in conjunction with general specifications covers the supply, installation, testing & commissioning of DC Panel Board suitable for 110V, 3 wire distribution system. The panel shall be IP 44,Free standing , Floor / Wall mounting , Vermin Proof , CRCAsheet metal enclosed, flush front with copper busbars, with 35 kA for 1 second rating , as per SLD,separate earth bus shall be provided throughout the length of the panel. The sheet steel fabricated panel made out of 14 SWG ( Shell & Door )/ 16 SWG ( Internal Partition ) CRCA Sheet steel fuly treateed by 7 tank process and powered coated with 60 to 70 Micron finish. only gavanised , zinc passivated hardware shall be used for assembely . The incoming and the outgoing feeder breakers, switch fuse units, change over switches, indicating lamps, meters etc., shall be accommodated in a modular multitier arrangement. A minimum of 400mm clearance shall be given from the floor level to the bottom most termination point. Adequate size cable alley & Busbar Chambers shall be provided with in the panel and at the back for easy bending and terminations. The outgoing feeders inside the panel shall be connected through solid busbars / Flexible cable links depending upon the current rating. Busbars shall be provided with PVC heat shrinkable sleeves . The panels shall be suitable for cable entry from top / bottom. Necessaary MS channel support & anchor fastner including all hardwares are included in the scope of electrical contractor. ( Please ref SLD enclosed) 94 Supplying and fixing,testing & comissioning of DC Panel board as per specification and drawing enclosed. 1.63A DP MCCB 25kA 1No 2.63A HRC fuse with holder 2 nos 3. 150A copper bus bar 3 Nos 4.50 sq.mm FRLSH copper wire 4 mts 5. 10 sq.mmFRLSH copper wire 4 mts 6.Voltmeter (0-150V) 1 no 7. Voltmeter selector switch 1 no 8. 32A Bakelite connector 16 nos 9. 32A DP MCB 10kA 8 nos 10.Contactor 1 set 11. Neon lamp indicator with control 1 no 95 Supply and installation of 17.2mm dia 3Mt long low carbon steel earth electrode bonded with 250 micron copper with GI clamp to be installed in a suitable bore and filled with 50 Lbs of carbon bond envoirnment friendly back filling compound. An RCC trough of size 300x300mm shall be provided with RCC cover for protecting the electrode for AC and DC Panels. 96 FABRICATION OF 33KV BUS ADAPTER PANEL 97 Fabrication, Supply and Erection of 33KV bus adapter panel having a size900x1400x1400 mm using with 2.5mm thickness CRCA M.S. sheet. The adaptor box shall be painted with 7 tank process powder coating and color coating shall be Ivory/Siemens gray. The busbar rating shall be 2000A current rating electrolite copper bus bar each phase with 33kV class HS sleeves and supporting insulatorto interconnect the new 33KV VCB panel with existing 33kV VCB includingCutting,Welding, Brasing & Drilling and finishing. The erection of adaptor work shall be executed under LC and co.ordinated with the engineer incharge. (At source end Airport staff Quarters) 98 GST For bidders within Tamil Nadu Note: Builders within Tamil Nadu shall enter values seperately for SGST and CGST and shall enter the value as Zero for IGST
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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16.
Housing Urban and Rular Development #10217851 Price Bid
Tender For Redevelopment Of Murasoli Maran Park North Located At Perambur.; 1 Dismantling plain cement concrete work and clearing the debris etc., complete as directed by the engineer-in-charge 2 Dismantling GI Sheet with posts 3 Dismantling the existing brick or stone masonry work in cement mortar under 3m high including clearing away and carefully stacking materials useful for re-use etc., complete as directed by the engineer-in-charge 4 Dismantling R.C.C.works,carefully clearing away the debris as directed during execution. The dismantling of concrete as per PWD schedule of rates are to be adopted wherein a part part of the concrete only is to be dismantled and the remaining part of the concrete has to be retained structurally safe. 5 Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by thedepartmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification. 6 Narrow Foundations for building & culvert - First Depth Upto 2m 7 Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. 8 Refilling with excavated earth in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification. 9 Supplying and filling with earth up to 10 Km for foundation and basement, etc., including watering and consolidating, etc., complete complying with standard specifications and as directed by the engineer-in-charge 10 Construction of Wet Mix Macadam 150 mm compacted thickness in two layers by providing laying , Paving , and compacting of aggregate gradation satisfying to Table 400-13 of MORTH and satisfying he physical paraemeteres as per MORTH Table 400-12, mixing in a Wet Mix Plant of 200 tonne capacity at OMC , carriage of mixed material to work site and laid in sensor pavers tc the required line and grade as per the drawing and compacted with vibratory roller of 8-10 tonne to achieve the desired density of 98% of Maximum dry density and as per the direction of the Engineer In-Charge of work 11 Supplying and filling of well gravel by lorry in basement filling including conveyance loading and unloading charges and all other incidential charges filling laying watering and consolidation etc., complete as directed by the Dept., Officers with standard specification. 12 Supplying and filling in foundation, basement, etc with Crushed Stone sand filling in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. 13 Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification 14 Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oakjoists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid). 15 Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid). 16 For plane surfaces such asrectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing, etc. 17 For column footing plinth beam bed blocks templates staircase, steps piers, raft beam, raft slab etc. 18 Providing and laying in position, Standardised Concrete Mix M-25 Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kg/mᶾ and maximum water cement ratio of 0.50, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers.The coarse and fine aggregates to be used should comply with the requirements of IS Standards.(No separate payment will be made by the Department for the excess usage of materials). 19 Foundation and Basement 20 For Ground Floor 21 Providing and laying in position, Standardised Concrete Mix M-30 Grade using In-situ Concrete batching plant/ Ready Mix Concrete (RMC) adopting weigh batch method in accordance with IS:456-2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m’) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including Conveyance of concrete from batching plant to Work site, Electricity charges and other works & labour cost involved for concrete production, laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). 22 For Foundation and basement 23 For Ground floor 24 Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification.(Contractor has to make his own arrangements for the supply of steel and binding wire) 25 Supplying,fabricating and errectingStainless steel (Grade SS316) Channel fabricated and connecting with plates of 6 mm thick. The rate inclusive of cost of Stainless steel Channel section, plate, cleat angle, necessary bolts and nuts, labour charges for welding, fabricating & erectingetc., complete and as directed by the departmental officers. 26 Random Rubble in Lime Mortar etc., Complete complying with standard specification and as directed by the Departmental Officers. 27 For Foundation and basement 28 For Ground floor 29 Brick work in Cement Mortar 1:3 using best quality of Second Class Ground Moulded Chamber Burnt Bricks 9 x 4-3/8 x 2-3/4 for foundation and basement including curing, etc., complete complying with standard specifiction. 30 For foundation & basement 31 In Ground floor 32 Outer Plastering with Cement Mortar 1:4 (One cement and Four sand), 20mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers. 33 Painting two coats of newly plastered wall surface with ready mixed Exterior emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification. 34 Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors excluding cost of priming coat etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) 35 Paving the floor/dadooing with best approved quality fine polished Granite Stone Slabs of size 1200 x 600 of 18 / 20mm thick of Jet black with machine cut edges laid over a cement mortar bed of 20mm thick using cement mortar 1:3 (One cement and three sand) fixing the slabs with required cement slurry and laid in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments etc., The granite stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work, etc., complete as per standard speicification 36 Paving the floor/dadooing with best approved quality fine polished Granite Stone Slabs of size 1200 x 600 of 18 / 20mm thick of Flamed steel grey granite slab with machine cut edges laid over a cement mortar bed of 20mm thick using cement mortar 1:3 (One cement and three sand) fixing the slabs with required cement slurry and laid in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments etc., The granite stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work, etc., complete as per standard speicification 37 Nosing the granite slab - single nosing as directed by the engineer-in-charge 38 Supplying and fixing of M.S.grill of approved design for grill gate, grill work to doors and windows openings ramp etc., using necessary mild steel flats for inner and outer members which should be fixed on edges including priming coat of best approved quality red oxide primer etc., complete complying with standard specification. 39 Providing and fixing of Aluminium Composite Panel (ACP) 4 sided having 50 x 25 x 1.50mm frame work vertical and horizontals out of specially designed extruded sections withstand wind pressure of 180 Kg/sq.m and fabricated fixed at all level elevation and heights.The extruded section cutting and fixing required space extruded section shall be of 6063 and alloy of BSH 9 confirming T is – 63400 rate shall included to fix the main frame with necessary clamps, fasteners, bolt nuts etc.The main frame of extruded section shall be of 22843 & 22739 (H9) grade conforming to BS 4174 (or) IS 8147.Rate shall included 4mm thick ACP sheet (0.25 + 3.5 + 0.25) alstrong or equivalent fixing with spacer tape and the ACP sheet bounded with special type structural sealant of dow corning 789 or equivalent in dust free conditions the gaps between ACP sheet to be filed with whether sealant and backer rod or 12mm foam sheet to ensure water and air tightness in all complete complying with standard specification as directed by the departmental officer 40 Supplying, fabricating, erecting structural steel work for roofing welded or bolted type using MS channels, angles, plates and round bars etc. conforming to IS specification including primer coating and enamal painting as per Design given by the departmental officers etc, complete as per standard specification 41 Art work as per the direction of department official, over Oil Painting with first class quality and approved colour including a priming coat with thorough scrapping clean removal of dirt., etc., complete and including necessary plaster of paris, putty, etc., wherever required (Relevent ISI STD), excluding putty works. 42 Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia Stainless Steel pipe post of 1.00mm thick as vertical at 900mm centre with 2 Nos. of 25mm dia intermediate horizontal stainless steel pipe of 1.60mm thick in between.The vertical pipe has to be welded to the 100 X 100 X 6mm MS base plate encased in the base concrete.The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance, electrical charges, etc. complete 43 Providing granolithic floor finish of 50 mm thickness with plain cement concrete 1:2:4 (One Cement, Two sand and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panellingwherever necessary and as directed by the departmental officers) 44 SOLID BLOCKS 40X20X20 CM Supplying and fixing Solid Blocks of following size confirming to S.S. 2145-1965 (including jam blocks closers etc.) made in CC 1:3:6 (One Cement Three Sand and Six HBSJ 6 mm) in CM 1:5 (one cement and five sand),for masonry wall partition wall including curing neat finishing etc. complete 45 Best Tiled roofing with Mangalore tiles, set in lime mortar 1:2 over flat tiles (15cm x 15cm x 12mm) and including teakwood reepers (50 x 12 mm), etc., complete as per standard specifications and directed by the engineer-in-charge 46 Supply and fixing ofPortable Store room of size8x8x7 and type PUF with following specifications:Structure: The supporting column at corners is made out of SHS 70mm pipe welded between The top and Base frames. The structural base frame work made out of 2mm thick SHS 70 pipe as peripheral frame work and RHS 60 x 40, RHS 60 x 40 & SHS 25 as intermediate support to Form a grid of 600mm x 600mm both ways to support the flooring. The structural Top frame work made out of 2mm thick RHS 60 x 40 pipe as peripheral frame work and RHS 60 x 40 & SHS 40 as intermediate support at an interval of 1200mm to support the roof. with 150mm Extended Leg in all Corners (Column)Flooring: The 18mm Cement particle Board place on the top of Bottom frame and Proper fasteners with Vinyl flooringRoof: The roof panels shall be made of TCT Pre coated Profile steel sheets on both side and inner portion made of PUF. Total thickness of roof panel shall be 30mm. With single side slope of roofWall:The Wall panels shall be made of TCT Pre coated Profile steel sheets on both side and inner portion made of PUF. Total thickness of roof panel shall be 50mm.Door:Standard Puf panel Door-1 No with Pad Lock out side and Altrop insideElectrical: Switch and Socket-2No’s, Tube light-1No’s inside, outside Bulk head fittings 1No.Complete, etc., as directed by the engineer-in-charge 47 Supply and fixing of Portable Security Cabin of size 6x6x7 and type PUF with following specifications:Structure:The supporting column at corners is made out of SHS 70mm pipe welded between The top and Base frames. The structural base frame work made out of 2mm thick SHS 70 pipe as peripheral frame work and RHS 60 x 40, RHS 60 x 40 & SHS 25 as intermediate support to Form a grid of 600mm x 600mm both ways to support the flooring. The structural Top frame work made out of 2mm thick RHS 60 x 40 pipe as peripheral frame work and RHS 60 x 40 & SHS 40 as intermediate support at an interval of 1200mm to support the roof. with 150mm Extended Leg in all Corners (Column)Flooring: The 18mm Cement particle Board place on the top of Bottom frame and Proper fasteners with Vinyl flooringRoof: The roof panels shall be made of TCT Pre coated Profile steel sheets on both side and inner portion made of PUF. Total thickness of roof panel shall be 30mm. With single side slope of roofWall:The Wall panels shall be made of TCT Pre coated Profile steel sheets on both side and inner portion made of PUF. Total thickness of roof panel shall be 50mm.Window:1mx1m Aluminium Glass Sliding window-3No’s.Door:Standard Puf panel Door-1 No with Pad Lock out side and Altrop insideOthers:Writing Pad-1 No.Electrical: Switch and Socket-2No’s, Tube light-1No’s inside, outside Bulk head fittings 1No., Wall mounted fan - 1 No.Complete, etc., as directed by the engineer-in-charge 48 Supplying and fixing of Semi polished granite stone bench of 5 feet length with 1.5 feet width, backrest 2 feet height, seating height of 1.5 feet from floor level and of material thickness 50 mm, including cost of materials, labours and conveyance charges, etc., complete, as directed by the engineer-in-charge 49 Supplying And Fixing of Rubber Moulded Grey Premium Concrete Kerb of Size 450X125X300mm Using M30 Concrete. The Concrete Shall Be Moulded By Table Mount Vibrated With Polypropylene Fibers At 5% And Curing Compound. The Rate Shall Include Cost of Materials Transportation Loading Unloading Charges And All Taxes Including Necessary Earth Work Pointing With cm. 1:3 To Full Depth Curing Thread Lining Etc Complete 50 Supplying and laying hydraulic pressed monolithic natural grey colour cement concrete inter locking paver block of 63mm thick, in cement concrete 1:2:4 (one cement, two sand, four aggregate) using difference design and with stand for pressure of 150 - 200 kg/m2 over the existing sand cushion by using earth rambers and also vibratting the concrete blocks often laying using plate vibrators etc, complete as directed by the departmental officers. 51 Paving the floor/dadooing with best approved quality Rough Granite Stone Slabs of size 1200 x 600 of 18 / 20mm thick of Jet black with machine cut edges laid over a cement mortar bed of 20mm thick using cement mortar 1:3 (One cement and three sand) fixing the slabs with required cement slurry and laid in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments etc., The granite stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work, etc., complete as per standard speicification 52 Painting with two coats of synthetic enamel ready mixed paint of approved quality and colour over one coat priming coat including the cost of primer etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) 53 Supplying and laying Pebble Flooring walkpath (8-shape) of walkpath area of 32 Sqm in cement mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 20mm thick and pointedwith same colour of cement etc., complete as per standard specification 54 Providing and laying EPDM Flooring (Ethylene Propylene Diene Monomer) of 36mm thickness with proper laying materials of approved sample as per design / drawing laid compacting, levelling to required slope, finishing neatly. The rate including cost of all materials, labour charges, transportation, loading & unloading and all incidentals etc. complete complying with relevant standard specification and as directed by the Engineer-in-charge. 55 Cut Stone in Lime Mortar etc., Complete complying with standard specification and as directed by the Departmental Officers. 56 Scaffolding charges for Vimanams and Gopurams with casurina posts coconut or palm trees wherever necessary for main, form work and providing with net lawn / PVC mesh coverings, providing ladder arrangements, country wood plank for working, inspection etc. complete, hire charges only for erection, maintenance and removing the same on completion of the work. 57 Upto 15 58 Upto 25 59 Supplying and laying Stone for gopuram and Thoon the rate inclusive of cost of materials, conveyance and labour charges, lifting charges etc., 60 Charges for Designing the gopuram stone like ubabeedam pathmajagathi, ubabeedam kandam and ubabeedam kabothagam, Sthambavari, Kabothaga Vari etc., 61 Ubabeedam Pathma jagathi 62 Ubabeedam - kandavari/ thaddi vari set 63 Ubabeedam - kabothagam 64 Adhirstanam - padma jagathi vari 65 Adhirstanam - kandavari/ thaddi kudam set 66 Adhirstanam - Kabothagam 67 Adhirstanam - Kumuthaga jagathi 68 Adhirstanam - jagathi 69 Adhirstanam - kumuthaga vari 70 Sthambavari 71 Thadikudam set 72 Veerakandagam pothigai 73 Uthiram 74 Kabothagam 75 Viyalavari 76 Thoon 77 Simmam 78 Laying cut stone flooring using new stones 0.60 x 0.60 m not less than 10 cms thick. The Rate inclusive of labour charges, materials, and coveyance charges etc., 79 ELECTRICAL WORKS 80 TNEB METERING BOARDMetering Panel - Supply, Installation, Testing and Commissioning of CPRI approved make of panel, cubicle type, Free standing, floor mounted, single front,14 SWG CRCA sheet steel, enclosed separate compartment for each feeder, front operated, Powder coated, indoor type dust and vermin proof, hinged lockable doors, complete with electrolytic grade copper bus bars,internal wiring, colour coding, ferrules, Panel mounting MS Channels, fasteners, etc., including all associated control wiring. 1set of 160A with TNEB Metering provision. 81 Supply and fixing of 125A TPN switch disconnector fuse units in sheet steel enclosure with HRC fuses double break on suitable angle iron frame work with MS cable entry boxes with PWD earthing. 82 Fabrication, Supply, Erection, Testing and Commissioning of whether proof CRCA sheet steel powder coated MCCB Indoor Panel Board, made up of 2mm powder coated, including bus bar provision of double door with industrial lock with Multifunction Meter 1no andMain 1no 125A 4Pole MCCB I/C, 2nos 100A 4Pole MCCB,2nos of 63A 4Pole MCCBs and 2nos of 32A 4Pole MCCBs for O/Gwith suitable copper bus bar (33x6mm) having three phase Multifunction meter with line indicators for erecting the indoor panel board complete etc., The above panel board is to be erected on Anchor fastners, bolts and nuts for mounting the Indoor Panel etc. complete. 83 VERTICAL THREE PHASE MCB DISTRIBUTION BOARD WITH MCB :Supply and fixingof8 way verticalTPMCBsheetsteelTPMCB DB with IP42 Protection of surface type fitted with bus bars and neutral links with1 No. of 40A FP MCB as Incoming and 8 Nos.of 32A,10KA Triple Pole MCB in Flush with wall and making good of the concealed portion with earth connection. (TPMCB DB with IP42 Protections) 84 VERTICAL THREE PHASE MCB DISTRIBUTION BOARD WITH MCB :Supply and fixingof8 way verticalTPMCBsheetsteelTPMCB DB with IP42 Protection of surface type fitted with bus bars and neutral links with1 No. of 40A FP MCB as Incoming and 8 Nos.of 32A,10KA Triple Pole MCB. The MCB DB and MCB should be with ISI mark.The above Three Phase VDB is to be erected on masonary pedestal 2nos including earth work excavation, for a depth of 2feet, PCC 1:2:4of 800mm depth, 2.5feet height concreate bed, plastering, painting etc., with earth connection. (TPMCB DB with IP42 Protections) 85 Supplyandfixingof 7segment 8way40 AFP MCBsheet steel distributionboard(Higherend)withmetal/acrylicdoor coverflushtype /surface type fittedwith busbarsandneutral linkswith single /threephase MCB outgoings and separate 4 way provision for accommodating one no. 4 pole incoming 40 A FP MCB, 10kA, and another separate 4 way for accommodating one no. 40 Amps 4 pole MCB/ ELCB / RCD (totally 8 ways in one segment) ( 3x6ways in each segment ) and Seperate Provision for MCB / Isolators (totally 18nos) for sub incomers in 3 segments with label holder and provision for taking up cable for size not less than 35 sq.mm. withthe following in flush with wall with earth connection only. i.40A 4Pole MCB - 1no.ii.32A 2Pole MCB - 3nos.iii.6A to 32A SP MCB - 24nos.The MCB DB and MCB should be with ISI mark.The above Three Phase 8way CDB is to be erected on masonary pedestal 2nos including earth work excavation, for a depth of 2feet, PCC 1:2:4of 800mm depth, 2.5feet height concreate bed, plastering, painting etc., with earth connection. 86 Supplyandfixingof 7segment 12way40 AFP MCBsheet steel distributionboard(Higherend)withmetal/acrylicdoor cover fitted with busbarsandneutral linkswith single /threephase MCB outgoings and separate 4 way provision for accommodating one no. 4 pole incoming 40 A FP MCB, 10kA, and another separate 4 way for accommodating one no. 40 Amps 4 pole MCB/ ELCB / RCD (totally 8 ways in one segment) ( 3x6ways in each segment ) and Seperate Provision for MCB / Isolators (totally 18nos) for sub incomers in 3 segments with label holder and provision for taking up cable for size not less than 35 sq.mm. with the following : i.40A 4Pole MCB - 1no.ii.32A 2Pole MCB - 3nos.iii.6A to 32A SP MCB - 36nos. The MCB DB and MCB should be with ISI mark.The above Three Phase 8way CDB is to be erected on masonary pedestal 2nos including earth work excavation, for a depth of 2feet, PCC 1:2:4of 800mm depth, 2.5feet height concreate bed, plastering, painting etc., with earth connection. 87 Supply and fixing of 8 way single pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 32A DP MCB switch as incoming and 6 nos. 6A to 32A SP MCB as outgoing on wall with earth connection only. Higher End 88 Supply and laying of following XLPE armoured LTUG cable in a trench / Tray with suitable cable tie tag etc as required. 89 SupplyandLayingof3 1/2Cx70sq.mm.PVCarmouredLTUGcablein suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good. 90 SupplyandLayingof3 1/2Cx35sq.mm.PVCarmouredLTUGcablein suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good. 91 Supply and Laying of 4C x 16 sq.mm. PVC armoured LTUG cable in suitable sizeHDPEpipeinatrenchto beexcavatedatadepthof0.75metreand refilling the earth to make good. 92 Supply and Laying of 4C x 10 sq.mm. PVC armoured LTUG cable in suitable sizeHDPEpipeinatrenchto beexcavatedatadepthof0.75metreand refilling the earth to make good. 93 Supplying and Laying of 3C X 4 sqmm Flexible Multicore Cable manufactured with electrolytic grade flexible copper with FRLS conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990 in suitable size of HDPEpipeinatrenchtobeexcavatedatadepthof0.75metreand refilling the earth to make good. 94 Supplying and Laying of 3C X 2.5 sqmm Flexible Multicore Cable manufactured with electrolytic grade flexible copper with FRLS conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990 in suitable size of HDPEpipeinatrenchtobeexcavatedatadepthof0.75metreand refilling the earth to make good. 95 Supply and Clamping of 4C x 16 Sq.mm PVC armoured LTUGaluminium cableonpostoronwallwithMS-clamps,saddles,plugs,screwsetc.,complete including transport charges of UG cable. 96 Supply and Clamping of 4C x 10 Sq.mm PVC armoured LTUGaluminium cableonpostoronwallwithMS-clamps,saddles,plugs,screwsetc.,complete including transport charges of UG cable. 97 Supply and fixing of double compression brass cable gland for following Aluminium conductorXLPE insulatedarmoured cable of 1100 V grade with earth connection. 98 Supply and fixing of brass cable gland for3 1/2 Cx 70 Sq.mm PVC LTUG armoured cable with earth connection. 99 Supply and fixing of brass cable gland for3 1/2 Cx 35 Sq.mm PVC LTUG armoured cable with earth connection. 100 Supply and fixing of brass cable gland suitable for 4C x 16 Sq.mm PVC armoured LTUG cable with earth connection. 101 Supply and fixing of brass cable gland suitable for4C x 10 PVC armoured LTUG cable with earth connection. 102 Supply and providing cable end termination of the following sizePVC LTUGaluminiumarmouredcablewithnecessaryaluminiumcable socketsbycrimpingetcwithelectricalconnectioncomplete(copper sockets for copper cables and Alu. Sockets for alum. Cable) 103 Supply and providing cable end termination of 3 1/2Corex 70 Sq.mm PVC LTUG Aluminium armouredcablewith necessary aluminium cablesockets by crimping etc., with electrical connection complete. 104 Supply and providing cable end termination of 3 1/2Corex 35 Sq.mm PVC LTUG Aluminium armouredcablewithnecessary aluminium cablesockets by crimping etc., with electrical connection complete. 105 Supply and providing cable end termination of 4 C x 16sq.mm PVC LTUG Aluminiumarmouredcablewithnecessaryaluminiumcablesocketsby crimping with electrical connection complete. 106 Supply and providing cable end termination of 4 Cx10sq.mm PVC LTUG Aluminiumarmouredcable withnecessaryaluminiumcable socketsby crimping with electrical connection complete. 107 Supply and fixing of Timer Extended Product Type AD1CO-R-15m, Long Description Analog time switch, daily proramming, 1 channel CO, 15 minutes switch, with reserve, Function : Daily, Maximum Load Capacity : Resistive load 16 A Inductive Load 4 A,Power Supply : (-15%..+10%) 230 V AC, Contact Type : Change-Over (CO), Meter Type : Electromechanical , Options Provided : With running reserve, Battery Chemical Composition : Nickel-Metal Hydride, Battery Life : 150 hour, Battery Type : Button Cell, Battery Weight : 0.004 kg, Number of Batteries : 1, Rated Operational Voltage : 230 V, Operational Voltage : Maximum (Incl. Tolerance) 195 V AC, Maximum (Incl. Tolerance) 253 V AC, Rated Frequency (f) : 50 - 60 Hz, Maximum Switching Power : 4000 W, Low Consumption Lamp (CFL) 2500 W LED 900 W, The rate is inclusive of necessary connecting accessories etc., complete. Contactor Extended Product Type AX65 - 30-11-80, CAD Dimensional Drawing : 2CDC001079B0201, Number of Main Contacts NO : 3, Number of Main Contacts NC : 0, Number of Auxiliary Contacts NO :1, Number of Auxiliary Contacts NC : 1, Rated Operational Power AC-3 (Pe) (415V) 37 kW, General Use Rating UL/CSA : (600 V AC) 90 A, Low Voltage Products and Systems → Control Products → Contactors → Block Contactors → AX Contactors → AX65 ( Make : ABB, Product ID 2CSM208151R1000, TIMER ), ( Make : ABB, Product ID 1SBL371074R8011, CONTACTOR ) 108 Indoor and Outdoor Lights 109 Supply & Installation of Customised 60W Juno-Column light luminaire designed for surface mounted. Shielded light distribution. Luminaire made of spun aluminium with extruded aluminium alloy (grade 6063) and non corrosive stainless steel fasteners. Translucent acrylic diffuser. Pressure die cast aluminium mounting plate 250mm dia round x 12mm thick with 4 elongated holes 38 x 19 to suit M16 bolts at CC 140 with pure polyester powder coating.The base plate have a cable entry hole of 65mm dia at the center. This mounting plate along with foundation bolts of suitable size to be used for ensuring firm grouting into the specially designed foundation. Protection class IP65. Mechanical resistance IK08. Pure polyester powder coated RAL 9004 Signal black, RAL9007 Grey aluminium, RAL 7016 Anthracite grey, Graphite grey. Available colour temperature 2700K / 3000K / 4000K / 5700K. Colour rendering index (CRI)>80. LED module with expected service life of at least 60,000 operating hours. Prewired with LED driver and suitable for operating on 240V, 50Hz single phase ac supply. Driver efficiency >88%, Power factor >0.95, THD <10%, Surge protection 6KV. Luminaire dimension : 600mm dia round x 3500mm height. CE & BIS Certified. Inhouse NABL accredited lab with LM 79 Testing facility. The rate is inclusive of Foundation Bolt - 4 Nos of Necessary M16 Foundation workJ Bolt Length 300mm, 2 Nos of (Spring Washers, Plain Washers and Nuts) for each Bolt - Suitable for Juno Column Lighting. ( Make : Model No. KL7034 or equivalent ) 110 Supply & Installation of Customised 36W pole top Juno Midi luminaire. Beam angle 120°. Luminaire made of spun aluminium, integrated with extruded aluminium pipe along with pressure die cast aluminium base through supporting arms made fo gravity die cast aluminium and non corrosive stainless steel fasteners. Diffuser placed into the provision formed on the pheriphery of the bottom cover. Translucent acrylic diffuser. Suitable for mounting on Ø50mm OD pipe. Protection class IP65. Mechanical resistance IK07. Pure polyester powder coated RAL 9004 Signal black, RAL 9007 Grey aluminium, RAL 7016 Anthracite grey, Graphite grey. Available colour temperature 2700K / 3000K / 4000K / 5700K, Colour rendering index (CRI)>80. LIGHT LED module with expected service life of at least 60,000 operating hours. Prewired with LED driver and suitable for operating on 240V, 50Hz single phase ac supply. Driver efficiency >85%, Power factor >0.95, THD <10%, Surge protection 4KV. Luminaire dimension : 420mm diameter x 430mm height. CE & BIS Certified. Inhouse NABL accredited lab. ( Make : Model No. KL 5380 or equivalent. ) 111 Supply and fixing of Outdoor Termination PVC Box. The cost is inclusive of gland, lugs and termination) with all fixing accessories etc., complete. 112 Supply & Installation of 50W LED compact and robust flood light luminaire designed to provide uniform illumination in open spaces. Beam angle 10°. Extruded aluminium hood cover integrated with die-cast module and extruded aluminium alloy tube (grade 6063), excellent thermal management heat sink & polycarbonate optical lens. Adjustable clamp made of stainless steel (2mm thickness) to facilitate proper aiming of the luminaire at desired angle. Pressure die cast aluminium mounting plate Ø100.5 x 4mm thick with 2 elongated holes 15 x 10 to suit M8 bolts at PCD 55 with pure polyester powder coating. This mounting plate along with foundation bolts of suitable size to be used for ensuring firm grouting into the specially designed foundation. Cable entrance via PG9 cable gland. All external screws are made of stainless steel. Protection class IP65. Mechanical resistance IK09. Pure polyester powder coated RAL 9004 Signal black, RAL9007 Grey aluminium, RAL 7016 Anthracite grey, Graphite grey. RGBW, Colour rendering index (CRI)>80. K-Lite LED module with expected service life of at least 60,000 operating hours. Prewired with LED driver and suitable for operating on 240V, 50Hz single phase ac supply. Driver efficiency >85%, Power factor >0.90, THD< 10%, Surge protection 6KV. Luminaire dimension : 166mm diameter x 168mm width x 584mm height. CE & BIS Certified. Inhouse NABL accredited lab. ( Make : K-LiTE KL 4331or equivalent ) 113 Supply & Installation of 12W LED surface mounted compact spot light designed to provide directional light. Beam angle 15° / 25° / 40°. Luminaire made of pressure die cast aluminium alloy of high corrosion resistance and non corrosive stainless steel fasteners. Clear toughened glass of 4mm thickness. Pressure die-cast aluminium surface mounting base. Hybrid optics with lens & mirror finish pure aluminium reflector combination for higher efficiency, lower optical losses with optimum glare suppression. Swivel range of 0° - 90°. Single cable entrance M10 cable gland. Protection class IP66. Mechanical resistance IK07. Pure polyester powder coated RAL 9004 Signal black, RAL9007 Grey aluminium, RAL 7016 Anthracite grey, Graphite grey. Available colour temperature 2700K / 3000K / 4000K / 6500K, Colour rendering index (CRI)>80. High Quality LED module with expected service life of at least 60,000 operating hours. Prewired with LED driver and suitable for operating on 240V, 50Hz single phase ac supply. Driver efficiency >80%, Power factor >0.95, THD <10%, Surge protection 4KV.Luminaire dimension : 113mm length x 84mm width x 117mm height. CE & BIS Certified. Including accessory Visor. Inhouse NABL accredited lab. ( Make : Model No. KL 4268 or equivalent. ) 114 Supply & Installation of 12W LED spike mounted compact spot light designed to provide directional light.Beam angle 15° / 25° / 40°. Luminaire made of pressure die cast aluminium alloy of high corrosion resistance and non corrosive stainless steel fasteners. Clear toughened glass of 4mm thickness. Surface mounting spike made of polypropylene. Hybrid optics with lens & mirror finish pure aluminium reflector combination for higher efficiency, lower optical losses with optimum glare suppression. Swivel range of 0° - 90°. Single cable entrance M10 cable gland. Protection class IP66. Mechanical resistance IK07. Pure polyester powder coated RAL 9004 Signal black, RAL 9007 Grey aluminium, RAL 7016 Anthracite grey, Graphite grey. Available colour temperature 2700K / 3000K / 4000K / 6500K, Colour rendering index (CRI)>80. LIGHT LED module with expected service life of at least 60,000 operating hours. Prewired with LED driver and suitable for operating on 240V, 50Hz single phase ac supply. Driver efficiency >80%, Power factor >0.95, THD <10%, Surge protection 4KV.Luminaire dimension : 113mm length x 100mm width x 451mm height. CE & BIS Certified. Including accessory Visor. Inhouse NABL accredited lab. ( Make : Model No. KL 4267 or equivalent. ) 115 Supply & Installation of 16W LED Bollard luminaire designed for surface mounted. Symmetrical light distribution. Luminaire made of extruded aluminium (grade 6063), pressure die-cast aluminium components of high corrosion resistance and non corrosive stainless steel fasteners. Reflector system made of spun aluminium (powder coated white). Clear polycarbonate diffuser. Pressure die cast aluminium mounting plate 167mm diameter x 4mm thick with 4 elongated holes 20 x 14 to suit M12 bolts at PCD 110 for surface mounting on floor. The base plate have a cable entry hole of 75mm dia at the center. This mounting plate along with foundation bolts of suitable size to be used for ensuring firm grouting into the specially designed foundation. Single cable entrance via PG7 cable gland. Protection class IP65. Mechanical resistance IK10. Pure polyester powder coated RAL 9004 Signal black, RAL9007 Grey aluminium, RAL 7016 Anthracite grey, Graphite grey. Available colour temperature 2700K / 3000K / 4000K / 5700K. Colour rendering index (CRI)>80. High Quality LED module with expected service life of at least 60,000 operating hours. Prewired with LED driver and suitable for operating on 240V, 50Hz single phase ac supply. Driver efficiency >80%, Power factor >0.95, THD <10%, Surge protection 3KV. Luminaire dimension : 166mm diameter x 970mm height. CE & BIS Certified. Inhouse NABL accredited lab. The rate is inclusive ofFoundation Bolt - 4 Nos of M12 Foundation J Bolt Length 300mm, 2 Nos of (Spring Washers, Plain Washers and Nuts) for each Bolt with suitable civil foundation etc., complete. ( Make : Model No. KL 5565 or equivalent. ) 116 Supply & Installation of 6W LED compact and robust wall recessed luminaires for illuminating walls and stairs. Forward asymmetrical light distribution. Luminaire made of pressure die cast aluminium alloy of high corrosion resistance and non corrosive A2 stainless steel fasteners. ABS plastic installation housing for preparing the recess opening in wall / stairs. Clear acrylic diffuser. Single cable entrance via M10 cable gland. Protection class IP65. Mechanical resistance IK09. Pure polyester powder coated RAL 9004 Signal black, RAL9007 Grey aluminium, RAL 7016 Anthracite grey, Graphite grey. Available colour temperature 2700K / 3000K / 4000K / 5700K, Colour rendering index (CRI)>80. High Quality LED module with expected service life of at least 60,000 operating hours. Prewired with LED driver and suitable for operating on 240V, 50Hz single phase ac supply. Driver efficiency >80%, Power factor >0.90, THD <10%, Surge protection 2KV. Luminaire dimension : 130mm length x 87mm width x 76mm height. Luminaire installation in a recessed opening cut-out dimension : 124mm length x 83mm width x 70mm height. CE & BIS Certified. Inhouse NABL accredited lab. ( Make: Modle No. KL 2747 or equivalent. ) 117 Supply & Laying ofNiva 15 surface mounted compact flexible linear LED lightingwith system wattage of 9W/m. Beam angle 120° diffused. Luminaire housing and diffuser made of silicone, UV proof for true outdoor application. High light transmittance, environmental silicone material. Top bendable. Cut-able for flexible application. Even light distribution & no hot spots. Aluminium mounting profile / Flexible mounting channel for surface mounting on ceiling / wall / floor. Protection class IP67. Mechanical resistance IK08. Available colour temperature 3000K (Other CCTs on request), Colour rendering index (CRI)>80. Operating temperature range is from -15°C to +50°C. Constant voltage non integral power supply at 24Vdc assures safety. Luminaire dimension : 1000mm length x 15mm width x 15mm height. KL 8399 - Mounting Chain Included. Inhouse NABL accredited lab. ( Make: LIGHT ID : 3396 or Equivalent. ) 118 Supply and fixing LED Control Driver of 24V Series Waterproof IP67 Power Supply 24V DC, 6.25 Amps 150WDimension: 313 x 43 x 34. The rate is inclusive of labour charges etc., complete.( Make : KL-8198 ) 119 Supply & Installation of 7M height Brussel pole made of circular mild steel pipe of two section (grade YST 210) which is fabricated using 139.7mm diameter x 3.6mm thick base section with height of 2000mm, the top section is 88.9mm diameter x 2.9mm thick with minimum height of 4978mm. & 4 Nos. of Die-cast aluminium mounting clamp (126mm dia x 60mm height) for fixing 8 Nos. of 50Wflood light luminaires. Pole mounted flood light luminaires. Extruded aluminium hood cover integrated with die-cast module, excellent aluminium heatsink for thermal management with vertical fin design for longer life of the LEDs. Bracket to facilitate proper aiming of the luminaire at desired angle. Protection class IP65 optical compartment with polycarbonate optical lens and Mechanical resistance IK10. The luminaire provided with beam angle 10° / 28° / 45° (Symmetrical light distribution). Available colour temperature 2700K / 4000K / 5700K, colour rendering index (CRI)>/=80. K-Lite LED module with expected service life of at least 60,000 operating hours. Prewired with LED driver and suitable for operating on 240V, 50Hz single phase ac supply. Driver efficiency >85%, Power factor >0.95, THD< 10%, Surge protection 6KV. electrical Class I wattage 50W ± 10%. High power LED (Make: Nichia) with Macadam 120 Inhouse NABL accredited lab. The pole is to be provided with a surface mounting suitable base plate 300 mm square x 16 mm thick steel of grade E250 to IS 2062 : 2011. All dimension are within +/- 5% tolerance. Pole section welded by certified welders using high end MIG welding processes. 3Nos. of PDC aluminium service door 348mm height x 110mm width shall be provided with the company logo embossed on the bottom of the door and safety rope. The control gear tray is prewired with 2.5 Sq.mm cable, 6A SP MCB and 32A Ramanuj stud type 4 way terminal block for loop-in / loop-out arrangement, 5A 2 Way terminal connector and provision for earthing. Any other internal cables and connections shall not be covered in the scope of supply. The mild steel mounting base plate. The mounting plate provided with 4 elongated holes 48 x 24 to suit M20 x 500mm bolts of grade 4.6 at CC 215 for alignment of the pole. The base plate have a cable entry hole of 70mm dia at the center. This mounting steel plate along with foundation bolts of suitable size to be used for ensuring firm grouting into the specially designed foundation. After fabrication, entire pole is shot blasted (Inhouse). The pole is coated with zinc rich primer & pure polyester powder coating or epoxy zinc phosphate primer and finished using environmentally stable polyurethane based paint (coating thickness 60-80 microns). The Pole shall be provided with Graphite grey / Anthracite grey / Black as standard colour options. ( Make: K-LiTE ID : 1063 or Equivalent. ) 121 Supply & Instalaation of 60W Cylin Mega Compact and efficient ceiling mounted down lighters. High protection class & lumen output makes it versatile solution for both indoor & outdoor applications• Luminaire made of pressure die cast aluminium with non corrosive stainless steel fasteners. IP 65• Clear toughened glass.• Silicone gasket.• Polycarbonate optical lens.• Surface mounting on ceiling using hardware after connecting to the power supply.• Cable entries for through-wiring of mains supply cable.• Integral constant current power supply• CRI (Ra) : >70• Prewired with LED driver and suitable for operating on 240V, 50Hz single phase ac supply.• CCT : 2700K, 3000K, 4000K, 5700KMandatory CE Marking, BIS Certification, LM 79 report, IP, IK Report from NABL accredited Lab. ( Make: K-LiTE, Model No.KL 3628) or equivalent. 122 SupplyandFixingof 40W4 LEDTubewith Light fittingTW round blockfixing ceiling or on wall withPVCunsheathed copper leadsfrom terminalsto the fitting. (Make : Philips / Crompton / Havelles ). 123 supply and fixing of 1200mm (48) sweep AC ceiling fan complete ( Higher end) with 2 module 100W fan step regulator (Higher end) with 1 metre down rod with fan clamp with side plates and cross arm of size 450mm (18). 124 Supplyandfixingof375mm (15) sweep(Heavyduty)ACExhaustfan completewithnecessarywallopeningandmakinggoodofthewalland wiring to the near by point with 1.5 sqmm FRLS PVC insulated copper wires including necessaryaccessories and hardwares as required. 125 Supplyandfixingof louversshutterarrangementsfor300mm(12)sweep (Heavy duty) AC Exhaust fan complete. 126 Wiring with 2 x 1.5 sq.mm. (22 / 0.3) PVC insulated SC unsheathed copper conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling withModule GI switch box in flush with wall with 6A one way module switch with module front plate continuous earth wire connection by 1 sq.mm. PVC insulated SC unsheathed copper wire and making good of the concealed portion with suitable colour for PVC concealed light (6 points per coil) (for rooms like bath, toilet & pumproom, etc.). 127 Supply and fixing of 2Nos 6A modular (2 in one 3pinsocket)wall socket with control switches and 1 No. 6A/16A 3pin switched socket (16A Switch and Socket combined) with suitable MS modular box covered with Modular 9 module whiteplate on wall with earth connection (For cctv monitor socket) 128 Supply and fixing of 1 No. 6A/16A 3pin switched socket(16A Switch and Socket combined) with control switch (Crabtree / Legrand / Hager / Equivalent) in suitable MS modular Box covered with Modular 3module whiteplate in wall with earth connection. 129 Supply and installation maintenance free GI Earthing System comprising of 50mm dia and 2 mtr. long earth electrode oflow carbon steel rod with 100 micronbondingand25kgs.ofcarbonbasedenvironmentfriendlybackfill compound and suitable clamp. 130 Supply and run of 25mm x 6mm tinned copper flat with necessary clamps / supports on wall / floor / ground for earth connection. 131 Supply and Run of 1 of No.8 SWG Copper wire in suitable PVC rigid pipe on wall / floor / ground for earth connection. 132 Supply and Run of 1 of No.8 SWG GI wire in suitable PVC rigid pipe on wall / floor / ground for earth connection. 133 Coil earth to street light poles with No.8SWG GI wire of 11.5metres of length in which 10metres of total length compressed into a coil of one meter length (75mm to100mm dia ) connected suitable with hexagonal earth bolt of size 8mm in to 25mm welded on the pole at one end with a coil position fixed on the earth. 134 Supply and fixing SFRC manhole chamber size 750 x750 mm square manhole cover onlyUsing M30 concrete rate includes of excise duty,Transporation charges, all other materials whichever necessary and labour charges etc as directed by the departmental officers. 135 Supply and Laying in position the best quality and 120mm diaHDPE pipes of ISI mark, providing leak proof joints etc and making connectin to all sanitary fittings, including dismantling masonry / RCC works whereever necessary and making good the dismantled portions to the original condition complying with standard specification. 136 Supply, Installation, Testing and commissioning of 32 channel 8 SATA NVR, with6THardDiskDrive4nos,NewlogicalandvisualizedGUIdesign Dual-OS design to ensure high reliability of system running, ANR technology to enhance the storage reliability when the network is disconnected, ConfigurablenormalorhotspareworkingmodetoconstituteanN+1hot sparesystem VideoInputandTransmission,Connectableto thethird-party network cameras Compression and Recording, H.265+ compression effectively reduces the storage space by upto 75%, Full channel recording at upto12MPresolutionHDVideoOutput□HDMI1/VGA1outputs provided□HDMI1Videooutputatupto4K(3840×2160)resolution Storage and Playback, Upto 16 SATA interfaces and 1 eSATA interface for HDD connection, Support upto 10TB capacity for each HDD, Smart search for efficient playback. and smart playback to improve the playback efficiency, Supports VCA search for fire/ship/temperature/temperature differencedetectiontriggeredvideofiles,POSinformationoverlayonlive view and playback, POS triggered recording and alarm Network & Ethernet Access□Hik-Connectforeasynetworkmanagement,2GigabitEthernet network interfaces. 137 Supply of 8MP, Internet Protocol fixed BULLET CAMERA with following specification:●1/2.5 Progressive Scan CMOS,●3840×2160@15fps,2.8/4mmfixedlens,01lux@(F1.2,AGCON), 0.028 lux @(F2.0, AGC ON), 0 lux with IR, H.265+, H.265, H.264+, H.264, 2 Behaviour analyses ( Line crossing detection, intrusion detection)● Face Detection● 120dB WDR,● BLC/3D DNR/ROI, IP67 complied●On-boardStorage - Built-inmicro SD/SDHC/SDXCcardslot,upto128 GB,● Shutter Speed 1/3 s to 1/100,000 s,● 3-Axis Adjustment Pan: 0° to 360°, tilt: 0° to 100°,● rotate: 0° to 360°, 2.8 mm,● horizontal FOV: 102°, vertical FOV: 53°, diagonal FOV: 124°,●Lens Mount M12 ● IR Range I5: up to 50 m,●ImageSettingsRotatemode,saturation,brightness,contrast,sharpness adjustable by client software or web browser,●PowerConsumptionandCurrent-12VDC,0.7A,max.7.5WPoE: (802.3af, 36V to 57V), 0.3 A to 0.2 A, max. 9W●Cameraoutfittedwithmetalhousingsoastopreventthelensfrom damages during physical abuse. 138 IP BASED VARIFOCAL LENS DOME CAMERA: Supply, Testing and Commissioning of 5MP Varifocal Motorized Dome IP Camera with following specification: Image Sensor: 1/2.7” Progressive Scan CMOSEffective Pixels:2592 × 1944Shutter Speed:1 s to 1/100,000 sS/N Ratio:≥52 dBAngle Adjustment:Pan : 0°~360°, Tilt : 0°~77°, Rotation : 0°~360°Video Compression: H.265 / H.264 / MJPEGH.264 Compression: Standard Base Line / Main Profile / High ProfileH.265 Compression: Standard Main Profile @ Leve4.1 High TierResolution : 5MP(2592×1944), 4MP(2560×1440), 3MP(2304×1296), 1080P(1920×1080), 720P (1280×720),D1, CIF, 480×24030m IR, Micro SD Slot, Ingress Protection: IP67Digital Zoom: YesImage Features: Defog, BLC, HLC, 2D/3D DNRCorridor Pattern: YesVideo Privacy :4 zones video maskPower Supply: DC12V / PoEPower Consumption: < 9.5W. 139 Supply, Installation, Testing and Commissioning of 42 smart LED TV with following specificationsa) Full HD 1920 x1080 (4K monitor)b) IPS panelc) Slim back light LED moduled) 900 PMIe) Triple XD enginef) Dynamic scanningg) ANRh) True colour generatori) 8modes of picturej) picture wizardIIIk) Real cinema 24Pl) HDMI -3nosm) USB -3nosn) Built in LANo) Magic remotep) Dimension 1242 x 724 x 55.1min(37).(Make: Sony/ LG /Samsung). 140 Supply and fixing of outdoor4X6PVC box with 102mm x 77mm x 102mm with all fixing accessories. 141 Supply and Laying of CAT 6 armoured cable in suitable PVCPipe 1 thick on wall / ceiling with connected PVC accessories with clamps, saddles etc., complete. (Between ethernet switch to camera and radio modem)i. Application : Primary (Campus), Secondary (Riser), Tertiary(Horizontal)IEEE 802.3 : 10Base-T; 100Base-T; 1000Base-T IEEE 802.5 16 MB; ISDN; TPDDI; ATMii. Standards: ISO/IEC 11801 2nd ed.; IEC 61156-5 2nd EN 50173-1; EN 50288-6-1,EIA/TIA 568C.2, RoHS Compliant.Fire Rating: PVC : IEC 60332-1.iii. Conductor - Bare Copper Wireiv. Insulation - Polyethylenev. Twisting - 2 Cores to the pairvi. Cable lay up - 4 Core to the pairIt has diameter of (23 AWG) 0.550 ± 0.015.Insulation : Polyethylene.GI wire of size is 0.90 ± 0.030mm. 142 Fixing and Termination of CAT 6 Cable RJ 45Jack Single Point ( Point to Point ) Crimping, Testing and arrangement charges. 143 Supply and laying of armoured, Singlemode, Thermoplastic Tape Inner Sheathed, PVC type sheathed 6 core Optical Fibre Cable withunique fiber excess length control method provides the cable with excellent mechanical and environmental properties and Cable - 2 Embedded FRP provides tensile strength & Anti-buckling properties. It is processed with Filling jelly - Thixotropic jelly to prevent Water ingress in loose tube. 144 Fixing and Termination of Optical Fibre Cable Single Point ( Point to Point ) Splicing and arrangement charges. 145 Supply and fixing of OFCPVC Black Colour Box 1x 3/4 x2 PVC Black colour Box. 146 Supply and fixing of 24 Port 2SFP with Module, PoE Giga Range Lan Switch.• 24Ports10/100/1000 Base-TPoE+ 4 x Combo Gigabit UTP or Gigabit SFP slots• Support IEEE 802.3af (PoE) and 802.3at (PoE+) Standard• Equipped with IEEE 802.3az Energy Efficient Ethernet (EEE) Complaint• SupportIEEE 802.1Q VLAN traffic segregation• Access Control List (ACL) feature to enhances network security• Auto Surveillance VLAN for easy integration with IP-based surveillance systems• Loopback detection (LBD) and broadcast storm control to avoid network downtime• Quality of Service (QOS) and bandwidth control to ensure smooth operation• Support Web-based GUI, Smart Console , Network Assistance Utility• Cable diagnostics function to help troubleshooting wiring problem including Optical Fiber Cable connecting network accessories. 147 Supply and fixing of POE 8 port switch10/ 100 / 1000 Base -T / 2 x 1000Base-FX / 20Gbps bandwidth / IEEE803.af/at compliant PoE+ / RJ45 supports auto MDI/MDI-X function / Auto negotiation speed, half/full-duplex / Store and forward / Max packet size: 10kbytes / Wide range power design (12~56VDC) / Operating temperature (-40 ̊C ~ +75 ̊C) / Reverse polarity protection / Resettable fuse to protect against overcurrent / IP-40 protection /EFT protection for power line. ( Make : DLINK, NETGEAR / TPLINK ). 148 Supply and Fixing of Rack with Accessories -Higher end 4 U Rack and fan extra for the above rack. 149 Supply and Fixing of Rack with Accessories -Higher end 12 U Rack with LNS unit and fan extra for the above rack. 150 Supply and fixing of 2 feet CCTV Camera Stand with attachment fittings as follows:* Weather heads and couplings* Cabinet mounting fittings, plates, brackets as needed.* Reinforced couplings for wire entrances to cabinets. 151 Supply and Installation for 2KVA UPS with Battery, Single Phase UPS (Single Phase In & Single Phase Out) Capacity - System with Battery - 2Hours back up 152 Supply and fixing of6mLengthpole with base plate of size 250x250x6mmasperIS-875withfollowingspecification.PoleOuterdie-76.10mmx 3.65mm Thick x 6 meter. Excavation, PCC, shuttering, reinforcement, Concretingfor fixing the post. The Rate is inclusive of curing with all necessary materials. (300x300x600). 153 PA System 154 Supply, Installation,Testing & commisioning of 30 watts 2 way high efficiency, high fidelity, long throw IP65 weather proof P.A Music Horn speaker. It combines the high efficiency of horn with wide frequency response.Music horn is weather protected and UV protected ABS plastic housing combines with the feature of easy poertap selection on a terminal strip with a two core cable.It has impedence of 250/500/1k/2k ohm with frequency response of 120-16000 hertz. (Make:AhujaAMH402T/Bosch or its equivalent). 155 Supply, Installation,Testing & commisioning of 480 watts P.A Mixer Amplifier with the output power of 1350 watts maximum, 500watt rms at 10% Thyristor harmonic distortion(THD), 850watt RMS at 5% THD, 800 wattsRMS at 2% THD and the power supply AC voltage ranging from 220-240 volt, 50/60 hertz. with the DC input of 48 volt and 1000watts has tone controls of Bass=+- 10 db at 100 hz weighing 42kg with the speaker output of2Q,4Q.70volt&100volt has power consumption of 1600VA AC &12A DC and 100db output regulation at 1khz no load to full load ratio. The signal to noise ratio is 60db with the imnput channels of 0.8mv/4.7kq,3*Aux 100mv/50kq.The frequency response of 50-15000hz+-3db.(Make:Ahuja SSA 10000/Bosch or its equivalent). 156 Supply, fixing & Testingof10 gooseneck with suitable base incorporates separate bush switches for momentary and dynamic microphone with 600ohm impedence and has 2.5mv/pa sensitivity and frequency response ranging from 50-15000hz with multi tone chime model.(Make:-ACM66 Ahuja/bosch/its equivalent). 157 Supply and run of 2core 1.5 Sqmm armoured speaker cablein suitable size of 38mm/50mm HDPEpipeinatrenchtobeexcavatedatadepthof0.75metreand refilling the earth to make good. 158 SAFETY SYSTEM 159 Supply of 2m x 1m Rubber Mat suitable for 11 KV installation confirming to IS. Set (5 Nos). 160 Supply of First Aid Box complete with all First Aid Medicines. 161 Supply of Shock Treatment Chart fixed in glass frame. 162 Supply of Fire Extinguisher Co2, 4.5 kg. confirming to TAC Norms.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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Repair Of Motors, Pump, Panels, Starters, Installation Misc Items Etc And Preventive Maintenance Of Water Supply Pump Installation At Ahmedabad Cantt ( Tender Id : 2021_Mes_413377_1 ) - 1 Carrying Out Scheduled Maintanence And Servicing Of All Electro - Mechanical Machinery / Panel Of Existing Centrifugal, Submersible, Monobloc Pump, Motor And Accessories Any Type Any Make & Model In Every 07 Days Or When Ordered Including Cleaning Its Part, Removing Corrosion, Refixing It, Rectifying Leakage Due To Loose Nut / Stud / Gland Packing / Gland Rope / Star Packing / Clamps / Washers Etc Of Suitable Size As Required. Details Of Maintenace Should Be Recorded In Register . 2 Dismantling, Opening, Rewinding And Refixing Induction Motors Of Centrifugal Pump Set With Super Enameled Copper Wire Of Existing Gauge And Existing Class Insulation Including Superior Quality Varnishing, Heating / Drying Coils, Making Connections From Coil To Terminal Box, Greasing Ball Bearings, Spray Painting With Two Coats Of Synthetic Enamel Paint, Necessary Mechanical Works For Shaft / Bearing Housing, Transportation From Installation To Workshop & Back, Connecting, Testing And Commissioning At Site For Satisfactorily Operation As Required For The Following:- 3 40 Hp Motor 4 30 Hp Motor 5 25 Hp Motor 6 20 Hp Motor 7 10 Hp Motor 8 7.5 Hp Motor 9 5 Hp / 3Hp Motor 10 Dismantling And Taking Down Centrifugal Pump Set 20 To 40 Hp Capacity, 3 Phase, 440 Volts From Foundation, Disconnecting All Electrical Connection From Induction Motor, Transportation From Installation To Workshop, Renewal Of U / S Spare Parts, Re-Assembling Pumping Set Including Testing And Commisioning Complete. ( Note :- Spare Parts Shall Be Measured Separately Against Item No 4 Of Boq As Supply Only ) . 11 Supply Only Following Spare Parts Suitable For Existing 20 To 40 Hp Centrifugal Pump Set As Required:- 12 Ball Bearing Suitable For Centrifugal Pump Set 20 To 25 Hp. 13 Ball Bearing Suitable For Centrifugal Pump Set 30 To 40 Hp. 14 Ci Impeller Suitable For Centrifugal Pump Set 20 To 40 Hp. 15 Shaft 16 Low Joy Coupling Including Rubber Star Packing & Necessary Key For Fixing On Shafts As Required. 17 S&F Rubber Star Packing For Joy Coupling Fitting . 18 Renewal Of Following Spare Parts Suitable For Existing Starter Panels As Required:- 19 Ml-6 Contactor 110 Amp. 20 Ml-4 Contactor 70 Amp. 21 Ml-2 Contactor 32 Amp. 22 Ml- 1.5 Contactor 25 Amp. 23 Single Phase Preventor. 24 Timer For Ats Starter With Coil. 25 Ml-1 Relay As Per Existing. 26 Ml-1.5 Relay As Per Existing. 27 Ml-2 Relay As Per Existing. 28 Ml-3 Relay As Per Existing. 29 Ats Transformer Copper Wound As Per Existing With Taping At 50%, 60% And 70%, 3 Phase, 415 Volts Upto 75 Hp Submersible Pump Motor As Per Existing. 30 Excavation In Trenches Not Exceeding 1.5 M Wide And Not Exceeding 1.5 M Deep In Soft / Loose Soil Including Forming Sides And Bottom Surface To Required Levels / Slopes / Gradients And Getting Out Complete. 31 Returning, Filling In Trenches Including Spreading Leveling, Watering Well, Ramming In Layers N.Exc 25 Cm Thick In Soft / Loose Soil Complete. 32 Removing Excavated Material To A Distance N Exc 50 M And Depositing At A Level N Exc 1.5 M Above Starting Point Complete. 33 S&F Cpvc Pipes Sdr 11 And Plain Cpvc Sdr 11 Fittings With Required All New Fitting Isi Marked Fixed On Trenches With Fixing Arrangement Of Following Sizes:- 34 25 Mm Bore 35 32 Mm Bore 36 40 Mm Bore 37 Taking Up Or Down Gi Steel Tubing And Connections Of Any Description Including Cleaning For Refixing Or Removal To Store Complete. 38 25 Mm Bore 39 32 Mm Bore 40 40 Mm Bore 41 Supply Only Gi Pipe Medium Grade With Socket. 42 15 Mm Bore 43 20 Mm Bore 44 Supply Only Of Gun Metal Globe Or Gate Valve Isi Marked With Iron Wheel Head Screwed Both Ends For Iron Pipes Of Following Sizes:- 45 15 Mm Bore 46 20 Mm Bore 47 25 Mm Bore 48 40 Mm Bore 49 S&F 15Mm Bore Bib Tap Standard Of Ptmt Any Colour High Pressure Screwed For Iron Pipe And Fixed In Repair Complete All As Specified And Directed. 50 Supplying And Laying Cast Iron Pipe With Spigot & Socket Ends Centrifugally Cast Class La Isi Marked Suitable For Lead Joints Laid In Trenches Of Following Bores:- 51 80 Mm Bore 52 100 Mm Bore 53 150 Mm Bore 54 Taking Up Cast Iron Pipe Line ( Including All Fittings ) With Spigot And Socket Ends And Lead Joints Including Burning Out Joints And Recovering Lead For The Following Bore Of Pipes:- 55 80 Mm Bore 56 100 Mm Bore 57 150 Mm Bore 58 Cast Iron Bends ( Any Type, Radius And Angle ) Tapers Any Type ( Straight, Bend, Increasing, Decreasing Or Double Socket Etc ) Tees Pieces Single Branches, ‘Y’ Junction, Double Branch Cross ( All Sockets Or Socket & Spigot ) Collar, Caps And Plugs Etc From 200 Mm To 300 Mm Bore Size Complete All As Specified And Directed. 59 Cast Iron Bends ( Any Type, Radius And Angle ) Tapers Any Type ( Straight, Bend, Increasing, Decreasing Or Double Socket Etc ) Tees Pieces Single Branches, ‘Y’ Junction, Double Branch Cross ( All Sockets Or Socket & Spigot ) Collar, Caps And Plugs Etc Upto 150 Mm Bore Size Complete All As Specified And Directed. 60 Construction Of Brick Masonry Valve Pit Chamber With 3 Mm Thick Ms Sheet Cover And 40 X 40 X 6 Mm Angle Iron Frame Embedded In Pcc Coping 1:3:6 Type C-1 Using 20 Mm Graded Stone Aggregates With Locking Arrangements Of Size 1200 Mm X 1200 Mm X1200 Mm Depth ( Internal Size ) , Brick Work In Cement Mortar 1:4 Using Sub Class ‘B’ ( Old Size ) Bricks, Internal Walls Plastered With 15 Mm Thick Cement Mortar 1:4 And Finishing The Surface Even And Smooth Using Extra Cement, 40 Mm Thick Pcc 1:3:6 Type C-1 Using 20 Mm Graded Stone Aggregate In Coping, Pcc 1:4:8 Type D-2 Using 40 Mm Graded Stone Aggregates In Foundation 75 Mm Thick With And Including Necessary Excavation & Earth Work In Soft / Loose Soil Complete All As Specified And Directed. 61 Supply Only Teflon Tape In 10Mtrs Roll 62 M&L For Flow Chart Diagram Of Pump House Indicating No Of Pump Installed , Sumps, Ohr , Suction , Rising Main , Delivery Lines Made The Help Of Computer Graphics And Pasted On 3Mm Thick Acrylic Sheet Duly Framed In Pvc And Fixing At Pump House Appx Size 1Mtr X 1 Mtr -10 Nos 63 M&L For Shock Treatment Chart Standred Size With Written In Hindi / English And Local Language. 64 M&L For Rubber Mat Of 1 Meter X 2 Meter X 19 Mm Confirm To Isi Complete All As Specified And Directed. 65 Renewal Of Existing Ms Sump Mouth Cover With Cast Iron Cover 4 Mm Thick And Nominal Size 0.60 M X 0.60 M Framed In 25 Mm X 25 Mm X 4 Mm Thick Angle Iron Including Fixing With Suitable Hold Fast And Hinges To The Sump Mouth As Required. 66 Dismantling Existing Unserviceable Water Meter From Valve Chamber And Supply And Fixing New Bulk Water Meter Woltman Type With Following Features Nominal Size 300Mm ( 12 ) Make : Kranti And Asihi Or Equivalent 67 Removable Element Structure 68 Class B Dry Dial, Magnetic Drive, Small Presure Loss. 69 Hermetically Sealed Registerensures The Dial Keep Free From Fog And Keep The Reading Clear In Long Term Service. 70 Selected High Quality Materials For Steady And Reliable Characteristic. 71 Technical Data Confirm To International Standard Iso 4064. 72 Cast Iron Body, Epoxy Powder Coated. 73 Work Inciudes Fixing Of New Gi Nuts Bolts Of Suitable Size And Any Other Work Required For The Fixing Of Meter At Site . 74 Test Certificate Of Meter Shall Be Produce . 75 All As Per Item No 26 Above But Nominal Size200mm ( 8 ) . Make : Kranti And Asihi Or Equivalent 76 All As Per Item No 26 Above But Nominal Size 80Mm ( 8 ) . Make : Kranti And Asihi Or Equivalent 77 S & F Pvc Flexible Conduit With Flexible Coupling 40Mm Dia Including Dracing Of Existing Wire Connecting With Existing System All As Directed At Site 78 M&L For Mccb Four Pole 250 Amps, 30 Ka, Thermally Adjustable Between 70% To 100% As Per Havells Cat Ref No. Ihlfnfo250 Or Equivalent In Schneider Or Hager As Approved. 79 Renewal Of Pvc Braided Pipe ( House Pipe ) Heavy Duty 150 Mm Bore For Suction In Sewage Line Complete. 80 Supply Only Scs- 10K 1% Chlorine Dioxide In Powder Form 2 Components ( Component A And Component B ) Based Disinfectant Chemical ( Solid ) Content For Water Treatment Packed In 1Kg Drum. 81 The Quoted Product Must Be Approved By Fssai 82 The Brand Of Chlorine Dioxide Must Have Valid Nsf / Ansi Certificate . 83 The Item Shall Have E-In-Cs Brand Ahq Approval 84 Dismantling, Floor, Hearth Or Wall Tiling Including Cement Mortar Bedding ( But Not Backing ) , Removing Serviceable Tiles To Store And Rubbish Off The Premises Complete All As Specified And Directed. 85 Demolition Of Cement Concrete In Ground Floors And Pavings Not Exc. 15 Cm Thickness ( Below / Above Ground Level ) Complete All As Specified And Directed. 86 M&L Pcc 1:3:6 Type C2 Using 40Mm Grade Stone Aggregate As 75Mm Thick As In Sub Base Finished Fair Complete All As Specified And Directed. 87 M&L Machine Pressed Pre Cast Concrete Rubber Moulded Coloured, Prepolished Interlocking Paver Block Any Shape And Size Confirming To Is 15658-20006 Of 60Mm Thickness, M-30 Grade With Grey Cement And Pigment Complete All As Specified And Directed. 88 M&L Pcc 1:3:6 Type C1 Using 20 Mm Grade 1 Stone Aggregate 75Mm Thick As In Sub Base Finished Fair And Smooth Complete All As Specified And Directed. 89 M&L For Pcc 1:2:4 Type B-2 Using 40Mm Graded 100Mm Thick As In Path / Hard Standing Surface Finished Even & Smooth Complete All As Specified And Directed. 90 M&L Sand Filling 50Mm Thick Under Floor / Over Floor Or In Foundations Including Well Ramming . 91 S&F Precast Pcc Kerbs Stone Machine Pressed Factory Made Of Size 250 Mm To 450Mm Long , 100 Mm Thick & 350 Mm Depth In Pcc 1:2:4 Type B0 Using 12.5Mm Graded Crushed Stone Aggregate Maximum Depretion From A Straight Edge , In All Necessary Earth Work Complete As Required And Directed . 92 Renewal Of Cast Iron Sluice Valve Class Pn-1.6 Isi Marked, Both Ends Flanged, Stainless Steel Spindle, With Iron Wheel And Necessary Jointing Materials, Nuts & Bolts, Washers Etc For Making Two Flanged Joints Of Following Sizes As Required:- 93 80 Mm Bore 94 100 Mm Bore 95 S&F Brush Wooden Frame 60 Cm Long And 8 Cm In Width With Fibre Strands To Suction Sweeper At Swimming Pool.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Statutory Bodies & Commissions/Committees No of Bidders 5
Gujarat View Result →
18.
Petroleum and Natural Gas #9947115 Technical Bid
Tender For Material Handling Services-Iii For Gail Pdh-Pp Project Usar; 1 MATERIAL HANDLING SERVICES-III FOR GAIL PDH-PP PROJECT USAR 2 SHIPPING 3 Material Handling ChargesAll inclusive charges for taking delivery from Transport Companies Godown/ Railway Sidings of all types of consignments including loading onto vehicles, transportation to project site, unloading, stacking and shifting including all formalities with statutory authorities, verification of packages, weighments, surveys, open delivery, obtaining shortage/damage certificates, survey reports, GST enabled documents and supervision at all stages. (All types of transport vehicles, labour, cranes, lifting tackles, handling equipments / lashing materials etc. to be provided by contractor at every stage). 4 All inclusive charges for the collection and loading of small consignments received at various Transport Companies located in and around project location (indicated in technical section) within a radius as indicated below (km) or thereabouts from Project site, transportation to Project site (indicated in technical section),unloading and stacking.All types of general cargo, loose or packed including fabricated equipments, pumps, instruments, fittings, electrical items, cable drums etc. (Rate shall be quoted on per MT basis and payment shall be made asper actual weightof the consignment.) 5 General Cargo (Weight per Package) Upto 3 MTWithin Radius 150 kmFrom USARMAHARASTHTRA 6 General Cargo (Weight per Package) Above 3 MTUpto 9 MTWithin Radius 150 kmFrom USAR MAHARASHTRA 7 All inclusive charges for coordination with Transport Companies offices and completion of all documentation formalities like surrendering consignee copy of LR, submission of indemnity bond/undertaking letter, arranging freight payment etc. and follow up with the transporter for door-delivery of the consignment at project site. (Applicable for door delivery consignments only.) 8 Lumpsum service charges per GC Note (L.R. / G.R.) 9 All inclusive charges for unloading from vehicles arrived at Project site from outside directly and stacking as required.General cargoincludingContainer (Weight per Package) .This includes both indigenous and imported cargo arriving at Project site. 10 Upto 1 MT 11 Above 1 MTupto 5 MT 12 Above 5 MT upto 10 MT 13 Above 10 MT upto 15 MT 14 Above 15 MT upto 32 MT 15 Pipes ofvarious diameters andrandom lengths 16 Steel plates of varioussizes and thicknesses and random lengths 17 Structural steel items 18 Container destuffing at site 19 All inclusive charges for segregation of Structural Steel /Steel Plates / Pipes,Valves, size-wise at Project warehouse including, cranage, labour, breaking of stacks, shifting, restacking, marking with paint etc. 20 Steel Pipes 21 Unloading /Destuffing of bagged /drum items ( including chemicals and catalysts ) with forklift /suitable loading equipment with proper PPEs 22 Miscellaneous activities for Prevention and Preservation 23 Supply of Inert Gas Cylinder(Nitrogen):standard commercial nitorgen cylinders with Nitrogen at around 150Kg/cm2 (approx 2200 psig) pressure. 24 Inert Gas Cylinder (Nitrogen) recharging with Technician 25 Positive material identification (PMI) machine with operator (minimum one day per week) 26 Cleaning and application of rust preventive on bulk piping materials 2to 10 27 Cleaning and application of rust preventive on bulk piping materials 12and above 28 Greasing of valves upto 10 29 Greasing of valves 12 and above 30 All inclusive charges for shifting of consignments from one place to another within the project site including loading, transportation, unloading and stacking, labour, cranage etc. 31 By Truck Capacity 9 MT 32 By Trailer Capacity 20 MT 33 By pick up vehicle Capacity3 MT 34 All inclusive lumpsum charges for gas cutting of tack weldings on trucks/trailers with consignments to release the consignments from truck/trailer before unloading consignments.Rate includes cost of gas cutting equipments, consumables, operator, labour etc. (Charges payable only when the gas cutting equipment is maintained and gas cutting is carried out within the premises of warehouse storage yard.) 35 Rate Per Truck 36 Rate per Trailor 37 All inclusive charges for miscellaneous warehouse activities like opening of wooden cases / crates / bundles, segregation, removal to and from racks, cleaning of surfaces, applying rust preventive, cleaning of warehouse area, supply and covering of equipments / packed items in open storage yard with polyethene sheets, tarpaulin, marking with paint, taking measurements etc. as detailed inthe Item No. 3.0 of the Technical Section of Bid, including manpower, consumables, tools & tackles etc. (Rates shall be applicable as per person for eight hours of working and for the manhours beyond eight hours per day / Sunday / Holiday, prorata payment shall be made). 38 Miscellaneous Warehouse Activities 39 Grass cutting using Machine at open yards including operator, PPE, grass cutting machine, consumables & fuel (Working hour shall be from 0800Hrs to1800Hrs) 40 Painting and Stenciling including supply of paint, thinner, brush and labour and as per instruction of Engineer-In-Charge Upto 2 Inch 41 Painting and Stenciling including supply of paint, thinner, brush and labour and as per instruction of Engineer-In-Charge Above 2 Inch upto 4Inch 42 All-inclusive charges per month at site for supply of labour, equipments, tools & tackles required forday to day working and to be charged only when monthly billing of contractors total charges for Item group Nos. 01WW.50.1, 01WW.50.2, 01WW.50.3, 01WW.50.4,01WW.50.5,01WW.50.6 and 01WW.50.7, fall short of total of item group No : 01WW.50.9 (To be read in conjunction with Technical Section of the Bid clause no 13 of Preamble To Schedule Of Price ) Lumpsum Per Month charges for deployment of following Manpower / Equipments at project site (To be mobilized / demobilized on the discretion of Engineer-in-Charge) inline with the clause no 28of technical section of bid. 43 Unskilled workers 14 nos 44 Semiskilled workers 7 nos 45 Office Staff (computer literate with knowledge of SAP entry / system) 4 nos 46 Supervisor 1 nos 47 Skilled Worker 4 nos 48 Provision of crane as per clause no 8.0 of Technical Section of Bid Type of Crane Tyre mountedrevolving , Number of Crane 1 nos, Capacity 12 MT 49 LCV Truck with operatorand consumables No of LCV 1 Capacity 3 MT 50 Fork lift with operator and consumables , Type of Fork lift fork lift , Number of Fork lift 1 nos , Capacity 3 MT 51 Truck with Operator and Consumables No of Truck 1 Capacity 9 MT 52 Trailor with Operator and Consumables No of Trailor 1 Capacity 20 MT
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Boards / Undertakings / PSU No of Bidders 5
Maharashtra View Result →
19.
Drinking Water Supply and Sanitation #9891928 Technical Bid
Tender For Work Of Augmentation Of Rwss Singod Khurd To Provide Fhtc Including One Year Defect Liability Period Under Jjm In The Jurisdiction Of Phed Sub Division Govindgarh, District Rural Division -Ii, Jaipur. - 1 Construction of 200 mm dia Tube Well 2 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. 3 Nominal bore 200 mm dia. 4 Construction of tube well after completion of drilling by rotary /percussion method & up to 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 5 Nominal bore 200 mm dia. 6 Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 7 Add 30% extra on above item(Item No 2.3.1 to 2.3.3) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . 8 Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 or as per amended up to date. 9 Supplying & PackingP-gravel suitable for slot size/mesh size as suggested in IS 2800 (Part-1) 1991 or as per amended up to date. 10 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 11 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 12 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 13 200 mm dia nominal bore of 5.4mm thickness 14 Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 15 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 16 200 mm dia 17 Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 18 7.5 KW (10 HP) & head above 120 mtr. 19 Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes 20 80 mm dia 21 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 22 a) 80 mm 23 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 24 Above 5 HP and up to 10 HP 25 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 26 16 sq mm size, 4 core 27 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended up to date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. 28 80 mm dia 29 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 30 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 31 50 mm dia 32 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 33 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. 34 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 35 3 core 4.0 Sq.mm 36 Providing & laying GI Pipe “A” (Light) class as per IS: 1239 pat 1: 2004 or amended upto date for casing pipe for submersible cable external work 40 mm dia complete in all respect. 37 Stand By Pump Set- Supplyof 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make offollowing duty condition with required accessories including makingconnection suitable for tube well/DCB. The job includes lowering ofmotor pump, installation of complete fitting & accessories, jointing ofelectrical cables up to switch board, testing of submersible pump set andinterconnection up to water mains, complete in all respect. 38 Up to 7.5 KW (10 HP) & head above 120 mtr. (203Nos) 39 Provision of Pumping Machinery 40 Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 41 Centrifugal Monoblock Pump set (Single Stage) 42 15.0 KW (20.0 HP) 43 Providing, installation, testing and commissioning of submersible dewatering pump set conforming to relevant IS codes and as per scope of work and Technical Specifications, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft, impeller, pump and motor body. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard.The pump set shall be suitable for direct coupling, with suitable suction strainer etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee 44 1.0 HP 45 SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Backlight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Neutral Links , Spiral , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminium Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. 46 STAR DELTA STARTER15.0 KW (20.0 HP) :For 2 motors (1 W+ 1S) I/C- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 100/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCCB 63A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (12-18A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) 47 Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsertionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 48 Manually Operated CI Sluice valve of Class PN-1.0 49 150 mm HW 50 200 mm HW 51 Providing,lowering,laying,aligning,fixinginpositionandjointingCIdismantling joint(SuitableforSluicevalvesetc.)asperISspecifications complete of the following sizes including alljointingmaterial, cost of all labour, testing and commissioning Technical Specifications and as per directionof Engineer.Class PN 1.0 52 150 mm dia. 53 200 mm dia. 54 Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). 55 A/S Tee , Bend, Reducer (All End Socketed) 56 Upto 300 mm Diameter 57 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 58 Class PN 1.6, Manually Operated with Gear 59 150 mm dia 60 Providing, lowering, aligning, fixing in position in pipe line, DIdouble flanged resilient seated Dual plate check valve of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside .Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) ,Insertion rubber of black EPDM 6mm thick .Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 61 Class PN 1.6 62 150 mm dia 63 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 64 Class PN 1.0 65 50 mm 66 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines andspecificationscomplete: Media:Water(Clear),Temp.50deg.,Pr. rating:PN16,Protectiontype:IP-68, BodyMaterial:IS-210Gr.FG-200, AccuracyClass:ClassB(±2%@Nominalflowrate),MagneticDrive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In- Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 67 BFM 150 mm 68 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cove 69 Provision of Reserviours 70 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - 71 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). 72 k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 73 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 20 M 74 100 KL capacity 75 200KL capacity 76 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - 77 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. 78 h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 79 Rates for RCC Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 80 150KL capacity 81 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-9 gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 82 100 mm 83 150 mm 84 200 mm 85 Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsertionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 86 Manually Operated CI Sluice valve of Class PN-1.0 87 100 mm HW 88 150 mm HW 89 200 mm HW 90 Providing,lowering,laying,aligning,fixinginpositionandjointingCIdismantling joint(SuitableforSluicevalvesetc.)asperISspecifications complete of the following sizes including alljointingmaterial, cost of all labour, testing and commissioning Technical Specifications and as per directionof Engineer.Class PN 1.0 91 100 mm dia. 92 150 mm dia. 93 200 mm dia. 94 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 95 Class PN 1.0 96 50 mm 97 Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523 :2000 oramended upto date such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (excluding earth work).A/F Tee, Bend, Reducer (All End Flanged)Upto 300 mm dia 98 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines andspecificationscomplete: Media:Water(Clear),Temp.50deg.,Pr. rating:PN16,Protectiontype:IP-68, BodyMaterial:IS-210Gr.FG-200, AccuracyClass:ClassB(±2%@Nominalflowrate),MagneticDrive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In- Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 99 BFM 150 mm 100 BFM200 mm 101 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 102 Sluice valve chamber of size1.17m x0.95m x1.37mfor pipe size-from 125-to-150mm 103 Provision of Rising Main 104 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 105 100mm diameter 106 150mm diameter 107 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 108 HDPE PE-80 PN-10 109 90 mm HDPE 110 110 mm HDPE 111 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 112 HDPE PE-80PN-10 113 125 mm HDPE 114 140 mm HDPE 115 160 mm HDPE 116 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 117 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 118 Manually Operated CI Sluice valve of Class PN-1.0 119 80 mm HW 120 100 mm HW 121 150 mm HW 122 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 123 80 mm dia 124 100 mm dia. 125 150 mm dia. 126 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 127 Class PN 1.0 128 40 mm 129 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 130 For Class-A loading 131 Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto100mm 132 Sluice valve chamber of size1.17m x0.95m x1.415m for pipe size-from 125-to-150mm 133 Construction of RCC pillar for following size of air valves including earthwork excavation,RCC M25 grade for base slab, vertical pillar, including cost of steel reinforcement ,GI (class-B)/MS vertical pipe, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. 134 Air valve pillarfor airvalves size of 80mmdia 135 Distribution Main 136 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 137 HDPE PE-80PN-6 138 75 mm dia 139 90 mm dia 140 110 mm dia 141 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 142 HDPE PE-80PN-6 143 125 mm dia 144 140 mm dia 145 160 mm dia 146 180 mm dia 147 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 148 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 149 Manually Operated CI Sluice valve of Class PN-1.0 150 80 mm HW 151 100 mm HW 152 125 mm HW 153 150 mm HW 154 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air ValveFlanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float StainlessSteelAISI304/IS:3444,FloatGuide-HBT1,Bodyseatring-Leadedtin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 orScrewed type shall have external pipe threads conforming to IS 554Fasteners - CSEpoxypaintinsideoutsideoffoodgradesafefordrinkingwater,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 155 Class PN 1.0 156 25 mm S-1 Type 157 40 mm S-1 Type 158 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 159 For Class-AA loading 160 Sluice valve chamber of size 1.13 m x0.85 m x1.325 m-for pipe size-upto 100 mm 161 Sluice valve chamber of size 1.17m x 0.95m x1.47mfor pipe size-from 125-to-150mm 162 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 163 Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. 164 bituminous road (average thickness 300 mm) 165 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per MoRD Specification Clause 405. 166 Grading II (Using Screening Crushable type) 167 By Mechanical Means 168 Providingandlayinginpositioncementconcreteinspecifiedgradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trenchwidthspecifiedintenderdocumentandnoextrapaymentshallbe madebemadefortrenchwidthmorethanspecified, completeworkasper technical specification and scope of work. 169 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 170 Removing& Re-fixing of Precast concrete interlocking blocks for laying of pipe linebymanualmethod,stackingofserviceable&nonserviceablematerial separately, disposal of dismantled material lead upto 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub baseasdefined.Completejobistobeexecutedasperthedirectionsof Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technicalspecifications. (Interlockingblockmanufacturedbyfully computerizedautomaticstationeryhydraulicvibropressedmachine&full computerizedautomaticbatchingplantofclassA-1asperBS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) 171 80 mm thick. 172 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 173 80 mm dia 174 100 mm dia. 175 125 mm dia. 176 150 mm dia. 177 Survey by Electronic Total station/DGPS of villages with a view of preparing village index plan indicating roads/ streets, surface and width of road/ streets along with places of importance such as Panchayat Bhawan, Hospital, School, Post office, Temple Water Supply structures (GLRs, PSPs, pumping station physical boundary of village north etc. including levels at some important points as per instruction of engineer in charge.Hydraulic Design of Distribution network in Loop/Water Gem/EPANET or any other compatible software. Preparation of Auto CAD Drawing (A-3/A-2) with complete hydraulic design out put details, such as pipe no, node no, pipe length, pressure at node etc. Submission of three sets of colour print prepared in Auto CAD.For Length Up to 2.5 KM 178 Rate for length up to 2.5 km 179 Add extra for length more than 2.5 km 180 PUMP HOUSE AND BOUNDRY WALL 181 Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement. 182 Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonary in CM: 1:6 section of foundation above PCC,600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. 183 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. 184 Provision of water harvesting 185 Supply of strainer pipes made of ERWM.S.black pipe ISI Marked of following size at the site of work including required size of slotting as per IS : 8110-1985.(Item no. 4.6.2 PWD BSR ) 200 mm dia nominal bore 186 Excavation including loading, unloading, disposal and dressing of excavatedearth within initial lead of 50m and lift up to 1.5m including dressing ofexcavated area and dewatering wherever required complete in all respect. Hard / dense soil (Item no. 1(b) WRD BSR ) 187 Filter 188 Providingandlayinginpositioncementconcreteinspecifiedgradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trenchwidthspecifiedintenderdocumentandnoextrapaymentshallbe madebemadefortrenchwidthmorethanspecified, completeworkasper technical specification and scope of work. 189 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). (4.8 PHED 2022) 190 सेन्‍टरिंगशटरिंग (तख्ता एवम ढुलाबंदी) का आर.सी.सी. छत, स्‍लेब, छज्‍जे, लिन्‍टल आदि डालने के लिए लगाना 4.5 मीटर ऊचाई तक के लिए तथा हटाना आदि विशेष विवरण के अनुसार। शटरिंग स्टील CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 93 c 191 Filter 192 आर.सी.सी. काम के लिए लोहे को काटना] मोड़ना तथा स्‍थान पर लगाना तथा बांधने का कार्य मय आपूर्ति के ।CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 61 193 Supply & lowering air line of 25mm dia, G.I. pipe B class having perforation 3 to 5mm size all arrow of G.I. pipe in Zig-Zag fashion & making air vent at top including the cost of Tee-Nipples, Elbow, Socket etc.(Item no. 4.22 PWD BSR ) 194 40 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la-- 136 C) 195 20 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 136 D) 196 12/10/6 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 136 E) 197 Sand GKN BSR 2019(Material Item No. 5.5) 198 Filter 199 Supply & fixing tube well cover of MS sheet (6 mm thick) with nuts & bolts complete for casing size 200 mm(Item no. 4.8.4 PWD BSR ) 200 S & F M.S. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set(PWD BSR 2019 Item No. 4.9) 201 Provision of Household Connection 202 Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid seperately. 203 Average length up to 05 mtr 20 mm dia MDPE pipe/ 15 mm GI class B pipe 204 Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 205 Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. 206 Survey of all properties, preparation of GIS based consumer mapping of consumer water connectiondatabase, plotting assets on GIS map etc (Satellite image will be provided by the Department) 207 Data entry of existing FHTCs in rural area under JJM on website ejalshakti.gov.in; work includes visiting the village for collecting basic data consumers likei.e. Aadhar no./ration card/voter ID/BPL card/ PAN card/driving licence/passport/Antyodaya card/mobile no. etc. and entering the details on the above website. The cost also includes computer and operator.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 11
Rajasthan View Result →
20.
Drinking Water Supply and Sanitation #9876390 Technical Bid
Tender For Work Of Augmentation Of Rwss Loharwada To Provide Fhtc Including One Year Defect Liability Period Under Jjm In The Jurisdiction Of Phed Sub Division Govindgarh, District Rural Division -Ii, Jaipur - 1 Construction of 200 mm dia Tube Well 2 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. 3 Nominal bore 200 mm dia. 4 Construction of tube well after completion of drilling by rotary /percussion method & up to 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 5 Nominal bore 200 mm dia. 6 Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 7 Add 30% extra on above item(Item No 2.3.1 to 2.3.3) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . 8 Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 or as per amended up to date. 9 Supplying & PackingP-gravel suitable for slot size/mesh size as suggested in IS 2800 (Part-1) 1991 or as per amended up to date. 10 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 11 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 12 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 13 200 mm dia nominal bore of 5.4mm thickness 14 Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 15 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 16 200 mm dia 17 Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 18 7.5 KW (10 HP) & head above 120 mtr. 19 Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes 20 80 mm dia 21 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 22 a) 80 mm 23 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 24 Above 5 HP and up to 10 HP 25 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 26 16 sq mm size, 4 core 27 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended up to date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. 28 80 mm dia 29 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 30 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 31 50 mm dia 32 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 33 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. 34 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 35 3 core 4.0 Sq.mm 36 Providing & laying GI Pipe “A” (Light) class as per IS: 1239 pat 1: 2004 or amended upto date for casing pipe for submersible cable external work 40 mm dia complete in all respect. 37 Stand By Pump Set- Supplyof 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make offollowing duty condition with required accessories including makingconnection suitable for tube well/DCB. The job includes lowering ofmotor pump, installation of complete fitting & accessories, jointing ofelectrical cables up to switch board, testing of submersible pump set andinterconnection up to water mains, complete in all respect. 38 Up to 7.5 KW (10 HP) & head above 120 mtr. (203Nos) 39 Provision of Pumping Machinery 40 Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 41 Centrifugal Monoblock Pump set (Single Stage) 42 15 KW (20 HP) 43 Providing, installation, testing and commissioning of submersible dewatering pump set conforming to relevant IS codes and as per scope of work and Technical Specifications, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft, impeller, pump and motor body. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard.The pump set shall be suitable for direct coupling, with suitable suction strainer etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee 44 1.0 HP 45 SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Backlight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Neutral Links , Spiral , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminium Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. 46 STAR DELTA STARTER15.0 KW (20.0 HP) :For 2 motors (1 W+ 1S) I/C- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 100/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCCB 63A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (12-18A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) 47 Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsertionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 48 Manually Operated CI Sluice valve of Class PN-1.0 49 150 mm HW 50 200 mm HW 51 Providing,lowering,laying,aligning,fixinginpositionandjointingCIdismantling joint(SuitableforSluicevalvesetc.)asperISspecifications complete of the following sizes including alljointingmaterial, cost of all labour, testing and commissioning Technical Specifications and as per directionof Engineer.Class PN 1.0 52 150 mm dia. 53 200 mm dia. 54 Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). 55 A/S Tee , Bend, Reducer (All End Socketed) 56 Upto 300 mm Diameter 57 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 58 Class PN 1.6, Manually Operated with Gear 59 150 mm dia 60 Providing, lowering, aligning, fixing in position in pipe line, DIdouble flanged resilient seated Dual plate check valve of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside .Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) ,Insertion rubber of black EPDM 6mm thick .Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 61 Class PN 1.6 62 150 mm dia 63 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 64 Class PN 1.0 65 50 mm 66 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines andspecificationscomplete: Media:Water(Clear),Temp.50deg.,Pr. rating:PN16,Protectiontype:IP-68, BodyMaterial:IS-210Gr.FG-200, AccuracyClass:ClassB(±2%@Nominalflowrate),MagneticDrive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In- Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 67 BFM 150 mm 68 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cove 69 Provision of Reserviours 70 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - 71 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). 72 k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 73 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 20 M 74 100 KL capacity 75 250KL capacity 76 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - 77 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. 78 h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 79 Rates for RCC Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 80 100KL capacity 81 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-9 gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 82 100 mm 83 150 mm 84 200 mm 85 Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsertionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 86 Manually Operated CI Sluice valve of Class PN-1.0 87 100 mm HW 88 150 mm HW 89 200 mm HW 90 Providing,lowering,laying,aligning,fixinginpositionandjointingCIdismantling joint(SuitableforSluicevalvesetc.)asperISspecifications complete of the following sizes including alljointingmaterial, cost of all labour, testing and commissioning Technical Specifications and as per directionof Engineer.Class PN 1.0 91 100 mm dia. 92 150 mm dia. 93 200 mm dia. 94 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 95 Class PN 1.0 96 50 mm 97 Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523 :2000 oramended upto date such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (excluding earth work).A/F Tee, Bend, Reducer (All End Flanged)Upto 300 mm dia 98 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines andspecificationscomplete: Media:Water(Clear),Temp.50deg.,Pr. rating:PN16,Protectiontype:IP-68, BodyMaterial:IS-210Gr.FG-200, AccuracyClass:ClassB(±2%@Nominalflowrate),MagneticDrive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In- Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 99 BFM 150 mm 100 BFM200 mm 101 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 102 Sluice valve chamber of size1.17m x0.95m x1.37mfor pipe size-from 125-to-150mm 103 Provision of Rising Main 104 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 105 100mm diameter 106 150mm diameter 107 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 108 HDPE PE-80 PN-10 109 90 mm HDPE 110 110 mm HDPE 111 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 112 HDPE PE-80PN-10 113 125 mm HDPE 114 140 mm HDPE 115 160 mm HDPE 116 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 117 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 118 Manually Operated CI Sluice valve of Class PN-1.0 119 80 mm HW 120 100 mm HW 121 150 mm HW 122 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 123 80 mm dia 124 100 mm dia. 125 150 mm dia. 126 Providing,lowering,aligning,fixinginpositionandJointinginpipeline,CIBody FlangedEndTamperproof KineticAirValveofapprovedmakesoffollowing pressureratinganddia and as per followingspecifications: Governingstandard - AWWA C512/ IS:14845:2000(amended up to date),Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Grey cast iron of grade IS:210/FG200,Float-LPball&HPball:AISI304stainlessSteel,FloatGuide-HTB1,Seatring& Gasket - EPDM/NBR, HP Orifice & HP orifice plug : HTB2/ SS ,Bush: Bronze , Flanges as per IS/ BS, Drilled as per IS:1538.Epoxy paint (Non-Toxic & suitable for drinking water)appliedonbody&cover insideandoutsideFasteners-CS/Galvanised steel,OutletofbigorificewillhaveascreentopreventTamperoffloat,withCI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date)PN1.0ratingsValvesincludingallmaterial,labour,testingand commissioningasperTechnicalSpecificationsandas perdirectionofEngineerin charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 127 Class PN 1.0 128 40 mm 129 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 130 For Class-A loading 131 Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto100mm 132 Sluice valve chamber of size1.17m x0.95m x1.415m for pipe size-from 125-to-150mm 133 Construction of RCC pillar for following size of air valves including earthwork excavation,RCC M25 grade for base slab, vertical pillar, including cost of steel reinforcement ,GI (class-B)/MS vertical pipe, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. 134 Air valve pillarfor airvalves size of 80mmdia 135 Distribution Main 136 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 137 HDPE PE-80PN-6 138 75 mm dia 139 90 mm dia 140 110 mm dia 141 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 142 HDPE PE-80PN-6 143 125 mm dia 144 140 mm dia 145 160 mm dia 146 180 mm dia 147 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 148 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 149 Manually Operated CI Sluice valve of Class PN-1.0 150 80 mm HW 151 100 mm HW 152 125 mm HW 153 150 mm HW 154 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air ValveFlanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float StainlessSteelAISI304/IS:3444,FloatGuide-HBT1,Bodyseatring-Leadedtin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 orScrewed type shall have external pipe threads conforming to IS 554Fasteners - CSEpoxypaintinsideoutsideoffoodgradesafefordrinkingwater,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 155 Class PN 1.0 156 25 mm S-1 Type 157 40 mm S-1 Type 158 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 159 For Class-AA loading 160 Sluice valve chamber of size 1.13 m x0.85 m x1.325 m-for pipe size-upto 100 mm 161 Sluice valve chamber of size 1.17m x 0.95m x1.47mfor pipe size-from 125-to-150mm 162 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 163 Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. 164 bituminous road (average thickness 300 mm) 165 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per MoRD Specification Clause 405. 166 Grading II (Using Screening Crushable type) 167 By Mechanical Means 168 Providingandlayinginpositioncementconcreteinspecifiedgradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trenchwidthspecifiedintenderdocumentandnoextrapaymentshallbe madebemadefortrenchwidthmorethanspecified, completeworkasper technical specification and scope of work. 169 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 170 Removing& Re-fixing of Precast concrete interlocking blocks for laying of pipe linebymanualmethod,stackingofserviceable&nonserviceablematerial separately, disposal of dismantled material lead upto 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub baseasdefined.Completejobistobeexecutedasperthedirectionsof Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technicalspecifications. (Interlockingblockmanufacturedbyfully computerizedautomaticstationeryhydraulicvibropressedmachine&full computerizedautomaticbatchingplantofclassA-1asperBS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) 171 80 mm thick. 172 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 173 80 mm dia 174 100 mm dia. 175 125 mm dia. 176 150 mm dia. 177 Survey by Electronic Total station/DGPS of villages with a view of preparing village index plan indicating roads/ streets, surface and width of road/ streets along with places of importance such as Panchayat Bhawan, Hospital, School, Post office, Temple Water Supply structures (GLRs, PSPs, pumping station physical boundary of village north etc. including levels at some important points as per instruction of engineer in charge.Hydraulic Design of Distribution network in Loop/Water Gem/EPANET or any other compatible software. Preparation of Auto CAD Drawing (A-3/A-2) with complete hydraulic design out put details, such as pipe no, node no, pipe length, pressure at node etc. Submission of three sets of colour print prepared in Auto CAD.For Length Up to 2.5 KM 178 Rate for length up to 2.5 km 179 Add extra for length more than 2.5 km 180 PUMP HOUSE AND BOUNDRY WALL 181 Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement. 182 Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonary in CM: 1:6 section of foundation above PCC,600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. 183 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. 184 Provision of water harvesting 185 Supply of strainer pipes made of ERWM.S.black pipe ISI Marked of following size at the site of work including required size of slotting as per IS : 8110-1985.(Item no. 4.6.2 PWD BSR ) 200 mm dia nominal bore 186 Excavation including loading, unloading, disposal and dressing of excavatedearth within initial lead of 50m and lift up to 1.5m including dressing ofexcavated area and dewatering wherever required complete in all respect. Hard / dense soil (Item no. 1(b) WRD BSR ) 187 Filter 188 Providingandlayinginpositioncementconcreteinspecifiedgradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trenchwidthspecifiedintenderdocumentandnoextrapaymentshallbe madebemadefortrenchwidthmorethanspecified, completeworkasper technical specification and scope of work. 189 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). (4.8 PHED 2022) 190 सेन्‍टरिंगशटरिंग (तख्ता एवम ढुलाबंदी) का आर.सी.सी. छत, स्‍लेब, छज्‍जे, लिन्‍टल आदि डालने के लिए लगाना 4.5 मीटर ऊचाई तक के लिए तथा हटाना आदि विशेष विवरण के अनुसार। शटरिंग स्टील CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 93 c 191 Filter 192 आर.सी.सी. काम के लिए लोहे को काटना] मोड़ना तथा स्‍थान पर लगाना तथा बांधने का कार्य मय आपूर्ति के ।CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 61 193 Supply & lowering air line of 25mm dia, G.I. pipe B class having perforation 3 to 5mm size all arrow of G.I. pipe in Zig-Zag fashion & making air vent at top including the cost of Tee-Nipples, Elbow, Socket etc.(Item no. 4.22 PWD BSR ) 194 40 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la-- 136 C) 195 20 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 136 D) 196 12/10/6 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर ( CykWd Lrjh; nj vuqlwph 2021 iapk;r lfefr [k.Mkj ds vuqlkj dz-la- 136 E) 197 Sand GKN BSR 2019(Material Item No. 5.5) 198 Filter 199 Supply & fixing tube well cover of MS sheet (6 mm thick) with nuts & bolts complete for casing size 200 mm(Item no. 4.8.4 PWD BSR ) 200 S & F M.S. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set(PWD BSR 2019 Item No. 4.9) 201 Provision of Household Connection 202 Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid seperately. 203 Average length up to 05 mtr 20 mm dia MDPE pipe/ 15 mm GI class B pipe 204 Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 205 Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. 206 Survey of all properties, preparation of GIS based consumer mapping of consumer water connectiondatabase, plotting assets on GIS map etc (Satellite image will be provided by the Department) 207 Data entry of existing FHTCs in rural area under JJM on website ejalshakti.gov.in; work includes visiting the village for collecting basic data consumers likei.e. Aadhar no./ration card/voter ID/BPL card/ PAN card/driving licence/passport/Antyodaya card/mobile no. etc. and entering the details on the above website. The cost also includes computer and operator.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 8
Rajasthan View Result →
21.
Educational and Research Institute #9800564 AOC
Tender For Construction Of Academic Block Building In University College Of Engineering, Bit Campus, Trichy District.; 1 Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- 2.40m-3.30M Footing Depth.Data worked out for 48 m3 per day/8 hrs. 2 Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.A). Upto 2.40m Depth.Data worked out for 64 m3 per day/8 hrs 3 Refilling with excavated earth other than sand with an initial head load of 100 mts and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. 4 Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. 5 Supplying and Filling in foundation and basement and trenches with M-Sand in layers of not more than 15cm thick well rammed watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. 6 Supplying and filling of 40mm HBGS metal in dispersion trench around the stoneware pipe or in the leach pit or rain water harvesting pit or soak pit to the required thickness complete complying with standard specification and as directed by the departmental officers. (The rate including cost of metal filling etc. complete complying with standard specification.. 7 Supplying and filling of 20mm HBGS metal in dispersion trench around the stoneware pipe or in the leach pit or rain water harvesting pit or soak pit to the required thickness complete complying with standard specification and as directed by the departmental officers. (The rate including cost of metal filling etc. complete complying with standard specification. 8 Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by mechanical means 9 Providing Anti – termite treatment to soil adjacent and under building foundation, plinth periphery of the building by application of chemicals of IS 6313 part I to IV in stage to suit the progress of work consist as per the detailed specification as below (Measurements taken for the plinth area for the purpose of payment) including braking of termite mounds, making holes with crow bar, closing the holes after the treatment and including cost of chemicals, labour charges, transport & storing etc., complete and as directed by the departmental officers.(The chemical should be got approved by Executive Engineer before use on work).Stage -1 : Spraying Anti –termite chemical solution for the foundation before laying concrete, in bottom and sides of foundation.Stage-2 : Spraying Anti –termite chemical solution to the grade beam level, spraying has to done for to grade beam brick masonry contact with the back fill earth.Stage-3 : Spraying Anti –termite chemical solution on the sand for the flooring before laying the flooring concrete. This treatment has to be carried out and sand filling by making holes with crow bar to a depth of 60cms and at 60cms intervals on both direction and at junction of wall and flooring throughout.Stage -4 : Spraying Anti –termite chemical solution alround building outside by making holes with crow bar before laying plinth protection and the holes to be close after the treatment. etc., complete complying with standard specification and as directed by the departmental officer. 10 Providing and laying in position, standardised concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost ofreinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials). 11 For Foundation & Basement 12 For Super structure in Ground Floor 13 For Super structure in First Floor 14 For Super structure in Second Floor 15 Providing and laying in position, Standardised Concrete Mix M-25 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS:456- 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kglm3 and maximum water cement ratio of 0.50, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m’) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). 16 For Foundation & Basement 17 For Super structure in Ground Floor 18 For Super structure in First Floor 19 Providing and laying in position, Standardised Concrete Mix M-35 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS:456- 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 425 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticiser / superplasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability withoutimpairing strength and durability with about (5.0 Cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m’) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). 20 For Super structure in Ground Floor 21 Post Tensioning Work: Design and execution of post tensioning work, including decoiling, the strands, cutting to the required lengths, supplying, laying of HT strands sheathing (GI corrugated ducts 0.3mm thick) jointing with couplers and inserting the strands, profiling, fixing liveend anchorages, including supply of stressing anchorages, suitable for 5-5 & 5-4 tendons, grout vents,making dead end anchorages, including flowering the strands, fixing tendon support bars, supervising the fixing of antibursting reinforcement, stressing the cables, end trimming, grouting the cables, with cement slurry, mixed with admixtures with required tools, plants, and machineries, and consumables etc. (Shuttering,concreting & reinforcement steel shall be paid under respective items) at all heights including all leads, lifts, coordination, with the post- tensioning agency, preparation of drawings, obtaining approval from the Employer / Architect etc. Rate to include providing water, power, cement and admixture for grouting, packing of sheathing and anchorages blockings, filling of recess pockets after stressing using grouts (cement slurry mixed with approved admixtures) including providing access to post tensioning at all heights including all leads, lifts etc., all complete and as approved and as directed by the Employer Architect but excluding shuttering, concreting & reinforcement steel which shall be payable under respective items separately. 22 Manufacturing, supplying and fixing Precast Reinforced Cement Concrete slabs of following thickness in RCC 1:2:4 (one cement, two crushed st one sand and four aggregates), using following HBGS jelly excluding cost of reinforcement steel in position but including cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed by the departmental officers. 23 50mm thick 24 75mm thick 25 Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the departmental officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire) 26 For Foundation & Basement 27 For Super structure in Ground Floor 28 For Super structure in First Floor 29 For Super structure in Second Floor 30 Finishing the top of roof with Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.-Mixing by mechanical means 31 For Foundation & Basement 32 For Super structure in Ground Floor 33 Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener , side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid). 34 Supplying and erecting centering for plane surfaces such as RCC Floor Slab, Roof Slab, Loft, Landing Slabs, etc with necessary supports and strutting upto 3.60m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over steel adjustable span of size 2m x 2m (expandable upto 3.60m) and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) , etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). 35 Supplying and erecting steel centering including necessary supports For plane surfaces such as rectangular or square RCC columns etc. which require only nominal strutting using mild steel sheets made of 10 gauge thick welded with MS angle size 40mm x 40mm x 5 mm and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick).etc..complete in all floors complying with standard specifcation. Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). 36 Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as vertical slab, side slabs of boxing, vertical drops, facia, vertical wall, etc. using mild steel sheets of size 1200cm x 60cm and 10 BG stiffened with welded mild steel angles of size 40mm x 40mm x 5 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner, Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals. MS Channel Section (ISMC 100) shall be provided as a vertical support @1.20m C/C and with Lateral support of Steel Adjustable Telescopic Props of Size 2m x2m (expandable upto 3.60m) & steel pipes of 20mm dia @ required level/spacing etc. complete complying with standard specifcation and as directed by the departmental officers. (Payment for centering shall be given after the concrete is laid) 37 Supplying and erecting centering for plane surfaces such as RCC Floor/Roof Beam, Lintels, Cantilever Beams, Bed Blocks etc.. with necessary supports and strutting upto 3.60m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over Steel adjustable Span of Size 2m x 2m(expandable upto 3.60m) and Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) Spaced at not more than 50 to 60cm c/c , etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). 38 Brick work in 1:6 Cement Mortar using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for foundation and basement including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally. other type of bond shall be done as directed by the Executive Engineer in charge. 39 For Foundation & Basement 40 For Super structure in Ground Floor 41 For Super structure in First Floor 42 For Super structure in Second Floor 43 Brick work in 1:5 Cement Mortar using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for foundation and basement including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally. other type of bond shall be done as directed by the Executive Engineer in charge. 44 For Foundation & Basement 45 Brick work in 1:3 Cement Mortar using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for foundation and basement including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally. other type of bond shall be done as directed by the Executive Engineer in charge. 46 For Foundation & Basement 47 Damp proof course as per IS 3067:1988 with Cement Mortar 1:4 (One Cement and Four crushed stone sand) 12mm thick mixed with best approved quality Integral liquid water proofing compound conforming to Indian Standard specification as specified by the departmental officers at 2% by weight of cement used , finishing and curing etc. complete complying with standard specification - Machine Mixing 48 Brick partition walls of 11.50cm thickness using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 in Cement Mortar 1:3 (One Cement and Three CS Sand) using hoop iron reinforcement if found necessary including Cost of Mortar Plasticizer, curing etc. complete complying with standard specification and as directed by the departmental officers. (Hoop iron reinforcement will be measured and paid for separately) 49 For Super structure in Ground Floor 50 For Super structure in First Floor 51 Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three Plastering Sand) 10mm thick including mortar plasticizer at 200ml per 50Kg of cement used , hacking the surfaces and curing, etc., in all floors complying with standard specification and as directed by the departmental officers 52 Stucco plastering 12mm thick using blue granite chips of size 10mm and below over a base plastering with cement mortar 1:5, 12mm thick, etc., complete complying with standard specifications 53 Plastering the surface of walls with Cement Mortar 1:5 (One cement and Five plastering sand), 12mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used , curing etc., complete complying with standard specification andas directed by the departmental officers. 54 Plastering with Cement Mortar 1:3 (One Cement and Three Plastering Sand) 12mm thick mixed with water proofing compound conforming to BIS at 2% by weight of cement used including mortar plasticizer at 200ml per 50Kg of cement used, finsihing, curing, etc., complete in all floors complying with standard specification and as directedby the departmental officers. 55 Painting two coats of newly plastered wall surface with ready mixed plastic Interior emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification and as directed by the departmental officers. 56 Painting the wall two coats with approved weather proof Exterior Emulsion paint over one primer coat on cement plastered wall surface ect., complete complying with standard specification and as directed by the departmental officers. 57 Paving the Top of roof with Solar refelective ceramic tiles of approved quality and colour laid in Cement mortar bed in 1:3 (One cement and three crushed stone sand) 12mm thick and pointed with water resistant tile epoxy grout for joint, curing etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by the Executive Engineer beforeuse on works) 58 Supplying and fixing in position best approved of BIS quality PVC rain water down fall pipes having a pressure of 4 kg. / sq.cm including cost of necessory PVC shoe, PVC bend, cast iron gratings of required diameter and special clamps, brass screws, nails, etc., and fixing of cast iron gratings at junction of parapet and the RCC roof slab including finishing neatly etc., complete. The rate shall be inclusive of cast of removable cast iron grating. The PVC pipe shall be fixed in wall with special type of “U” clamp at the centre of the pipe line in addition to those for more than 3.0 metre pipe length, etc., complete complying with standard specification and as directed by the departmental officers 59 160mm dia PVC Pipe - For One Floor 60 160mm dia PVC Pipe for Two Floors 61 160mm dia PVC Pipe for Three Floors 62 110mm dia PVC Pipe for One Floor 63 Paving the floor with best quality Double charged Vitrified tiles 600 x 600 x 8mm size of approved colour and variety conforming IS 15622 with water absorbtion less than 0.08% of approved colour and shade laid over cement mortar bed of 20mm thick in cement mortar 1:3 (one cement and three crushed stone sand) with required Cement Slurry and Mortar Plasticizer in all floors and the top pointed with Water Resistant Tile Epoxy Grout etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by Executive Engineer before use on works) 64 Paving pre-polished concrete anti-skid step tiles (Required shape and design) of 20mm thick of approved quality and colour laid in accordance with IS 1443 in Cement Mortar 1:3 (One Cement and Three crushed stone sand), with required Cement Slurry and Mortar Plasticizer, 20mm thick and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by Executive Engineer before use on works) 65 Paving the floor with Tactile paver type of new tack BT yellow colour ceramic tiles of approved quality and colour of size 305 x 305 x 15mm in all floors over a base layer of cement mortar 1:3 (one cement and three M sand) 20mm thick and pointing with white cement using 0.30kg/m2 including adding suitable colour pigments to suit the colour of tiles finishing perfectly and curing etc., including cost of tiles, all materials and incidential charges, transportation charges and labour charges for laying tiles etc., complete complying with standard specification and as directed by the departmental officers . (The tiles should be got approved by the departmental officers before use on works). 66 Paving the floor with best approved quality fine polished Granite Synthetic Slabs of 1200 x 600 of 16/ 18 mm thick size and synthetic grey, Paradise of similar Variety with machine cut edges laid over a cement mortar bed of 20mm thick using cement mortar 1:3 (One cement and three crushed stone sand) with required Cement Slurry and Mortar Plasticizer and laid in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments etc., complete complying with standard speicification and as directed by the departmental officers.(The granite stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work) 67 Labour charges for finishing the top of working tables and staircase step portion with nosing arrangements in Granite slab tiles including cutting the edges and polishing including cost of polishing materials complete complying with standard specification and as directed by the departmental officers. 68 Flooring with ceramic tiles of Colour and Design Ceramic Tiles of size 305x305x6mm and variety conforming to IS 15622 laid over cement mortar bed of 20 mm thick in cement mortar 1:3 (One Cement and Three crushed stone Sand) with required Cement Slurry and Mortar Plasticizer including cutting the tiles to the required size with special cutter wherever necessary, laying in position and pointing with Water Resistant Tile Epoxy Grout at the rate of 0.27 Kg. / sq.m.etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by Executive Engineer before use on works) 69 Dadooing walls with following best approved quality, printed design colour glazed tiles of size 150mm x 150mm x 6mm glazed tiles conforming to IS 15622 of following sizes in Cement Mortar 1:2 (One Cement and Two crushed stone sand),10 thick with Mortar Plasticizer and pointing the joints with Water Resistant Tile Epoxy Grout at the rate of 0.27 Kg. / sq.m. neatly in all floors, curing, etc., complete complying with standard specification and as directed by the departmental officers.(The make and brand of the tiles should be got approved by Executive Engineer before use on works) 70 Supplying and fixing of PVC corner size beeding of best approved quality of 25 x 75 mm size and thickness of required height of walls using cement mortar 1:2 (One cement and two sand) and finishing the surface smooth with ceramic tiles etc., complete complying with standard specification and as directed by the departmetal officers. 71 Providing granolithic floor finish of the 20mm thickness with plain cement concrete 1:2:4 (One Cement, Two Crushed Stone Sand and Four aggregate) using 6 to12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trowel, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) 72 Supplying ,fabricating and fixing in position of steel frame without bottom frame, of size 100X60mm rectangular section with necessary rebate 30mmX15mm, to host the shutter,using 1.25mm thick (18 guage) CRCA cold rolled frame steel plate confirming to ISI specified ensured of right butt joint riveted hold assembly with nylon insert,not be welded with special purpose hard ware.Proclaimed including phopating as per ISI with rust preventive primer ready to assemble condition for easy installation at site including dismantling,making necessary chipping and holes in RCC columns, walls with power drills to the extent required ,including providing concrete 1:2:4 inside the box curing etc... complete complying with standard specification and as directed by the departmental officers. 73 Supplying and fixing in postion of 35mm thick solid core flush door shutters with following specification. with TW ply on both sides and with TW lipping of size 35x12mm on all edges with necessary adhesives and C.P. Screws Alu. Butt Hinges (6 nos. 250 x 16 mm Size) Alu. Aldrop1 No. 250 x 16 mm Size, Alu. Tower Bolt 2 No. 250 x12 mm size, alu. Tower Bolt 2 No. 200 x 12 mm size, D type alu. Handle 200mm length 2 No., alu. door stopper with rubber bush 2 No. shall be provided, as directed by the departmental officers etc., complete. 74 Single Leaves 75 Double Leaves 76 Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile the size of outer frame 60mm x 58mm and shutter profile are reinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle. The corners and joints should be welded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The window should be got approved from the Executive Engineer before use on work 77 Manufacturing, supplying and fixing of 1/3 panelled and 2/3 grilled steel doors with the following specification M.S angles of a size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x5mm for the shutter frames stiffeners with 32x6mm M.S. flat is provided at required intervals in the shutter frames 18 gauge C.R. sheet is laid as panel in the shutter and welded intact for 1/3 bottom portion of the shutter. M.S. flat 18x5mm is welded over the 32x6mm M.S. flat sandwitching the CR sheet in between. Additional stiffener with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter. The balance 2/3 portion at top is provided with grill at an average weight of 20kg/sq.m and 3 Nos Steel Parliament Hinges of Size 125mm x 150mm incase single leaves shutter to be provided, 6 Nos Steel Parliament Hinges of Size 125mm x 150mm for double leaves shutter to be provided, 6nos of holdfasts 200mm in length made of angle section spliced at the ends are welded to the outer frame of the door. Tower bolts 3 nos, one at the top, one at lock rail(Inner) and the other at the bottom are provided. one aldrop is provided at on appropriate place in the door. 2Nos of handle are to be provided. A Tie bar is provided at the bottom of the outer frame to prevent twisting of frame during transportation or fixing. All members are given one coat of red oxide primer as directed by the departmental officers. The rate includes cost of all materials, labour charges, taxes, transportation to site of work, loading, unloading and all other incidental charges etc., complete complying with standard specification and as directed by the departmental officers. - Single leaf of size 1.00m x 2.10m. 78 FRP Door Sutter with FRP Door Frames made out of FRP Sheets of 3mm thick of over all size 65mm x 50mm with rebate suitably reinforced using MS Angle / Flats, cost of holdfasts and Solid Core FRP Shutter Panel of 5mm thick and hollow core frames of 3m wall thickness for styles and rails etc., of sizes specified by Engineers 79 Supplying and fixing of PVC Sliding Door with Roller using 19 Gauge 19mm MS square tubes for styles and outer frames. 15mm MS square tubes for top, lock and bottom rails. The steel tubes shall be covered with 5mm thick solid PVC Sheets. Shutter using 5mm thick solid PVC Sheets for panelling shall rigidly fixed in position including necessary furniture and fittings. The over all size of styles shall be 50mm x 30mm. The over all size of top rail, lock rail and bottom rail shall be 75mm x 30mm. The over all size of frames shall be 50mm x 45mm with suitable rabate for housing the shutter 80 UPVC Ventilator Specification: Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Louvered Ventilators of from the profile the size of outer frame 60mm x 58mm and shutter profile size of 60 x 78mm both profiles are reinforced with GI/1mm 125GSM and 100% corrosion free, the profile are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with all over the edges of frame and shutter. The corners and joints should be welded and cleaned. Radiations pin headed glass 4mm thick should be provided in the louvers. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The ventilator should be got approved from the Executive Engineer before use on work. 81 Supplying and fixing MS grills to doors, windows and ventilators etc. using necessary MS flats (or) square rods for inner members and outer members which should be fixed to window frames as directed and design given by the departmental officers inclusive of cost of providing one coat of best quality red oxide primer etc., complete complying with standard specification and as directed by the departmental officers . 82 Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with One coats of best approved first quality and colour of synthetic enamel paint over the priming coat in all floors excluding cost of priming coat etc., complete complying with standard specification and as directed by the departmental officers. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) 83 Painting the new wood work two coats with best approved first quality and colour of synthetic enamel paint over a priming coat of approved quality in all floors including cost of paint, labour and other materials like brushes, putty and scaffolding charges etc., complete complying with standard specification and as directed by the departmental officers. (The make quality and colour of paint should be got approved by the departmental officer before use on work). 84 Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia Stainless Steel pipe post of 1.00mm thick as vertical at 900mm centre with 2 Nos. of 25mm dia intermediate horizontal stainless steel pipe of 1.60mm thick in between. The vertical pipe has to be welded to the 100 X 100 X 6mm MS base plate encased in the base concrete. The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance, electrical charges, etc. complete 85 Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase near wet riser using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick will be provided with tubular supports made of 304L Grade Stainless Steel pipe of 25mm dia of 1.60mm thick welded to the railing. The supports will be grouted into the wall and provided with 93.00mm thick Stainless Steel circular base plate of 304 Grade. The rate shall included for grouting into concrete with necessary supporting arrangements the hand rail in floor polishing buffing, bonding, cutting, grinding, conveyance, welding charges, electrical charges, etc. complete 86 Providing expansion joint of 12.5mm wide in between RCC twin columns from top of pedastal to full height including filling the inner space with suitable nonabsorbent, flexible and well compressible filler materials of approved quality and brand; finishing the sides of RCC columns with polysulphide sealents for a depth of 7.5mm on either side covering the inner space filled with filler materials as above etc., complete complying with standard specifications and as directed by the departmental officers. 87 Providing expansion joint in RCC floor slab for 12.5mm width using polysulphide as sealent on the top and bottom for a depth of 7.5mm each and packing the inner space using compressible non-absorbent filler materials including cost of labour for cutting and fixing filler materials and laying polysulphide sealent with necessary spatula etc., complete complying with standard specifications and as directed by the departmental officers 88 Providing expansion joint 12.5mm width in RCC roof slabs between RCC twin beams using PVC water bar of 150mm wide centre bulb of 4mm to 6mm thickness of approved quality and brand and including filling the inner space with suitable non-absorbent flexible and well compressible filler materials of approved quality and covering the top surface with GI sheet 30cm wide and 1.6mm thick using phill plugs, GI screws, limpet cup washers, bitumen washers, etc., complete complying with standard specifications and as directed by the departmental officers. 89 Providing Polymer Coating (Water Proof Coating) for sunken portion of toilet with following specification and the surface shall be cleaned to remove all dust, foregin, matters lose materials or any other deposits of contamination by rubbing with wire brush. Slurry: Dry blend and polymer liquid blend shall be mixed into the desired ratio as per recommendation of the supplier. The mix shall be stirred thoroughly until no bubbles remain in the mix. Any lumps found in mix shall be removed. Apply first coat of polymer modified cementitious slurry by brush on wet cleaned surface. After drying, second coat shall be applied on the first coat as directed by the departmental officers etc. The rate inclusive of cost of materials and labour, etc., complete. 90 Brick Jelly Lime Concrete 1:2:5 using 40mm brick jelly in Lime Mortar 1:2 using limestone and sand - 10 Cu.m for sunken portion etc. complete complying with standard specifications and as directed by the departmental officers. 91 Supplying and fixing in position CI manhole covers with CI frames (Heavy duty) of size 60cm x 60cm of best approved quality as per standard specification etc., complete compying with standard specifications 92 Supplying and fixing PVC ventilating shaft of 110mm dia (having working pressure 4 kg. / sq.cm) with 3 metre height including cost of PVC cylindrical cowl of best approved quality etc., complete complying with standard specifications and as directed by the departmental officers 93 Supplying and fixing of RCC hume pipe of flush joint to a size 300mm RCC wall with 25mm thick to a length of 30cm in RCC M 35 with nominal special reinforcement as directed by the departmental officers etc., complete complying with standard specification. 94 Supplying and installation of Ceramic Steel chalk writing board with the following specification. The 2mm GI Sheet is placed with wall side over the GI sheet necessary adhesive is spreaded and fixed the 9mm MDF board on the GI sheet 0.40mm thick ceramic steel chalk board is provided over the MDF board and the whole arrangements are fixed to the frame using heavy anodized Aluminium section and Chromium plated provided in the corners. The whole arrangement are fixed to the wall using wooden plugs and screws etc., The rate includes all above materials, labour charges and taxes etc., complete complying with standard specification and as directed by the departmental officers. 95 Supplying and fixing of good quality and best make of Chalk Piece and Duster Holder of size 300 x 200mm made up of stainless steel in the places shown by the departmental officers including transporting to the work site, fixing in position etc., complete complying with standard specification. 96 Supplying, fabricating, erecting and fixing Hilux (or) equivalent board false ceiling upto a ceiling height of 4.5m from floor level.etc., complete complying with standard specification and as directed by the Departmental officers 97 Supplying and fixing Gyp-board designed Cornices of 100x60mm width in the edges of the false ceiling wherever necessary as per the direction of the filed officers. The rate includes the cost of materials, transportation charges and fixing charges and other incidental charges etc., the pattern of the cornice has to be approved by the Executive Engineer before used on work etc., complete complying with standard specification and as directed by the departmental officers. 98 Supplying and fixing ornamental Brass-in-lay Burma Teak Wood Entrance Door with a size of 2.10 m x 2.55m with six leaves as per the drawing and design as approved by the departmental officers.The clear opening of each door shall be of 2.00m. The outer frames are of finished size 175mm x 125mm.The Each door shall have two leaves of 1/3 panelled and 2/3 glazed. The Outer frame of the shutter of finished size of 150mm x 50mm.All the Panels shall be of finished 50mm thick. The main outer frame, shutter frame and panels shall be engraved with computer design ornamental carving works of approved pattern with skilled carpenter as directed by departmental officers. All the glazing works shall be done with design painting works.Necessary grill protection arrangements shall be made for the glass portion. The door frame and shutters shall given two coats of best and approved quality of high Glossy Polyurethane finish.The rate includes cost of best and approved quality of Burma Teak wood,design painted glass, Brass hinges,Tower bolts, Aldrop, locking arrangments,ornamental handles,brass screws and labour charges, transportion charges, all taxes, etc., complete. 99 Drilling 150mm dia vertical bore well to the required depth as directed by the departmental officers including labour charges inserting pipes assembly in the drilled pit including welding the joints wherever necessary and grouting the casing pipe if necessary in hard rock etc. complete and including transportation charges for the rigs and supporting vehicles from one place to another etc. complete as directed by the Executive Engineer. 100 Upto 150m BGL 101 Upto 150m to 180m BGL 102 Upto 180m to 210m BGL 103 Supplying 160mm dia Special Blue Slotted Pipes for Bore Wells of pressure 6kg/m2 in the drilled hole of the following dia in 3m length with screwed and socket ends and centering guide for every 15 m length of pipes as per I S I 12818/1992 inclding welding the joints supplying and poeting the annular space with pebbles of size and quality etc complete as directed by the departmental officer 104 Supply of 160 mm dia PVC End cap of best approved quality having pressure of 6 kg/sq.cm. etc. complete as directed by the departmental officers. The pipe should be got approved by the Executive Engineer before use on works. 105 Supplying and delivery of best and approved quality of 40mm dia HDPE pipe of 10kg/m2 size including laying in the basement and tying with copper wire etc., complete complying with standard specification for delivery line from the bore from submersible pump in borewell and as directed by the departmental officer. 106 Supplying and fixing of MS borewell clamp suitable for 40mm dia pipe and 4 Nos. of bolts and nuts of best approved quality etc. complete and complying with standard specification and as directed by the departmental officers . 107 Supplying, fixing and Erecting in position of single phase 5.00 H.P Submersible Pumpset suitable for 150mm dia Borewell with ISI IS 8034 with 3 phase Panel Board - Star Delta with two level guard and Auto start including Transport charges etc., complete complying with standard specification. 108 Supplying and tying of Nylon rope of 18mm dia thread make with best quality for holding submersible pump etc., complete as directed by the Executive Engineer. The Rope should be got approved by the Executive Engineer before use on works. 109 Supply of 2.50 Sq.mm PVC insulated and shethed 3core flat type finolex copper cable for motor pump electrfication confirming tro IS 694/1996 including conveyance to work site etc.. 110 Supplying, laying and jointing UPVC pipes of Class 6 (having working pressure of 12.50 kg/sq.cm) conforming to IS 4985- 2000 of approved quality and best variety conforming to BIS of the following dia including cutting and fixing UPVC specials using UPVC adhesives (but excluding cost of such specials) in accordance with IS 7634-3 (2003) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges upto 4 metre height above ground level, etc., complete complying with standard specifications. The PVC pipes shall be got approved by Executive Engineer before use on works - External water supply Below ground level. 111 50mm dia UPVC pipe 112 Supplying, laying and jointing UPVC pipes of Class 6 (having working pressure of 12.50 kg/sq.cm) conforming to IS 4985- 2000 of approved quality and best variety conforming to BIS of the following dia including cutting and fixing UPVC specials using UPVC adhesives (but excluding cost of such specials) in accordance with IS 7634-3 (2003) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges upto 4 metre height above ground level, etc., complete complying with standard specifications. The PVC pipes shall be got approved by Executive Engineer before use on works - External water supply Above ground level. 113 40mm dia UPVC pipe 114 32mm dia UPVC pipe 115 Supplying, laying and jointing UPVC pipes of Class 6 (having working pressure of 12.50 kg/ sq.cm) conforming to IS 4985- 2000 of approved quality and best variety of the following dia including cutting and fixing UPVC specials using UPVC adhesives (but excluding cost of such specials) in accordance with IS 7634-3 (2003) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges, etc., complete complying with standard specifications. The PVC pipes shall be got approved by Executive Engineer before use on works - Internal water supply above ground level. 116 25mm dia UPVC pipe 117 20mm dia UPVC pipe 118 Supplying and fixing the following UPVC specials of heavy type and approved quality and good variety excluding the fixing charges but including necessary cutting and threading on UPVC pipes for jointing UPVC Specials and providing two coats of painting with good variety of paint over a coat of priming coat in the case of pipes line above ground level and one coat of tarring in case of the pipelines above ground level and one coat of tarring in case of the pipelines below ground level etc,complete 119 50mm dia UPVC Union 120 40mm dia UPVC Union 121 32mm dia UPVC Union 122 25mm dia UPVC Union 123 50mm dia UPVC Elbow 124 40mm dia UPVC Elbow 125 32mm dia UPVC Elbow 126 25mm dia UPVC Elbow 127 40mm dia UPVC Hex Nipple 128 32mm dia UPVC Hex Nipple 129 25mm dia UPVC Hex Nipple 130 25x20mm UPVC Reducer Elbow 131 20x15mm UPVC Reducer Elbow 132 40mm dia UPVC Tee 133 32mm dia UPVC Tee 134 25mm dia UPVC Tee 135 25x20mm UPVC Reducer Tee 136 20x15mm UPVC Reducer Tee 137 Supplying and fixing in position first quality and approved variety of Gun metal Gate Valve / Wheel Valve with BIS make of the following dia including cost of shellac, thread balls, etc., complete complying with standard specifications (for both internal and external water supply arrangements). The valves to be used on work shall be got approved by the departmental officer before use on work. 138 32 mm dia Gate Valve 139 25 mm dia Gate Valve 140 Supplying and fixing in position 15mm dia brass CP screw down tap tap (heavy duty) of approved make conforming to BIS specifications and quality including cost of shellac, thread, etc., complete complying with standard specification and including cutting and threading wherever necessary. (Taps should be got approved by the Executive Engineer before use on the works) 141 Supplying and Fixing of PVC ready made water tank of approved quality with standard specification and best brand including testing for leakages after making installations and connections. The cost inclusive of lid and lock with bolt and nuts for PVC tank, transportation, loading, unloading, lifting, installation and necessary connections etc., complete complying with standard specifications and as directed by the departmental officers.(The PVC Water Tank should be got approved by the Executive Engineer before use on works). 142 Supplying and fixing in position Indian water closet oriya type of size 580x440mm white glazed earthernware of approved quality with P trap or S trap conforming to IS 2556-Part XII with sand cushion and forming flooring alround the closet using 40mm broken brick jelly in lime concrete 1:2:5 (One part of lime, two parts of sand and five parts of brick jelly) 100mm thick and finishing the top to required slope and including giving necessary connection to PVC. pipes by dismantling brick masonry, reinforced cement concrete roof/floor slab and making good the disturbed portion to original condition without leakage etc., complete complying with standard specification and as directed by the departmental officers.(The Oriya type Water Closet and all accessories should be got approved by the departmental officers before use on work) 143 Supplying and fixing in position White Glazed European water closet of best quality and approved make with 100mm P or S trap with double flapped rigid PVC.seat cover with chromium plate brass hinges, including supplying and fixing PVC. Low level flushing tank 10 litre capacity of approved quality on wall with teak wood plugs, brass screws and 2 numbers 15mm dia gun metal wheel valve, 15mm dia nylon connection and giving necessary water supply connection as directed by the departmental officers. The rate includes cost of 100mm dia PVC.Pipe 60cm long including cost of 3 Kg.of white cement 6Kg.of cement, spunyarn, shellac, thread ball, teak wood plugs, brass screws 75mmx10mm etc., complete complying with standard specification and as directed by the departmental officers. (The European Water Closet and flushing tank should be got approved by the Departmental Officers before use on work.) 144 Flooring with Snow White Marble Slab (Adanga) 18mm to 20mm thick and above free from all defects in all floors over a base layer of CM 1:3, 20mm thick including Mortar Plasticizer. The marble slab shall be laid over the cement mortar by applying cement slurry in between base mortar and marble slab and pointed with white cement neatly including polishing with polishing stone and oxalic acid etc. so as to perfectly smooth and glossy and including hire charges for polishing machine and power consumption charges etc. complete complying with standard specification and as directed by the departmental officers. (The marble slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work). 145 Supplying and fixing Stainless steel health faucet of best quality with control valve etc., complete complying with standard specification and as directed by the departmental officers (The materials should be got approved by the Executive Engineer before use on works). 146 Supply and fixing in position of best Indian make white glazed earthernware lipped mouth flat back urinal of best quality and approved make of size 430mm x 260mm x 350mm with GI pipe, 32mm dia bell mouth PVC connection and waste pipe, 15mm dia GI pipe of required length, 15mm dia GM wheel valve, 15mm dia brass nipple 2 Nos., and fixing the urinals in position with necessary TW plugs, clamps, screws, etc., including dismantling masnory and re-doing the same to the original condition, etc., including painting the pipe with two coats of best quality approved synthetic enamel paint over one coat of red oxide primer and checked without any leakage etc. complete complying with standard specifications and as directed by the departmental officers. (The urinal should be got approved by the Executive Engineer before use on works.) 147 Supplying and fixing in position best quality and approved make Indian made white / colour glazed earthernware wash hand basin of size 550 x 400mm (with pedestal / without pedestal) with a pair of cast iron brackets, including cost 15mm dia brass CP pillar tap, 32mm dia “B” class GI waste pipe with rubber plug and chain, 15mm dia GM wheel valve, 15mm brass nipple, 15mm dia nylone connection, 32mm dia CP brass waste coupling including fixing of wash basin using CI brackets on to the wall in position with TW plugs and screws, rubber washers, white lead and giving necessary water supply connection and painting the brackets with two coat of painting over a priming coat of anti-corrosive paint including testing for leakages etc., complete complying with standard specification and as directed by the departmental officers. (The wash hand basin and specials should be got approved by the Executive Engineer before use on works). 148 Supplying and fixing in position Indian make bevelled edge mirror of approved quality and brand PVC / Fibre Glass framed 5.5mm thick mirror of following size , Shelf type with hard board backing of approved colour fixed with brass screws, rawl plug, etc.,complete complying with standard specification. (The mirror should be got approved by the Executive Engineer before use on woks) Size :600 x 450 mm / 500 x 400mm / 1000 x 780 mm. 149 Supplying and fixing approved best quality brass CP towel rail 600mm long and 20mm dia with brackets of same materials including cost of teak wood plugs and CP screws, etc., complete complying with standard specifications. (The tower rail should be got approved by Executive Engineer before use on works). 150 Supplying and fixing position CI Nahani Trap of size 100 x 75mm sizes with pvc gratings with best stainless steel gratings of approved brand and quality, fixed over a bed of brick jelly lime concrete 1:2:5 (One part of lime, two part of crushed stone sandand five part of 40mm gauge brick jelly) and finished with Cement Mortar 1:3 (One Cement, Three sand) including dismantling masonry works wherever found necessary and making good the dismantled portions to the original condition and giving conne tion to the CI / PVC pipes, etc., complete complying with standard specification. (The Nahani Trap should be got approved by the Executive Engineer before use on works) 151 Supplying and fixing in position best quality PVC soil / waste pipes of various dia having 6 kg / sq.cm. pressure BIS mark and providing leak proof joints using PVC adhesives including fixing to the wall with special PVC / MS clamp, teak wood plugs, brass screws, etc., and making connection to all sanitary fittings, dismantling masonry / RCC works wherever found necessary and making the good dismantled portion to the original condition, including testing for any leakages, etc., complete complying with standard specifications. (The PVC pipes should be got approved by the departmental officer before use on works). The rate for earth work excavation will be measured and paid separately in the cases where the pipe lines are proposed to laid below ground level 152 75 mm dia PVC soil waste pipe 153 110 mm dia PVC soil waste pipe 154 160 mm dia PVC soil waste pipe 155 Supplying and fixing in position PVC specials of the following dia and types of approved quality confirming to BIS and providing leak proof joints including fixing to the walls and giving connection to the PVC soil stacks, dismantling the masonry or RCC works and redoing the dismantled portion to original condition etc., complete complying with standard specifications. (The PVC specials should be got approved by the Executive Engineer before use on works). 156 110mm dia PVC door Tee 157 110mm dia PVC Door Y 158 75mm dia PVC door Elbow 159 75mm dia PVC plain Bend 160 PVC Cowl 110mm dia 161 PVC Cowl 75 mm dia 162 Supplying and fixing of Incinerator for Ladies Toilet etc., complete complying with standard specification and as directed by the departmental officers. 163 Supply and fixing of stored pressure ABC (Mono Ammonium Phospate) Powder Type Fire Extinguisher of 6 kg. capacity as per IS:15683 with pressure gauge, discharge hose & control nozzle, wall mounting bracket, safety clip etc., including conveyance, all incidental charges, neccessary scaffolding and re-doing the dismantled portions to its original condition wherever found neccessary etc, complete as per standard specification and as directed by the Departmental Officers. 164 Supply and fixing of Water CO2 Stored Pressure Type 9 litres capacity Fire Extinguisher as per new IS 15683 complete with control valve, gun metal cap, pressure gauge, operation sticker, discharge hose, wall mounting bracket, safety clip, etc., as directed by the Departmental Officers. 165 Supplying and fixing of Hylem sheet 3mm thick for expansion joint etc., complete complying with standard specification and as directed by the Departmental officers 166 Construction of INSPECTION CHAMBER of clear size of 600x600mm including earth work excavation, CC 1:5:10 of 10 cm thick and brick work in Cement Mortar 1:5 [One cement and Five M sand] using best quality of second class Table Mould Bricks of size 9 x 43/8 x 23/4 with Plastering with Cement Mortar 1:3 [One Cement and Three Plastering Sand] 12 mm thick to inner and outer sides and wearing coat 1:3:6 [One Cement, Three crushed stone sand and Six Aggregate] 15 cm thick and covered with precast slab 5 cm thick etc., complete complying as directed by the departmental officers as per standard specification. 167 Providing granolithic floor finish of the following thickness with Combination Mortor (Cement:Lime:Sand) 1:1:7 including laying, finishing and the top rubbed smooth with power trowel, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) 168 Wiring with 2 x1.5 sq.mm. PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with Module GI switch box in flush with wall with 6A one way module switch with module front plate continuous earth wire connection of 1.5 sq.mm copper wire and making good of the concealed portion with suitable colour for Concealed PVC Light point / fan point (for electronic regulator) ( 4 points / Coil) Higher End etc., complete complying with standard specification and as directed by the Departmental officers 169 Wiring with 2 x1.5 sq.mm PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with Module GI switch box in flush with wall with 6A one way module switch with module front plate with continuous earth wire connection of 1.5 sqmm copper wire and making good of the concealed portion with suitable colour for Concealed PVC Light point / fan point (for electronic regulator) (5 points / Coil) Higher End ) etc., complete complying with standard specification and as directed by the Departmental officers 170 Wiring with 2 x1.5 sq.mm PVC insulated single core unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with PVC accessories with Module GI switch box in flush with wall with 6A one way module switch with module front plate with continuous earth wire connection of 1.5 sqmm copper wire and making good of the concealed portion with suitable colour for Concealed PVC Light point / fan point (for electronic regulator) (6 points / Coil) Higher End etc., complete complying with standard specification and as directed by the Departmental officers 171 Supply and fixing of 4 Feet LED 20W Fitting with LED 20W tube (Higher End) complete with TW round blocks on wall or ceiling with PVC unsheathed FRLS Copper leads from terminals to the fitting. etc., complete complying with standard specification and as directed by the Departmental officers 172 Supply and fixing of 4 Feet LED 20W Fitting with LED 20W tube (Higher End) complete with conduit pipe suspension from the ceiling with PVC unsheathed FRLS copper leads from terminals to the fitting with tube etc., complete complying with standard specification and as directed by the Departmental officers 173 Supply and fixing of 2 x 22W 4 Feet LED Fitting with 2Nos. of 2Mts. conduit pipe suspension from ceiling with 2Nos. of 18w crystal glass LED tube with PVC unsheathed Copper leads from terminals to the fitting. etc., complete complying with standard specification and as directed by the Departmental officers 174 Supply and fixing of WT bulk head fitting with guard (Higher end) suitable for 7W/9W LED Bulb etc., complete complying with standard specification and as directed by the Departmental officers 175 Supply and fixing of 18W LED square type Recessed fitting with LED (Higher end) on false Ceiling with suitable hanging support from ceiling with PVC unsheathed copper leads from terminals to the fitting etc., complete complying with standard specification and as directed by the Departmental officers 176 Supply and fixing of 24W LED 2x2 square type Recessed fitting with LED (Higher end) on false Ceiling with suitable hanging support from ceiling with PVC unsheathed copper leads from terminals to the fitting etc., complete complying with standard specification and as directed by the Departmental officers 177 supply and fixing of 48W LED street light fitting with LED (Higher end) with 32mm dia. GI pipe (class B) with 1 no.32 mm GI bend complete on the existing post/ on wall with PVC unsheathed copper leads with MS clamps and with painting .etc., complete complying with standard specification and as directed by the Departmental officers 178 Supply and fixing of 1200 mm (48) AC ceiling fan complete 2 module 100W fan step regulator with 500 mm down rod on the existing clamp. etc., complete complying with standard specification and as directed by the Departmental officers 179 Supply and fixing of 1200mm (48) ceiling fan complete 2 module 100W fan step regulator with 2mts. down rod on the existing fan clamp. etc., complete complying with standard specification and as directed by the Departmental officers 180 Supply and fixing of 400mm (16) sweep Wall mounting fan with necessary connection etc., complete complying with standard specification and as directed by the Departmental officers 181 Supply and fixing of 300 mm (12 inch) sweep (light duty) AC exhaust fan complete with necessary wall opening and making good of the wall.etc., complete complying with standard specification and as directed by the Departmental officers 182 Supply and fixing of louvers shuters arrangements for 300mm (12 inch) sweep (light duty) AC exhasut fan etc., complete complying with standard specification and as directed by the Departmental officers 183 Supply and fixing of 150W LED flood light fitting with Integrated driver (Higher end) complete suitable angle iron frame work on wall with unsheathed Cu Leads with MS clamps and aluminium painting complete etc., complete complying with standard specification and as directed by the Departmental officers 184 Supply and fixing of 1 no.6A two module 3 pin socket , 1 no. 6A one module switch with module cover plate (plastic) on suitable module concealed Box (GI ) in flush with wall with connections. Higher End etc., complete complying with standard specification and as directed by the Departmental officers 185 Supply and Run of 2 of 1.5 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with continuous earth wire connection of 1.5 sq.mm copper wire and making good of the concealed portion etc., complete complying with standard specification and as directed by the Departmental officers(For 1No.6A plug) 186 Supply and fixing of 3nos.6A two module 3 pin socket , 3 nos. 6A one module switch with module cover plate (plastic) on suitable module concealed Box (GI ) in flush with wall with connections. Higher End etc., complete complying with standard specification and as directed by the Departmental officers) 187 Supply and fixing of 1 no.6/16A two module socket , 1 no. 16A one module switch with module cover plate (plastic) on suitable module concealed Box (GI ) in flush with wall with connections. Higher End etc., complete complying with standard specification and as directed by the Departmental officers 188 Supply and Run of 2 of 2.5 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100 V grade in suitable PVC rigid pipe Concealed in wall and ceiling with continuous earth wire connection of 2.5 sq.mm copper wire and making good of the concealed portion etc., complete complying with standard specification and as directed by the Departmental officers(For 3Nos.6A computer plug set & 16A Plug) 189 Supply and fixing of 25 Amps flush type wall Socket with 25A DP MCB in flush with wall with earth connection (For AC Plug) [Higher end make] etc., complete complying with standard specification and as directed by the Departmental officers 190 Supply and fixing of 6 A to 32 A DP MCB in 2 way sheet steel enclosure in flush with wall and making good of the concealed portion and earth connection. (Higher End) etc., complete complying with standard specification and as directed by the Departmental officers 191 Supply and fixing of 8 way single pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 32A DP MCB as incoming and 6 nos. 6A to 32A SP MCB as outgoing in flush with wall with earth connection only Higher End etc., complete complying with standard specification and as directed by the Departmental officers (Lighting only) 192 Supply and run of 2 of 4 sqmm PVC insulated SC unsheathed FRLS copper conductor of 1100V Grade in suitable PVC rigid pipe concealed in wall and ceiling with continuous earth wire connection of 4 sqmm PVC insulated sc unsheathed copper wire and making good of the concealed portion with suitable colour. etc., complete complying with standard specification and as directed by the Departmental officers(For 25A AC Plug, 32A DP MCB & 8W SPN) 193 Supply and fixing of 12 way single pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 40A DP MCB Isolator as incoming and 10 nos. 6A to 32A SP MCB as outgoing in flush with wall with earth connection only. Higher End etc., complete complying with standard specification and as directed by the Departmental officers(For Computer plugs) 194 Supply and run of 2 of 6 sqmm PVC insulated SC unsheathed FRLS copper conductor of 1100V Grade in suitable PVC rigid pipe concealed in wall and ceiling with continuous earth wire connection of 6 sqmm PVC insulated sc unsheathed copper wire and making good of the concealed portion with suitable colour etc., complete complying with standard specification and as directed by the Departmental officers(12W SPN DB) 195 Supply and fixing of 32A FP MCB in sheet steel enclosure in flush with wall and making good of the concealed portion with earth connection. (Higher end) etc., complete complying with standard specification and as directed by the Departmental officers 196 Supply and run of 4 of 4 sqmm PVC insulated SC unsheathed FRLS copper conductor of 1100V Grade in suitable PVC rigid pipe concealed in wall and ceiling with continuous earth wire connection of 4 sqmm PVC insulated sc unsheathed copper wire and making good of the concealed portion with suitable colour. etc., complete complying with standard specification and as directed by the Departmental officers(For 32A FP MCB) 197 Supply and fixing of 7 segment 4 way TPN MCB sheet steel distribution board (Higher end) with metal /acrylic door cover flush type /surface type fitted with busbars and neutral links with single / Three phase MCB outgoings and seperate 4 way provision for accomodating one no 4 pole incoming MCB / Isolator and another seperate 4 way provision for accomodating one no. 4 pole ELCB / RCD (totally 8 ways in one segment) (3x 4 ways in each segment) and seperate provision for MCB / Isolators (totally 12 nos) for sub incomers in 3 segments with lable holder and provison for taking up cable for size not less than 35 sq mm with the following in flush with wall with earth connection only.i) 63A 4P MCB - 1 no.ii) 63A 4P 30MA RCCB/ELCB - 1 no.iii) 63A DP MCB Isolator -3 nos.iv) 6A to 32A SP MCB - 12 nos. etc., complete complying with standard specification and as directed by the Departmental officers (Lighting Distribution DB) 198 Supply and fixing of 7 segment 6 way TPN MCB sheet steel distribution board (Higher end) with metal / acrylic door cover flush type /surface type fitted with busbars and neutral links with single / three phase MCB outgoings and seperate 4 way provision for accomodating one No 4 pole incoming MCB / Isolator and another seperate 4 way provision for accomodating one No 4 pole ELCB / RCD (totally 8 ways in one segment) (3x 6 ways in Each segment) and seperate provision for MCB / Isolators ( totally 18 Nos) for sub incomers in 3 segments with lable holder and provison for taking up cable for size not less than 35 sq.mm. with the following in flush with wall with Earth connection only. i) 63A 4P MCB - 1 no.ii) 63A 4P 30MA RCCB/ELCB - 1 no.iii) 63A DP MCB Isolator -3 nos.iv) 6A to 32A SP MCB - 18 nos.etc., complete complying with standard specification and as directed by the Departmental officers (c.plugs,16A plugs- Distribution DB) 199 Supply and run of 4 of 10 sqmm PVC insulated SC unsheathed FRLS copper conductor of 1100V Grade in suitable PVC rigid pipe concealed in wall and ceiling with continuous earth wire connection of 10 sqmm PVC insulated sc unsheathed copper wire and making good of the concealed portion with suitable colour. (For 63A FP MCB) etc., complete complying with standard specification and as directed by the Departmental officers(4w 7seg.63A TPDB) 200 Supply and fixing of vertical type 4 way triple pole MCB DB with metal door cover with IP 42 protection in sheet steel enclosure with 1No. 100A 4 pole MCB isolator as incoming 4Nos. 63A TP MCB as outgoing in flush with wall and making good of the concealed portion with earth connection. The MCB DB and MCBs should be with the ISI mark (Higher End) etc., complete complying with standard specification and as directed by the Departmental officers 201 Supply and fixing of 8 way Vertical Triple pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 no. 100 A 4P MCB Isolator as incoming and 3 nos. 32A 3P MCB, 15 nos. 6A to 32A SP MCB as outgoing in flush with wall with earth connection only. Higher End etc., complete complying with standard specification and as directed by the Departmental officers 202 Supply and run of 4 of 16 sqmm PVC insulated SC unsheathed FRLS copper conductor of 1100V Grade in suitable PVC rigid pipe concealed in wall and ceiling with continuous earth wire connection of 16 sqmm PVC insulated sc unsheathed copper wire and making good of the concealed portion with suitable colour.etc., complete complying with standard specification and as directed by the Departmental officers (4w (V) 100A TPDB & 8w (V) 100A TPDB) 203 Sub switch Panel: Supply and Erection of 250A capacity dust and vermin proof cubical panel board made up of 16 SWG CRCA sheet steel with supply and fixing of the following interior mounting fuse switch with HRC fuses arrangement in two Horizontal rows with one switch over the other, with a central bus bar chamber and two ends one on each side next to the fuse switch chamber and cable alloy conforming to IE rulesEB INCOMER: 250A FP switch disconnector fuse units interior only with HRC fuse Double Break Switch -1 NoOUTGOING:100A TPN switch disconnector fuse units interior only with HRC fuse Double Break Switch -4Nos63A TPN switch disconnector fuse units interior only with HRC fuse Double Break Switch -6 Nos(All the TPN Switch should be Siemens with Front Handle) Suitable The bus bar chamber will consist of suitable size of tinned copper flat for phase and neutral buses on epoxy moulded bus insulated at proper and sufficient spacing between the buses as per IE Rules. This bus bar chamber should be segregated from the adjacent chamber by providing hylem sheet of suitable thickness as partisans. 2 Nos 25x3mm tinned copper flats should be provided all round the panel for earth bus. 204 The fuse Switches should be connected with the phase and natural buses with suitable size of rigid copper flat/rod and each switch should be connected with the 2 Nos earth bus with 2 runs of No.8 SWG rigid Tinned copper rod with suitable lugs. Phase and neutral tinned buses should be tinned properly.The panel should have a separate metering chamber at the top side consisting of 0-600V Voltmeter with Selector Switch, 0-400A Ammeter with Selector Switch and C.T arrangement Pilot lamps, toggle switches, fuse unit(Siemens) indicator lamps should be provided with control switches and fuse unit The panel should be Powder Coat paint of approved colour, approved by the site officer and also the danger board .The capacity of the switches size of incoming and out going cable the place to which the supply is feed shall be mounted on switch chamber. The pannel board should be mounted on 75mm x37mm MS channel provided all round at bottom of the panel. The whole arrangement should be erected on a masonry pedestal to be constructed with suitable foundation bolts and nuts such that the lowest switch handle is at a height of 0.75 m from the ground level with necessary earth connection. (DATA-11) 205 Supply and Laying of 31/2 x 185 sq.mm. PVC armoured LTUG cable in120mm/103.50mm dia size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good etc., complete complying with standard specification and as directed by the Departmental officers(Existing MV panel to Academic block-New 250A Panel)(Existing MV panel to Seminor Hall -New 250A Panel) 206 Supply and clamping of 3½ X 185 sq.mm PVC LTUG armoured cable on post or on wall with MS clamps.etc., complete complying with standard specification and as directed by the Departmental officers 207 Supply and fixing of brass cable gland for 3-1/2 x 185 sq.mm. PVC LTUG aluminium armoured cable with earth connection. etc., complete complying with standard specification and as directed by the Departmental officers 208 Supply and providing cable end termination of 3½ x185sqmm PVC LTUG Aluminium armoured cable with necessary aluminium cable sockets by crimping etc. with electrical connection complete etc., complete complying with standard specification and as directed by the Departmental officers 209 Supply and fixing of LT cable route indicator with suitable angle not less than 38mm x 38mm 6mm and 0.6mtr long excavation of earth to a depth of 0.6 mtr and concreting the ground level and making good of the ground as directed by the departmental officers. etc., complete complying with standard specification and as directed by the Departmental officers 210 Earthing as per the ISI specification with an earth electrode of 2.1mt class B GI pipe of dia not less than 40mm, with copper earth plate of size 125mm x 50mm x 6mm, with necessary funneling arrangements with necessary masonry work and with 38mm RCC cover slab for the brick masonry. etc., complete complying with standard specification and as directed by the Departmental officer 211 Supply and run of 25mm x 3mm tinned copper flat with necessary clamps / supports on wall / floor / ground for earth connection. etc., complete complying with standard specification and as directed by the Departmental officers 212 Supply and Run of 1 of No.8 SWG copper wire for earth connection. etc., complete complying with standard specification and as directed by the Departmental officers 213 Supply and fixing of 200 A Three phase 500V 4 Pole Change over Switch on suitable angle iron frame work with MS cable entry boxes with earth connection only. etc., complete complying with standard specification and as directed by the Departmental officers 214 Supply and clamping of 3 1/2 x 70 sq.mm PVC LTUG armoured LTUG cable on post or on wall with MS Clamps.etc., complete complying with standard specification and as directed by the Departmental officers 215 Supply and fixing of brass cable gland for 3 1/2 x 70 sqmm PVC armoured LTUG cable with earth connection. etc., complete complying with standard specification and as directed by the Departmental officers 216 Supply and providing cable end termination of 3 1/2 x 70 sqmm PVC LTUG Aluminium armoured cable with necessary aluminium cable sockets by crimping etc. with electrical connection complete etc., complete complying with standard specification and as directed by the Departmental officers 217 Supply and fixing of 32A TPN MC switch on suitable angle iron frame work with MS cable entry box with earth connection only. etc., complete complying with standard specification and as directed by the Departmental officers 218 Supply and fixing of 4 way Horizontal Triple pole and neutral MCB sheet steel enclosure distribution board with double door (metal) with 1 No 32A 4P MCB as incoming and 12 Nos 6A to 32A SP MCB as outgoing in flush with wall with Earth connection only. Higher End etc., complete complying with standard specification and as directed by the Departmental officers 219 Supply and Laying of 31/2 x 25 sq.mm. PVC armoured LTUG cable in suitable size HDPE pipe in a trench to be excavated at a depth of 0.75 metre and refilling the earth to make good. etc., complete complying with standard specification and as directed by the Departmental officers 220 Supply and clarnping of 31/2 x 25sq.mm. PVC LTUG armoured cable on post or on wall with MS clamps. etc., complete complying with standard specification and as directed by the Departmental officers 221 Supply and fixing of brass cable gland for 31/2 x 25sq.mm. LTUG armoured cable with earth connection etc., complete complying with standard specification and as directed by the Departmental officers 222 Supply and fixing of 250 Amps TPN sheet double break switch with HRC fuse and neutral on suitable angle iron frame work with MS cable entry boxes and with earth connection only etc., complete complying with standard specification and as directed by the Departmental officers 223 Supply and Errection of 2Nos. 250A TPN switch disconnector fuse units interior only with HRC fuse Double Break in the existing MV panel board made up of 16 SWG CRCA sheet steel with supply and fixing of the following interior mounting fuse switch with HRC fuses arrangement in two Vertical rows with one switch over the other, with a central bus bar chamber and two ends one on each side next to the fuse switch chamber and cable alloy conforming to IE rules.The bus bar chamber will consist of suitable size of tinned copper flat for phase and neutral buses on epoxy moulded bus insulated at proper and sufficient spacing between the buses as per IE Rules. This bus bar chamber should be segregated from the adjacent chamber by providing hylem sheet of suitable thickness as partisans. 2 Nos 50x6 mmand 2 Nos 25x3mm tinned copper flats should be provided all round the panel for earth bus.The capacity of the switches size of incoming and out going cable the place to which the supply is feed shall be mounted on switch chamber with necessary earth connection etc., complete complying with standard specification and as directed by the Departmental officers 224 Supply and Fixing of AC/DC 2 Module Gang Bell suitable for 230Volts 50c/s single phase AC supply on suitable angle iron frame work with 1/2 module flush mounting box (GI) and 2 module white cover plate with frame (Plastic) with 6A Bell Push-1 Module with necessary connection. (Higher End) etc., complete complying with standard specification and as directed by the Departmental officers 225 Supply and run of 2 of 1.5 sq mm (22/0.3) PVC insulated SC unsheathed Cu Conductor of 1100V Grade in suitable PVC rigid pipe concealed in wall and ceiling and making good of the concealed portion with painting of suitable colour etc., complete complying with standard specification and as directed by the Departmental officers
Contract Date: Feb 11, 2026 Contract Value : ₹ 16.70 Crore
Local Bodies No of Bidders 4
Tamil Nadu View Result →
22.
Housing Urban and Rular Development #9795438 AOC
Tender for Earth Work Excavation For Foundation By Mechanical Means For Isolated & Combined Footing Etc In All Soils And Sub-Soils And To Full Depth As May Be Directed Except In Rock Requiring Blasting Inclusive Of Shoring Shuttering, Bailing Out Water Wherever Necessary And Depositing The Surplus Earth Within The Compound In Places Shown By The Departmental Officers With An Initial Lead Of 100 Mts And Clearing And Levelling Including Dressing Of Sides And Raming Of Bottoms Etc., Complete Complying With Standard Specification And As Directed By The Departmental Officers.- Upto 2.40M Footing Depth. Data Worked Out For 48 M3 Per Day/8 Hrs. , Earth Work Excavation For Foundation By Mechanical Means For Isolated & Combined Footing Etc In All Soils And Sub-Soils And To Full Depth As May Be Directed Except In Rock Requiring Blasting Inclusive Of Bailing Out Water Wherever Necessary And Depositing The Surplus Earth Within The Compound In Places Shown By The Departmental Officers With An Initial Lead Of 100 Mts And Clearing And Levelling Including Dressing Of Sites And Raming Of Bottoms At The Site, Etc., Complete Complying With Standard Specification And As Directed By The Departmental Officers. A. For Footing Depth 2.40M To 3.3M Data Worked Out For 54 M3 Per Day/8 Hrs.-A. For Footing Depth 2.40M To 3.3M , Earth Work Open Excavation By Mechanical Means For Open Earthwork In All Soils And Sub-Soils And To Full Depth As May Be Directed Except In Rock Requiring Blasting Inclusive Of Shoring Shuttering, Bailing Out Water Wherever Necessary And Depositing The Surplus Earth Within The Compound In Places Shown By The Departmental Officers With An Initial Lead Of 100 Mts And Clearing And Levelling Including Dressing Of Sides And Raming Of Bottoms Etc., Complete Complying With Standard Specification And As Directed By The Departmental Officers. A). Upto 2.40M Depth. Data Worked Out For 64 M3 Per Day/8 Hrs. , Cement Concrete 1:5:10 (One Cement, Five Crushed Stone Sand And Ten Hard Broken Stone Jelly) Using 40 Mm Gauge Hard Broken Granite Stone Jelly For Foundation Including Dewatering Wherever Necessary And Laid In Layers Of Not More Than 15 Cm Thick Well Rammed, Consolidated And Including Curing Etc. Complete Complying With Standard Specification And As Directed By The Departmental Officers. -Mixing By Manual Means , Supplying And Filling In Foundation, Basement, Etc With Filling Crushed Stone Sand In Layers Of Not More Than 15 Cm Thick Well Watered, Rammed And Consolidated Etc. Complete Complying With Standard Specification And As Directed By The Departmental Officers. , Supply And Filling In Foundation And Basement With Gravel In Layers Of Not More Than 15Cm.Thick Well Rammed Watered And Compacted With Surface Vibrator, Watered And Consolidated Etc. Complete Complying With Standard Specification And As Directed By The Departmental Officers. , Supplying And Filling In Foundation, Basement, Etc With Conveyed Earth In Layers Of Not More Than 150Mm Thick Layers Well Watered, Rammed With Surface Vibrator And Consolidated Including Conveyance Charges Etc. Complete Complying With Standard Specification And As Directed By The Departmental Officers. , Refilling With Excavated Earth Other Than Sand With An Initial Head Load Of 100 Mts. And Depositing The Earth As Shown By The Departmental Officers In Layers Of Not More Than 15Cm Thick Well Rammed With Surface Vibrator, Watered And Consolidated Etc., Complete Complying With Standard Specification And As Directed By The Departmental Officers. , Cement Concrete 1:5:10 (One Cement, Five Crushed Stone Sand And Ten Hard Broken Stone Jelly) Using 40 Mm Gauge Hard Broken Jelly For Flooring Including Laying, Consolidating, Finishing, Rendering The Top Surface Rough To Receive The Floor, Curing, Etc. Complete Complying With Standard Specification And As Directed By The Departmental Officers. (The Rate Is Inclusive Of Necessary Planking For Panelling Wherever Necessary And As Directed By The Departmental Officers -Mixing By Manual Means , Brick Work In Cement Mortar 1:3 Using Best Quality Fly Ash Brick Of Size 230X110x70mm With Class Designation Of 7.5 Conforming To Is 13757-1993 Or Is 12894-2002 Including Cost Of Mortar Plasticizer, Curing, Etc., Complete Complying With Standard Specification And As Directed By The Departmental Officers. Brickwork Shall Be Done As Per Is 2212-1991 Adopting English Bond Generally. Other Type Of Bond Shall Be Done As Directed By The Executive Engineer In Charge.-For Foundation & Basement , Brick Work In Cement Mortar 1:5 Using Best Quality Fly Ash Brick Of Size 230X110x70mm With Class Designation Of 7.5 Conforming To Is 13757-1993 Or Is 12894-2002 Including Cost Of Mortar Plasticizer, Curing, Etc., Complete Complying With Standard Specification And As Directed By The Departmental Officers. Brickwork Shall Be Done As Per Is 2212-1991 Adopting English Bond Generally. Other Type Of Bond Shall Be Done As Directed By The Executive Engineer In Charge. , For Foundation & Basement , In Ground Floor , Brick Partition Walls Of 11.50Cm Thickness Using Best Quality Fly Ash Brick Of Size 230X110x70mm With Class Designation Of 7.5 Conforming To Is 13757-1993 Or Is 12894-2002 In Cement Mortar 1:3 (One Cement And Three Cs Sand) Using Hoop Iron Reinforcement If Found Necessary Including Cost Of Mortar Plasticizer, Curing Etc. Complete Complying With Standard Specification And As Directed By The Departmental Officers. (Hoop Iron Reinforcement Will Be Measured And Paid For Separately)-In Ground Floor , Damp Proof Course As Per Is 3067:1988 With Cement Mortar 1:4 (One Cement And Four Crushed Stone Sand) 12Mm Thick Mixed With Best Approved Quality Integral Liquid Water Proofing Compound Conforming To Indian Standard Specification As Specified By The Departmental Officers At 2% By Weight Of Cement Used , Finishing And Curing Etc. Complete Complying With Standard Specification - Manual Mixing , Supplying And Erecting Steel Centering Including Necessary Supports For Plane Surfaces For Reinforced Cement Concrete Works Such As Column Footings, Column Pedestals, Plinth Beams, Grade Beams, Staircase Steps, Sill Slabs Etc. Which Require Only Nominal Strutting Using Mild Steel Sheets Of Size 90Cm X 60Cm And 10 Bg Stiffened With Welded Mild Steel Angles Of Size 25Mm X 25Mm X 3 Mm For Boarding, Laid With Silver Oak Joists Of Size 10Cm X 5Cm & 7.5Cm X 5Cm As Support Runner , Vertical Stiffener , Side Support And Top Horizontal Stiffener Spaced At About 60Cm To 90Cm Centre To Centre Or At Suitable Intervals Etc. Complete In All Floors Complying With Standard Specifcation. (Payment For Centering Shall Be Given After The Concrete Is Laid). , Supplying And Erecting Centering For Plane Surfaces Such As Reinforced Cement Concrete Floor/Roof Beam, Lintels, Cantilever Beams, Bed Blocks Etc.. With Necessary Supports And Strutting Upto 3.60M Height In All Floors With All Cross Bracings Using Ms Sheets Made Of 10 Gauge Thick Welded With Ms Angle Of Size 25Mm X 25Mm X 3Mm For Boarding Laid Over Steel Adjustable Span Of Size 2M X 2M(Expandable Upto 3.60M) And Silver Oak Joists Of Size 10 X 5 Cm Spaced At 50Cm To 60Cm C/C And Supported By Steel Adjustable Telescopic Props Of Size 2M X 2M (Expandable Upto 3.60M) Made With Outer Steel Pipe With Dia 50Mm (3.60Mm Thick) And Inner Steel Pipe With Dia 40Mm (2.90Mm Thick) Spaced At Not More Than 50 To 60Cm C/C , Etc Complete Complying With Standard Specifications. Steel Adjustable Span And Steel Adjustable Telescopic Props Shall Be Provided As Directed By The Departmental Officers. (Payment For Centering Shall Be Given After The Concrete Is Laid). , Supplying And Erecting Steel Centering Including Necessary Supports For Plane Surfaces Such As Rectangular Or Square Reinforced Cement Concrete Columns Etc. Which Require Only Nominal Strutting Using Mild Steel Sheets Made Of 10 Gauge Thick Welded With Ms Angle Size 40Mm X 40Mm X 5 Mm And Supported By Steel Adjustable Telescopic Props Of Size 2M X 2M (Expandable Upto 3.60M) Made With Outer Steel Pipe With Dia 50Mm (3.60Mm Thick) And Inner Steel Pipe With Dia 40Mm (2.90Mm Thick).Etc..Complete In All Floors Complying With Standard Specifcation. Steel Adjustable Telescopic Props Shall Be Provided As Directed By The Departmental Officers. (Payment For Centering Shall Be Given After The Concrete Is Laid). , Supplying And Erecting Centering For Sides And Soffits Including Necessary Supports And Strutting Upto 2.10 M Height For Plane Surfaces As Detailed Below In All Floors With All Cross Bracings Using Mild Steel Sheets Of Size 90 X 60 Cm And 10 Bg Stiffened With Welded Mild Steel Angle Of Size 25Mm X 25Mm X 3 Mm For Boarding Laid Over Silver Oak Joists Of Size 10Cm X 6.50 Cm Spaced At Abote 90 Cm Centre To Centre And Supported By Casurina Props Of 10Cm To 13 Cm Dia Spaced At Not More Than 75 Cm Centre To Centre Etc. Complete Complying With The Standard Specificaiton And As Directed By The Departmental Officers(Payment For Centering Shall Be Given After The Concrete Is Laid) , Centering For Curved All Reinforced Cement Concrete Surfaces Upto 2.10 M Height , Providing And Laying In Position, Standardised Concrete Mix M-20 Grade By Insitu Machine Mix Concrete Adopting Weighing Batch Method In Accordance With Is 456 Using 20Mm And Down Graded Hard Broken Granite Stone Jelly For All Reinforced Cement Concrete Items Of Works With Minimum Cement Content Of 325 Kg/M3 And Maximum Water Cement Ratio Of 0.55, Including Admixture (Plasticiser / Super Plasticiser) In Recommended Proportions As Per Is:9103 To Accelerate, Retard Setting Of Concrete, Improve Workability Without Impairing Strength And Durability With About (5 Cu.M.) 7730 Kg. Of 20Mm Machine Crushed Stone Jelly And With About (3.3 Cu.M.) 5156 Kg. Of 10-12Mm Machine Crushed Stone Jelly And With About (4.79 Cu.M) 7670 Kg. Of Crushed Stone Sand, But Excluding Cost Of Reinforcement Grill And Fabricating Charges, Centering And Shuttering And Also Including Laying, Vibrating With Mechanical Vibrators, Finishing, Curing, Etc. And Providing Fixtures Like Fan Clamps In The Reinforced Cement Concrete Floor/ Roof Slabs Wherever Necessary Without Claiming Extra, Etc., Complete Complying With Standard Specification And As Directed By The Departmental Officers. The Coarse And Fine Aggregates To Be Used Should Comply With The Requirements Of Is Standards. (No Separate Payment Will Be Made By The Department For The Excess Usage Of Materials). , In Foundation And Basement , In Ground Floor , Manufacturing, Supplying And Fixing Precast Reinforced Cement Concrete Slabs Of 50Mm Thickness In Reinforced Cement Concrete 1:2:4 (One Cement, Two Crushed Stone Sand And Four Aggregates), Using 20Mm Hbgs Jelly Excluding Cost Of Reinforcement Steel In Position But Including Cost Of Moulding Charges, Casting Of Slab, Finishing, Curing And Fixing In Position In All Floors Etc., Complete Complying With Standard Specification And As Directed By The Departmental Officers.50Mm Thick Precast Slab , Supplying, Fabricating And Placing In Position Mild Steel / Ribbed Tor Steel Reinforcement Grills Of All Variety Like Hysd/Ctd/Tmtand All Grade Like Fe 500, Fe550d, Fe 500 D Etc., For All Reinforced Cement Concrete Works As Per Design Given Including Cost Of Steel Reinforcement And G.I. Binding Wire, Wastage Etc. Complete Complying With Standard Specification And As Directed By The Departmental Officers.(Contractor Has To Make His Own Arrangements For The Supply Of Steel Reinforcement And Binding Wire) , For Foundation And Basement , In Ground Floor , Plain Cement Concrete 1:2:4 (One Cement, Two Crushed Stone Sand And Four Hard Broken Stone Jelly) Using 20Mm Jelly For Wearing Coat Including Laying, Compacting, Finishing And Curing, Etc., Complete As Per Standard Specificatins And As Directed By The Departmental Officers.- Mixing By Manual Means -In Foundation And Basement , Weathering Course In Brick Jelly Lime Concrete Using Broken Brick Jelly Of Size 20Mm Uniform Gauge In Pure Slaked Lime (No Crushed Stone Sand To Be Used) To The Proportion Of Brick Jelly To Lime Being 32:12.5 By Volume And Laid Over The Reinforced Cement Concrete Roof Slab In A Single Layer Of Required Slope And Finished By Beating The Concrete With Wooden Beaters Of Approved Pattern, Keeping The Surface Constantly Wet By Sprinkling Lime Jaggery Water, Etc., Complete As Per Standard Specification And As Directed By The Deparmental Officers.-In Ground Floor , Finishing The Top Of Slopped Roof, Sun-Shade With Machine Pressed Ornamental / Decorative Tiles Of Approved Quality Laid In Cement Mortar 1:3, 20Mm Thick Mixed With Wpc At 2% By Weight Of Cement Used And Top Pointed With The Same Red Oxide Mixed Mortar Etc Complete, Complying With Standard Specifications And As Directed By The Departmental Officers. , Paving The Floor With Best Quality Double Charged Vertified Tiles 1200X 600 X 10Mm Of Approved Colour, Shade And Quality Laid In Cement Mortar 1:3 (One Cement And Three Sand) 20Mm Thick In All Floors With 3Mm Spacer And The Top Pointed With The White Cement Mixed Same Colour Pigments Etc., Complete Complying With Standard Specification. (The Make And Brand Of The Tiles Should Be Got Approved By Executive Engineer Before Use On Works) , Flooring With Italian Marble Slab Of Size 1200 X 600 Of 16 / 18Mm Thick And Above Free From All Defects In All Floors Over A Base Layer Of Cm 1:3, 20Mm Thick. The Marble Slab Shall Be Laid Over The Cement Mortar By Applying White Cement Slurry In Between Base Mortar And Marble Slab And Pointed With White Cement Neatly Including Polishing With Polishing Stone And Oxalic Acid, To Get Perfectly Smooth And Glossy Finish. Including Hire Charges For Polishing Machine And Power Consumption Charges Etc. The Marble Slabs And Other Materials To Be Used Shall Be Got Approved By The Executive Engineer Concerned Before Use On Work, Etc., Complete. , Paving The Floor With Best Approved Quality Leather Finished Granite Slab Jet Black Of 18-20Mm Thick With Machine Cut Edges Laid Over A Cement Mortar Bed Of 20Mm Thick Using Cement Mortar 1:3 (One Cement And Three Crushed Stone Sand) Fixing The Slabs With Required Cement Slurry And Laid In True Right Angles With Minimum Possible Width Of Joints And Pointing The Joints With White Cement Mixed With Mathcing Colouring Pigments Etc., The Granite Stone Slabs And Other Materials To Be Used Shall Be Got Approved By The Executive Engineer Concerned Before Use On Work, Etc., Complete As Per Standard Speicification. , Providing Full Nosing To The Steps Or Platforms To The Granite Slab Of 20Mm Thick Including Neat Finishing, Polishing, Cost Of Powder, Tools Etc As Directed By The Departmental Officers , Flooring With Self Designed Colour Ceramic Tiles Of Size 305 X 305 X 6Mm Of Following Size And Variety Conforming To Is 15622 Laid Over Cement Mortar Bed Of 20 Mm Thick In Cement Mortar 1:3 (One Cement And Three Crushed Stone Sand) With Required Cement Slurry And Mortar Plasticizer Including Cutting The Tiles To The Required Size With Special Cutter Wherever Necessary, Laying In Position And Pointing With Water Resistant Tile Epoxy Grout At The Rate Of 0.27 Kg. / Sq.M. Etc., Complete Complying With Standard Specification And As Directed By The Departmental Officers. (The Make And Brand Of The Tiles Should Be Got Approved By Executive Engineer Before Use On Works) , Dadooing Ceramic Tiles Of Size 300Mm X 600Mm X10mm Best Approved Quality, White / Colour Glazed Tiles Set In Cement Mortar 1:2 (One Cement And Two Sand) 10Mm Thick And Pointing The Joints With White Cement Mixed With Colouring Pigments At The Rate Of 0.40 Kg. /Sq.Mneatly In All Floors, Curing, Etc., Complying With Standard Specification And As Directed By The Departmental Officers. , Dadooing With Granite Tiles Of Jet Black Of Suitable Sizes Of Granite Tiles - (Superfine Polished With Machine Cut Edges) Of Size 20 X 10 Or 10 X 10 Or 10 X 06 Of 10 Mm Thick With Machine Cut Edges Laid Over A Cement Mortar Bed Of 20Mm Thick Using Cement Mortar 1:3 (One Cement And Three Sand) Fixing The Slabs With Required Cement Slurry And Laid In True Right Angles With Minimum Possible Width Of Joints And Pointing The Joints With White Cement Mixed With Mathcing Colouring Pigments Etc., The Granite Stone Slabs And Other Materials To Be Used Shall Be Got Approved By The Executive Engineer Concerned Before Use On Work, Etc., Complete As Per Standard Speicification. , Supply And Fixing Of Natural Granite Stone Piller Of 300 Mm Dia With Base Size 550X550x900mm Thick At Bottom With Curving To Be Laid As Per Design Or Directed By Departmental Officers. The Granite Stone Piller And Other Materials To Be Used Shall Be Got Approved By The Executive Engineer Concerned Before Use On Work, Etc., Complete As Per Standard Speicification. , Paving The Floor With Pre-Polished Concrete Anti-Skid Tiles (Required Shape And Design) Of 20Mm Thick Of Approved Quality And Colour Laid In Cement Mortar 1:3 (One Cement And Three Sand) 20Mm Thick And Pointed With White Cement Mixed With Colouring Pigment At The Rate Of 0.40 Kg. / Sq.M., Curing, Etc., Complete Complying With Standard Specification And As Directed By The Departmental Officers. , Supply And Fixing The Paving Dry Stone Floor With Sadharhali Stone Slab Of Size 1200X300 And 300X300x70mm Thick To Be Laid As Per Design Or Directed By Departmental Officers In Flamed Finish Including Cutting And Levelling The Earth For Landscapping Area Etc., All Completed Complying With Standard Specification. , Providing Granolithic Floor Finish Of The 25Mm Thickness With Plain Cement Concrete 1:2:4 (One Cement, Two Sand And Four Aggregate) Using 10 To 12Mm Gauge Hard Broken Stone Jelly Including Laying, Finishing And The Top Rubbed Smooth With Power Trawl, Thread Lining, Curing Etc. Complete Complying With Standard Specification And As Directed By The Departmental Officers. (The Rate Is Inclusive Of Necessary Planking For Panelling Wherever Necessary And As Directed By The Departmental Officers)-For 25Mm Thick , Supplying And Fixing In Position Best Approved Of Bis Quality 160Mm Dia Pvc Rain Water Down Fall Pipes Various Dia Having A Pressure Of 4 Kg. / Sq.Cm Including Cost Of Necessry Pvc Shoe, Pvc Bend, Cast Iron Gratings Of Required Diameter And Special Clamps, Brass Screws, Nails, Etc., And Fixing Of Cast Iron Gratings At Junction Of Parapet And The Reinforced Cement Concrete Roof Slab Including Finishing Neatly Etc., Complete. The Rate Shall Be Inclusive Of Cast Of Removable Cast Iron Grating. The Pvc Pipe Shall Be Fixed In Wall With Special Type Of U Clamp At The Centre Of The Pipe Line In Addition To Those For More Than 3.0 Metre Pipe Length, Etc., Complete Complying With Standard Specification. , Supplying & Fixing Of Wpc (Wood Polymer Composite) Door, Frame Extruded With Size 75Mm X 50Mm. The Single Core Door Made Of Rigid Wpc Compound With Minimum Bulk Density Of 900 Kg/ Cub.Mt. & Shore Hardness Of 55. Supplying & Fixing Of Wpc Door Shutter, Extruded As A Single Core Board With Rigid Wpc Compound With The Thickness Of 25Mm (+/- 1Mm) & Minimum Bulk Density Of 550 Kg/ Cub.Mt. & Shore Hardness Of 55. For The Aesthetic Appearance, The Door Shall Be A Printed Digitally On One Side Of The Shutter. The Wpc Door Shall Be Fixed Onto The Wpc Frame With 3 Nos Of 5 Ss Hinges And The Door Shall Have 2 Towerbolt On One Side And 1 Towerbolt Or Aldrop On Other Side For Locking System And 2 Numbers Of Handle On The Either Side Of The Door Shutter, All Made Of Aluminium.The Rate Is Inclusive Of All Materials, Labours, Conveyance And Fixing In Position With All Other Incidential Charges Etc., Complete Complying With Standard Specification And As Directed By The Departmental Officer.( The Materials Quality,Brand, Colour, Shade Should Be Approved By The Executive Engineer Before Use On Works). , Upvc Window Specification: Supplying And Fixing Upvc (Un-Plasticized Polyvinyl Chloride) Windows Of Casement Type (Open) From The Profile The Size Of Outer Frame 60Mm X 58Mm And Shutter Profile Are Reinforcement With Gi/1Mm 125Gsm And 100% Corrosion Free, The Profiles Are Multi Chambered Sections With Wall Thick Of 2Mm. The Epdm Rubber (Black Colour) Covered With Over All The Edges Of Frame And Shutter The Shutter Will Be Provided With Espag Multi Power Point Locks And Also It Operates As Handle. The Corners And Joints Should Be Welded And Cleaned. Radiations Free Pin Headed Plain Or Brown Colour Glass 4Mm Thick Should Be Provided To The Shutter And It Should Not Allow Leakage Of Water Even At Most Ranging Storms And Should Have Key Lockable Action, Security Protective Hinges, Strong Locking Systems And As Per Size For Arresting Noise And Energy Loss. The Connecting Mechanism Between Sash And Outer Frame That Enables Opening Of The Window. The Window Should Be Fixed To The Wall With 100% Packing With Screws And Silicon Packing All Round The Frames. The Window Should Be Got Approved From The Executive Engineer Before Use On Work , Upvc Ventilator Specification: Supplying And Fixing Upvc (Un-Plasticized Polyvinyl Chloride) Louvered Ventilators Of From The Profile The Size Of Outer Frame 60Mm X 58Mm And Shutter Profile Size Of 60 X 78Mm Both Profiles Are Reinforced With Gi/1Mm 125Gsm And 100% Corrosion Free, The Profile Are Multi Chambered Sections With Wall Thick Of 2Mm. The Epdm Rubber (Black Colour) Covered With All Over The Edges Of Frame And Shutter. The Corners And Joints Should Be Welded And Cleaned. Radiations Pin Headed Glass 4Mm Thick Should Be Provided In The Louvers. The Window Should Be Fixed To The Wall With 100% Packing With Screws And Silicon Packing All Round The Frames. The Ventilator Should Be Got Approved From The Executive Engineer Before Use On Work , Manufacturing Supplying And Fixing Of Steel Door Single Leaf With The Following Specification Ms Angels Of Size 40X40x6mm Are Used For The Outer Frames And M.S. Angles Of Size 35X35x5mm For The Shutter Frames Stiffeners With 32 X 6Mm M.S Flat Is Provided At Required Intervals In The Shutter Frame. 18-Gauge C.R. Sheet Laid As Panel In The Shutter And Welded Intact. M.S. Flat 18X5mm Is Welded Over The 32 X 6Mm M.S. Flat Sandwitching The C.R. Sheet In Between Additional Stiffeners With 18X5mm M.S. Flat Is Provided Diagonally At The Rear Side Of The Shutter, 3Nos. Of Hinges In Case Of Single Leaf And 6Nos. Of Hinges In Double Leaves Shutter To Be Provided 6Nos. Of Holdfasts 120 Mm In Length Made Of Angle Section Spliced At The Ends Are Welded To The Outer Frames Of The Door. Tower Bolts 2Nos. One At The Top And The Other At The Bottom Are Provided 1No. Aldrop Is Provided Incase Of Double Leaf Door At Lock Rail Section In The Door In Single Leaf Door, One More Aldrop Is Provided In The Inner Lock Rail Section Of The Door One Rotaing Locking Arrangements For The Inner Side Of The Door And Additional Provision For Locking Arrangements For Lock Is Provided On The Rear Side Of The Door At An Appropriate Place. Incase Of Double Leaf Door M.S.Flat 32 X 3Mm At 1.1Kg/M Is Provided On The One Shutter T Conceal The Gap Between The Two Shutters.At An Appropriate Place In The Door. , A Tie Bar Is Provided At The Bottom Of The Frame To Prevent Twisting Of Frame During Transportation And Fixing. All Members Are Given A Coat Of Red Oxide Primer As Directed By The Departmental Officers. The Rate Includes Cost Of All Materials, Labour Charges, Transportation To Site Of Work, Loading, Un Loading And All Other Incidental Charges Etc., Complete.-Single Leaf , Supplying And Fixing Of M.S.Grill Of Approved Design For Grill Gate, Grill Work To Doors And Windows Openings Ramp Etc., Using Necessary Mild Steel Flats For Inner And Outer Members Which Should Be Fixed On Edges Including Priming Coat Of Best Approved Quality Red Oxide Primer Etc., Complete Complying With Standard Specification. , Supplying And Laying Rubber Moulded Hydraulic Pressed Paver Block Of 83Mm Thick Approved Design Made Out Of 6 - 10Mm Thick Hbgs Chips In Cm 1:2:4 Properly Occurred To Attain The Required Strength Laying The Rubber Moulded Paver Block Over A Sand Cushion Of 10Cm Thick And Well Compacted Using 1-3 Tonne Capacity Of Manufacturing The Inter Locking Blocks , Loading, Transportation , Unloading And Other Incidential Charges Etc. Complete Complying With Standard Specification , Plastering With Cement Mortar 1:5 (One Cement And Five Sand), 12Mm Thick In All Floors Including Curing Etc. Complete Complying With Standard Specification And As Directed By The Departmental Officers. , Special Ceiling Plastering And Finishing The Exposed Surface Of All Reinforced Cement Concrete Items Of Work Such As Slabs, Beams, Sunshades, Facia, Canopy Slab, Staircase Waist Slab, Landing Slab Etc., With Cement Mortar 1:3 (One Cement And Three Sand) 10Mm Thick Used Finishing Including Hacking The Surfaces, Providing Cement Mortar Nosing, Beading For Sunshades, Staircases, Steps, Landing Slabs And Curing, Etc., In All Floors Complying With Standard Specification And As Directed By The Departmental Officers , Plastering The Surface Of Walls With Cement Mortar 1:3 (One Cement And Three Sand), 12Mm Thick Used Finishing In All Floors Including Curing Etc., Complete Complying With Standard Specification And As Directed By The Departmental Officers. , Painting Two Coats Of Newly Plastered Wall Surface With Ready Mixed Plastic Emulsion Paint Of First Class Quality And Of Approved Colour Over A Priming Coat Including Thorough Scrapping, Clean Removal Of Dirt, And Including Necessary Plaster Of Paris Putty, Wherever Required Etc., Complete Complying With Standard Specification. , Painting The Wall Two Coats With Approved Weather Proof Exterior Emulsion Paint Over One Primer Coat Of Over Cement Plastered Wall Surface Ect., Complete Complying With Standard Specification. , Painting New Iron Works Such As Steel Doors, Windows, Ventilators, Window Bars, Balustrades Etc., With Two Coats Of Best Approved First Quality And Colour Of Synthetic Enamel Paint Over The Existing Red Oxide Priming Coat In All Floors Excluding Cost Of Priming Coat Etc., Complete Complying With Standard Specification. , Supplying, Laying And Jointing Cpvc Pipes Of Standard Dimension Ratio 11 (Pressure Class 1) Conforming To Is:15778 - 2007 Of Approved Quality And Best Variety Of The Following Dia Including Cutting And Fixing Cpvc Specials Using Cpvc Adhesives (Solvent Cement) (But Excluding Cost Of Such Specials) And Fixing Into Wall With Teak Wood Plugs, Cpvc Clamps And Screws Making Holes On The Wall (Or) Drilling Holes In The Roof And Making Good The Dismantled Portion To Original Condition With Necessary Brick Work / Cement Concrete And Plastering Neatly Wherever Necessary With Necessary Scaffolding Charges, Etc., Complete Complying With Standard Specifications And As Directed By The Departmental Officers. (The Cpvc Pipes Shall Be Got Approved By Executive Engineer Before Use On Works) - Internal Water Supply Above Ground Level.25 Mm Dia Cpvc Pipe , Supplying Cpvc Specials Of Sdr 11 Conforming To Is 17546-2021 In Water Supply Arrangements (Both In Internal And External Water Supply Arrangements , 25 Mm Dia Cpvc Elbow , 25 Mm Dia Cpvc Tee , 25 Mm Dia Cpvc Union , 25 Mm Dia Upvc Nipple , Supplying, Laying And Jointing Upvc Pipes Of Class 6 (Having Working Pressure Of 10 Kg/Sq.Cm) Conforming To Is 4985- 2000 Of Approved Quality And Best Variety Of The Followingdia Including Cutting And Fixing Upvc Specials Using Upvc Adhesives (But Excluding Cost Of Such Specials) In Accordance With Is 7634-3 (2003) And Fixing Into Wall With Teak Wood Plugs, Pvc Clamps And Screws Making Holes On The Wall (Or) Drilling Holes In The Roof And Making Good The Ismantled Portion To Original Condition With Necessary Brick Work / Cement Concrete And Plastering Neatly Wherever Necessary With Necessary Scaffolding Charges Upto 4 Metre Height Above Ground Level, Etc., Complete Complying With Standard Specifications. The Pvc Pipes Shall Be Got Approved By Executive Engineer Before Use On Works - External Water Supply Above Ground Level , 25 Mm Dia Upvc Pipe , 32 Mm Dia Upvc Pipe , 40 Mm Dia Upvc Pipe , 50 Mm Dia Upvc Pipe , Supplying Upvc Specials (With Working Pressure 10 Kg. / Sq.Cm.) In Water Supply Arrangements (Both In Internal And External Water Supply Arrangements , 25 Mm Dia Union , 32 Mm Dia Union , 40 Mm Dia Union , 50 Mm Dia Union , 25 Mm Dia Elbow , 32 Mm Dia Elbow , 40 Mm Dia Elbow , 50 Mm Dia Elbow , 25 Mm Dia Tee , 32 Mm Dia Tee , 40 Mm Dia Tee , 50 Mm Dia Tee , 32 X 25 Mm Dia Reducer , 25 X 20 Mm Dia Reducer , 20 X 15 Mm Dia Reducer , Supplying And Fixing In Position First Quality And Approved Variety Of Gun Metal Gate Valve / Wheel Valve With Bis Make Of The Following Dia Including Cost Of Shellac, Thread Balls, Etc., Complete Complying With Standard Specifications (For Both Internal And External Water Supply Arrangements). The Valves To Be Used On Work Shall Be Got Approved By The Executive Engineer Before Use On Work. , 25 Mm Dia G.M. Gate Valve , 32 Mm Dia G.M. Gate Valve , 40 Mm Dia G.M. Gate Valve , 50 Mm Dia G.M. Gate Valve , Supplying And Fixing In Position White Glazed European Water Closet 10 Litre Capacity Pvc Flushing Tank Fixed On To Wall Of Best Quality And Approved Make With 100 Mm P Or S Trap Connecting With Pvc Pipe Of 110Mm Dia, Double Flapped Rigid Pvc Black Seat And Seat Cover With Cp Brass Hinges Including Cost Of White Cement, Cement For Packing, Spun Yarn, Teak Wood Plugs, Brass Screws, Etc., Including Supplying And Fixing 10 Litres Capacity Pvc / 12.5 Litres Capacity Porcelin Low Level Flushing Tank With A Pair Of Ci Brackets, Etc., Complete With All Fittings Such As 15Mm Brass Ball Valve With Polythene Float With Brass Handle, Union, Coupling Connected By Means Of 40Mm White Pvc Flush Hand Using Indian Adopter Joint Including All Internal Fittings Such As 15Mm Brass Connections, 15Mm Gm Wheel Valve, 15Mm Brass Nipple (2 Nos.), 15Mm Nylon Connection, Tw Plugs, Screws And Also Giving Necessary Connection To The Pvc Pipe Including Cost Of 600Mm Length Of 110Mm Dia Pvc Pipe And Painting The Ci Brackets With 2 Coats Of Approved Paint Over One Coat Of Red Oxide Primer, Dismantling The Masonry And Re-Doing The Dismantled Masonry To Original Condition Etc. Complete Complying With Standard Specifications. Colour Glazed European Water Closet With 10 Litre Capacity Pvc Flushing Tank Fixed With Ci Brackets , Supplying And Fixing In Position Best Quality And Approved Make Indian Made White / Colour Glazed Earthernware Wash Hand Basin Of Size 550 X 400Mm (With Pedestal / Without Pedestal) With A Pair Of Cast Iron Brackets, Including Cost 15Mm Dia Brass Cp Pillar Tap, 32Mm Dia B Class Gi Waste Pipe With Rubber Plug And Chain, 15Mm Dia Gm Wheel Valve, 15Mm Brass Nipple, 15Mm Dia Nylone Connection, 32Mm Dia Cp Brass Waste Coupling Including Fixing Of Wash Basin Using Ci Brackets On To The Wall In Position With Tw Plugs And Screws, Rubber Washers, White Lead And Giving Necessary Water Supply Connection And Painting The Brackets With Two Coat Of Painting Over A Priming Coat Of Anti-Corrosive Paint Including Testing For Leakages Etc., Complete Complying With Standard Specification And As Directed By The Departmental Officers. (The Wash Hand Basin And Specials Should Be Got Approved By The Executive Engineer Before Use On Works).-Colour Glazed Wash Hand Basin A) Without Pedestal , Supplying And Fixing In Position Indian Make Bevelled Edge Mirror Of Approved Quality And Brand Pvc / Fibre Glass Framed 600 X 450 X 5.5Mm Thick Mirror, Shelf Type With Hard Board Backing Of Approved Colour Fixed With Brass Screws, Rawl Plug, Etc., Complete Complying With Standard Specification , Supplying And Fixing Best Approved Best Quality Brass Cp Soap Tray Of Size 150 X 100Mm Including Cost Of Teak Wood Plugs, Brass Screws, Etc., Complete Complying With Standard Specifications. , Supplying And Fixing Approved Best Quality Brass Cp Towel Rail 600Mm Long And 20Mm Dia With Brackets Of Same Materials Including Cost Of Teak Wood Plugs And Cp Screws, Etc., Complete Complying With Standard Specifications. , Supplying And Fixing In Position 15Mm Dia Brass Cp Screw Down Tap (Heavy Duty) Of Approved Make Conforming To Bis Specifications And Quality Including Cost Of Shellac, Thread, Etc., Complete Complying With Standard Specification And Including Cutting And Threading Wherever Necessary , Supplying And Fixing In Position Best Quality Pvc Soil / Waste Pipes Of Various Dia Having 6 Kg / Sq.Cm. Pressure Bis Mark And Providing Leak Proof Joints Using Pvc Adhesives Including Fixing To The Wall With Special Pvc / Ms Clamp, Teak Wood Plugs, Brass Screws, Etc., And Making Connection To All Sanitary Fittings, Dismantling Masonry / Reinforced Cement Concrete Works Wherever Found Necessary And Making The Good Dismantled Portion To The Original Condition, Including Testing For Any Leakages, Etc., Complete Complying With Standard Specifications. (The Pvc Pipes Should Be Got Approved By The Executive Engineer Before Use On Works). The Rate For Earth Work Excavation Will Be Measured And Paid Separately In The Cases Where The Pipe Lines Are Proposed To Laid Below Ground Level , 75Mm Dia Pvc Soil / Waste Pipe , 110Mm Dia Pvc Soil / Waste Pipe , Supplying And Fixing In Position Pvc Specials Of The Following Dia And Types Of Approved Quality Confirming To Bis And Providing Leak Proof Joints Including Fixing To The Walls And Giving Connection To The Pvc Soil Stacks, Dismantling The Masonry Or Reinforced Cement Concrete Works And Re-Doing The Dismantled Portion To Original Condition Etc., Complete Complying With Standard Specifications. , 75Mm Dia Pvc Elbow , 75Mm Dia Pvc Tee , 75Mm Dia Pvc Tee With Single Door , 75Mm Dia Pvc Bend , 110Mm Dia Pvc Elbow , 110Mm Dia Pvc Tee , 110Mm Dia Pvc Tee With Single Door , 110Mm Dia Pvc Bend , Supplying And Fixing Position Pvc Nahani Trap / Floor Trap Of The 100 X 75Mm With Pvc Gratings Sizes With Best Stainless Steel Gratings Of Approved Brand And Quality, Fixed Over A Bed Of Brick Jelly Lime Concrete 1:2:5 (One Part Of Lime, Two Part Of Sand And Five Part Of 40Mm Gauge Brick Jelly) And Finished With Cement Mortar 1:3 (One Cement, Three Sand) Including Dismantling Masonry Works Wherever Found Necessary And Making Good The Dismantled Portions To The Original Condition And Giving Connection To The Pvc Pipes, Etc., Complete Complying With Standard Specification. , Supplying And Fixing Pvc Ventilating Shaft Of 110Mm Dia (Having Working Pressure 4 Kg. / Sq.Cm) With 3 Metre Height Including Cost Of Pvc Cylindrical Cowl Of Best Approved Quality Etc., Complete Complying With Standard Specifications And As Directed By The Departmental Officers , Supplying And Fixing In Position Ci Manhole Covers With Ci Frames (Heavy Duty) Of Size 60Cm X 60Cm Of Best Approved Quality As Per Standard Specification Etc., Complete Compying With Standard Specifications , Supplying And Filling 20Mm Guauge Hbgs Stone Jelly For Dispersion Trench Including Loading Conveying And Unloading And As Directed By The Departmental Officers Etc. Complete Complying With Standard Specification. , Supplying And Filling 40Mm Guauge Hbgs Stone Jelly For Dispersion Trench Including Loading Conveying And Unloading And As Directed By The Departmental Officers Etc. Complete Complying With Standard Specification. , Drilling 150Mm Dia Vertical Bore Using Power Drill In Hard Rock To Any Required Depth As Directed By The Departmental Officers Including Labour Charges For Inserting Casing Pipes To The Require Depth Assembly In Drilled Hole Including Welding The Joint If Necessary, Grouting The Casing Pipe Etc., And Including Transportation Charges For The Rig And Support Vehicle. , Up To 150M Below Ground Level , From 151M Up To 180M , From 181M Up To 210M , From 211M Up To 240M , Supplying And Fixing Of Pvc Casing Pipe 160Mm Dia Suitable For 6 Borewell Conforming To I.S. 12818 - 1992 With Screwed And Socked And Centering Guides For Every 15M Interval Etc., As Directed By The Departmental Officers. [With / Without Slot] , Supply Suitable Pvc End Cap (6Kg/Sqcm) Of Best For Casing Pipe Of 6 Dia Borewell Quality With Isi Mark, The Pvc Should Got Approved By The Departmental Officers. , Supply And Run Off Water Proof 3 Core 4 Sq.Mm Flat Pvc Insulated Copper Cable For Submersible Pumpset In The Borewell Including Fixing And Tying With Copper Wire And Clamping Water Pipe Etc., Complete As Directed By The Departmental Officers. , Supplying And Fixing 40 Mm Dia Upvc Pipe Of Best Quality For Delivery Cum Support Pipe For Submersible Motor Inside Borewell Etc., Complete As Directed By The Departmental Officers. A) 40 Mm Dia Pipe , Supplying And Fixing Of Nylon Rope For Submersible Motor Of Approved Quality In Etc,Complete Complying With Standard Specifications. , Supplying And Erecting Isi Make Submersible Pump Of 7.5 Hp/ 5.0 Kw Model Csm-9 With Outer Dia 50Mm Of Is 14220 Specification With Submersible S/D Starter Of 8.9 - 13.50 A Rekat Range With 13.5 A Rating And 380-415 V Ac Coil Voltage As Per Specification. Providing Necessary Panel Board With Dol Bush Button Starter With Over Load Relay Three Phase Preventer Indicating Lamps On/Off Switches-1 No Automanual Selection Switch Complete As Directed Etc, Complete. Including Panel Board. , Supplying And Fixing Wall Mounting Of Panel Board With Following Accessories A.Suitable Dol Type Push Botton Automatic Starter Etc., Complete. , Supplying And Erecting 2H.P Monoblock With Isi Mark With Necessary Accessories (Motor Should Be Got Approved By Executive Engineer Before Use Onworks) Complete Complying With Standard Specification. , Supplying And Fixing Of Pvc Readymade Water Tank (1000Lit) Of Best And Approved Quality With Isi Specification Labour For Fixing Etc., Complete.Should Be Got Approved By The Executive Engineer Before Use On Works , Providing Anti-Termite Treatment To Soil Adjecent And Under Building Foundation, Plinth Periphery Of The Building By Application Of Chemicals Of Is 63613 Part I To Iv In Stages To Suit The Progress Of Work Consist As Per The Detailed Specification As Below. Including Breaking Of Termite Mounds, Making Holes With Crow Bar, Closing The Holes After The Treatment And Including Cost Of Chemicals, Labour Charges, Transport And Storing Etc., Complete And As Directed By The Departmental Officers. , Gst
Contract Date: Mar 13, 2026 Contract Value : ₹ 1.99 Crore
Government Departments No of Bidders 3
Tamil Nadu View Result →
23.
Housing Urban and Rular Development #9786076 Price Bid
Tender For Mow/Deposit Work Under Jail-3 Sub Dn, Pwd Bhopal-1 1.2 Transportation by manual labour including loading, unloading and stacking for lead up to 50 metre. 1.2.1 Lime, moorum, building rubbish 1.2.2 Earth 1.2.3 Manure or sludge 1.2.4 Excavated rock 1.2.5 Sand, stone aggregate below 40mm nominal size 1.2.6 Stone aggregate 40mm nominal size and above 1.2.7 Stone soling 1.2.8 Bricks 1.2.9 S.W. Pipes 1.2.9.1 100 mm dia 1.2.9.2 150 mm dia 1.2.9.3 200 mm dia 1.2.9.4 250 mm dia 1.2.9.5 300 mm dia 1.2.9.6 350 mm dia 1.2.9.7 400 mm dia 1.2.9.8 450 mm dia 1.2.9.9 500 mm dia 1.2.9.10 600 mm dia 1.2.10 R.C.C. pipes, Steel cylinder, R.C. pipes, C.I. pipes, and reinforced cement pipes 1.2.10.1 100 mm dia 1.2.10.2 125 mm dia 1.2.10.3 150 mm dia 1.2.10.4 200 mm dia 1.2.10.5 250 mm dia 1.2.10.6 300 mm dia 1.2.10.7 350 mm dia 1.2.10.8 400 mm dia 1.2.10.9 450 and 500 mm dia 1.2.10.10 600, 700, 750 and 800 mm dia 2 1.3 Add extra for every additional lead of 50 metre or part thereof. 1.3.1 Lime, moorum, building rubbish 1.3.2 Earth 1.3.3 Manure or sludge 1.3.4 Excavated rock 1.3.5 Sand, stone aggregate below 40mm nominal size 1.3.6 Stone aggregate 40mm nominal size and above 1.3.7 Stone soling 1.3.8 Bricks 1.3.9 S.W. Pipes 1.3.9.1 100 mm dia 1.3.9.2 150 mm dia 1.3.9.3 200 mm dia 1.3.9.4 250 mm dia 1.3.9.5 300 mm dia 1.3.9.6 350 mm dia 1.3.9.7 400 mm dia 1.3.9.8 450 mm dia 1.3.9.9 500 mm dia 1.3.9.10 600 mm dia 1.3.10 R.C.C. pipes, Steel cylinder, R.C. pipes, C.I. pipes, and unreinforced cement pipes 1.3.10.1 100 mm dia 1.3.10.2 125 mm dia 1.3.10.3 150 mm dia 1.3.10.4 200 mm dia 1.3.10.5 250 mm dia 1.3.10.6 300 mm dia 1.3.10.7 350 mm dia 1.3.10.8 400 mm dia 1.3.10.9 450 and 500 mm dia 1.3.10.10 600, 700, 750 and 800 mm dia 3 2.1 Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. in all kinds of soil. 2 2.2 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. 5 2.3 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. 6 2.4 Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material. 2.4.1 beyond 30 cm girth up to and including 60 cm girth 2.4.2 beyond 60 cm girth up to and including 120 cm girth 2.4.3 beyond 120 cm girth up to and including 240 cm girth 2.4.4 above 240 cm girth 7 2.5 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m lead and lift up to 1.5 m, disposed soil to be levelled and neatly dressed, All kinds of soil 8 2.6 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil 9 2.7 Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. 2.7.1 Ordinary rock 2.7.2 Hard rock (requiring blasting) 2.7.3 Hard rock (blasting prohibited) 10 2.8 Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (No extra lift is payable if work is done by mechanical means)Note:-Excavation of hard rock shall be the property of the contractor subject to recovery. excavated material has to shift from site within 15 days after instruction issued by Engineer-InCharge otherwise after this penalty will imposed on contractor at the rate of Rs 50 per cum per day 2.8.1 Ordinary rock 2.8.2 Hard rock (requiring blasting) 2.8.3 Hard rock (blasting prohibited) 11 2.9 Excavating trenches of required width for pipes, cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m including getting out layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : (No extra lift is payable if work is done by mechanical means) in all kinds of soil 2.9.1 Pipes, cables etc., not exceeding 80 mm dia. 2.9.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 2.9.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm. 12 2.10 Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth up to 1.5 metre). 13 2.11 Extra for excavating trenches for pipes, cables, etc., in all kinds of soil for depth exceeding 3 m in depth, but not exceeding 4.5 m. (Rate is over corresponding basic item for depth up to 1.5 metre.) 14 2.12 Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, depth up to 1.5 m including including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m : 2.12.1 Ordinary rock : 2.12.1.1 Pipes, cables etc. not exceeding 80 mm dia. 2.12.1.2 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. 2.12.1.3 Pipes, cables exceeding 300 mm dia but not exceeding 600mm dia 2.12.2 Hard rock (requiring blasting) 2.12.2.1 Pipes, cables etc. not exceeding 80 mm dia. 2.12.2.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 2.12.2.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600mm dia 2.12.3 Hard rock (blasting prohibited) 2.12.3.1 Pipes, cables etc. not exceeding 80 mm dia. 2.12.3.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 2.12.3.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600mm dia. 15 2.13 Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 1.5 m in depth but not exceeding 3 m. (Rate is over corresponding basic item for depth up to 1.5 metre.) 16 2.14 Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 3m in depth but not exceeding 4.5 m. (Rate is over corresponding basic item for depth up to 1.5 metre.) 17 2.15 Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). 2.15.1 Depth not exceeding 1.5 m. 2.15.2 Depth exceeding 1.5 m but not exceeding 3 m. 2.15.3 Depth exceeding 3 m but not exceeding 4.5 m. 18 2.16 Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered). 2.16.1 Depth not exceeding 1.5 m. 2.16.2 Depth exceeding 1.5 m but not exceeding 3 m. 2.16.3 Depth exceeding 3 m but not exceeding 4.5 m. 19 2.17 Close timbering over areas including strutting, shoring and packing, cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered) : 2.17.1 Depth not exceeding 1.5 m. 2.17.2 Depth exceeding 1.5 m but not exceeding 3 m. 2.17.3 Depth exceeding 3 m but not exceeding 4.5 m. 20 2.18 Extra for planking, strutting and packing materials for cavities (in close timbering) if required to be leftpermanently in position. (Face area of timber permanently left to be measured). 21 2.23 Extra rates for quantities of works, executed: 2.23.1 In or under water and/or liquid mud, including pumping out water as required. 2.23.2 In or under foul position, including pumping out water as required. Note: - The extra percentage rate is applicable in respect of each item but limited to quantity executed in difficult conditions. The depth shall be reckoned correct to 0.1 metre. 0.05 metre or more shall be taken as 0.1 metre and less than 0.05 metre ignored. 22 2.24 Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 23 2.25 Extra for every additional lift of 1.5 m or part thereof in excavation. (No extra lift is payable if work is done by mechanical means) 2.25.1 All kinds of soil. 2.25.2 Ordinary or hard rock. 24 2.26 Supplying and filling in plinth with crusher stone dust / coarse sand under floors including, watering, ramming and compacting in layers not exceeding 20cm in depth and dressing complete Note: - Maximum thickness of this layer shall be 20 cm. 25 2.27 Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete. 2.27.1 With hard muram having CBR >12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm) 2.27.2 Supplying and filing in plinth with soil (other then BC soil ) having MDD not less than 1.85 t/m3 under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 15cm depth and dressing complete. 26 2.28 Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then refiling the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc., disposing of surplus excavated soil; as directed within a lead of 50 m and lift upto 1.5m. 2.28.1 All kinds of soil. 2.28.2 Ordinary rock 2.28.3 Hard rock (requiring blasting) 2.28.4 Hard rock (blasting prohibited) 27 2.29 Supplying chemical emulsion in sealed containers including delivery as specified. (Chlorpyriphos/ Lindane emulsifiable concentrate of 20%) 28 2.30 Diluting and injecting chemical emulsion for POST- CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 2.30.1 Along external wall where the apron is not provided using chemical emulsion @ 7.5 liters / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall and rodding etc. complete, with Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. 2.30.2 Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. 2.30.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diametre holes and plugging with cement mortar 1 :2 (1 cement : 2 sand) to match the existing floor, With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. 2.30.4 Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling 10mm dia and 200mm deep holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 sand) to the full depth of the hole, with Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. 2.30.5 Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. 29 2.31 Deduct for disposed soil not levelled and neatly dressed. 30 2.32 Preconstruction antitermite treatment to the building under construction by providing.Stage 1: Treatment should not be carried out when it is raining or when soil is wet with rain or subsoil water. This also applies to fill up soil within the plinth area before laying the subgrade for flooring. 31 2.33 Making bore holes for providing dowel bars at designed depth in rock foundation by drilling 40 mm dia bore hole in rock including necessary bending hooking, in position and grouting with cement slurry etc. complete as per drawing and specification. (Steel to be paid separately). 32 2.34 Excavation in soil using hydraulic excavator and including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- section, and transporting to the appropriate ground contour, location and levelling and dressing earth neatly with all lifts and lead upto 1000 metre. 33 2.35 Earth work in rough excavation by any means and bankingfilling excavated earth in layers not exceeding 20cm in depth, breaking clods, watering rolling each layer with 1/2 tonne in embankments for roads, flood banks, marginal bank and guide bank of filling up ground depression within campus, lead upto 50m and all lift. All kinds of soil. 34 2.36 Bankingfilling excavated earth in layers not exceeding 20cm in depth, breaking clods, watering rolling each layer with 1/2 tonne roller or wooden or steel rammers etc. and rolling every 3rd and top-must layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal bank and guide bank etc. lead upto 50m and lift upto 1.5m. All kinds of soil. 35 2.37 Deduct for not rolling with power roller of minimum 8 tonnes for bankingfilling excavated earth in layers not exceeding 20cm in depth. 36 2.38 Deduct for not watering with the excavated earth for bankingfilling 37 2.39 Providing and laying of permanent piping technology anti-termite treatment before flooring work by installing LLDP (Low linear density polyethylene) tube of 8 mm O.D. & 6.4 mm I.D.with inbuilt pressure compensation chip at every 30 cm interval in the tube,. The contractor shall submit approved line plan for piping system and junction boxes dully approved by Engineer-in- charge with bond of 5 year warranty. 2.39.1 Permanent piping system with Junction boxes 2.39.2 Anti-termite chemical injected area 38 2.40 Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same. (All kinds of soil) 39 3.1 Cement mortar 1:1 (1 cement: 1 sand) 40 3.2 Cement mortar 1:2 (1 cement: 2 sand). 41 3.3 Cement mortar 1:3 (1 cement: 3 sand). 42 3.4 Cement mortar 1:4 (1 cement: 4 sand). 43 3.5 Cement mortar 1:5 (1 cement: 5 sand). 44 3.6 Cement mortar 1:6 (1 cement: 6 sand). 45 3.7 Cement mortar 1:2 (1 cement: 2 stone dust). 46 3.8 Cement mortar 1:2 (1 cement: 2 marble dust). 47 3.9 White cement mortar 1:2 (1 white cement: 2 marble dust). 48 3.10 Cement mortar 1:5 (1 cement: 5 marble dust). 49 3.11 White cement mortar 1:3 (1 white cement: 3 marble dust). 50 3.12 White cement mortar 1:5 (1 white cement: 5 marble dust). 51 3.13 Mortar in lime , surkhi (50% red and 50% light yellow) and marble dust 1:1.5:0.5 52 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : 4.1.1 With 20mm nominal size graded stone aggregate. 4.1.1.1 M-25 – Grade concrete 4.1.1.2 M-20 – Grade concrete 4.1.1.3 M-15 – Grade concrete 4.1.1.4 M-10Nominal (Mix-1 Cement : 3 sand : 6 graded stone aggregate ) 4.1.2 With 40mm nominal size graded stone aggregate. 4.1.2.1 M-15 - Grade concrete 4.1.2.2 M-10 Nominal (Mix -1 Cement : 3 sand : 6 graded stone aggregate) 4.1.2.3 M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate 4.1.3 With fly ash. 4.1.3.1 1:2:3½:9 (1 ordinary Portland cement : 2 Fly ash : 3½ sand: 9 graded stone aggregate 40 mm nominal size) 4.1.3.2 1:2½:4:11 (1 ordinary Portland cement : 2½ fly ash : 4 sand : 11 graded stone aggregate 40 mm nominal size) Note: No fly ash is to be added to Portland Pozzolona cement in any case which itself contains fly ash. 53 4.2 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor two level, excluding the cost of centering, shuttering and finishing : 4.2.1 With 20mm nominal size graded stone aggregate 4.2.1.1 M-25 – Grade concrete 4.2.1.2 M 20 – Grade concrete 4.2.1.3 M 15 – Grade concrete 4.2.1.4 M-10 Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate 4.2.2 With 40mm nominal size graded stone aggregate 4.2.2.1 M-15 - Grade concrete 4.2.2.2 M-10 Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate 54 4.3 Centering and shuttering including strutting, propping etc. and removal of form work for : 4.3.1 Upto plinth: Foundations, footings, bases for columns, plinth beams, curtain walls, columns below plinth. 4.3.2 above plinth: Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, and string courses fillets etc. 4.3.3 Above plinth: Columns, pillars, posts and struts. 55 4.4 Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing . 4.4.1 M-15 (With 20mm nominal size graded stone aggregate) 4.4.2 M-10 (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate 56 4.5 Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement morta1:3 (1 cement : 3 sand) on exposed surfaces complete.(With 20mm nominal size graded stone aggregate) 57 4.6 Providing and fixing upto floor two level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 Cement : 3 sand) on exposed surfaces complete. 4.6.1 M-25 (With 20mm nominal size graded stone aggregate) 4.6.2 M-20 (With 20mm nominal size graded stone aggregate) 4.6.3 M-15 (With 20mm nominal size graded stone aggregate) 4.6.4 M-10 (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement: 3 sand: 6 graded stone aggregate. 58 4.7 Providing and fixing upto floor two level precast cement concrete solid block including hoisting and setting in position with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surfaces complete : 4.7.1 M-15 (With 20mm nominal size graded stone aggregate) 4.7.2 M-10 (M 10) (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate 59 4.8 Providing and Fixing upto floor two level pre cast concrete hollow block including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 sand), cost of required centering, shuttering and finishing smooth with 6mm thick cement plaster 1:3 (1 cement : 3 sand) on exposed surfaces complete. 4.8.1 M-15 (With 20mm nominal size graded stone aggregate) 4.8.2 M-10 (With 20mm nominal size graded stone aggregate) Nominal Mix -1 Cement: 3 sand: 6 graded stone aggregate. 60 4.9 Add extra for item no. 4.6, 4.7 and 4.8 above floor two level for every additional floor or part there of 61 4.10 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 12.5mm nominal size). 62 4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size). 63 4.12 Extra for providing and mixing water proofing material as per IS standard in cement concrete work quantity as prescribed by the manufacturer. 64 4.13 Applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 65 4.14 Extra for concrete work in superstructure above floor two level for each floors or part thereof 66 4.15 Extra for laying concrete in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete.Note for item No. 4.15:- The quantity will be calculated by multiplying. The depth of centre of gravity shall be reckoned correct to 0.1m. 0.05m or more shall be taken as 0.1m and less than 0.05m ignored. 67 4.16 Extra for laying concrete in or under foul positions. 68 4.17 Making plinth protection 50mm thick of cement concrete grade M10 over 75mm bed of dry metal ballast 40mm nominal size well rammed and consolidated and filled with sand including finishing the top smooth (with 20mm nominal size graded stone aggregate.) 69 4.18 Extra for addition of synthetic polyester triangular fiber of length 12 mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement concrete/RCC/Flooring/ Water retaining structures by using 125 gms of synthetic polyester triangular fibre for 50 kgs cement used as per directions of Engineer-in- Charge. 70 4.19 Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. 71 4.20 Providing and fixing up to floor two level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20mm nominal size) 72 4.21 Providing and fixing up to floor two level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete . 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20mm nominal size) 73 4.22 Providing and fixing up to floor two level precast cement concrete hollow block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20mm nominal size) 74 4.23 Providing and laying in position ready mixed plain cement concrete, using fly ash and cement content as per approved design curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.Note : (1) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacemen to be ensured in accordance with clauses 5.2 and 5.2.1 of IS: 456 -2000 in the items of BMC and RMC. 4.23.1 All works up to plinth level: 4.23.1.1 M-20 grade plain cement concrete (cement content considered @ 280 kg/cum) 4.23.1.2 M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 4.23.1.3 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) 4.23.2 All works above plinth and upto floor two level 4.23.2.1 M-20 grade plain cement concrete (cement content considered @ 280 kg/cum) 4.23.2.2 M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 4.23.2.3 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) 75 4.24 Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in- charge. 4.24.1 All works up to plinth level: 4.24.1.1 M-20 grade plain cement concrete (cement content considered @ 280 kg/cum) 4.24.1.2 M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 4.24.1.3 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) 4.24.2 All works above plinth and upto floor two level 4.24.2.1 M-20 grade plain cement concrete (cement content considered @ 280 kg/cum) 4.24.2.2 M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) 4.24.2.3 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) 76 4.25 Plum Cement concrete 1:2:4 with 75% graded metal of maximum size 40 mm and 25% plum of 150mm size. 77 4.26 Providing and laying cement concrete in Sunken floors of WC, Toilet, Wash Area, etc with 1:5:10 (1 cement : 5 coarse sand (zone-3) : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering 78 5.1 Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.1 M-20 Grade Concrete 5.1.2 M-15 Grade Concrete 79 5.2 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering, finishing and reinforcement: 5.2.1 M-20 Grade Concrete 80 5.3 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in beams, suspended floors, roofs having slope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete grade. 5.3.1 M-20 Grade Concrete 81 5.4 Providing and laying upto floor two level reinforced cement concrete (with20 mm nominal size graded stone aggregate) in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with Concrete grade. 5.4.1 M-20 Grade Concrete 82 5.5 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in arches, archribs, domes, vaults, shells, folded plate above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement in Concrete grade. 5.5.1 M-20 Grade Concrete 83 5.6 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in chimneys, shafts, upto floor two level excluding the cost of centring, shuttering, finishing and reinforcement with 5.6.1 M-20 Grade Concrete 88 5.7 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in well-steining excluding the cost of centering, shuttering, finishing and reinforcement with 5.7.1 M-20 Grade Concrete 84 5.8 Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in vertical and horizontal fins individually or forming box louvers, facias and eaves boards up to floor two level excluding the cost of centering, shuttering, finishing and reinforcement in M 20 –Grade Concrete 85 5.9 Centering and shuttering in cluding strutting, propping etc. and removal of form for: 5.9.1 Foundations, footings, bases of columns, etc. for concrete upto plinth level 5.9.2 Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc. 5.9.2.1 Uptoplinthlevel. 5.9.2.2 Above plinth upto 3.6 m height from plinth level 5.9.2.3 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.6 m, for every additional height of 1 metre or part thereof. 5.9.3 Suspended floors, roofs, landings, balconies and access platform. 5.9.4 Shelves(Cast in situ) 5.9.5 Lintels, beams, girders, bressumers and cantilevers 5.9.6 Columns, P i l l a r s , Piers, Abutments, Posts and Struts. 5.9.7 Stairs, (excluding landings) except spiral- Staircases. 5.9.8 Spiral staircases (including landing). 5.9.9 Arches, domes,vaults upto 6m span 5.9.10 Extra for arches, domes, vaults exceeding 6 m span 5.9.11 Chimneys and shafts 5.9.12 Coffer/waffle slab of any size or shape as shown in the drawing. 5.9.13 Well steining 5.9.14 Vertical and horizontal fins individually or forming Box louvers band, facias and eaves boards. 5.9.15 Extra for shuttering in circular work or any other geometrical shape (20% of respective centering and shuttering items). 5.9.16 Small lintels not exceeding 1.5m clear span, mouldingas incornices, window, sills, courses, bands, copings, bed plates, anchor blocks and the like. 5.9.17 Cornices and mouldings 5.9.18 Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and columns and the like. 5.9.19 Weather shade, Chajjas, corbels etc., including Edges. 5.9.20 Suspended floors, roofs, landings, balconies and Access platform. With water proof ply 12 mm thick. (item to be executed with prior permission of S.E. in case of B & R works and from Additional Project Director in case of PIU works) 5.9.21 Lintels, beams, columns, girders, bressumers and cantilevers with waterproof ply 12 mm thick (item to be executed with prior permission of S.E. in case of B&R works and from Additional Project Director in case of PIU works) 86 5.10 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.6 m, for every additional height of 1 metre or part thereof (Plan area to be measured) 5.10.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be measured). 87 5.11 Providing, hoisting and fixing up to floor two level precast reinforced cement concrete in lintels, manhole cover, shelves and like including setting in cement mortar 1:3 (1 cement : 3 sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement with M 15 –Grade Concrete. 88 5.12 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 sand) etc. complete excluding plastering of the jambs, sills and soffits. 5.12.1 50 mm thick 5.12.2 40 mm thick 5.12.3 25 mm thick 89 5.13 Encasing rolled steel sections, in beams and columns, with cement concrete M 15 (1 cement: 2 sand: 4 graded stone aggregate 20mm nominal size) including centering and shuttering complete but excluding cost of reinforcement. 80 5.14 Encasing rolled steel section in grillages with cement concrete M 15 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) including centering and shuttering but excluding cost of expanded metal and hangers. 91 5.15 Extra for providing and fixing expanded metal mesh of size 20x60mm and strands 3.25mm wide 1.6mm thick weighing 3.64 kg per sqm for encasing of rolled steel sections in beams, columns and grillages excluding cost of hangers. 92 5.16 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete .(Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3.Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”) 5.16.1 Mild steel and Medium Tensile steel bars. 5.16.2 Hard drawn steel wire 5.16.3 Cold twisted bars (CTD) 5.16.4 Hot rolled deformed bars 5.16.5 Hard drawn steel wire fabric 5.16.6 Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786 93 5.17 Add extra for providing reinforcement above Floor two level for every additional floor or part thereof. 94 5.18 Providing and fixing in position copper plate as per design for expansion joints. 95 5.19 Providing and filling in position, blown bitumen in expansion joints. 96 5.20 Providing and filling in position bitumen mix filler of Proportion 80 kg. Of hot bitumen, 1 kg. Of cement and 0.25 cubic metre of sand for expansion joints. 97 5.21 Providing and filling gap in expansion joint between RCC/ Stone/Ceramic tiles/Granite/ Marble by providing silicon sealant over backer rod of approved quality weather sealant as per drawing and direction of engineer in charge up to 25mm width & 12 mm depth. 98 5.22 Providing and fixing in position bitumen impregnated fibre board conforming to IS: 1838 including cost of primer, sealing compound in expansion joints. 5. 22.1 12 mm thick 5. 22.2 25 mm thick 5. 22.3 50 mm thick 99 5.23 Providing and fixing sheet covering over expansion joints with iron screws as per design. 5. 23.1 Non-asbestos fibre cement board 6 mm thick as per IS: 14862. 5. 23.1.1 150mm wide. 5. 23.1.2 200mm wide. 5. 23.1.3 250mm wide. 5. 23.2 Aluminium fluted strips 3.15mm thick. 5. 23.2.1 150 mm wide. 5. 23.2.2 200 mm wide. 5. 23.2.3 250 mm wide. 5. 23.3 Stainless steel Grade 304 plate-1.0 mm thick 5. 23.3.1 150 mm wide. 5. 23.3.2 200 mm wide. 5. 23.3.3 250 mm wide. 100 5.24 Providing for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 101 5.25 Extra for laying reinforced cement concrete in or under water and/ or liquid mud including cost of pumping or bailing out water and removing slush etc., complete.Note- For Item No. 5.25:-The quantity will be calculated by multiplying the depth measured from the subsoil water level up to the centre of gravity The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shuttering under sub – soil water condition 102 5.26 Extra for laying reinforced cement concrete in or under foul positions. 103 5.27 Providing and laying in position machine batched, machine mixed cement concrete (BMC) of M-25 grade for reinforced cement concrete work using cement content as per approved mix design concrete without impairing strength and durability as per direction of Engineer-in charge and pumping of concrete to site of laying and finishing but excluding the cost of centering, shuttering, and reinforcement. (Note: - Minimum cement content is 330 kg/cum) and no extra payment for extra cement used as per mix design. 5.27.1 All works upto plinth level. 5.27.2 All works above plinth level and upto floor five level. 5.27.3 Add extra for each floor for all works above floor five level. 104 5.28 Extra for providing richer mixes of BMC design mix as per item no 5.27 upto plinth level and at all floor levels. (No extra payment for using extra cement as per requirement of mix design.) 5. 28.1 Providing M-25 grade concrete instead of M- 20 grade.(Note : minimum cement content is @ 330 kg/cum) 5. 28.2 Providing M-30 grade concrete instead of M- 25 grade.(Note : minimum cement content is @ 340 kg/cum) 5. 28.3 Providing M-35 grade concrete instead of M- 25 grade.(Note: : minimum cement content is @ 350 kg/cum) 5. 28.4 Providing M-40 grade concrete instead of M- 25 grade.(Note: minimum cement content is @ 360 kg/cum) 105 5.29 Providing and placing in position precast reinforced cement concrete waffle units square or rectangular as per design and shape for floors and roofs in M-20 –Grade Concrete (with graded stone aggregate 10mm nominal size. including provision of steel hooks for lifting and form work, handling, hoisting, centering and erection complete for all floor levels but excluding the cost of reinforcement. 106 5.30 Providing and laying in position ready mixed concrete (RMC) of M-25 grade for reinforced cement concrete work, using cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.Note: Minimum cement content is @ 330 kg/cum. (No extra payment for using extra cement as per requirement of mix design.) 5.30.1 All works upto plinth level. 5.30.2 All works above plinth level and upto floor V level. 5.30.3 Extra for each additional floor for all works above floor five level 107 5.31 Extra for R.C.C. work above floor two level for each floors or part thereof. (except items 5.27 and 5.30) 108 5.32 Supplying and applying pre tested and approved water based concrete curing compound to concrete/ masonry surface, all as per manufacturer’s specification and direction of Engineer-in-charge. 5.32.1 Non pigmented wet curing compound 5.32.2 Pigmented wet curing compound. 109 5.33 Providing and fixing in position factory made precast RCC M-40 doors, windows and ventilator frames having excellent smooth finish, as per IS: 6523 with 6mm dia main reinforcement each polymer block having at least four holes for passing one or adjacent rebates to hold fast grill or steel bar, ventilator frame provided with grooves for louvers at an angel of 45 degree at spacing to block direct vision etc. complete, as per the direction of Engineer-in-charge. The cost of hold fast and cement concrete block of 1:3: 6 (1 Cement: 3 sand: 6 Graded stone aggregate 20mm nominal size) mix is also included in the item. 5. 33.1. Frame 125 mmx 60 mm (double rebate) 5. 33.2. Frame 100mmx 60 mm (Single rebate) 5. 33.3 Frame 85mmx 60 mm (Single rebate) 110 5.34 Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 (1 cement: 3 sand). 111 5.35 Providing and fixing in position pre moulded compressible filler board made from polymer base in black color approved make conforming to the specifications having minimum density of 95 kg / cum, non- staining, with less than 1 percent water absorption and compression recovery of 93 percent minimum including cost of double sided adhesive tape, sealant etc. in expansion joints. 5. 35.1 12 mm thick 5. 35.2 25 mm thick. 5. 35.3 50 mm thick. 112 5.36 Providing and sealing the retaining wall expansion Joints with anodized aluminum extruded section of 135 mm × 3.1 mm confirm to alloy of 6063 T5/T6including fixing of an imported EPDM moisture Barrier conform to (American Society for Testing and Materials) 2240 & ASTM - G53 & 84 fixing with Epoxy adhesive confirm to ASTM C-881 complete in all respect as per manufacturer Drawing and specifications. With 5 year guarantee. 113 5.37 Providing and fixing sheet covering over expansion joints with iron screws as per design. Non- asbestos cement bonded particle board 6 mm thick as IS: 14276 5.37.1 150mm wide 5.37.2 200mm wide 5.37.3 250mm wide 114 5.38 Providing & laying in position Prestressing steel strands (low relaxation) on hollow core bed by using mechanical pulling arrangement like Rabbit/ Bed master including all accessories for Stressing &destressing operations as per approved make conforming to IS1343 & grade FY-1860 etc, complete as per drawings and direction of Engineer -in- charge. 115 5.39 Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In- Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer - inCharge. (Material shall confirm to ASTM 6063). 5. 39.1 Floor Joint of 100 mm gap 5. 39.2 Floor Joint of 150 mm gap 5. 39.3 Floor Joint of 200 mm gap 116 5.40 Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063). 5. 40.1 Wall Joint of 100 mm gap 5. 40.2 Wall Joint of 150 mm gap 5. 40.3 Wall Joint of 200 mm gap 117 5.41 Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members with, self aligning and self centeringarragement support plates asper ASTM B221-02. . The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063.) 5.41.1 Roof Joint for 100 mm gap 5.41.2 Roof Joint for 150 mm gap 5.41.3 Roof Joint for 200 mm gap 118 5.42 Providing and fixing Scaffolding net of required width made of high density Polyethylene UV stabilized knitted on warp knitting machines having density 100gm/sqm and shading coefficient minimum 75% around the construction site/ for vertical extension as per requirement including fastening/tying with building/scaffolding pipes or with any other fixtures etc. complete as per direction of Engineer-in-Charge. (One time payment shall be made for providing Scaffolding net from start of work till completion of work including shifting if any. The Scaffolding net shall be the property of the contractor on completion of the work) 119 6.1 Brick work with well burnt chimney bricks in bulls pattern trench kiln manufactured by ghol process, crushing strength not less than 40kg /cm2 and water absorption not more than 15% in foundation and plinth i/c curing etc. complete. 6.1.1 Cement mortar 1:4 (1 cement : 4 sand) 6.1.2 Cement mortar 1:6 (1 cement : 6 sand) 120 6.2 Brick work with well burnt chimney bricks in bulls patent trench kiln manufactured by ghol process ,crushing strength not less than 40kg /cm2 and water absorption not more than 15% in superstructure above plinth level and up to floor two level i/c curing etc. complete. 6.2.1 Cement mortar 1:4 (1 cement : 4 sand) 6.2.2 Cement mortar 1:6 (1 cement : 6 sand) 121 6.3 Brick work with well burnt chimney bricks in bulls pattern trench kiln, crushing strength not less than 25kg /cm2 and water absorption not more than 20% in foundation and plinth i/c curing etc complete. 6.3.1 Cement mortar 1:4 (1 cement : 4 sand) 6.3.2 Cement Mortar 1:6 (1 cement:6 sand). 122 6.4 Brick work with well burnt chimney bricks in bulls pattern trench kiln, crushing strength not less than 25kg /cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level i/c curing etc complete. 6.4.1 Cement mortar 1:4 (1 cement : 4 sand) 6.4.2 Cement Mortar 1:6 (1 cement:6 sand). 123 6.5 Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg /cm2 and water absorption not more than 20% in foundation and plinth i/c curing etc complete. 6.5.1 Cement mortar 1:4 (1 cement : 4 sand) 6.5.2 Cement Mortar 1:6 (1 cement: 6 sand). 124 6.6 Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg / cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level i/c curing etc complete. 6.6.1 Cement mortar 1:4 (1 cement : 4 sand) 6.6.2 Cement Mortar 1:6 (1 cement : 6 sand) 125 6.7 Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, in super structure above plinth level up to floor two level in : 6.7.1 Having 100 kg / cm2 average compressive strength. 6.7.1.1 Cement mortar 1:4 (1 cement : 4 sand) 6.7.1.2 Cement mortar 1:6 (1 cement : 6 sand) 6.7.2 Having 75 kg / cm2 average compressive strength. 6.7.2.1 Cement mortar 1:4 (1 cement : 4 sand) 6.7.2.2 Cement mortar 1:6 (1 cement : 6 sand) 6.7.3 Having 50 kg / cm2 average compressive strength. 6.7.3.1 Cement mortar 1:4 (1 cement : 4 sand) 6.7.3.2 Cement mortar 1:6 (1 cement : 6 sand) 126 6.8 Brick work with calcium silicate bricks machine moulded conforming to IS:4139, having 100 kg/cm2 average compressive strength in super structure above plinth level upto floor II level in : 6.8.1 Cement mortar 1:4 (1 cement : 4 sand) 6.8.2 Cement mortar 1:6 (1 cement : 6 sand) 127 6.9 Brick work with extruded burnt fly ash clay sewer bricks (Conforming to IS: 4885 ) in foundation and plinth : Cement Mortar 1:4 ( 1 cement : 4 sand) 128 6.10 Brick work with extruded burnt fly ash clay sewer bricks (conforming to IS: 4885) in archesin foundation and plinth including centering and shuttering complete in cement mortar 1:3 (1 cement: 3 sand). 129 6.11 Extra for brick work in superstructure above floor two levels for each additional floor or part thereof respective item. 130 6.12 Providing half brick masonry with well burnt chimney bricks in bull patent trench kiln manufactured by ghol process crushing strength not less than 40 kg /cm2 and water absorption not more than 15% in superstructure above plinth level and up to floor two level. 6.12.1 Cement mortar 1:3 (1 cement : 3 sand) 6.12.2 Cement mortar 1:4 (1 cement : 4 sand) 131 6.13 Providing half brick masonry with well burnt chimney bricks in bull pattern trench kiln crushing strength not less than 25 kg /cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level. 6.13.1 Cement mortar 1:3 (1 cement : 3 sand) 6.13.2 Cement mortar 1:4 (1 cement : 4 sand) 132 6.14 Providing half brick masonry with well burnt open bhatta bricks crushing strength not less than 25 kg /cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level 6.14.1 Cement mortar 1:3 (1 cement : 3 sand) 6.14.2 Cement mortar 1:4 (1 cement : 4 sand) 133 6.15 Half brick masonry with fly ash lime Gypsum bricks (FALG bricks) conforming to IS: 12894, in super structure above plinth and upto floor two level. 6.15.1 Having 100 kg/cm2 average compressive strength. 6.15.1.1 Cement mortar 1 : 3 (1 cement : 3 sand) 6.15.1.2 Cement mortar 1 : 4 (1 cement : 4 sand) 6.15.2 Having 75 kg/cm2 average compressive strength. 6.15.2.1 Cement mortar 1 : 3 (1 cement : 3 sand) 6.15.2.2 Cement mortar 1 : 4 (1 cement : 4 sand) 6.15.3 Having 50 kg/cm2 average compressive strength. 6.15.3.1 Cement mortar 1 : 3 (1 cement : 3 sand) 6.15.3.2 Cement mortar 1 : 4 (1 cement : 4 sand) 134 6.16 Extra for half brick masonry in superstructure, above floor two level for every floor or part thereof respective item. 135 6.17 Extra for providing and placing in position 2 Nos. 8mm dia. M.S. bars at every third course of in half brick masonry. 136 6.18 Honey-comb brick work 10 cm thick with well burnt chimney bricks manufactured by ghol process crushing strength not less than 40kg /sqcm and water absorption not more than 15% in cement mortar 1:4 (1 cement : 4 sand). 137 6.19 Extra for forming cavity 5cm to 7.5cm wide in cavity walls with necessary weep and vent holes including use of cores and cost of providing and fixing bitumastic coated M .S. Ties 300mm long of 25x3mm section at not less than 3 ties per sqm as per approved design 138 6.20 Brick work in plain arches in superstructure including centering and shuttering complete with chimney bricks having crushing strength not less than 40kg /cm2 and water absorption not more than 15% in cement mortar 1:3 (1 cement : 3 sand). 139 6.21 Brick work in gauged arches in superstructure in cement mortar 1:3 (1 cement : 3 sand) including centering and shuttering complete, with chimney bricks having crushing strength not less than 40kg /cm2 and water absorption not more than 15% 140 6.22 Providing half brick masonry with kiln burnt clay bricks of 40kg /cm2 and water absorption not more than 15% in cement mortar 1:3 (1 Cement : 3 sand) in superstructure for closing cavity 5 to 7.5 cm wide in cavity wall complete with 10 cm wide bitumen felt type 3 grade 1. 141 6.23 Extra for laying brick work in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete.NOTE: - The quantity will be calculated by multiplying the depth measured from sub - soil water level up to the centre of gravity of brick work in cum executed under the sub - soil water. The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. 142 6.24 Extra for laying brick work in or under foul position. 143 6.25 Providing and laying cellular concrete blocks masonry having density ranging from 800kg/m3 in super structure above plinth level up to floor two level in cement mortar 1:4 (1 cement: 4 sand) The nominal dimensions of the concrete blocks shall be as follows in additional block shall be of half lengths of 200, 250 or 300 mm to correspond to the full lengths. The size of the blocks specified other than those specified may also be used. 144 6.26 Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry, using AAC blocks (Size length 300, 400, 500, 600 mm Height 200, 250, 300 mm Width 100, 150, 200, 250 mm) conforming to IS 2185 PART 3, having compressive strength not less than 4 MPa (Grade II) in super structure, blocks jointed with approved block laying polymer modified adhesive mortar as per ASTM international standard including raking out joints. Vertical bands shall be placed along jams (vertical member of chowkhats) and extend upto lintel levels to arrest cracking at corner openings. RCC bands shall be measured with AAC block masonry. Rates include all materials including steel bars, wastages, scaffolding and all labour etc. complete. 6.26.1 AAC Masonry in polymer modified mortar 145 6.27 Extra for AAC masonry work in superstructure above floor two level for each additional floor or part thereof 146 6.28 Providing hoisting & fixing precast Autoclaved Aerated Concrete (AAC) reinforced roof slabs, lintels and chhajjas as per IS: 6073 -2006 grade D specifications (dry density, without steel, 550 kg/m3 to 650 kg/m3 and minimum compressive strength 3.5 N/mm2) reinforcement steel provided inside AAC slab, lintel and chhajja shall be ascertained on the basis of manufacturer’s certificate and also by random destructive testing done by engineer-in-charge or his representative for which cost of samples and testing charges shall be borne by the contractor. Deflection & ultimate load test for AAC reinforced roof slab and lintel shall be as per annex. B of IS: 6073 -2006 and criteria for conformity and sampling shall be as per clause-13 of IS: 6073 -2006. 147 6.29 Precast autoclaved aerated concrete (AAC) reinforced wall panels:- Providing hoisting & fixing precast Autoclaved Aerated Concrete (AAC) reinforced wall panels as per IS:6072 -1972 grade D (dry density, without steel, 550 kg/m3 to 650 kg/m3 and inside AAC panels. Quantity of reinforcement steel in AAC panels shall be ascertained on the basis of certificate of the manufacturer and also by random destructive testing by engineer-in- charge or his representative for which cost of samples and testing charges shall be borne by the contractor. Cost of reinforcement inside AAC panels shall be paid separately. 148 6.30 Add extra for AAC wall panels, roof slabs, lintels and chhajjas above floor two level for each additional floor as per item no 6.29 and 6.30. 149 6.32 Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand) 6.32.1 From ground level upto plinth level 6.32.2 Above plinth level upto floor II level 150 6.33 Brick work with modular bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10mm wide 12mm deep complete from ground level up to plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) 6.33.1 From ground level upto plinth level 6.33.2 Above plinth level upto floor II level 151 6.34 Providing and laying Gypsum panel partitions 100 mm thick with water proof Gypsum panels of size 666x500x100 mm, made of calcite phosphor Gypsum fixed with tongue and groove, jointed with bonding plaster as per manufacturer’s specifications in superstructure above plinth level up to floor two level. Gypsum blocks will have a minimum compressive strength of 9.3 kg/cm2 152 6.35 Extra for Gypsum panel Partitions in superstructure above floor two level for every four floors or part thereof. 153 7.1 Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement :6 sand : 12 graded stone aggregate 20mm nominal size) at plinth level with : 7.1.1 Cement mortar 1:6 (1 cement : 6 sand) 154 7.2 Random rubble masonry with hard stone in superstructure above plinth level and upto floor two level, including leveling up with cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like. 7.2.1 Cement mortar 1:6 (1cement: 6 sand). 155 7.3 Extra for random rubble masonry with hard stone in superstructure above floor two level for every floors or part thereof 156 7.4 Extra for random rubble masonry with hard stone in : 7.4.1 Square or rectangular pillars 7.4.2 Circular pillars. 157 7.5 Extra for random rubble masonry with hard stone curved on plan for a mean radius not exceeding 6 m. 158 7.6 Coursed rubble masonry (1st or 2nd sort) with hard stone in foundation and plinth. 7.6.1 Cement mortar 1:6 (1 cement : 6 sand) 7.6.2 Cement mortar 1:6 (1 cement : 6 sand) 159 7.7 Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor two level. 7.7.1 Masonry work (first sort) in cement mortar 1:6 (1 cement : 6 sand) 7.7.2 Masonry work (second sort) , in cement mortar 1:6 (1 cement : 6 sand) 160 7.8 Extra for coursed rubble masonry with hard stone (first or second sort) in superstructure above floor two level for every floors or part thereof 161 7.9 Extra for coursed rubble masonry with hard stone (first or second sort) in : 7.9.1 Square or rectangular pillars 7.9.2 Circular pillars. 7.9.3 Extra for coursed rubble masonry with hard stone (first or second sort) curved on plan for a mean radius not exceeding 6 m. 162 7.10 Stone work in plain ashlar masonry in super structure upto floor two level in cement mortar 1:6 (1 cement : 6 sand) including pointing with cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment matching the sand stone shade : 7.10.1 One face dressed. 7.10.1.1 Red sand stone 7.10.1.2 White sand stone 7.10.2 Both face dressed. 7.10.2.1 Red sand stone. 7.11.2.2 White sand stone 163 7.11 Stone work plain ashlar masonry in arches in super structure upto floor two level in cement mortar 1:3 (1 cement: 3 sand) including centering, shuttering and pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment matching the sand stone shade. 7.11.1 One face dressed. 7.11.1.1 Red sand stone 7.11.1.2 White sand stone 7.11.2 Both face dressed. 7.11.2.1 Red sand stone. 7.11.2.2 White sand stone 164 7.12 Stone work plain ashlar masonry in domes, in super structure upto floor two level in cement mortar 1:3 (1 cement: 3 sand) including centering, shuttering and pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment matching the sand stone shade. 7.12.1 One face dressed 7.12.1.1 Red sand stone 7.12.1.2 White sand stone 7.12.2 Both face dressed. 7.12.2.1 Red sand stone. 7.12.2.2 White sand stone. 165 7.13 Stone work ashlar masonry punched (ordinary) in superstructure above plinth level and upto floor two level in cement mortar 1:6 (1 white cement: 6 sand) including pointing with cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment matching the sand stone shade. 7.13.1 Red sand stone one face punched. 7.13.2 Red sand stone both face punched 7.13.3 White sand stone one face punched. 7.13.4 White sand stone double face punched 166 7.14 Extra for stone work, plain ashlar or ashlar punched above floor two level for every floor or part thereof. 167 7.15 Extra for plain ashlar or ashlar punched in : 7.15.1 Square or rectangular pillars 168 7.16 Extra for stone work; plain ashlar or ashlar punched in curved on plan with a mean radius not exceeding 6 m. 169 7.17 Extra for additional cost of centering for arches exceeding 6m span including all strutting, bolting, wedging etc. And removal (area of soffit to be measured). 170 7.18 Stone work sunk or moulded or sunk and moulded upto floor Two level in cement mortar 1:6 (1cement : 6 sand) including pointing with white cement mortar 1:2 (1 white : 2 marble dust) with an admixture of pigment matching the stone shade : 7.18.1 Red sand stone 7.18.2 White sand stone 171 7.19 Extra for stone work sunk or moulded or sunk and moulded or carved in : 7.19.1 Triangular or Square or rectangular pillars 7.19.2 Circular or polygonal pillars 172 7.20 Extra for stone work sunk or moulded in cornices. 173 7.21 Stone work (machine cut edges) for wall lining etc. (veneer work) up to 10 meter height backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 sand) including pointing in white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment matching the stone shade : (To be secured to the backing by means of clamps which shall be paid for separately): 7.21.1 Red sand stone - exposed face fine dressed with rough backing. 7.21.1.1 70 mm thick. 7.21.1.2 60 mm thick. 7.21.1.3 50 mm thick 7.21.1.4 40 mm thick. 7.21.1.5 30 mm thick. 7.21.2 Red sand stone - Exposed face machine cut and table rubbed with rough backing. 7.21.2.1 70 mm thick. 7.21.2.2 60 mm thick. 7.21.2.3 50 mm thick 7.21.2.4 40 mm thick. 7.21.2.5 30 mm thick. 7.21.3 White sand stone - exposed face fine dressed with rough backing. 7.21.3.1 70 mm thick. 7.21.3.2 60 mm thick. 7.21.3.3 50 mm thick 7.21.3.4 40 mm thick. 7.21.3.5 30 mm thick. 7.21.4 White sand stone - Exposed face machine cut and table rubbed with rough backing. 7.21.4.1 70 mm thick. 7.21.4.2 60 mm thick. 7.21.4.3 50 mm thick 7.21.4.4 40 mm thick. 7.21.4.5 30 mm thick. 174 7.22 Extra for stone work (veneer work) curved on plan with a mean radius not exceeding 6 m. 175 7.23 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement :2 sand) including making the necessary chases in stone and holes in walls wherever required. 176 7.24 Providing and fixing stone dowels of size 10x5x2.5cm cut to double wedge shape as per design in cement mortar 1:2 (1 cement : 2 sand) including making the necessary chases 177 7.25 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 sand) including making the necessary chases. 178 7.26 Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the wall as measured along the slope in cement mortar 1:4 (1 cement : 4 sand) including pointing in cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment matching the stone shade: 7.26.1 Red sand stone: With common burnt clay bricks of 25 kg/cm2 compressive strength. 7.26.2 White sand stone: With common burnt clay bricks of 25 kg/cm2 compressive strength. 179 7.27 Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm projection in cement mortar 1:4 (1 cement : 4 sand) including pointing in white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment matching the stone shade: 7.27.1 Red sand stone 7.27.2 White sand stone 180 7.28 30mm red sand stone sun-shade (chisel-dressed) supported on red sand stone brackets, fixed in walls with cement mortar 1:4 (1 cement: 4 sand) including finishing complete. 181 7.29 Providing and fixing red sand stone brackets 55x22.5x45cm sunk and moulded including providing and fixing with 4 Nos. gun metal cramp 25x6mm 30 cm long and dowel bars 7.5 cm long 6 mm dia as per design. 182 7.30 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 7.30.1 Red sand stone 7.30.2 White sand stone 183 7.31 Providing and fixing stone jali 40mm thick throughout in cement mortar 1:3 (1cement :3 sand) including pointing in white cement mortar 1:2 (1white cement: 2stone dust) with an admixture of pigment , matching the stone shade, jali slab without any chamfers etc. 7.31.1 Red sand stone 7.31.2 White sand stone 184 7.32 Extra for laying stone work in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete.NOTE: - The quantity will be calculated by multiplying the depth measured from sub - soil water level up to the centre of gravity of stone work in cum executed under the sub - soil water. The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. 185 7.33 Extra for laying stone work in or under foul position. 186 7.34 Wall lining butch work upto 10m height with red/ white sand stone 40 mm thick rough facing on the exposed surface with stone strips of minimum length 300 mm and required width 75mm thick strips i/c 12mm thick bed of cement mortar 1:3 (1 Cement : 3 sand) i/c ruled pointing in cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment to match the shade of stone complete as per direction of Engineer-in- charge. 187 7.35 Stone work ( machine cut edges) for wall lining upto 10 m height etc. (Veneer work) backing filled with a grout of 12mm thick cement mortar 1:3 (1 Cement : 3 sand) and jointed with Cement mortar 1:2 (1 cement : 2 marble dust) including rubbing and polishing complete. (To be secured to the backing by means of cramps which shall be paid for separately) 7.35.1 25mm thick Kota stone slabs exposed face dressed and rubbed. 7.35.2 25mm thick Dholpur stone slabs exposed face dressed and rubbed. 7.35.3 20 to 25mm thick kota stone slabs exposed slab not dressed and rubbed. 7.35.4 20 to 25mm thick Dholpur stone/shivpuri stone not dressed and rubbed. 188 7.36 Stone tile work with 8mm thick mirror polished and machine cut edge for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 sand), including pointing in white cement with an admixture of pigment to match the stone shade. 7.36.1 Granite stone of any colour and shade 7.36.2 Raj Nagar plain white marble/ Udaipur green marble/ Zebra black marble 189 7.37 Extra for stone work for wall lining on exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. 190 7.38 Providing and fixing dry stone cladding upto 10 metre height with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour and/ or with the help of cramps, pins etc. And sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins. shall be paid for separately.) 7.38.1 Red sand stone. 7.38.2 White sand stone 191 7.39 Providing and fixing structural steel frame (for dry stone cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/rectangular tube in the required pattern as per architectural drawing including including drilling necessary steel work will be given a priming coat of Zinc primer as approved by Engineer-in-charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-in-charge for approval before execution).The frame work shall be fixed in true horizontal and vertical lines/ planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel clamps shall be paid for separately and nothing extra shall be paid.) 192 7.40 Providing and fixing adjustable stainless steel clamps of approved quality and of required shape and size adjustable with stainless steel nuts bolts and washer (total weight not less than 260 gms) for dry stone cladding fixed on frame 193 8.1 Providing and supplying aluminium extruded tubular and other aluminium sections frame work as per the architectural drawings and approved shop drawings, the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coated of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. (The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). 194 8.2 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of aluminium structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels.. (A) Structural analysis anddesign and preparation of shopdrawings for the specified designloads conforming to IS 875 partIII (the system must passed theproof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sectionsBfor fixing glazing panels of various thicknesses, aluminum cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals,microwave cured EPDM gaskets for water tightness, pressure equalisation and drainage andprotection against fire hazard including (B) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminum alloy of 6005 T5 brackets of required sizes, sections and profiles etc. toaccommodate 3 Dimentional movement for achieving perfect verticality and fixing structuralglazing system rigidly to the RCC/ masonry/structural steel framework of building structureusing stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contactswith nuts and washers etc. of stainless steel grade 316, of the required capacity and in requirednumbers.(C) Providing and filling, two part pump filled, structural silicone sealant and one partweather silicone sealant compatible with the structural silicone sealant of required bitesize in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.(D) Providing and fixing in position flashings of solid aluminum sheet 1 mm thick andof sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight(E) Making provision for drainage of moisture/ water that enters the curtain glazing systemto make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary 195 8.3 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.8.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. 196 8.4 Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin- Charge. 197 8.5 Providing, fabricating and supplying shadow box of required size and shape, for fixing in the spandrel portion of the structural glazing, in linear as well as curvilinear portions of the building by providing semi - rigid, inorganic, non- combustible fibre glass wool insulation 50 mm thick having density 48 kg/m3, conforming to IS: 8183 and BS: 3958 Part 5.The insulation layer shall have facing (factory bonded on surface # 1 of the fibre glass insulation layer), of black non- woven fibre glass tissue of nominal thickness 0.5 mm and nominal mass not less than 60 gm/sqm, made of randomly oriented glass fibres distributed in a binder by a wet-lay process including fixing 1.5 mm thick solid aluminum sheet backing using, 6 mm thick cement board including SS rivets, nuts, bolts, washers etc complete. 198 8.6 Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat strengthened monolithic float glass of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade so as to match the colour and shade of the IGUs in the vision panels etc., included in cost of relevent Item). (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 199 8.7 Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel (ACP) Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including: with aluminium composite panel cladding, having all the performance characteristics all complete, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. upto two decimal places. 8.7.1 4 mm thick alumminium composite pannel material consisting of 3 mm thick FR grade mineral core sandwiched between two alumminium sheets (each 0.5mm thick) 8.7.2 4 mm thick alumminium composite pannel material consisting of 3.5 mm thick FR grade mineral core sandwiched between two alumminium sheets (each 0.25mm thick) 8.7.3 3 mm thick alumminium composite pannel material consisting of 2.5 mm thick FR grade mineral core sandwiched between two alumminium sheets (each 0.25mm thick) 200 8.8 Design, supply and installation of suspended Spider Glazing system designed to withstand the wind pressure as pr IS 875 (Part- III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider and other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete.For the purpose of payment actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured., 201 8.9 Providing and fixing aluminium magnesium alloy (FACADE) wall cladding system consisting of panels 200mm wide x 17mm deep x 0.5mm thick of maximum length of 6.0 mtr. coil coated on a continuous paint line double baked and roll formed from centre to centre at a distance of maximum 1.20 mtr. The stringer shall be fixed to a suitable rigid structure. All panels shall be achromatised for maximum bond between metal and paint, enamelled twice under high temperature one side with full primer and the other side (inner side) with a primer coat on a continuous paint line, and fixed as per the direction of the Engineer-in-Charge. 202 8.10 Providing and fixing Aluminium Magnesium alloy Plain Panel Sun Louvres of approved colour consisting of panel 84 mm wide x 16mm deep x 0.6mm thick with round edges panel length upto 6 mtrs coil coated on a continuos paint line double baked between metal and paint, enamelled twice under high temperature one side with full primer and finish, the other side (inner side) with a primer coat and Skin Coat on a Continuos Paint Line.Note: - 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing shall be paid for separately under relevant items under this subhead. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. upto two decimal places. 203 9.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). 9.1.1 Second class teak wood 9.1.2 Sal wood 9.1.3 Kiln Head wood seasoned and chemically treated hard wood (Haldu, Kail, Bija wood.) 9.1.4 Factory made Kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood. 9.1.4.1 Frame of size 100mmX60mm single or double rebate 9.1.4.2 Frame of size 120mmX60mm double rebate. 205 9.2 Providing laminated veneer lumber conforming to IS:14616 and TAD -15: 2001(Part-B) in factory made frames of doors, windows, clerestory windows and other frames, wrought framed and fixing in position with hold fast lugs or with dash fasteners of required dia and length ( hold fast lugs or dash fastener shall be paid for separately). 206 9.3 Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position ( with necessary stainless steel screw) 9.3.1 Sal wood 9.3.2 Kiln seasoned and chemically treated hardwood Haldu, Kail, Bija wood. 9.3.3 Factory made Kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood. 207 9.4 Extra for additional labour wood work in circular shape, such as in frames of fan light : 9.4.1 Second class teak wood 9.4.2 Sal wood 9.4.3 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.4.4 Factory made Kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood. 208 9.5 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws excluding, panelling/glazing which will be paid for separately, all complete as per direction of Engineer-in-charge. 9.5.1 Second class teak wood 9.5.1.1 35 mm thick shutters 9.5.1.2 30 mm thick shutters 9.5.2 Kiln seasoned and chemically treated hardwood Haldu, Kail, Bija wood. 9.5.2.1 35 mm thick shutters 9.5.2.2 30 mm thick shutters 9.5.3 Kiln seasoned selected planks of sheesham wood. 9.5.3.1 35 mm thick shutters 9.5.3.2 30 mm thick shutters 9.5.4 Factory made Kiln seasoned chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood shutters 9.5.4.1 35 mm thick 9.5.4.2 30 mm thick 209 9.6 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: 9.6.1 Second class teak wood 9.6.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood 9.6.3 15mm thick Factory made Kiln seasoned, chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood. 9.6.4 Ply wood 5 ply, 9 mm thick : 9.6.4.1 Decorative plywood both side decorative veneer (Type - I) conforming to IS 1328 BWR type. 9.6.4.2 Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) conforming to IS 1328 BWR Type 9.6.5 Ply wood 7 ply, 9 mm thick : 9.6.5.1 Decorative plywood both side decorative veneer (Type- I) conforming to IS 1328 BWR type. 9.6.5.2 Decorative plywood one side decorative veneer and commercial veneer on other face (Type-1) conforming to IS 1328 BWR Type 9.6.6 Particle Board 12 mm thick 9.6.6.1 Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS: 3087 marked. 9.6.6.2 Veneered flat pressed three layer or graded wood particle board with commercial veneering on both sides conforming to IS: 3097, grade I. 9.6.6.3 Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side, Grade I, Type II IS: 12823 marked. 9.6.6.4 Pre-laminated particle board with decorative lamination on both sides, Grade I, Type II, IS: 12823 marked. 9.6.6.5 Coir Veneer Board (conforming to IS 14842) 12 mm thick 9.6.7 Float glass panes 9.6.7.1 4 mm thick glass pane (weight not less than 10 kg/sqm) 9.6.7.2 5 mm thick glass pane (weight not less than 12.5 kg/sqm) 9.6.8 Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. Wire and 1.4 mm wide aperture with matching wood beading 9.6.8.1 4mm to 5mm thick integral PVC form sheet with Celluka finish surface on both side with density not less than 600 kg/cum 9.6.8.2 4mm to 5mm thick laminated PVC form sheet with density not less than 600 kg/cum, laminated on both sides by 0.12 mm thick laminated sheet with density not less than 1400 kg/cum 210 9.7 Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 and TADS 15:2001 (Part B) including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, all complete as per directions of Engineer-in- charge and panelling with panels of: 9.7.1 12mm thick plain grade - 1, medium density flat pressed three layer particle board FPT - I or graded wood particle board FPT - I IS : 3087 marked bonded with BWP type synthetic resin adhesive as per IS : 848 : 9.7.2 12 mm thick pre-laminated particle board (decorative lamination on both sides) grade - 1, medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT - I, conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and pre- lamination conforming to IS : 12823 Grade 1, Type - II marked: 9.7.3 12 mm thick one side pre-laminated particle board (decorative lamination on one side and other sides balancing lamination) grade - 1 medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT-1 conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and prelamination conforming to IS : 12823 Grade -1, Type II marked: 211 9.8 Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. 9.8.1 Second class teak wood 9.8.1.1 35 mm thick 9.8.1.2 30 mm thick 9.8.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood 9.8.2.1 35 mm thick 9.8.2.2 30 mm thick 9.8.3 Kiln seasoned selected planks of sheesham wood. 9.8.3.1 35 mm thick 9.8.3.2 30 mm thick 9.8.4 Factory made Kiln seasoned chemically treated and finger jointed at spacing not closer than 50cm, 2nd class hard wood 9. 8.4.1 30 mm thick shutters 9. 8.4.2 35 mm thick shutters 212 9.9 Providing and fixing factory made laminated veneer lumber glazed shutter conforming to IS: 14616 and TADS 15:2001 (Part B) , using 4mm thick float glass panes for doors, windows and clerestory windows including ISI marked fixing with M.S. pressed butt hinges bright finished of required size with necessary screws as per directions of Engineer-in- charge. 30 mm thick shutters. 213 9.10 Extra for providing heavy sheet float glass panes instead of ordinary float glass in glazed doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured) 9.10.1 5 mm thick instead of 4 mm thick. 9.10.2 10 to 12 mm float glass 9.10.3 5.5 mm safety glass 9.10.4 10-12mm safety glass 214 9.11 Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). 215 9.12 Deduct for providing pin headed glass panes instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory windows, shutters (Area of opening for glass panes excluding portion inside rebate shall be measured). 216 9.13 Extra for S.S, hinges providing ISI marked Stainless Steel butt hinges instead of M.S. pressed butt hinges bright finished of required size with necessary screws. (Shutter area to be measured). 217 9.14 Deduct for not providing hinges in doors, windows or clerestory window shutters with : 9.14.1 Stainless steel butt hinges with stainless steel screws for 2nd class teak wood and other class of wood shutters. 9.14.2 ISI marked M.S. pressed butt hinges bright finished of required size For 2nd class teak wood and other class of wood shutters. 218 9.15 Providing and fixing 25 mm thick Second class teak wood shutters using 4mm float glass for cup board etc. : 9.15.1 Panelled or panelled and glazed shutters : 9.15.1.1 Using ISI marked anodised aluminium butt hinges with necessary screws. 9.15.1.2 Using ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. 9.15.2 Glazed shutters : 9.15.2.1 Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screws. 9.15.2. 2nd class teak wood including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. 219 9.16 Providing and fixing flat pressed 3 layer particle board medium density exterior grade (Grade I) or graded wood particle board IS : 3087 marked to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately) : 9.16.1 12 mm thick 9.16.2 18 mm thick 220 9.17 Providing and fixing Pre-laminated flat pressed 3 layer (medium density) particle board or graded wood particle board IS : 3087 marked with one side decorative and other side balancing lamination Grade I, Type II exterior grade IS : 12823 marked in shelves with screws and fittings wherever required, edges to be painted with polyurethane primer (fittings to be paid separately). 9.17.1 18 mm thick 9.17.2 25 mm thick 221 9.18 Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutter. 9.18.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 9.18.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 9.18.3 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS: 3818 marked with necessary screws. 222 9.19 Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.19.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 9.19.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 9.19.3 25mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws. 223 9.20 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) On one side only. 224 9.21 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 225 9.22 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured) : 9.22.1 Rectangular or square. 9.22.2 Circular. 226 9.23 Extra if louvers (not exceeding 0.2 sqm) are provided in flush door shutters (overall area of door shutters to be measured). 227 9.24 Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). 228 9.25 Providing and fixing wire gauze shutters using galvanised M.S. wire gauze of average width of aperture 1.4mm in both direction with wire of dia. 0.63 mm for doors, windows and clerestory windows with hinges and necessary screws: 9.25.1 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. 9.25.1.1 Second class teak wood. 9.25.1.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.25.1.3 Kiln seasoned selected class of sheesham wood. 9.25.2 35 mm thick shutters with ISI marked stainless steel butt hinges of required size. 9.25.2.1 Second class teak wood. 9.25.2.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.25.2.3 Kiln seasoned selected class of sheesham wood. 9.25.3 30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. 9.25.3.1 Second class teak wood. 9.25.3.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.25.3.3 Kiln seasoned selected class of sheesham wood. 9.25.4 30 mm thick shutters with ISI marked stainless steel butt hinges of required size. 9.25.4.1 Second class teak wood. 9.25.4.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.25.4.3 Kiln seasoned selected class of sheesham wood. 229 9.26 Providing and fixing wire gauge laminated veneer lumber shutters conforming to IS : 14616, and as per TADS 15 :2001 (Part B) using galvanised wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm as per IS :1568 for doors, windows and clerestory windows including ISI marked M.S. pressed fixing with butt hinges bright finished of required size with necessary screws as per directions of Engineer-in-charge: 9.26.1 35 mm thick shutters 9.26.2 30 mm thick shutters 230 9.27 Providing 50x50x50mm 2nd class teak wood plugs including cutting brick work and fixing in cement mortar 1:3 (1 cement : 3 sand) and making good the walls etc. 231 9.28 Providing and fixing expandable fasteners of specified size with necessary plastic sleeves and galvanised M.S. screws including drilling holes in masonry work /CC/ R.C.C. and making good etc. complete. 9.28.1 25 mm long 9.28.2 32 mm long 9.28.3 40 mm long 9.28.4 50 mm long 9.28.5 60 mm long 232 9.29 Providing and fixing 2nd class teak wood plain lining tongued and grooved including wooden plugs complete with necessary screws and priming coat on unexposed surface. 9.29.1 40 mm thick. 9.29.2 25 mm thick. 9.29.3 20 mm thick 9.29.4 12 mm thick 233 9.30 Providing and fixing in wall lining flat pressed three layer (medium density) particle board or graded wood Pre- laminated one side decorative lamination on other side balancing lamination Grade I, Type II, IS : 12823 marked including priming coat on unexposed surface, with necessary fixing arrangement and screws etc. complete : 9.30.1 12 mm thick 9.30.2 18 mm thick 9.30.3 25 mm thick 234 9.31 Providing and fixing specified wood frame work consisting of battens 50x25mm fixed with rawl plug and drilling necessary holes for rawl plug etc. including priming coat complete. Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 235 9.32 Providing and fixing plywood 4 mm thick one side decorative veneer conforming to IS: 1328 (type-1) for plain lining / cladding with necessary screws, priming coat on unexposed surface with: Decorative veneer facings of approved manufacture. 236 9.33 Providing and fixing 4mm thick coir veneer board, ISI marked IS: 14842, plain lining with necessary screws, priming coat on unexposed surface etc., complete. 237 9.34 Providing and fixing skirting of Pre- laminated with (one side decorative and other side balancing lamination) flat pressed, 3 layer or graded particle board (medium density) Grade I, Type II, IS :12823 marked, with necessary fixing arrangements and screws including drilling necessary holes for rawl plugs etc. and priming coat on unexposed surface complete : 9.34.1 18 mm thick 9.34.2 25 mm thick 238 9.35 Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : 9.35.1 2nd class teak wood 9.35.1.1 50x12 mm 9.35.1.2 50 x 20 mm 9.35.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.35.2.1 50x12 mm 9.35.2.2 50x20 mm 239 9.36 Providing and fixing plain jaffri of 35x10 mm laths placed 35 mm apart (frames to be paid separately) including fixing 50x12 mm beading complete with : Second class teak wood. 240 9.37 Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood particle board medium density grade I, IS : 3087 marked,, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with Haldu, Kail, Bija wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. 241 9.38 Providing and fixing 18 mm thick, 150 mm wide pelmet of coir veneer board ISI marked IS: 14842, including top cover of 6 mm coir veneer board, nickle plated brackets, including fixing with 25x3 mm M.S. Flat 10 cm long fixed to pelmet with Haldu, Kail, Bija wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. 242 9.39 Extra for using veneered particle board conforming to IS 3097 Grade I, in item of pelmet 18mm thick 150mm wide. 9.39.1 Non decorative veneer on both sides. 9.39.2 Particle board with decorative veneering on both sides. 243 9.40 Providing and fixing teak wood lipping of size 25x3 mm in pelmet. 244 9.41 Providing and fixing of 1.25 mm thick chromium plated brass plate, with two chromium plated curtain rods brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete: 9.41.1 12 mm dia. 9.41.2 20 mm dia. 9.41.3 25 mm dia. 245 9.42 Providing and fixing nickel plated curtain rods M.S. pipe with nickel plated brackets : 9.42.1 20 mm dia (heavy type) 9.42.2 25 mm dia (heavy type) 246 9.43 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.43.1 Fixed to steel windows by welding. 9.43.2 Fixed to openings /wooden frames with rawl plugs screws etc. 247 9.44 Providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and 1.6 mm thick for windows etc. including 62 x19 mm beading of II nd class teak wood and priming coat with approved steel primer all complete. 248 9.45 Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. 249 9.46 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm all complete. 9.46.1 With 2nd class teak wood beading 62x19 mm. 9.46.2 With 12 mm mild steel U beading. 250 9.47 Deduct for fixing 75x25 mm hard drawn steel wire fabric of weight not less than 7.75 Kg. per sqm in panelled and glazed door and window shutter instead of glass sheet 4 mm thick. 251 9.48 Providing 40x5 mm flat (iron hold fast 40 cm long) (0.628 kg) including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size) 252 9.49 Providing wooden beams including hoisting, fixing in position and applying wood preservative for the unexposed surfaces, etc. complete with : 9.49.1 Sal wood. 9.49.2 Haldu, Kail, Bija wood. 253 9.50 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete : 9.50.1 125x65x2.12 mm 9.50.2 100x58x1.90 mm 9.50.3 75x47x1.70 mm 9.50.4 50x37x1.50 mm 254 9.51 Providing and fixing IS : 1341 marked M.S. heavy weight butt hinges with necessary screws etc. complete : 9.51.1 125x90x4.00 mm 9.51.2 100x75x3.50 mm 9.51.3 75x60x3.10 mm 9.51.4 50x40x2.50 mm 255 9.52 Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete. 9.52.1 125x65x2.12 mm 9.52.2 100x58x1.90 mm 9.52.3 75x47x1.70 mm 9.52.4 50x37x1.50 mm 256 9.53 Providing and fixing ISI marked oxidised M.S. pressed Parliamentary hinges with necessary screws etc. complete : 9.53.1 150x125x27x2.80 mm 9.53.2 125x125x27x2.80 mm 9.53.3 100x125x27x2.80 mm 9.53.4 75x100x20x2.24 mm 257 9.54 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc. complete : 9.54.1 150 mm 9.54.2 125 mm 9.54.3 100 mm 258 9.55 Providing and fixing oxidised M.S. double acting spring hinges with necessary screws etc. complete. 9.55.1 150 mm 9.55.2 125 mm 9.55.3 100 mm 259 9.56 Providing M.S. Piano hinges ISI marked IS: 3818 finished with nickel plating and fixing with necessary screws etc., complete. 9.56.1 Overall width 35 mm. 9.56.2 Overall width 50 mm. 9.56.3 Overall width 65 mm. 260 9.57 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete: 9.57.1 300x16 mm 9.57.2 250x16 mm 261 9.58 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 9.58.1 250x10 mm 9.58.2 200x10 mm 9.58.3 150x10 mm 9.58.4 100x10 mm 262 9.59 Providing and fixing ISI marked 85x42mm oxidised M.S. pull bolt lock conforming to IS: 7534 with necessary screws bolts, nut and washers etc. complete 263 9.60 Providing and fixing ISI marked oxidised M.S. door latches conforming to IS:5930 with screws etc. complete : 9.60.1 300x20x6 mm 9.60.2 250x20x6 mm 264 9.61 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 9.61.1 125 mm 9.61.2 100 mm 9.61.3 75 mm 265 9.62 Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with necessary screws etc. complete : 9.62.1 150 mm 9.62.2 115 mm 9.62.3 90 mm 266 9.63 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete. 9.63.1 300 mm weighing not less than 200 gms. 9.63.2 250 mm weighing not less than 150 gms. 9.63.3 200 mm weighing not less than 120 gms. 267 9.64 Providing and fixing oxidised M.S. Safety chain with necessary fixtures for doors. (Weighing not less than 450 gms.) 268 9.65 Providing and fixing ISI marked stainless steel sliding door bolts with nuts and screws etc. complete: 9.65.1 300x16 mm 9.65.2 250x16 mm 269 9.66 Providing and fixing ISI marked stainless steel tower bolt black finish, (Barrel type) with necessary screws etc. complete : 9.66.1 250x10 mm 9.66.2 200x10 mm 9.66.3 150x10 mm 9.66.4 100x10 mm 270 9.67 Providing and fixing ISI marked 85x42mm stainless steel pull bolt lock with necessary screws bolts, nut and washers etc. complete. 271 9.68 Providing and fixing ISI marked stainless steel door latches with screws etc. complete : 9.68.1 300x20x6 mm 9.68.2 250x20x6 mm 272 9.69 Providing and fixing ISI marked stainless steel handles with necessary screws etc. complete : 9.69.1 125 mm 9.69.2 100 mm 9.69.3 75 mm 273 9.70 Providing and fixing stainless steel hasp and staple (safety type) conforming to IS specification with necessary screws etc. complete : 9.70.1 150 mm 9.70.2 115 mm 9.70.3 90 mm 274 9.71 Providing and fixing stainless steel casement stays (straight peg type) conforming to IS specification with necessary screws etc. complete. 9.71.1 300 mm weighing not less than 200 gms. 9.71.2 250 mm weighing not less than 150 gms. 9.71.3 200 mm weighing not less than 120 gms. 275 9.72 Providing and fixing stainless steel safety chain with necessary fixtures for doors. Conforming to IS specification (Weighing not less than 450 gms.) 276 9.73 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 9.73.1 125x64x1.90 mm 9.73.2 100X58X1.90 mm 9.73.3 75x47x1.80 mm 9.73.4 50x37x1.50 mm 277 9.74 Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : 9.74.1 125x64x2.50 mm 9.74.2 100x60x2.50 mm 9.74.3 75x50x2.50 mm 278 9.75 Providing and fixing 50 mm Stainless steel cup board or wardrobe knob with necessary screws (best make of approved quality) 279 9.76 Providing and fixing Stainless steel hanging type floor door stopper with necessary screws, etc. complete. 280 9.77 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 9.77.1 125x85x5.5 mm (heavy type) 9.77.2 125x70x4 mm (ordinary type) 9.77.3 100x85x5.5 mm (heavy type) 9.77.4 100x70x4 mm (ordinary type) 9.77.5 75x65x4 mm (heavy type) 9.77.6 75x40x2.5 mm (ordinary type) 9.77.7 50x40x2.5 mm (ordinary type) 281 9.78 Providing and fixing bright finished brass parliamentary hinges with necessary screws etc. complete : 9.78.1 150x125x27x5 mm 9.78.2 125x125x27x5 mm 9.78.3 100x125x27x5 mm 9.78.4 75x100x20x3.2 mm 282 9.79 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 9.79.1 400x10 mm 9.79.2 250x10 mm 9.79.3 200x10 mm 9.79.4 150x10 mm 9.79.5 100x10 mm 283 9.80 Providing and fixing bright finished brass door latch with necessary screws etc. complete. 9.80.1 300x16x5 mm 9.80.2 250x16x5 mm 284 9.81 Providing and fixing bright finished brass handles with necessary screws etc. complete. 9.81.1 125 mm 9.81.2 100 mm 9.81.3 75 mm 285 9.82 Providing and fixing bright finished brass sliding door bolts with nuts and screws etc complete. 9.82.1 300x16mm 9.82.2 250x16mm 286 9.83 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality). 287 9.84 Providing and fixing bright finished brass 100 mm mortice latch and lock ISI marked with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles with necessary screws etc. complete (Best make of approved quality). 288 9.85 Providing and fixing bright finished brass 100 mm mortice latch with one dead bolt and a pair of lever handles with necessary screws etc. complete (best make of approved quality). 289 9.86 Providing and fixing bright finished brass night latch including necessary screws etc. complete (best make of approved quality). 290 9.87 Providing and fixing special quality bright finished brass cupboard or wardrobe locks with four levers including necessary screws etc. complete (best make of approved quality) : 9.87.1 40 mm 9.87.2 50 mm 9.87.3 65 mm 9.87.4 75 mm 291 9.88 Providing and fixing 50 mm bright finished brass cup board or wardrobe knob with necessary screws (best make of approved quality) 292 9.89 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 293 9.90 Providing and fixing bright finished brass casement window fastener with necessary screws etc. complete. 294 9.91 Providing and fixing bright finished brass casement stays (straight peg type) with necessary screws etc. complete : 9.91.1 300 mm weighing not less than 330 gms 9.91.2 250 mm weighing not less than 280 gms 9.91.3 200 mm weighing not less than 240 gms 295 9.92 Providing and fixing bright finished brass hasp and staple (safety type) with necessary screws etc. complete: 9.92.1 150 mm 9.92.2 115 mm 9.92.3 90 mm 296 9.93 Providing and fixing Cromium plated brass hanging type floor door stopper with necessary screws, etc. complete. 297 9.94 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm) with necessary accessories and screws etc. complete. 298 9.95 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm) with double speed adjustment with necessary accessories and screws etc. complete. 299 9.96 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality). 300 9.97 Providing and fixing chromium plated brass 100 mm mortice latch with one dead bolt and a pair of lever handles with necessary screws etc. complete (best make of approved quality). 301 9.98 Providing and fixing chromium plated brass night latch including necessary screws etc. complete (Best make of approved quality). 302 9.99 Providing and fixing special quality chromium plated brass cupboard locks with six levers including necessary screws etc. complete (Best make of approved quality) of : 9.99.1 Size 40 mm 9.99.2 Size 50 mm 9.99.3 Size 65 mm 9.99.4 Size 75 mm 303 9.100 Providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobs with nuts complete. 304 9.101 Providing and fixing chromium plated brass sliding door bolts ISI marked with nuts and screws etc complete. 9.101.1 300x16mm 9.101.2 250x16mm 305 9.102 Providing and fixing chromium plated brass tower bolts ISI marked with nuts and screws etc complete. 9.102.1 400X10mm 9.102.2 300x10mm 9.102.3 250x10mm 9.102.4 200x10 mm 9.102.5 150x10 mm 9.102.6 100x10 mm 306 9.103 Providing and fixing chromium plated brass door latch ISI marked with necessary screws etc complete. 9.103.1 300x16x5mm 9.103.2 250x16x5mm 307 9.104 Providing and fixing chromium plated brass night latch ISI marked with necessary screws etc complete. 308 9.105 Providing and fixing chromium plated brass handles with necessary screws etc. complete: 9.105.1 125 mm 9.105.2 100 mm 9.105.3 75 mm 309 9.106 Providing and fixing chromium plated brass casement window fastener with necessary screws etc. complete. 310 9.107 Providing and fixing chromium plated brass casement stays (straight peg type) with necessary screws etc. complete : 9.107.1 300 mm weighing not less than 330 gms 9.107.2 250 mm weighing not less than 280 gms 9.107.3 200 mm weighing not less than 240 gms 311 9.108 Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: Note:- Aluminum hinges shall not be used in wooden shutters. 9.108.1 125x75x4 mm 9.108.2 125x63x4 mm 9.108.3 100x75x4 mm 9.108.4 100x63x4 mm 9.108.5 100x63x3.2 mm 9.108.6 75x63x4 mm 9.108.7 75x63x3.2 mm 9.108.8 75x45x3.2 mm 312 9.109 Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete: 9.109.1 300x16 mm 9.109.2 250x16 mm 313 9.110 Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 9.110.1 400X10mm 9.110.2 300x10 mm 9.110.3 250x10 mm 9.110.4 200x10 mm 9.110.5 150x10 mm 9.110.6 100x10 mm 314 9.111 Providing and fixing aluminium pull bolt lock anodised ISI marked (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws bolts, nut and washers etc. complete. 315 9.112 Providing and fixing 50cm long aluminium kicking plate 100x3.15 mm anodised (anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour or shade with necessary screws etc. complete. 316 9.113 Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 9.113.1 125 mm 9.113.2 100 mm 9.113.3 75 mm 317 9.114 Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. 9.114.1 Single rubber stopper 9.114.2 Twin rubber stopper 318 9.115 Providing and fixing aluminium casement window stays ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. 319 9.116 Providing and fixing aluminium tee channels (heavy duty) with rollers, stop end in pelmets as curtain rod. 320 9.117 Providing and fixing aluminum U beading of required size to Pre-laminated /flush door shutter including fixing etc. complete as per direction of Engineer-in-charge. 321 9.118 Providing and fixing PTMT handles with necessary screws etc. complete. 9.118.1 125x34x24 mm weighing not less than 23 gms. 9.118.2 150x34x24 mm weighing not less than 26 gms. 322 9.119 Providing and fixing PTMT Butt hinges with necessary screws etc. complete. 9.119.1 75x60x10 mm fitted with 5.5 mm dia M.S. Bright Bar Rod weighing not less than 34 gms. 9.119.2 100x75x10 mm fitted with 5.5 mm dia MS Bright Bar Rod weighing not less than 53 gms. 323 9.120 Providing and fixing PTMT Tower Bolts with 12 mm one piece rod inside and necessary screws etc., complete. 9.120.1 152x42x18 mm weighing not less than 60 gms. 9.120.2 202x42x18 mm weighing not less than 78 gms. 324 9.121 Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with suitable washers weighing not less than 33 gms. 325 9.122 Providing and fixing PTMT hanging type floor door stoper with necessary screws etc complete. 326 9.123 Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws: 9.123.1 35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. 9.123.1.1 Second class teak wood. 9.123.1.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.123.1.3 Kiln seasoned selected class of sheesham wood. 9.123.2 35 mm thick shutters with ISI marked stainless steel butt hinges of required size. 9.123.2.1 Second class teak wood. 9.123.2.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.123.2.3 Kiln seasoned selected class of sheesham wood. 9.123.3 30 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size. 9.123.3.1 Second class teak wood. 9.123.3.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.123.3.3 Kiln seasoned selected class of sheesham wood. 9.123.4 30 mm thick shutters with ISI marked stainless steel butt hinges of required size. 9.123.4.1 Second class teak wood. 9.123.4.2 Kiln seasoned and chemically treated Haldu, Kail, Bija wood. 9.123.4.3 Kiln seasoned selected class of sheesham wood. 327 9.124 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. 9.124.1 With 2nd class teak wood beading 62x19 mm. 9.124.2 With 12 mm mild steel U beading. 328 9.125 Providing and fixing Bamboo jaffery/ fencing consisting of superior quality 25mm dia (Average) half cut bamboo placed vertically and fixed together with three numbers horizontal running members of Haldu, Kail, Bija wood in scantling of section 50x25mm fixed with nails and G.I wire on existing support complete as per direction of Engineer-in-charge. 329 9.126 Providing and fixing wooden moulded corner beading of triangular shape to the junction of panelling etc. with iron screws, plugs and priming coat on unexposed surface etc. complete 2nd class teak wood. 50x50mm (base and height). 330 9.127 Providing and fixing 2nd class teak wood lipping/ moulded beading or Taj beading of size 18x5mm fixed with wooden adhesive of approved quality and screws/ nails on the edges of the Pre-laminated particle board as per direction of Engineer- in-charge. 331 9.128 Providing and fixing bright finished 100mm mortice lock with 6 levers without pair of handles for aluminium door with necessary screws etc complete (Best make of approved quality) as per direction of Engineer-in-charge. 332 9.129 Providing and fixing magnetic catcher in cupboard / ward robe shutters including fixing with necessary screws etc. complete (Best make of approved quality). 9.129.1 Triple strip vertical type. 9.129.2 Double strip (horizontal type). 333 9.130 Providing and fixing magic eye in door shutters including fixing. Complete (Best make of approved quality). 334 9.131 Providing and fixing powder coated telescopic drawer channels with necessary screws etc. complete as per directions of Engineer-in-charge. 9.131.1 300mm long 9.131.2 450mm long 9.131.3 500mm long 335 9.132 Providing and fixing sliding arrangement in racks/ cupboards/cabinets shutter by P/F stainless steel rollers to run inside C or E aluminium channel section (The payment of C or E channel shall be made separately) 336 9.133 Providing and fixing 12mm thick panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick. 9.133.1 Marine plywood conforming to IS: 710 9.133.2 Fire retardant plywood conforming to IS: 5509. 337 9.134 Providing and Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S including cost of adhesive of approved quality. 9.134.1 1.5 mm thick. 9.134.2 1.0 mm thick. 338 9.135 Providing and fixing cup board shutters 25mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked exterior grade (Grade l Type ll) having one side decorative lamination and other side balancing lamination including IInd class teak wood lipping of 25mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges complete as per direction of the Engineer-in-Charge. 339 9.136 Providing and fixing cup board shutters with 25mm thick veneered particle board IS : 3097 marked exterior grade (Grade I) of approved make including IInd class teak wood lipping of 25mm wide x 12 mm thick with necessary screws and bright finished stainless steel piano hinges complete as per direction of Engineer-in- Charge. 9.136.1 With decorative veneering on one side and commercial veneering on other side. 9.136.2 With non decorative veneering on both sides. 340 9.137 Providing and fixing factory made shutters of 25 mm thick Pre-laminated particle board flat pressed three layer or graded wood particle board with one side decorative finish and other side balancing lamination conforming to IS: 12823 Grade l Type ll, of approved design, and edges sealed with water resistant paint and lipped with aluminium U type edge beading all- round the shutter, including fixing with angle cleat, grip strip, cadmium plated steel screws including fixing of aluminium hinges 100x63x4 mm etc. complete as per architectural drawing and direction of Engineer-in-Charge (Cost of U beading and hinges will be paid for separately). 341 9.138 Providing and fixing in wall lining MDF board medium density fibre board IS: 14587:1998 marked, Pre-laminated one side decorative lamination and other side balancing lamination, with necessary fixing arrangement and screws etc. complete. 9.138.1 12 mm thick. 9.138.2 18 mm thick. 9.138.3 25 mm thick. 342 9.139 Providing and fixing 25mm thick pre- laminated medium density fibre board exterior grade(Grade-I) IS:14587:1998 marked one side decorative to be sealed with PVC edge bending tape 2.00 mm thick of approved brand including ISI marked nickeled plated bright finishing M.S. piano hinges IS:3818 marked with necessary screwed complete 343 9.140 Providing and fixing skirting with Pre- laminated medium density fibre board exterior grade (Grade-I) IS: 14587:1998 marked, with necessary fixing arrangements and screws, including drilling necessary holes for rawl plugs etc. and edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand complete. 9.140.1 18 mm thick 9.140.2 25 mm thick 344 9.141 Providing and fixing partition upto ceiling height consisting of G.I. frame and required board including providing and fixing of frame work made of special section power pressed/ roll form G.I. sheet to be provided at the horizontal joints of two boards, fixed to the studs using metal to metal flat head screws, including jointing and finishing to a flush finish with recommended jointing compound, jointing tape, angle beads at corner (25 mm x 25 mm x 0.5 mm), joint finisher and two coats of primer suitable for board as per manufactures specification and direction of engineer in charge all complete. 9.141.1 75mm overall thickness partition with 12.5 mm thick double skin fire rated glass reinforced gypsum (GRG) plaster board conforming to IS: 2095: part 3 1996 Board with BIS certification marks. 9.141.2 75mm overall thickness partition with 12.5 mm thick double skin tapered edged plain Gypsum plaster board conforming to IS:2095: part I 1996 Board with BIS certification marks. 9.141.3 66mm overall thickness Partition with 8mm thick double skin Calcium Silicate Board made with Calcareous and Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process with Compressive Strength 225 kg/sq.cm, Bending Strength 100 kg./sq.cm. 9.141.4 66mm overall thickness partition using 8mm thick double skin non- asbestos multipurpose cement board reinforced with cellulose fibre manufactured through autoclaving process (High pressure steam cured) as per IS: 14862 with suitable fibre cement screw. 9.141.5 68mm overall thickness partition using 9mm thick Heavy Duty Fibre Cement Board double skin non asbestos, reinforced with cellulose fibre,manufactured through autoclaving proces(High presssure steam cured)Type A, Category 4 conforming to IS 14862:2000. (for wet areas) 9.141.6 70 mm overall thickness Partition using 10mm thick double skin non-asbestost multipurpose termite, fire & moisure resistance (acoustic 30db) cement bonded particle board as per IS: 14276 with suitable cement bonded board screw. 345 9.142 Providing and fixing, in position concealed G.I. section for wall paneling using board of required thickness fixed on the W profile (0.55mm thick ) having a knurled web of 51.55mm and two flanges of 26mm each with lips of 10.55 mm, placed @ 610mm C/C with fully threaded self- tapping dry wall screws. Board is fixed to the W profile with 25 mm countersunk ribbed head screws @ 200mm C/C., all complete as per the drawing and directions of engineer-in-charge the joints of the boards are finished with specially formulated jointing compound and 48mm wide jointing tape to provide seamless finish. 9.142.1 10 mm thick tapered edge calcium silicate board made with calcareous and siliceous materials reinforced with cellulose fibre manufactured through autoclaving process to give stable crystalline structure, with compressive strength 225 kg/sq.cm, Bending strength 100 kg/sq.cm. 9.142.2 12 mm thick Gypsum board conforming to IS: 2095 Part-I. 9.142.3 8 mm thick non-asbestost multipurpose termite, fire & moisure resistance cement bonded particle board as per IS: 14276 with suitable cement bonded board screw. 9.142.4 8mm Both side Factory Prelamianted cement bonded particle board as per IS: 15786. 9.142.5 9mm thick non asbestos,heavy duty fibre cement board reinforced with cellulose fibre manufactured through autoclaving process(High pressure steam cured) Type A,Category 4, conforming to IS 14862. 346 9.143 Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6mm hollow MS tube, placed along the walls, ceiling and floor in a grid pattern with spacing @ 60 cm centre to centre both ways (vertically and horizontally ) including making provision for opening for doors, windows, electrical conduits, switch boards etc., including providing with two coats of approved steel primer etc. complete, all as per direction of Engineer- in-charge. 347 9.144 Providing and fixing panelling or paneling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebated to be measured). Panelling for panelled and glazed shutters 25mm to 40mm thick: Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board 12 mm thick confirming to IS:14587 348 9.145 Providing and fixing Pre -laminated medium density fibre board exterior grade (Grade-I) IS: 14587:1998 marked, to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately). 9.145.1 Board 12 mm thick 9.145.2 Board 18 mm thick 349 9.146 Providing and fixing Pre-laminated medium density fibre board IS: 14587:1998 marked, with one side decorative lamination other side balancing lamination Grade-I(exterior grade) in shelves with screws and fittings wherever required, edges to be sealed with PVC edge bending tape 2.00 mm thick of approved brand (fittings to be paid separately). 9.146.1 18 mm thick 9.146.2 25 mm thick 350 9.147 Providing and Installation of acoustical wall panelling fabric finish hardened square edge, FR grade fabric (colour as approved by Egnineer in charge) wrapped soft fibre core (glass fibre) panel having metal framing, of size 600x2100x25mm having density 100-120Kgs/ m3, weight 3.0kg/m2 NRC up to 0.9 installed by using impaling clip. Impaling clips are attached directly to the wall/frame work with the points extending outward. Then panels shall positioned and pressed into place. 351 9.148 Providing and installation of acoustical wall panelling wood finish Slats made out of HDF board , Melamine / veneer laminated finish, perforated wooden grooved slats (2mm grooves @ 8mm centers) / (2mm Slats @16mm pitch) / (2mm grooves @ 32mm centers) / (2mm grooves @ 64mm centers), Aluminium core cross channel having thickness 0.5mm, length 2400mm, web 15mm and 27mm, depth 18mm and flanges of 7mm with suitable edge and centre brackets is then fixed perpendicular to the cross channel with the help of fasteners at every 400mm centers. Contractor to Provide expansion joints of 3mm at every 5mts bothways. 352 9.149 Providing and installation of paintble acoustic wall panelling consisting of strand kerfed edge paint finished as approved by Engineer in charge. magnesite bonded wood fiber panels of size 600x2400x20mm having density 400kg/m3, weight 8- 20kg/m2 which is fixed to GI strut system. fastened to wall positioned horizontally in a regular manner at 600mm centers. PVC Vinyl core UV treated H-Spline having thickness 2mm and length 2400mm to be fixed perpendicular to the Cross channel at 600mm centers. The Kerfed edge panels shall be then inserted into the H-spline against wall to perfect fit. 9.149.1 Wt. 8.20 kg/m2 9.149.2 Wt. 4.2 kg/m2 353 9.150 Providing and fixing plain lining with necessary screws/nuts and bolts/ nails including a coat of approved primer on one face and fixed on wooden /steel frame work complete as per direction of Engineer-incharge. (Frame work shall be paid forseparately) 9.150.1 12mm thick commercial ply conforming to IS: 1328 BWR type. 9.150.2 18mm thick commercial ply conforming to IS: 1328 BWR type. 354 9.151 Providing and Installation of acoustic wall panelling consisting of Soak Coard of selected colours as approved by Engineer in charge. Kerf edge Fabric wrapped wood fiber panels of size 600x2400x20mm having density 400Kgs/m3, weight 4- 20kg/m2 installed by using GI strut system. PVC Vinyl core UV treated H-Spline having thickness 2mm and length 2400mm to be fixed perpendicular to the Cross channels at 600mm centers. Kerfed edge Fabric wrapped panels shall be then inserted into the H-spline against wall to perfect fit. 355 9.152 Providing and Installation of acoustic wall panelling consisting of Soak Cord of selected colours as approved by Engineer in charge, square edge Fabric wrapped wood fiber panels of size 600x1200x10mm having density 400Kgs/m3, weight 4- 20kg/m2 installed by using GI struts,Z bars. GI Z bars having 40mm height, thickness 1.2mm is first fixed behind the panels by identifying resin spots by using suitable fasteners.Clean exposed surfaces of wall and ensure walls are in plumb line before installing on wall (provide necessary packing shims if required). Soak cord square edge panels shall be slided into the Z bars fixed on wall. 356 9.153 Providing and installation of acoustic wall panelling consisting of Stretch NRC by using FR Grade NRC fabric of size 1700mm width, shall be stretched by using wooden base 10mm thick, rigid vinyl Stretch Tracks half wrap/ full wrap 25mm and Midseam 300mm centers. The fabric is stuck on the Align Tape (by removing the protective cover) at the same time as being stretched and tucked into the Stretch tracks and secure into the locking jaws so that it will be smooth, free of wrinkles with the tucking tools. Note -minimum 50mm additional fabric is required for tucking hence maximum module width would be 1600mm. 357 9.154 Providing and Installation of wall panelling consisting of Square edge Magnesia core panels of size 1100x2400x8mmmm having density 1000kgs/m3, weight 8kg/m2 installed by using GI Strut system. The GI struct system includes Cross channel having thickness 0.45mm, length 3600mm, knurled web 40, depth 10mm and equal flanges of 15mm is fastened to wall positioned horizontally in a regular manner at 600mm c/c. The panels to be fixed on the cross channel with suitable fasteners. 358 9.155 Supplying and installation of magnesia block 66 mm thick drywall partition including Framework includes Floor/ Head GI channels having thickness 0.5mm, length 3600mm, equal flanges of 32mm and web of 50mm fixed to floor and ceiling with suitable fasteners at 300mm centers staggered. Second layer of magenesia oxide block 8mm thick should be fixed other side of the frame work similar fashion as the first layer. 3mm gap should be maintained between boards.3 mm gap shall be filled with jointing compound. Magnesia oxide block shall have following physical charecterstics. 9.155.1 Using 8mm thick magnesia block 9.155.2 Using10mm thick magnesia block 9.155.3 Using12mm thick magnesia block 9.155.4 Using12mm thick magnesia block 359 9.156 Add extra for providing and fixing Thermal insulation by providing 50mm thick synth PF having dencity 1000 GSM within the cavity held in position by using chicken wire mesh/ cross bracing/ pasting to the wall. 360 9.157 Providing and laying Gypsum panel partitions 100mm thick with water proof Gypsum panels of size 666x500x100mm, made of calcite phosphor Gypsum fixed with tongue and groove, jointed with bonding plaster as per manufacturers specifications in superstructure above plinth level up to floor II level. Gypsum blocks will have a minimum compressive strength of 9.3 kg/cm2. 361 9.158 Providing and fixing factory made UPVC door frame made of UPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frame reinforced by galvanized M.S. tube of size 19 X 19mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-in-charge: 9.158.1 Extruded section Profile size 48x40 mm. 9.158.2 Extruded section Profile size 42x50 mm. 362 9.159 Providing and fixing Panelled UPVC door shutter to existing door frames. 24 mm thick factory made UPVC door shutters made of styles and rails of a UPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturers specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). 363 9.160 Providing and fixing UPVC panelled door shutter UPVC 30 mm thick factory made PVC or UPVC door shutter made of styles and rails of a UPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturers specification and direction of Engineer-in-charge. 364 9.161 Providing and fixing 25mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762mmx25mm or less as per requirement with an average wall thickness of 1mm (± 0.3mm). PVC foam end cap of size 23x10mm are provided on both vertical edges to ensure the overall thickness of 25mm. The Top and Bottom edges of the shutter are covered with an end-cap of the size 25mmx11mm. Door shutter shall be reinforced with special polymeric reinforcements as per required specification and direction of Engineer-in- charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places. 365 9.162 Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow section of size 100mmx37mm with wall thickness 2mm (±0.2mm), with inbuilt bead on one side, styles and rails mitered cut and joint at the corners by means of 2 nos. of plastic brackets of size 100mmx37mm, wall thickness 2mm (+0.2mm) will be fixed to the vertical styles. Providing with PVC snapfit beads and panel of size 100mmx20 mm, and inserting 2 nos. tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturers specification and direction of Engineer-in-charge. 366 9.163 Providing and Fixing, factory made, PVC door frame made of PVC extruded sections of size 75mmx53 mm, having wall thickness 2.0mm (±0.2mm). Both verticals sides of the frame reinforced with PVC profile of cross section size 28mm x 30mm x2mm thickness (± 0.2 mm) and 75mmx200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut jointed and fusion welded together, including providing and fixing 3 nos. of 125mm long stainless steel hinges to frame, fixing the frame with jamb with required nos. and sizes of anchor dash fastener, all complete as per manufacturers specification and direction of engineer-in-charge. 367 9.164 Providing and fixing 37 mm thick factory made PVC Door shutter, styles and rails made of PVC hollow extruded printed and laminated section having overall dimension 115mm x 37mm with wall thickness , panels of 100 x 20 mm printed and laminated and inserting 2 nos. 6 mm dia. bright steel rod horizontally with both side threaded and tightened with check nuts and washers complete, all as per manufacturers specification and direction of Engineer-in-Charge. 368 9.165 Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size, complete as per manufacturers specification and direction of Engineer-in- Charge. 369 9.166 Providing and fixing factory made 30 mm thick PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top and bottom rails. M.S. frame shall have a coat of steel primers and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the C Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge. Manufacturer’s specification and drawing. 9.166.1 Plain PVC door shutters. 9.166.2 Pre laminated PVC door shutters. 370 9.167 Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width and 32 mm thickness, frame will be mitred and Jointed with self driven self tapping screws of size 38 mm x 4 mm and PVC solvent cement, including fixing the frame to wall with suitable dia and length anchor fastener as per manufacturer’s specification and direction of Engineer-in-charge. 371 9.168 Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles and rails shall be of size 75 mmx30 mm having wall thickness 5 mm. The styles, top and bottom rails shall have one side wall thickness of 15 mm integrally extruded in the middle of the lock rail and fixed with styles with the help of PVC solvent cement and self driven self tapping screws of size 100 mmx8 mm complete as per manufacturers specifications and direction of Engineer-in-charge: 9.168.1 Non decorative finish. 9.168.2 Decorative finish (both side wood grained finish). 372 9.169 Providing and fixing factory made single extruded WPC(Wood Polymer Composite) solid door/window/ceosetory windows and other frames/chowkhat comprising of virgin polymer of K value 58-60 of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S. hold fast/lugs/S.S.dash fasteners of required dia and length complete as per direction of Engineer-in-Charge. (M.S. hold fast/lugs or S.S. dash fasteners shall be paid separately) 9.169.1 Single rebate (75 mm X 50 mm) 9.169.2 Single rebate (100 mm X50 mm) 9.169.3 Single or double rebate (125 mm X 65 mm) 373 9.170 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice .husk/wheat husk) and non toxic additives property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-InCharge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) 9.170.1 24 mm thick WPC (Wood polymer composite) solid plain flush door shutter 9.170.2 28 mm thick WPC (Wood polymer composite) solid plain flush door shutter 9.170.3 30 mm thick WPC (Wood polymer composite) solid plain flush door shutter 9.170.4 35 mm thick WPC (Wood polymer composite) solid plain flush door shutter 374 9.171 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-InCharge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately). 9.171.1 30 mm thick WPC (Wood Polymer Composite) solid decorative type flush door shutter 9.171.2 35 mm thick WPC (Wood Polymer Composite) solid decorative type flush door shutter 375 9.172 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid board one side white colour and other side of board laminated with PVC foil of minimum 14 micron thickness of approved design pasted with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel piano hinges/soft close clip on concealed hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In-Charge. (Note: stainless steel piano hinges/soft close clip on concealed hinges and necessary S.S screws shall be paid separately) 9.172.1 18 mm thick 9.172.2 25 mm thick 376 9.173 Providing and fixing factory made single extruded WPC (Wood polymer composite solid plain white color board for backing of cupboards and bathrooms/ kitchen cabinets etc. of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel screws etc. all as per direction of Engineer-in-Charge. (Note: stainless steel screws shall be paid separately) 9.173.1 6 mm thick 9.173.2 12 mm thick 377 9.174 Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali CNC (Computer numeric control) routed of approved design by Engineer-in -charge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin polymer of K value 58-60 of approved steel primer, placed at grid made at 1.0 x 1.0 m or as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In-Charge. (Note: M.S (mild steel) framework with priming coat and necessary SS fasteners and SS screws shall be paid separately. 378 9.175 Providing and fixing PVC Door Frame of size 50x47mm with a wall thickness of 5 mm (±0.2 mm) made out of single piece extruded PVC profile, with mitred cut joints and joint with 2nos of PVC bracket of size 40x20mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8x100mm long anchor fasteners complete, all as per manufacturer’s specification and direction of Engineer -in- charge. 379 9.176 35 mm thick factory made Solid panel PVC Door shutter made out of single piece extruded soild PVC profiles, 5mm (±0.2mm) thick, having styles and rails (except lock rail) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm solid core in middle of rail section integrally extruded, fixing the styles and rails with the help of solvent and self driven self tapping screws of 125 mm x11 mm, including providing 5mm Single piece solid PVC extruded sheet inserted in the door as panel, all complete as per manufacturers specification and direction of Engineer-in- charge. 9.176.1 Non decorative finish (matt finish). 9.176.2 Decorative finish (wood grained finish). 380 9.177 Providing and fixing PVC rigid foam sheet 1mm thick on existing door shutters (bathroom and W.C. doors) using synthetic rubber based adhesive. 381 9.178 Providing and fixing Fibre Glass Reinforced plastic (FRP) Door Frames of cross-section 90mm x 45mm having single rebate of 32mmx15mm to receive shutter of 30mm thickness .The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat .Doorframe laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fibreglass from all sides. MS stat shall be provided 382 9.179 Providing and fixing to existing door frames. 30 mm thick glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5mm thick FRP laminate for panels conforming to IS: 14856 including fixing to frames. 383 9.180 Providing and fixing door frame FRP 30mm thick fiberglass reinforced Plastic (F.R.P.) flush door shutter in different plain and wood inish made with fire retardant grade unsaturated polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. 384 9.181 Providing and fixing factory made Fibreglass Reinforced plastics (F.R.P.) chajja 4mm thick of required colour, size and design made by Resin Transfer Moulding (RTM) FRP Chajja should be manufactured using unsaturated Polyester resin as per IS: 6746 duly reinforced with fibre glass chopped strand mat (CSM) as per IS: 11551 complete with protective Gel coat U/V coating on Top for complete resistance from the extreme of temperature, weather and sunlight. 385 9.182 Providing and fixing fire resistant door frame of section 143x57 mm having built in rebate made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/sqm) duly filled with vermuculite based of size 10x4 mm (minimum) alround the frame and fixing with dash fastener of approved size and make, including applying a coat of approved brand fire resistant primer etc. complete as per direction of Engineer-in- charge (Dash fastener to be paid for separately). 386 9.183 Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes fire rating conforming to IS:3614 (Part-II) tested and certified as per laboratory approved by Engineer-in-charge with suitable mounting on door frame, consisting of vertical styles, lock rail, top rail 100mm wide, bottom rail 200mm wide, made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/m2) duly filled FR insulation material and fixing with necessary stainless steel ball bearing hinges of approved make, including applying a coat of approved fire resistant primer etc. all complete as per direction of Engineer-in-charge (panneling to be paid for separately). 387 9.184 Providing and fixing glazing in fire resistant door shutters, fixed panels, ventilators and partitions etc., with G.I. beading of appropriate size made out of 20 SWG G.I.sheet (zinc coating not less than 120 gm/m2), fire resistant sealant, including applying a coat of approved fire resistant primer on G.I. beading etc. complete all as per direction of Engineer- in-charge. With clear fire resistant glass panes 6mm thick of approved brand, having minimum 60 minutes fire resistance. 388 9.185 Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch and Lock on back side of the Panic Latch of reputed brand and manufacture to be approved by the Engineer- in- charge, all complete. 389 9.186 Providing and Fixing factory made UPVC door frame made of UPVC exturded sections, of size 65 mmx55 mm with wall thickness 2.0 mm (±0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mmx30 mm having wall thickness 2 mm (±0.2mm), including providing and fixing 3 nos. of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number and size of anchor dash fastners, all complete as per manufacturers specification and direction of Engineer-in-charge. 390 9.187 Providing and Fixing, UPVC factory made, white colour casement/sliding window and door made of extruded profiles. Profiles of frames and sash will be mitered cut and fusion welded at all corners including drilling of holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware, EPDM gasket, 1.2 ± 0.2mm thick galvanised steel profile to be inserted in required profile, frame will be fixed to the wall with 8 mmx100 mm long fasteners, all complete as per direction of Engineer-in-charge. (Glazing, hardware hinges and fitting etc. to be paid separately.) 9.187.1 Casement Window (Outward/Inward opening) with hinge System. 9.187.1.1 Frame (50 mm x 50mm) 9.187.1.2 Sash (Style and Rail) (62 mm x 34 mm) 9.187.1.3 Mullion (intermediate Section) (66mm x 50 mm) 9.187.1.4 ‘T Profile (one vertical length in between two shutters) (24mm x 34.5mm) 9.187.1.5 Glazing bead (12mm x 18mm) 9.187.2 Casement Window (With friction hinge and outward opening) 9.187.2.1 Casement Frame (67mm x 62mm) 9.187.2.2 Casement Window Sash/Mullion (67mm x75mm) (style, rail and intermediate section) 9.187.2.3 Casement Glazing bead (35mm x 18 mm) 9.187.3 Sliding Window (Two Track, 2/4 Shutters) 9.187.3.1 Two Track Sliding Frame (67mm x 52mm) 9.187.3.2 Sliding window Sash (60mm x 44mm) 9.187.3.3 Sliding Interlock for Window (one vertical length in each shutter)(45.5 mm x 28 mm) 9.187.3.4 Sliding Glazing bead (35 mm x 18 mm) 9.187.4 Sliding Door (Two Track, 2/4 Shutters) 9.187.4.1 Two Track Sliding Frame (67mm x 52mm) 9.187.4.2 Sliding Door Sash (80mm x 44mm) 9.187.4.3 Sliding Interlock for Door (one vertical length in each shutter) (45.5 mm x 28 mm) 9.187.4.4 Sliding Glazing bead (35 mm x 18 mm) 391 9.188 Providing and fixing stainless steel (SS- 304 grade) friction hinges to the side/ top hung UPVC windows, of approved quality with necessary stainless steel screws etc. as per direction of Engineer-in-charge. 9.188.1 200 x 19 x 1.9 mm 9.188.2 250 x 19 x 1.9 mm 9.188.3 300 x 19 x 1.9 mm 9.188.4 350 x 19 x 1.9 mm 9.188.5 400 x 19 x 1.9 mm 392 9.189 Providing and fixing casement handle made of zinc alloyed (white powder coated) for UPVC casement window with necessary screws etc. complete. 393 9.190 Providing and fixing zinc alloyed (white powder coated) touch lock for UPVC sliding window with necessary screws etc. complete. 394 9.191 Providing and fixing steel roller for UPVC sliding window with necessary screws etc. complete. 395 9.192 Providing and fixing steel roller for UPVC sliding door with necessary screws etc. complete. 396 9.193 Providing and fixing steel (white powder coated) crescent lock for UPVC sliding window/ door with necessary screws etc. complete. 397 9.194 Providing and fixing factory made UPVC white colour casement/casement cum fixed glazed windows comprising of UPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) Note: For UPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.194.1 Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glass pane glazing bead of appropriate dimension. (Area of window upto 0.75 sqm.) 9.194.2 Casement window double panels with S.S. friction hinges (300 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window above 0.75 sqm upto 1.50 sqm). 9.194.3 Casement window double panels with top fixed with S.S. friction hinges (350 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 2.50 sqm). 9.194.4 Casement window single panel with S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 60 mm & sash 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 0.75 sqm.) 9.194.5 Casement window duble panel with S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 60 mm & sash 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.50 sqm.) 9.194.6 Casement cum fixed panel window having both and single casement panel, middle fixed panels and at top completely fixed ventilator with S.S. friction hinges (350 x 19 x 1.9 mm) made of (big series) frame 67 x 60 mm & sash 67 x 80 mm & mullion 67 x 80 all having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 3.00 sqm. Upto 5.00 sqm.) 398 9.195 Providing and fixing factory made UPVC white colour fixed glazed windows/ ventilators comprising of UPVC multi- chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to UPVC profile), UPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic capsof approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.195.1 Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) 399 9.196 Providing and fixing made UPVC white colour casement/ casement cum fixed glazed door comprising of UPVC multi- chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length of approved quality, all complete as per approved drawing & direction of Engineer- in-Charge. (Single / double glass panes and silicon sealent shall be paid separately). Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.196.1 Casement door with 3D hinges made of (big series) frame 67 x 64 mm & sash 67 x 110 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door upto 2.00 sqm). 9.196.2 Casement door with top hung ventilator with 3D and S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all having wall thickness of 2.3 ±. 0.2 mm and single glazing bead /double glazing bead of appropriate dimension. (Area of door upto 2.50 sqm). 400 9.197 Providing and fixing factory made UPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of UPVC multi-chambered frame with in- built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately) Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.197.1 Two track two panels sliding window made of frame 52 x 44 mm &sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm) 9.197.2 Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). 9.197.3 Two track two panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension (Area of window above 1.75 sqm upto 2.50 sqm). 9.197.4 Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/double glazing bead of appropriate dimension. (Area of window above 1.75 sqm). 9.197.5 Three track three panels sliding window made of frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ±0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm) 401 9.198 Providing and fixing factory made UPVC white colour sliding glazed window above 1.50 m in height dimension comprising of UPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Note: - For UPVC frame, sash and mullion extruede profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.198.1 Two track two panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 2.50 sqm upto 4.00 sqm). 9.198.2 Two track four panels sliding window made of frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 4.00 sqm upto 8.00 sqm). 402 9.199 Providing and fixing factory made UPVC white colour sliding glazed door comprising of UPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section madAfter fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer- in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately).Note: - For UPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. 9.199.1 Two track two panels sliding door made of frame 67 x 50 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto 10.00 sqm). 9.199.2 Two track four panels sliding door made of frame 67 x 50 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 8.00 sqm upto10.00 sqm). 9.199.3 Three track three panels sliding door made of frame 116 x 45 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/ double glazing bead of appropriate dimension. (Area of door above 5.00 sqm) 9.199.4 Three track three panels sliding door with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 116 x 45 mm & sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto 5.00 sqm) 403 9.200 Providing and fixing 30mm thick factory made solid panel prelaminated PVC internal door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 40mm x 20mm for styles top, lock and bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture PVC beading as gap insert below top and bottom rail joined together using solvent cement adhesive. An additional 5mm thick Prelaminated PVC strip of 20mm width is to be stuck on the interior side of the ‘C’ channel using PVC solvent cement adhesive etc. complete as per direction of Engineer-in- charge. Manufacturer’s specification and drawing. 30 mm thick pre laminated PVC door shutters. 404 9.201 Providing and fixing factory made integral PVC flush door shutter made from rigid PVC foam sheet (Single Extruded) with density not less than 600 kg/cum, conforming to IS: 2380 part 14 for screw holding strength with Celluka finish surfaces on both sides at the manufacturing process itself, manufactured by an ISO : 9001 -2000 certified company. 9.201.1 24 to 25 mm thick plain solid PVC flush door shutter 9.201.2 28 to 30 mm thick plain solid PVC flush door shutter 405 9.202 Providing and fixing factory made pre laminated solid PVC flush door shutters 28 to 30 mm thick made from co-extruded three layer rigid PVC foam sheet with density not less than 600 kg/cum, conforming to IS: 2380 part 14, for screw holding strength and outer layers laminated on both sides by laminated sheet with density not less than 1400 kg/cum, lamination shall be at the manufacturing process itself and manufactured by an ISO: 9001-2000 certified company. 9.202.1 1mm thick laminated sheet 9.202.2 0.12 mm thick laminated sheet 406 9.203 Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202(Part-I) laminated type, core of block board construction with kiln seasoned and chemically treated 2nd class hard wood battens with well matched 3mm thick commercial 3ply veneering consisting of vertical grains, cross bands withing frame of door/cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS: 2202. The rate shall be inclusive of all material and labour complete and as per specification and dirction of Engineer-in-Charge. 9.203.1 35mm thick including 4 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws. 9.203.2 35mm thick including 3 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws. 9.203.3 25mm thick (for cupboard) including 3 nos. 75mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. 407 9.204 Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202(Part-I) non decorative type, core of block board construction with kiln seasoned and chemically treated 2nd class hard wood battens (strips) and frame of kiln seasoned and chemically treated, finger jointed cross bands including all material and labour complete as per specification and direction of engineer-in- charge. Spacing of finger joints in wood as above shall not be less than 50cm. Each shutter shall be factory made to the exact opening size within frame of doors/cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and confirmity with IS:2202. 9.204.1 35mm thick including 4 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary. 9.204.2 30mm thick including 3 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws. 9.204.3 25mm thick including 3 nos. 100mm long, ISI marked heavy weight (2.5mm thick) Stainless steel butt hinges with necessary screws. 408 9.205 Deduct for not providing 2nd class teak wood batten lipping in factory made shutters i.e. item no 9.203 and 9.204. 409 9.206 Providing & fixing acrylic solid surface in thickness 4/6/12 mm of approved colour made out of non-porous surfacing material homogeneously composed of ± 1/3 acrylic resin (also known as PolyMethyl Methacrylate -PMMA), and ± 2/3 NO extra shall be paid for joint adhesive, silicon or related accessories and for transportation. Item should cover 5 years, commercial warranty of product as per FCWS norms. The product should be UV protected for exterior applications & LGA hyginene tested anti bacterial for health care application areas. Area of application are Table Tops, Exterior facade cladding, health care areas like modular operation theater hospital scrubs, wash basins, partition & paneling, laboratory commercial show room, hotels, office & residential areas. 9.206.1 Acrylic Solid Surface sheet – Glacier white designer white 9.206.1.1 6 mm thick sheet 9.206.1.2 12 mm thick sheet 9.206.2 Acrylic Solid Surface sheet - Any Solid colours/Hospital use Medi Blue 9.206.2.1 6 mm thick sheet 9.206.2.2 12 mm thick sheet 9.206.3 Acrylic Solid Surface sheet - Any other 9.206.3.1 6 mm thick sheet 9.206.3.2 12 mm thick sheet 410 9.207 Providing and fixing of 8 mm thick non asbestos multipurpose board reinforced with cellulose fibers for wall cladding will consist of following operations:1. Fixing of a layer of 6mm Moisture/fire Resistance Heavy Duty fibre cement Boards over above mentioned 6 mm heavy duty fibre cement board with the help of 25mm self drilling, self tapping Fibre Cement screws @ 300mm c/c. All external corners are to be protected with the use of suitable corner profile of GI or PVC. All above operation is to be done in order and as directed by Engineer-in-Charge.(frame work to be paid separately). 411 9.208 Providing and fixing IS marked factory made veneer High Density Fibre (HDF) flush door shutters conformity to IS: 15380(2003), eco-friendly, termite resistant, borer free, anti warping phenol formaldehyde (PF), decorative designe moulded or rate shall be inclusive of all material and labour complete as per specifications and direction of engineer-in-charge. Material supply company’ gujcon, century, green shall be registered by Bureau of Indian Standards, Member of Indian Green Building Council, ISO 9001, ISO 14001 (Environment management system), National small industries corporation(NSIC), SME Rating Agency of Indian Ltd.(SMERA), Dun and Bradstreet (D&B). 9.208.1 35 mm thick including 4 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 9.208.2 30 mm thick including 3 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 9.208.3 25 mm thick ISI marked heavy weight nickel plated bright finished M.S. piano hinges with screws. 412 9.209 Providing and fixing IS marked factory made veneer High Density Fibre (HDF) flush door shutters conformity to IS:15380(2003), eco-friendly, termite resistant borer free, anti warping phenol formaldehyde (PF), non decorative designe moulded and labor complete as per specifications and direction of engineer-in- charge. Material supply company shall be registered by Bureau of Indian Standards, Member of Indian Green Building Council, ISO 9001, ISO 14001 (Environment management system), National small industries corporation(NSIC), SME Rating Agency of Indian Ltd.(SMERA), Dun and Bradstreet (D&B). 9.209.1 35 mm thick including 4 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 9.209.2 30 mm thick including 3 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws 9.209.3 25 mm thick ISI marked heavy weight nickel plated bright finished M.S. piano hinges with screws. 413 9.210 Providing and fixing IS marked factory made High Density Fibre (HDF) flush door shutters conformity to IS:15380(2003), eco-friendly, termite resistant borer free, anti warping phenol formaldehyde (PF), 2 and 4 Panel designe moulded or plain construction with particle board shall be inclusive of all material and labour complete as per specifications and direction of engineer-in-charge. Material supply company shall be registered by Bureau of Indian Standards, Member of Indian Green Building Council, ISO 9001, ISO 14001 (Environment management system), National small industries corporation(NSIC), SME Rating Agency of Indian Ltd.(SMERA), Dun and Bradstreet (D&B). 9.210.1 35 mm thick including 4 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 9.210.2 30 mm thick including 3 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 414 9.211 HDF decorative prelaminated pine wood panel door with glass / wiremash:- Providing and fixing IS marked factory made veneer High Density Fibre (HDF) flush door shutters conformity to IS:15380(2003), eco-friendly, termite resistant borer free, anti warping phenol formaldehyde (PF), The rate shall be inclusive of all material and labour complete as per specifications and direction of engineer-in-charge. Material supply company shall be registered by Bureau of Indian Standards, Member of Indian Green Building Council, ISO 9001, ISO 14001 (Environment management system), National small industries corporation(NSIC), SME Rating Agency of Indian Ltd.(SMERA), Dun and Bradstreet (D&B). 9.211.1 35 mm thick including 4 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 9.211.2 30 mm thick including 3 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 415 9.212 Providing and fixing IS marked factory made veneer High Density Fibre (HDF) flush door shutters conformity to IS:15380(2003), eco-friendly, termite resistant borer free, anti warping phenol formaldehyde (PF), . The rate shall be inclusive of all material and labour complete as per specifications and direction of engineer-in-charge. Material supply company shall be registered by Bureau of Indian Standards, Member of Indian Green Building Council, ISO 9001, ISO 14001 (Environment management system), National small industries corporation(NSIC), SME Rating Agency of Indian Ltd.(SMERA), Dun and Bradstreet (D&B). 9.212.1 35 mm thick including 4 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 9.212.2 32 mm thick including 3 nos 100 mm long ISI marked heavy weight (2.5 mm thick) Stainless Steel butt hinges with necessary screws. 9.212.3 25 mm thick ISI marked heavy weight nickel plated bright finished M.S. Piano hinges with screws. 416 9.213 Non Decorative Pine Wood Flush Door:- Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202 (Part I) non decorative type, core of block board construction with kiln seasoned and chemically treated 1st class pine wood battens (strips) and chemically treated, finger jointed all material and labour complete as per specification and direction of engineer- in-charge. Spacing of finger joints in wood as above shall not be less than 50 cm. Each shutter shall be factory made to the exact opening size within frame of doors/ cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS:2202 9.213.1 35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.213.2 30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.213.3 25mm thick (for cupboard) including 3 nos. 75 mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. 417 9.214 Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202 (Part I) laminated type, core of block board construction with kiln seasoned and chemically treated 1st class pine wood battens (strips) and frame of kiln seasoned sheet shall be as per IS: 2046 type S of approved quality. Each shutter shall be factory made to the exact size (opening) within frame of doors/ cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS:2202. The rate shall be inclusive of all material and labour complete and as per specification and direction of engineer-in- charge. 9.214.1 35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.214.2 30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.214.3 25mm thick (for cupboard) including 3 nos. 75 mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. 418 9.215 Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202 (Part I) laminated type, core of block board construction with kiln seasoned and chemically treated 1st class pine wood battens (strips) and frame of kiln seasoned within frame of doors/ cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS:2202. The rate shall be inclusive of all material and labour complete and as per specification and direction of engineer-in-charge. 9.215.1 35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.215.2 30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.215.3 25mm thick (for cupboard) including 3 nos. 75 mm long ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. 419 9.216 Providing and fixing ISI marked factory made flush door shutters conforming to IS: 2202 (Part I) veneer decorative type, core of block board construction with kiln seasoned and chemically treated 1st class pine wood battens (strips) s and commercial grade face veneers on both outer faces of shutters including kiln seasoned and chemically treated, finger jointed all material and labour complete as per specification and direction of engineer-in- charge. Spacing of finger joints in wood as above shall not be less than 50 cm. Each shutter shall be factory made to the exact opening size within frame of doors/ cupboards and shall be stamped by the manufacturer to display name of manufacturer, batch number of product and conformity with IS:2202. 9.216.1 35 mm thick including 4 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.216.2 30 mm thick including 3 nos. 100 mm long, ISI marked heavy weight (2.5mm thick) Stainless Steel butt hinges with necessary screws. 9.216.3 25mm thick (for cupboard) including 3 nos. 75 mm long, ISI marked heavy weight (2.5mm thick) nickel plated bright finished M.S. piano hinges with necessary screws. 420 9.217 Providing and fixing factory made solid Foam uPVC profile for kitchen cabinet frame (45 x 20 mm) of approved shade, quality and make. The profile shall be laminated on both sides,made from rigid foam sheets (Single extruded) having density 600 Kg/cum and the exposed edges sealed with PVC edge beading of same shade and colour. The frame shall be fire retardent with necessary screw holding capacity. Frame shall be fixed to wall using Expendable Fastne with necesary stainless steel screws, all complete as per direction of Engineer-in-charge. 421 9.218 Providing and fixing factory made Kitchen Cabinet Shutter/Partition 20 mm nominal thickness of approved shade, quality and make, made from rigid foam sheets (Single extruded) having density 600 Kg/cum and laminated on both side by laminate Sheet/PVC foil lamination. The exposed edges shall be sealed with PVC edge beading of same shade and colour. The shutter shall be fire retardent having necessary screw holding capacity.Shutter shall be fixed to frame using approved hinges with necessary stainless steel screws, all complete as per direction of Engineer-in-charge. 422 10.1 Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 423 10.2 Structural steel work using M.S. flats, angles, channels I-section, H-section etc. riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 424 10.3 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia steel pulleys complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. Rate includes recess cutting in floor and making good the same wherever required. 425 10.4 Providing and fixing 1mm thick M.S. sheet sliding-shutters with frame and diagonal braces of 40x40x6mm angle iron, 3mm M.S.gusset plates at the junction and corners 25mm dia pulley,40x40x6mm angle and T-iron guide at the top and bottom respectively including applying a priming coat of approved steel primer. 426 10.5 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x5mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 10.5.1 Using M.S. angels 40x40x6mm for diagonal braces 10.5.2 Using flats 30x6mm for diagonal braces and central cross piece. 427 10.6 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to I.S. 4454- part-1 and M.S. top cover of required thickness for rolling shutters. 10.6.1 80x1.25mm M.S. laths with 1.25 mm thick top cover. 10.6.2 80x1.20 mm M.S. laths with 1.20 mm thick top cover. 10.6.3 80x0.90 mm M.S. laths with 0.90 mm thick top cover. 428 10.7 Extra for providing suitable mechanical device chain and crank operation for operating rolling shutters. 10.7.1 Exceeding 10.00 sqm and upto 16.80 sqm in the area. 10.7.2 Exceeding 16.80 sqm in area. 429 10.8 Extra for providing grilled rolling shutters manufactured out of 8 mm dia. M.S. bar instead of laths as per design approved by Engineer-in-Charge. (Area of grill to be measured). 430 10.9 Providing and fixing ball bearing for rolling shutters. 431 10.10 Providing and fixing factory made ISI marked glazed steel doors, windows and ventilators side /top /centre hung with beading and Z-section all members such as F7D, F4B, K11 B and K12 B and other tubular section member etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design (sectional weight of only steel members shall be measured for payment). 10.10.1 Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of Cement Concrete 1:3:6 (1 Cement : 3 sand : 6 graded stone aggregate 20 mm nominal size). 10.10.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 10.10.3 Extra for providing and fixing steel beading of size 10x10x1.6mm (box type) approved shape and section with screws instead of glazing clips and metal sash putty in steel doors, windows, ventilators and composite units. 432 10.11 Providing and fixing L-iron or T-iron frames for doors, windows and ventilators of mild steel L-section or T-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 10.11.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 433 10.12 Providing and fixing pressed steel door frames made of 1.6 mm thick steel profile conforming to IS: 4351 manufactured from commercial mild steel sheet including hinges, jamb, lock jamb, M.S. pressed butt hinges, with mortar guards, lock strike-plate and shock absorbers as specified filling the frame with Cement Concrete 1:3:6 at site before fixing (cost of concrete to be paid separately) fixing with adjustable lugs (200 mm long & 1.0 mm thick) and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in- charge: 10.12.1 Profile B of 1.60mm thick single rebate of size 80mmx50mm 10.12.1.1 Fixing with adjustable lugs with split end tail to each jamb. 10.12.1.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 10.12.2 Profile C of 1.60mm thick single rebate of size 100mmx50mm 10.12.2.1 Fixing with adjustable lugs with split end tail to each jamb. 10.12.2.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 10.12.3 Profile E of 1.60mm thick double rebate of size 115mmx50mm 10.12.3.1 Fixing with adjustable lugs with split end tail to each jamb. 10.12.3.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 10.12.4 Profile B of 1.25mm thick single rebate of size 80mmx50mm 10.12.4.1 Fixing with adjustable lugs with split end tail to each jamb. 10.12.4.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 10.12.5 Profile C of 1.25mm thick single rebate of size 100mmx50mm 10.12.5.1 Fixing with adjustable lugs with split end tail to each jamb. 10.12.5.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 10.12.6 Profile E of 1.25mm thick double rebate of size 115mmx50mm 10.12.6.1 Fixing with adjustable lugs with split end tail to each jamb. 10.12.6.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 434 10.13 Providing and fixing M.S. Tubular frames and shutters or frames only or shutters only for doors, windows, ventilators and cupboard with any sections, made of 1.60 mm or 1.25 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size as per drawing, including fixing of necessary butt hinges, stays and screws and applying a priming coat of approved steel primer excluding cost of all fittings such as handles, tower bolts, sliding door bolts, latches etc. and panels. 10.13.1 Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of Cement Concrete 1:3:6 (1 Cement : 3 sand : 6 graded stone aggregate 20 mm nominal size). 10.13.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately). 435 10.14 Steel work in built up M.S. tubular section (round, square or rectangular hollow tubes etc.) trusses/frame work etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.14.1 Hot finished welded type tubes 10.14.2 Hot finished seamless type tubes 10.14.3 Electric resistance or induction butt welded tubes. 436 10.15 Design, supply, fabrication, taransportion and erection of structural steel/mild steel built-up sections for steel building in column, rafter, truss, floor joist, wind bracings, tie beam, foundation bolts, fasteners etc. Including two coats of Epoxy paint and one coat of primer. These structural steel/built-up sections shall be manufactured using advanced CNC Plasma/Oxy Acetylene cutter and H Beam Welding line. Welding shall be in full depth on both sides of the plate adopting relevant I.S Code. 437 10.16 Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop, all as per standard design complete. 438 10.17 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3mm dia. round headed screws, one lock at the corners. Clamp shall be made of 16mm dia M.S. bar bent to shape as per standard drawing. 439 10.18 Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. 440 10.19 Providing and fixing bolts including nuts and washers complete. 441 10.20 Providing and fixing M.S. rivets of sizes in position. 442 10.21 Welding by gas or electric plant including transportation of plant at site etc. complete. 443 10.22 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.22.1 In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. 10.22.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 444 10.23 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying a priming coat of approved steel primer. 10.23.1 M.S. tube. 10.23.2 E.R.W. tubes. 445 10.24 Providing and fixing carbon steel galvanised (minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame, concrete/ masonry, etc. as per direction of Engineer-in-charge. 10.24.1 10x60 mm 10.24.2 10x80 mm 10.24.3 10x120 mm 10.24.4 10x140 mm 10.24.5 10x160mm 446 10.25 Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc. including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete i/c fixing the railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge. (For payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) 447 10.26 Providing and fixing fly proof wire gauze to windows, clerestory windows and doors with M.S. Flat 15x3mm and nuts and bolts complete. 10.26.1 Galvanised M.S. Wire gauze with 0.63mm dia wire and 1.4 mm aperture on both sides 10.26.2 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. 448 10.27 Providing and fixing glass panes/ steel sheet/ fibre sheet with putty and glazing clips in steel doors, windows, clerestory windows all complete. 10.27.1 With 4.0 mm thick glass panes 10.27.2 With 5.50 mm thick glass panes 10.27.3 With 1mm thick mild steel sheet i/c 10x10x1.6mm box beading. 10.27.4 With 2mm thick fibre reinforced polymer (FRP) sheet i/c 10x10x1.6mm box beading. 10.27.5 With 1mm thick Galvanised steel sheet i/c 10x10x1.6mm box beading. 10.27.6 With 4mm thick cement fibre board conforming to IS 14862:2000 of category type A grade i/c 10x10x1.6mm box beading. 10.27.7 With 6mm thick cement fibre board conforming to IS 14862:2000 of category type A grade i/c 10x10x1.6mm box beading. 10.27.8 With 8mm thick cement fibre board conforming to IS 14862:2000 of category type A grade i/c 10x10x1.6mm box beading. 449 10.28 Add extra for providing and fixing froasted glass instead of float glass. 10.28.1 With 4.0 mm thick glass panes. 10.28.2 With 5.5 mm thick glass panes. 450 10.29 Supplying at site: 10.29.1 R.C.C. Standards post/ struts/rails/ poles of mix 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in-charge including fixing (cost of earth works in excavation, concrete works in foundation to be paid separately). 10.29.2 Angle iron post and strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. (cost of earth work in excavation and concrete work in foundation to be paid separately) 10.29.3 Supplying at site -Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming painting to be paid for separately). 451 10.30 Supplying and fixing turn buckles and straining bolts for barbed wire fencing. (Labour rate only). 452 10.31 Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) with GI barbed wire. 453 10.32 Fencing with barbed G.I. wire angle iron post placed fitted to at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately):- Payment to be made per metre cost of total length of barbed wire used. 454 10.33 Fixing Welded steel wire fabric fencing with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 (1cement :5 sand :10 graded stone aggregate 40mm nominal size) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, provided with welded steel wire fabric fixed between the posts fitted and fixed with G.I. staples on wooden plugs or tied to 6 mm bar nibs with G.I. binding wire (cost of posts, painting, earth work in excavation and cement concrete to be paid for separately). (Labour rate only). 455 10.34 Providing and fixing G.I. or PVC coated G.I.wire chain link fabric fencing of required width and mesh size including strengthening with 2mm dia wire or nuts, bolts and washers as required complete with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 (1cement :5 sand :10 graded stone aggregate 40mm nominal size) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, as per the direction of Engineer- in-charge. (Cost of post, painting earthwork & c.c. to be paid separately) 10.34.1 Made of G.I. wire. 10.34.2 Made of G.I. wire, PVC coated to achieve outer dia. not less than 5mm in required colour and shade. 456 10.35 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia. 3mm including strengthening with 2mm dia. wire or nuts, bolts and washers as required complete, with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 (1cement :5 sand : 10 graded stone aggregate 40mm nominal size) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, as per the direction of Engineer-in- Charge. (cost of post painting earth work & C.C. to be paid separately) 457 10.36 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron Y shaped placed 2.4m or 3.00m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately). 458 10.37 Providing and fixing of ISI marked insulated fire rated GI Sheet doors conforming to FD 120-PI classification of IS 3614:2021 with fire rating of 120 minutes integrity and 30 minutes insulation. The factory manufactured door frame and shutter assembly shall be made out of minimum 120 GSM coating as per IS: 277. Door and frame should be finished with powder coating in standard RAL shade finish having DFT of minimum 30 microns. The door should carry a minimum 500 Hrs of salt spray test. All accessories like hardware, vision panel, fire & smoke seal etc to be supplied by Fire door manufacturer only as per the guidelines laid down in IS 3614:2021.Every door must carry a label confirming to type of door & its fire rating. The Door frame shall be single rebate grooved profile of size minimum 125 mm x 75mm made out of 1.50mm minimum thick galvanized steel sheet. Frames shall be butt / mitered joint and field assembled with bolting system. Frames to have inbuilt grooved to accommodate Intumescent fire seal strip. Frames to have inbuilt grooved to accommodate Intumescent fire seal strip of size 10x4mm. All provisions should be mortised & provided with necessary inbuilt reinforcement to receive appropriate hardware. Frames should be provided with back plate bracket for anchor fastner with 8-10 mm dia and minimum 80 mm long HDG fasteners, with Polyamide sleeves (Payable in extra item) for installation of frame in finished plastered masonary wall opening. Note:- For grouting of Steel frames in masonary installations ;cement slurry of 1:3 ratio by civil contractor/fire rated PU foam or such fire rated material may be recommended except head member(Payable in extra item). Door leaf should be minimum 60mm thick fully flush double skin door. Door leaf must be manufactured from minimum 1.2mm thick galvanised steel sheet. The infill material shall be mineral wool of minimum density 96 kg/cum. All doors shall befactory prepped for receiving appropriate hardware and provided with necessary reinforcement for hinges, locks, and door closers. The edges should be interlocked with a bending radius of 1.4mm. For double leaf doors integrated astragals has to be provided on the meeting stile for both active and inactive leaf.The shutters shall be mounted to the frame with SS 304 grade ball bearing type hinges of size 100x 89x3 mm along with all suitable hardware (Payable in extra item).Vision lite size 185x285 (max area up to 0.06sqm) wherever applicable should be provided with single layered clear fire rated glass panes as per guidelines laid down under IS 3614 : 2021 vide clause no. 7.2.7 table no. 2 with a clip on arrangement. The glass will be provided with fire rated ceramic tape of min. 2 mm thickness with min. 15mm width al around on either face. Every Glass pane must carry a permanent marking of its glass manufacturer 459 10.38 Providing and fixing of factory make air tight casement windows made of roll formed galvanized pre-painted steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick or powder coated with pure polyester powder up to 50-60 microns Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. 10.38.1 Openable window 10.38.2 Fixed windows 460 10.39 Providing and fixing of factory make single rebate openable/fixed windows made of roll formed galvanized pre- pained steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick) heavy duty pivot hinges per shutter and window fitted without glazing including 10mm square bars welded to 6x12mm flat at a distance 150mm c/c (pitch) etc. Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in- charge complete. 10.39.1 Openable single rebate window 10.39.2 Fixed single rebate window 461 10.40 Providing and fixing of factory make double rebate windows made of roll formed galvanized pre-painted steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick or powder coated with pure polyester powder up to 50-60 microns thick, fitted using EPDM (Ethyl Propylene Diamine Monomer) gaskets including fixing windows in the concrete/masonry wall by means of self- expanding screws, including 10mm Square bars welded to 6x12mm flat at a distance 150mm c/c (pitch) etc. Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in- charge complete.. 10.40.1 Openable double rebate window 10.40.2 Fixed double rebate window 462 10.41 Providing and fixing of factory make fixed louvers fabricated from roll formed sections made of galvanized pre-painted steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick or powder coated with pure polyester powder up to 50-60 microns thick, colour coated/powder coated Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in- charge complete. (glazing shall be paid separately as per SOR rate) 463 10.42 Providing and fixing of factory make pre painted steel sliding window 2 track-2 panel sliding window fabricated from roll formed sections made of galvanized steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick or powder coated with pure polyester powder up to 50-60 microns The above frames should be fixed to the concrete/masonry walls by means of self-expanding screws. Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. 464 10.43 Providing and fixing pre painted steel sliding window 3 fabricated from Roll formed sections made of galvanized Steel with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with alkyd backer 5-7 microns thick or powder coated with pure polyester powder up to 50-60 microns The above frames should be fixed to the concrete/masonry walls by means of self-expanding screws. Including filling the gap upto 5 mm depth and 5 mm width in between steel frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. 465 11.1 40 mm thick Cement concrete flooring 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate) 20mm nominal size stone aggregate in panels finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.(Area of panel not to exceed 2.0 sqm) 466 11.2 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 467 11.3 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 468 11.4 Cement plaster skirting 18 mm thick (upto 30 cm height) with cement mortar 1:3 (1 cement: 3 sand) finished with a floating coat of neat cement. 469 11.5 Cement concrete pavement with Cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) including finishing complete. 470 11.6 Making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. 471 11.7 40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from 1mm to 4mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume including cement slurry etc. complete : (Area of panel not to exceed 2.0 sqm) 11.7.1 Dark shade pigment with ordinary cement. 11.7.2 Light shade pigment with white cement. 11.7.3 Medium shade pigment with 50% white cement and 50% ordinary cement. 11.7.4 White cement without any pigment. 11.7.5 Light shade pigment with ordinary cement. 11.7.6 Ordinary cement without any pigment. 472 11.8 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 31mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 9mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from 4mm to 7mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder : 7 marble chips) by volume including cement slurry etc. complete. (Area of panel not to exceed 2.0 sqm) 11.8.1 Dark shade pigment with Ordinary cement. 11.8.2 Light shade pigment with white cement. 11.8.3 Medium shade pigment with 50% white cement and 50% ordinary cement. 11.8.4 White cement without any pigment. 11.8.5 Light shade pigment with ordinary cement. 11.8.6 Ordinary cement without any pigment. 473 11.9 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 28 mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 12mm thick with white, black, chocolate, grey yellow or green marble chips of sizes from 7mm to 10mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 2:3 (2 cement marble powder mix : 3 marble chips) by volume including cement slurry etc. complete : (Area of panel not to exceed 2.0 sqm) 11.9.1 Dark shade pigment with ordinary cement. 11.9.2 Light shade pigment with white cement. 11.9.3 Medium shade pigment with 50% white cement and 50% ordinary cement. 11.9.4 White cement without any pigment. 11.9.5 Light shade pigment with ordinary cement. 11.9.6 Ordinary cement without any pigment. 474 11.10 Marble chips skirting (upto 30 cm height) 18 mm thick with under layer 12 mm thick in cement plaster 1:3 (1 cement : 3 sand) : rubbed and polished to granolithic finish, top layer 6 mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from smallest to 4 mm nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix :7 marble chips) by volume : 11.10.1 Dark shade pigment with ordinary cement. 11.10.2 Light shade pigment with white cement. 11.10.3 Medium shade pigment with 50% white cement and 50% ordinary cement. 11.10.4 White cement without any pigment. 11.10.5 Light shade pigment with ordinary cement. 11.10.6 Ordinary cement without any pigment. 475 11.11 Extra for laying terrazo flooring on staircase treads not exceeding 30 cm in width including cost of forming, nosing etc. 476 11.12 Providing and fixing glass strips 40 mm wide and 4 mm thick in joints of terrazo/ cement concrete floors. 477 11.13 18 mm thick crazy marble stone white, black or as specified marble stone flooring, including filling the gaps with light shade pigment with white cement marble powder mixture (3 parts of white cement : 1 part of marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 white, black or white and black marble chips of sizes from 1mm to 4mm nominal size by volume), with under layer 25mm thick cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 12.5 mm nominal size), including rubbing, polishing and cement slurry etc.complete . 478 11.14 Precast terrazo tiles 22mm thick with graded marble chips of size upto12mm, laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 sand) : 11.14.1 Light shade using white cement. 11.14.2 Medium shade using 50%white cement and 50% ordinary cement. 11.14.3 Dark shade using ordinary cement. 11.14.4 Ordinary cement without any pigment. 479 11.15 Extra if terrazo tiles are laid in treads of steps not exceeding 30 cm in width. 480 11.16 Precast terrazo tiles 22 mm thick with graded marble chips of sizes upto 12 mm in skirting and risers of steps not exceeding 30 cm in height on 12 mm thick cement plaster 1:3 (1 cement : 3 sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of : 11.16.1 Light shade pigment using white cement. 11.16.2 Medium shades pigment using 50% white cement and 50% ordinary cement. 11.16.3 Dark shade pigment using ordinary cement. 11.16.4 Ordinary cement without any pigment. 481 11.17 Chequeredterrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 sand) : 11.17.1 Light shade pigment using white cement. 11.17.2 Medium shade pigment using 50% white cement, 50% ordinary cement. 11.17.3 Dark shade pigment using ordinary cement. 11.17.4 Ordinary cement without any pigment. 482 11.18 Chequered precast cement concrete tiles any finish, any size 22 mm thick IS:13810-1993 ISI mark in footpath and courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles, 15mm thick screed bad in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. 11.18.1 Light shade pigment using white cement. 11.18.2 Medium shade pigment using 50% white cement 50% Grey cement. 11.18.3 Dark shade pigment using ordinary cement. 11.18.4 Ordinary cement without any pigment. 483 11.19 Marble stone flooring with 18 mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 sandand grey cement slurry, joints treated with white cement mixed with pigment to match colour of stone including rubbing and polishing complete with : (area of slabs over 0.5 sqm) 11.19.1 Makrana white second quality. 11.19.2 Raj Nagar plain. 11.19.3 Agaria White/Morgarh 11.19.4 Katni marble 11.19.5 Black Zebra. 11.19.6 Udaipur / Baroda green marble 11.19.7 Pink plain marble. 11.19.8 Jaisalmer Yellow 484 11.20 Marble stone 18 mm thick in riser of step, skirting, dado and pillar laid on 12 mm average thick cement mortar 1:3 (1 cement: 3 sand and laid with white cement slurry) joints treated with white cement mixed with pigment to match the shade of the slab i/c rubbing and polishing complete. (area of slab over0.50sqm.) 11.20.1 Makrana white second quality. 11.20.2 Raj Nagar plain. 11.20.3 Agaria White/Morgarh 11.20.4 Katni marble 11.20.5 Black Zebra. 11.20.6 Udaipur / Baroda green marble 11.20.7 Pink plain marble. 11.20.8 Jaisalmer Yellow 485 11.21 Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement: 3 sand), including pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately). (Area of slabs over 0.50 sqm.) 11.21.1 Makrana white second quality. 11.21.2 Raj Nagar plain. 11.21.3 Agaria White/Morgarh 11.21.4 Katni marble 11.21.5 Black Zebra. 11.21.6 Udaipur / Baroda green marble 11.21.7 Pink plain marble. 11.21.8 Jaisalmer Yellow 486 11.22 Providing and fixing 18mm thick gang saw cut mirror polished (premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing moulding and polishing to edge to give high gloss finish wherever required etc. complete at all levels. Samples approved by Engineer-in- Charge. 11.22.1 Raj Nagar plain/White Marble/Udaipur Green Marble /Zebra black 11.22.2.1 Granite fine grained dark crystal of other colours and various patterns 11.22.2.2 Granite coarse grained light black/ light red/white with crystal of other colours and various patterns 11.22.2.3 Granite grey/pink/brown with various patterns 11.22.3 Cuddpah stone 487 11.23 Extra for prefinished nosing to treads of steps of marble stone. 488 11.24 Extra for marble stone flooring in treads of steps and risers using single length upto 2.00 metre. 489 11.25 Extra for prefinished grooves to treads of steps of granite stone 490 11.26 Providing and laying machine cut, mirror polished, Italian Marble stone (18 mm thick Italian Marble stone slab, Perlato, Rosso erona, Fire Red or Dark Emperadore etc.)work in flooring laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 sand) laid and jointed with white cement slurry @ 4.4 kg/sqm including pointing with white cement slurry mixed with pigment to match the marble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 491 11.27 Providing and fixing machine cut, mirror / eggshell polished , Marble stone work 18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadore etc. for wall lining (veneer work) including dado, skirting, risers of steps etc. thick cement mortar 1:3 (1 cement : 3 sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge. 492 11.28 Italian marble flooring in required design and patterns 11.28.1 Providing and laying machine cut, mirror polished Italian Marble stone 18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadoreetc flooring, in required design (Simple geometrical, abstract etc.) and in patterns in combination with Italian marble stones of different colours, shades and finished surface texture etc., in linear portions of the building, all complete as per the architectural drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 sand) laid and jointed with white cement slurry @ 4.4 kg/sqm including pointing with white cement slurry admixed with pigment to match the marble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Note – This item shall be executed only after the prior approval of Chief Engineer. 493 11.29 Granite work gang saw cut (polished and machine cut) of thickness 18mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement: 3 sand) including pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment to match the marble shade: (To be secured to the backing by means of cramps, which shall be paid for separately). 111.29.1 Area of slab over 0.50 sqm 11.29.1.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter 11.29.1.2 Coarse grained granite light Black/light Red/ off White or equivalent with self design/ pattern/crystals of other colors of glitter 11.29.1.3 Gray/Pink/Brown or equivalent with various patterns 11.29.2 Area of slab upto 0.50 sqm 11.29.2.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter 11.29.2.2 Coarse grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter 11.29.2.3 Gray/Pink/Brown or equivalent with various patterns 494 11.30 Providing and laying gang saw cut 18 mm thick, mirror polished premoulded (wherever required) and pre polished machine cut granite stonework in flooring of required size shape of approved shade, color and texture in flooring laid over 20 mm thick base of cement mortar 1:4 (1 Cement: 4 sand) including grouting the joints with white cement mixed with matching pigments epoxy touch ups etc. complete as per direction of Engineer-in-Charge. 11.30.1 Area of slab over 0.50 sqm 11.30.1.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter 11.30.1.2 Coarse grained granite light Black/light Red/ off White or equivalent with self design/ pattern/crystals of other colors of glitter 11.30.1.3 Gray/Pink/Brown or equivalent with various patterns 11.90.2 Area of slab upto 0.50 sqm 11.30.2.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter 11.30.2.2 Coarsegrained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter 11.30.2.3 Gray/Pink/Brown or equivalent with various patterns 492 11.31 Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement: 4 sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. (area of slab more than 0.50 sqm) 11.31.1 Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter 11.31.2 Coarse grained granite light Black/light Red/ off White or equivalent with self design/ pattern/crystals of other colors of glitter 11.31.3 Gray/Pink/Brown or equivalent with various patterns 495 11.32 Deduct for not polishing granite flooring (item no 11.29 & 11.30) 496 11.33 Providing and laying Granite stone flooring in required design and patterns in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry admixed with pigment of matching shade including rubbing, curing and polishing and as directed by the Engineer-in-Charge Granite stone slab Dark Black. Dark Red, White or equivalent, 11.33.1 Flamed Finish Polish 11.33.2 Leather Finish Polish 497 11.34 Granite stone work 18mm thick of any colour in riser of steps, skirting, dado and pillars laid on 12 mm average thick cement mortar 1:3 (1 cement:3 sand) and jointed with white cement slurry mixed with pigment to match the shade of slab. 498 11.35 Providing and fixing 10x10x7.50 cm Granite stone block hand cut andchisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1cement:4 sand) with joints 10mm wide filled with same mortar mixed with matching pigment including ruled pointing etc. complete as per direction of engineer-in charge. 499 11.36 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 sand) 25 mm thick.(Area of slab to be over 0.25 sqm) 500 11.37 Deduction for using 20 mm thick slab instead of 25 mm thick slab of kota stone in item no 11.35 501 11.38 Kota stone slabs in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 502 11.38.1 10-12 mm thick 11.38.2 20 mm thick 503 11.39 Kota stone slab (area less than 0.5 sqm) rough chiseled dressed average 40 mm thick flooring for parking and open area of thickness over 20 mm (average) thick base laid over and jointed with grey cement slurry complete with base of cement mortar 1:4 (1 Cement : 4 Sand) 504 11.40 Providing edge moulding to 18mm thick marble stone counters, Vanities, window sills etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 11.40.1 Marble work 11.40.2 Granite work. 505 11.41 Extra for fixing marble /granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete. 506 11.42 Extra for providing opening of required size and shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 507 11.43 Mirror polishing on marble work/Granite work/stone work wherever required to give high gloss finish complete. 508 11.44 Fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1cement : 5 sand) with joints finished flush. 11.44.1 Red sand stone 11.44.2 White sand stone 11.44.3 Grey lime stone 11.44.4 Kota stone 509 11.45 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 sand) including pointing with cement mortar 1:2 (1 cement : 2 sand) with an admixture of pigment to match the shade of stone. 11.45.1 Red sand stone 11.45.2 White sand stone 510 11.46 40 mm thick machine rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement :5 sand) with joints 3mm thick, side buttered with cement mortar 1:2 (1 cement : 2 sand) mixed with pigment to match the shade of stone and pointing with same mortar 11.46.1 Red sand stone 11.46.2 White sand stone 511 11.47 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. 512 11.48 Extra for Kota stone/ sand stone in treads of steps and risers using single length upto 1.05 metre. 513 11.49 Providing and laying Ceramic glazed floor tiles 300x300 mm or more (having thickness 6 to 7mm) of 1st quality conforming to IS : 15622 of approved make in any colours and shade laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 sand) including pointing the joints with white cement and matching pigment etc., complete. 514 11.50 Providing and fixing Ceramic glazed wall tiles 300x450 mm or more (having thickness 6 to 7 mm) of 1st quality conforming to IS: 15622 of approved make in all Colours& shades, except burgundy, bottle green, black laid on 12mm thick bed of Cement Mortar 1:3 (1 Cement: 3 sand)preprad same day when mortar is still green jointed with grey cement slurry @3.3 kg per sqm including pointing the joints with white cement and matching pigments etc., complete. 515 11.51 Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more (having thickness 9 to 10mm) of 1st quality conforming to IS : 15622 of approved make in all colours white, ivory, grey, fume red brown laid on 20mm thick cement mortar 1:4 (1 Cement : 4 sand) including grouting the joints with white cement and matching pigments etc., complete. 516 11.52 Providing and laying rectified Glazed Ceramic wall tiles 300x450 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in all colours white, ivory, grey, fume red brown laid on 12 mm thick cement mortar 1:3 (1 Cement : 3 sand) including grouting the joints with white cement and matching pigments etc., complete. 517 11.53 Providing and laying Antiskid floor tiles of any sizes, 12 mm thickness with water absorption less than 0.08% and conforming to IS:15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 sand) including grouting the joints with white cement with matching pigments etc., complete. 518 11.54 Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of vitrified tiles. 519 11.55 Deduct for not using 20mm thick cement mortar 1:4 (1 cement: 4 sand) bedding in laying of floor tiles. 520 11.56 Fixing glazed/ Ceramic/Rectified/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3mm thickness. 521 11.57 Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having water absorption less than 0.05% and conforming to IS: 15622 of approved make in all colours and shades for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 sand) in all shapes and patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 522 11.58 Providing and fixing Glass mosaic tiles at finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design, fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge: 523 11.59 Providing and laying 500x500x40mm thick Turf paver on 150mm thick sub grade of compacted bed of 20mm nominal size stone aggregate and base course with 50mm thick sand and filling joints with sand including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer- in-charge. 524 11.60 Providing and fixing 10mm thick acid and/ or alkali resistant tiles of approved make and colour using acid and/ or alkali resisting mortar bedding and joints filled with acid and/ or alkali resisting cement as per IS : 4457 complete as per the direction of Engineer-in- Charge. 525 11.60.1 In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement: 4 sand)Acid and alkali resistant tile. 526 11.60.2 In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement: 4 sand).Acid and alkali resistant tile. 527 11.61 8 mm thick.stones Tile work in skirting, risers of steps and dado (upto 2 m height) over 12 mm thick bed of cement mortar 1:3 (1 cement :3 sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete. 11.61.1 Marble tiles (polished) Raj Nagar. 11.61.2 Granite tile of any colour /shade 528 11.62 Providing and fixing cramps of required size and shape in RCC/ CC /Stone/ Brick masonry backing with cement mortar 1:2 ( 1 cement :2 sand) including drilling necessary hole in stones and embedding the cramp in the hole (fastener to be paid separately). 11.62.1 Gunmetal cramps. 11.62.2 Stainless steel cramps. 529 11.63 Providing and fixing expansion hold fasteners of wedge expansion type on C.C. / R.C.C./ Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. 11.63.1 Fastener with threaded dia 6 mm. 11.63.2 Fastener with threaded dia 10 mm. 11.63.3 Fastener with threaded dia 12 mm. 530 11.64 Providing and fixing stone slab table rubbed on both faces edges rounded and polished of size as required and 1.8 cm thick fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in- charge and finished smooth. 11.64.1 White Agaria Marble Stone. 11.64.2 Granite Stone of approved shade. 531 11.65 Providing and fixing removable raised/false access flooring with system and its components of approved make for different plenum height with possible height adjustment upto 50 mm, comprising of modular load bearing floor panels supported on G.I. rectangular stinger frame work and and Surface flatness within 0.75mm.The panel is to withstand a Concentrated Load of 363 kgs applied on area 25mm x 25mm without collapse in the centre of the panel which is placed on four steel blocks. The panel will withstand and Uniformly Distributed Load (UDL) minimum 1250 kg/sqm and an impact load of 50kg all complete as per the approved manufacturers specification and as per the direction of Engineer- in-charge. All specification must be printed on the side of the panel to ensure the quality of the product. 11.65.1 300 mm Finished Floor Height (FFH) 11.65.2 450 mm Finished Floor Height (FFH). 532 11.66 Providing and laying factory made machine pressed precast cement concrete interlocking paver block of any shape and size conforming to IS:15658- 2006 and ISI marked of 60 mm thickness, M-30 grade with grey cement and pigment all as specified. Made by block making machine with strong vibratory compaction, laid in required colour and pattern over and including 50mm thick compacted bed of stone dust, filling the joints with sand etc. all complete as per the direction of Engineer-in-Charge. 533 11.67 Providing Epoxy flooring self leveling type on strong base in desired colour/design as approved by Engineer-in-Charge. Resin for epoxy is to be of floor grade type i/c appropriate hardner and filler material. with 5 year defect liability period (This item is to be used only for operation theaters in hospitals) 11.67.1 1 mm thick 11.67.2 2 mm thick 11.67.3 3 mm thick 534 11.68 Providing and fixing acoustic PVC (Poly Vinyl Flooring) EN (European Standard) over fiberglass mat PVC foam backing (EN 14904), total thickness is 3.25mm (EN 428/EN 427), wear layer is 0.85 mm thick (EN 429), anti-bacterial and anti-fungus surface treatment , chemical resistance test qualified (EN-423)-high resistance, thermal and underfloor heating test qualified (EN12524) - all vinyl sheets must be linked crosswise with a continuous copper strip and finally connected to earth for grounding electrostatic electrical charges. Suitable and slip resistant. Recommended to use in area like Lecturer room, Conference room, Kids area, School, colleges, Residential and all commercial official scope etc. 535 11.69 Providing and fixing 2 mm thick heterogeneous PVC (poly vinyl flooring) EN (European Standard) with wear layer is 0.55mm thick of PVC, total weight is 2300 g/m2 approx. PUR (polyurethane reinforced), residual indentation approx.0.05 mm, castor wheel test qualified, dimensional stability ≤0.10%, static electrical charge .The floor finish should termite free at the room perimeter passing over a concealed cove forming and continuing up on the wall upto100mm. Recommended to use in area like Patient rooms , Doctor room Lecturer room, Kids area, School, Colleges, Residential and all commercial official scope etc. 536 11.70 Providing and fixing 8mm and above thick laminated (wooden flooring) of AC4 and above grade product of approved made out of core high density fibre board (HDF), surface layer shall be high preasure laminated treated for abrasion, scratch, moisture protection, flame protection U.V resistant, layer of acrylic resin, aluminium oxide or similer layer having above properties, backing under layer on min 2 mm thickness shall provide as sound absorbent and moisture protection layer, The seamless impregenated decorative layer of specified size, design, colour and pettern, all bonded together under high temperature and pressure with eco-friendly. The material shall be applicable warranty formaldehyde free, eco- friendly and fully recyclable (eco-freindly) and matching shed and excluding quantity of skirting and profile. 537 11.71 Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, 1:6 (1 cement : 6 sand) including filling the joints with same mortar, with common burntclay non modular bricks 11.71.1 100 mm thick 11.71.2 200mm thick 538 11.72 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required colour strength, thickness pattern, surface texture (smooth/rough) and size/shape, conforming to 15658-2006 IS marked made by table vibratory method using PU mould, laid in required colour and pattern over 0.30 mm with courtyards, porch with M 15 cement concrete in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturers specifications and direction of Engineer-in-Charge. 11.72.1 80 mm thick C.C. paver block of M-35 grade 11.72.2 60 mm thick C.C. paver block of M-35 grade 11.72.3 60 mm thick C.C. paver block of M-30 grade 539 11.73 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- Charge). 540 11.74 Providing and fixing at or near ground level factory made RCC pavement slab of M-30 grade of size 450x450x50 mm, including reinforcement with 6 mm dia M.S. bars 4 nos on each side(top & bottom), including setting in position in footpath to the required level and line over a bed of 20 mm average thick cement mortar 1:5 (1 cement : 5 sand), having joint thickness not more than 5mm except on curve, including filling of joints with same cement mortar and making grooves etc. complete as per direction of Engineer-in-Charge. 541 11.75 Providing and fixing 16mm thick gang saw cut mirror polished premoulded and prepolished machine cut Granite of approved shade, colour and texture of Granite Door frame. in cement mortar 1:3 (1 cement :3 sand) Including rubbing, curing, moulding and polishing edges to give high glossy finish and drilling of hole for fixing stainless steel hings, aldrop, towerboltetc complete at all levels as per instruction of Engineer-in-Charge. 11.75.1 Granite Door frame for 100mm thick wall Thickness. 11.75.2 Granite Door frame for 200mm thick wall Thickness. 542 11.76 Providing and laying vitrified floor tiles (without soluble salt) or printed (with soluble salt) Nano polished (Glossy finish) in different sizes with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in flooring laid on 20mm thick cement mortar 1:4 (1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete 11.76.1 Plain ivory light shade : Size 600X600mm thickness 9-10mm 11.76.2 Dark shade (terracotta) : Size 600X600mm thickness 9-10mm 543 11.77 Providing and laying vitrified floor tiles (without soluble salt) or printed (with soluble salt) Nano polished (Glossy finish) in different sizes with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in skirting laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete 11. 77.1 Plain ivory light shade : Size 600X600mm thickness 9-10mm 11. 77.2 Dark shade (terracotta) : Size 600X600mm thickness 9-10mm 544 11.78 Providing and laying vitrified floor tiles Multi/Double charged (Minimum top layer thickness 2.0mm) Neno Polished self design, in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, quality/ premium quality in flooring laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete 11. 78.1 In light shade glossy/ rustic /stain finished 11. 78.1.1 Size 600X600 mm thickness 9-10 mm 11. 78.1.2 Size 800X800mm thickness 11-12mm 11. 78.1.3 Size 800X1200 mm thickness 11-12mm 11. 78.2 In dark shade glossy/ rustic /stain finished 11. 78.2.1 (a) Size 600X600 mm thickness 9-10 mm 11. 78.2.2 (b) Size 800X800mm thickness 11-12mm 11. 78.2.3 (c) Size 800X1200 mm thickness 11-12mm 545 11.79 Providing and laying vitrified floor tiles Multi/Double charged (Minimum top layer thickness 2.0mm) Neno Polished self design, in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in skirting laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete 11. 79.1 In light shade glossy/ rustic /stain finished 11. 79.1.1 (a) Size 600X600 mm thickness 9-10 mm 11. 79.1.2 (b) Size 800X800mm thickness 11-12mm 11. 79.1.3 (c) Size 800X1200 mm thickness 11-12mm 11. 79.2 In dark shade glossy/rustic/stain finished 11. 79.2.1 (a) Size 600X600 mm thickness 9-10 mm 11. 79.2.2 (b) Size 800X800mm thickness 11-12mm 11. 79.2.3 (c) Size 800X1200 mm thickness 11-12mm 546 11.80 Providing and laying vitrified floor-tiles Full Body Design Homogenous Body matt/rustic finish in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in flooring laid on 20mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete 11. 80.1 In light colour and shades as ivory, beige blanco, grey etc. 11. 80.1.1 (a) Size 300X300 mm thickness 9-10 mm 11. 80.1.2 (b) Size 600X600mm thickness 9-10mm 11. 80.1.3 (c) Size 600X600 mm thickness 11-12mm (to be used heavy duty indoor areas of non residencial buildings only such as schools, hostels, libraries hospitals, institutions, offices etc.) 11. 80.2 In dark colour and shade etc. 11. 80.2.1 (a) Size 300X300 mm thickness 9-10 mm 11. 80.2.2 (b) Size 600X600mm thickness 9-10mm 11. 80.2.3 (c) Size 600X600 mm thickness 11-12mm (to be used in heavy duty indoor areas of non residencial buildings only such as schools, hostels, libraries hospitals, institutions, offices etc.) 547 11.81 Providing and laying vitrified floor-tiles Full Body Design Homogenous Body matt/rustic finish in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality in skirting, riser laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete 11. 81.1 In light colour and shades as ivory, beige blanco, grey etc. 11. 81.1.1 (a) Size 300X300 mm thickness 9-10 mm 11. 81.1.2 (b) Size 600X600mm thickness 9-10mm 11. 81.2 In dark colour and shades etc. 11. 81.2.1 (a) Size 300X300 mm thickness 9-10 mm 11. 81.2.2 (b) Size 600X600mm thickness 9-10mm 548 11.82 Providing and laying digital print random design(PGVT)/(GVT) vitrified tiles in different sizes with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality/ premium quality including grouting the joints with white cement and matching pigments etc. complete 11. 82.1 For floor glossy/ rustic /stain/matt finished laid on 20mm thick cement mortar 1:4 (1 cement:4sand) 11. 82.1.1 Size 600X600 mm thickness 9-10 mm 11. 82.1.2 Size 800X800mm thickness 11-12mm 11.82.1.3 Size 800X1600 mm thickness 11-12mm 11.82.1.4 Size 1000X1000 mm thickness 11-12mm 11. 82.1.5 Size 600X1200 mm thickness 11-12mm 11. 82.1.6 Size 800X1200 mm thickness 11-12mm 11. 82.1.7 Size 1200X1200 mm thickness 11-12mm 11.82.1.8 Size 1200X1800 mm thickness 11-12mm 11.82.1.9 Size 1200X2400 mm thickness 11-12mm 11. 82.2 For wall stain / rustic finished laid on 12mm thick cement mortar 1:3 (1 cement:3sand) prepared same day when mortar is still green i.e.within 6 hours, Size 300X600 mm thickness 9-10 mm 11. 82.3 For wall polished / Glossy finished laid on 12mm thick cement mortar 1:3 (1 cement:3sand) prepared same day when mortar is still green i.e. within 6 hours, Size 300X600 mm thickness 9-10 mm 549 11.83 Providing and laying digital print random design(PGVT)/(GVT) vitrified tiles in different sizes with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, 1st quality / premium in skirting, riser laid our 12mm thick cement mortar 113 including grouting the joints with white cement and matching pigments etc. complete 11. 83.1 For skirting, risers etc. glossy/ rustic /stain/matt finished in all colours and shades 11. 83.1.1 Size 600X600 mm thickness 9-10 mm 11. 83.1.2 Size 800X800mm thickness 11-12mm 11. 83.1.3 Size 600X1200 mm thickness 11-12mm 11. 83.1.4 Size 800X1200 mm thickness 11-12mm 550 11.84 Granite work gang saw cut (polished machine cut) of thickness 12 mm for wall lining, skirting, risers of steps and dado (veneer work), back filling with a grout of average 12 mm thick in cement mortar 1:3 (1 Cement: 3 sand) including pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment to match the marble shade: (To be secured to the beaching by means of cramps, which shall be paid for separately). 11. 84.1 Area of tiles not less 0.18 sqm 11. 84.1.1 Fine granite dark Black/dark Red/ White with self design/ pattern/crystals of other colors of glitter 11. 84.1.2 Course granite light Black/light Red/ off White with crystals of other colors and various patterns 11. 84.1.3 Gray/Pink/Brown with various patterns 551 11.85 Providing and laying gang saw cut 12mm thick, mirror polished pre moulded (wherever required) and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in flooring laid over 20mm thick base of cemnt mortar 1:4(1cement:4sand) including grouting the joints with white cement mixed with matching pigments, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. 11. 85.1 Area of tiles not less 0.18 sqm 11. 85.1.1 Fine grained granite dark Black/dark Red/ White with self design/ pattern/crystals of other colors of glitter 11. 85.1.2 Coarse grained granite light Black/light Red/ off White with crystals of other colors and various patterns 11. 85.1.3 Gray/Pink/Brown with various patterns 552 11. 86 Providing and fixing artificial synthetic green long and fine yarns grass, UV/water resistant with SBR latex backing eco-friendly durable high density 100 % PP ( Poly Poplin ) anti UV fiber.denier 12000 dtex, stich rate 18 stiches per 10cm, stich density 16800 stiches/m2, tufted weight 1830g/sqm approx. 11. 86.1 Roll size will be 25.00m X 2.00m (25mm thick)- weight 150kg- per roll. 11. 86.2 Roll size will be 25.00m X 2.00m (40mm thick)- weight 180kg- per roll. 553 11.87 Providing and fixing laminated (engineered wooden flooring) of suitable thickness 10-14 mm of suitable grade category product of approved made out of core high density fibre board (HDF) &other component it treated for abrasion ,scratch ,moisture protection, flame protection,U.V resistant. backing with eco- friendly resins specified by the manufacturer .The material shall be applicable warranty formaldehyde free, eco friendly, highly recommended for high traffic area and fully recyclable and matching shed and excluding quantity of skirting and profile. 554 11.88 Providing and fixing single layer homogeneous (solid wooden flooring) of suitable thickness 14 - 18 mm of suitable grade category product of scratch protection, moisture protection, flame protection U.V. resistant, backing under layer on min 2 mm thickness The material shall be applicable warranty formaldehyde free, eco friendly ,highly recommended for high traffic area and fully recyclable and matching shade and excluding quantity of skirting and profile. 555 11.89 Providing and fixing tuffed 1/10” loop pile (carpet tile / Carpet). EN (Euorpean Standard) size 50cm x 50cm /roll Size of total thickness 5.5 mm and above with total mass of 4100g/m2approx and with polyester fleece primary backing with standard dimensional stability with impact sound / noise reduction and recommended for high traffic acoustical area. 556 11.90 Providing and fixing spc (stone plastic composite) virgin pvc water resistant proof vinyl flooring with a thickness between 4 to 8mmuv coated layer with a wear layer of 0.3 to 0.80mm with a SPC core layer of 2.00 to 5.00 mm with a SOP of heat resistant, voc free, easy to cut, anti microbial protection in the form of tiles, planks helpful in environmental of profection health. 557 11.91 Providing and laying pre mirror polished/ pre polished fine grain machine cut sand stone tile flooring 20mm thick (hardness should not be less than 7 and water absorption should not be more than 0.3%) of required size and shape of approved shade, flooring in plazas open staircase and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joint with white cement mix with matching pigment etc. complete as per direction of Engineer-in-Charge. 11. 91.1 300x300mm 11. 91.2 400x400mm 11. 91.3 600x600mm 558 11.92 Providing and laying pre mirror polished/ pre polished fine grain machine cut sand stone slab flooring 20mm thick (hardness should not be less than 7 and water absorption should not be more than 0.3%) of required size of area more then .50 sqm and shape of approved shade, flooring in plazas open staircase and similar locations, laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joint with cement mix matching pigment etc. complete as per direction of Engineer -in-Charge. 559 12.1 Providing corrugated G.S. Sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 12.1.1 1.00mm thick with zinc coating not less than 275gm/m² 12.1.2 0.80mm thick with zinc coating not less than 275gm/m² 12.1.3 0.63 mm thick with zinc coating not less than 275gm/m² 560 12.2 Straight cutting in G.S. sheet of any thickness roofing for making opening of area exceeding 40 sq. decimetre for chimney stacks, sky light etc. 561 12.3 Extra for circular cutting in C.G.S. sheet of any thickness roofing for making opening of area exceeding 40 square decimetre : 562 12.4 Providing ridges or hips of width 60 cm over all width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete. 12.4.1 0.80mm thick with zinc coating not less than 275gm/m² 12.4.2 0.63mm thick with zinc coating not less than 275gm/m² 563 12.5 Providing valleys of 90cm wide overall in plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8mm dia. G.I. limpet and bitumen washers complete. 1.60 mm thick with zinc coating not less than 350gm/m² 564 12.6 Providing and Fixing of 40 cm over all width plain, G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts, G.I. limpet and bitumen washer complete, bent to shape and fixed in wall with cement mortar 1:3 (1cement : 3 sand). 1.00mm thick with zinc coating not less than 275gm/m² 565 12.7 Providing and fixing 15 cm wide 45 cm over all semicircular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc. including making necessary connections with rain water pipes complete. 12.7.1 0.80mm thick with zinc coating not less than 275gm/m² 12.7.2 0.63mm thick with zinc coating not less than 275gm/m² 566 12.8 Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia.G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required. 567 12.9 Extra for straight cutting in reinforced by organic fibres and/or inorganic synthetic fibres cement corrugated, semi corrugated 6 mm thick sheet roofing for making openings of area exceeding 40 square decimeter for chimney stacks, skylights etc.. 568 12.10 Extra for circular cutting in reinforced by organic fibres and/or inorganic synthetic fibres cement corrugated/ semi corrugated 6 mm thick sheet roofing for making openings of area exceeding 40 square decimeter. 569 12.11 Extra for providing and fixing wind ties of 40x 6 mm flat iron section. 570 12.12 Providing and fixing ridges and hips in fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing with suitable fixing accessories or self drilling fastener and EPDM washer etc. complete. 12.12.1 Corrugated serrated adjustable ridges 12.12.2 Plain wing adjustable ridges 12.12.3 Close fitting adjustable ridges 12.12.4 Unserrated adjustable hips 571 12.13 Providing and fixing fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing accessories in all colours with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers or with self drilling fastener and EPDM washer etc. complete: 12.13.1 Corrugated apron pieces 12.13.2 Eaves filler pieces 12.13.3 North light curves 12.13.4 ventilator curves 12.13.5 Barge boards 12.13.6 Ridge finials 12.13.7 Special north light curves 12.13.8 S type louvers 572 12.14 Providing flat iron brackets 50x3mm size with necessary bolts, nuts washers etc. for fixing G.S. sheets gutters with purlins. 573 12.15 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm + 0.05 %, total coated thickness with zinc coating 120 gsm as per IS:277 in 240 mpa steel grade, 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self-drilling /self-tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 574 12.16 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm + 0.05 % total coated thickness, Zinc coating 120gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self-drilling/ self- tapping screws complete : 12.16.1 Ridges plain (500 - 600mm). 12.16.2 Flashings/ Aprons.( Upto 600 mm) 12.16.3 North light curves. 12.16.4 Barge board (Upto 300 mm) 12.16.5 Crimp curve 12.16.6 Gutter. (600 mm over all girth) 575 12.17 Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated J or L hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 12.17.1 2mm thick corrugated (2.5 or 4.2 or 6) or step-down (2or 3or 6) as specified. 12.17.2 2mm thick flat. 576 12.18 Providing and Fixing of sky lights consisting of Multi cell/tight cell Polycarbonate Panel System of approved colour, 16 mm thick (minimum) having uniform in color with an integral Tight-Cell core constructed not to exceed 4mmx4mm in a cross section, involved such as bolts nuts and screws etc. and labour for cutting bending to required profile, necessary scaffolding, hoisting in position etc. for proper completion of the work etc. complete as per specification drawings and direction of Engineer in charge. Finished surface area of roofing fixed over steel tubular structure shall be measured for payment. MS tabular frame work shall be measured separately for payment. 12.18.1 10mm thick 12.18.2 16mm thick 577 12.19 Providing sand stone slab 40 to 50 mm thick for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 sand) over wooden karries or R.C.C. battens or structural steel sections (Karries or battens or structural steel sections to be paid separately) including pointing the ceiling joints with cement mortar 1:3 (1 cement : 3 sand ) complete : 12.19.1 Red sand stone slab 12.19.2 White sand stone slab : 578 12.20 Painting top of roofs with residual type petroleum bitumen of grade VG 10 of approved quality @ 17kg per 10 sqm impregnated with a coat of sand at 60 cum per 10sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : 579 12.21 Providing and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI) 108 (with solar reflectance and thermal emittance tested as per ASTM) C 1549 and ASTM C 1371 respectively), VOC less than 10 cc/gm. The coating thickness and the methodology of application shall be strictly as per manufacturers specifications and as approved by engineer In charge. Surface preparation includes cleaning with metal wire brush to remove all dust, fungus etc., and washing with water all complete. The contractor shall give guarantee for the performance of SRI and also the durability of coating, all complete as per direction of Engineer-in-charge. 580 12.22 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection >0.70 and initial emittance >0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 sand) and grouting the joints with mix of white cement and marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. 581 12.23 Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness and of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 sand) mixed with 2% integral water proofing compound laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 sand) and finished neat complete. 582 12.24 Providing and fixing on roof pressed clay tile (Mangalore tile) 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately) 583 12.25 Providing and laying on roof pressed clay tile ridge (Mangalore tile) of 20mm thickness of approved pattern on steel frame work complete (steel frame work to be paid separately) 584 12.26 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 sand : 4 stone aggregate 10mm and down grade) including finishing with cement mortar 1:3 (1 cement : 3 sand) as per standard design : In 75x75mm deep chase 585 12.27 Making khurras 45x45 cm (sunk area) with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 sand) and a coat of neat cement rounding the edge and making and finishing the outlet complete so as to receive rain water/ spillage water on roof in a sunk area and completely rain out in a near perfect strain meter motion into rain water pipe. 586 12.28 Providing and fixing M.S. holder bat clamps of approved design to C.I. Or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10cm of Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. 12.28.1 100 mm diameter 12.28.2 150 mm diameter 587 12.29 Providing and fixing ISI marked sand cast iron rain water pipes. 12.29.1 100 mm dia minimum wall thickness 5mm 12.29.2 150 mm dia minimum wall thickness 5mm 588 12.30 Providing lead caulked joints to sand cast iron rain water pipes and fittings : 12.30.1 100 mm dia. Pipe 12.30.2 150 mm dia. Pipe 589 12.31 Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry surrounded with 12 mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately) : 12.31.1 Sand cast iron bend : 12.31.1.1 100 mm diameter 12.31.1.2 150 mm diameter 12.31.2 Sand cast iron plain shoes : 12.31.2.1 100 mm diameter 12.31.2.2 150 mm diameter 590 12.32 Providing and fixing on wall face Rigid Unplasticised rigid PVC (upvc) Single socketed rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 12.32.1 75 mm diameter (minimum wall thickness 1.8mm) 12.32.2 110 mm diameter (minimum wall thickness 2.2mm) 591 12.33 Providing and fixing on wall face Unplasticised - UPVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 12.33.1 Coupler 12.33.1.1 75 mm (minimum wall thickness 1.8mm) 12.33.1.2 110 mm (minimum wall thickness 2.2mm) 12.33.2 Single push fit Coupler : 12.33.2.1 75 mm (minimum wall thickness 1.8mm) 12.33.2.2 110 mm (minimum wall thickness 2.2mm) 12.33.3 Single tee with door 12.33.3.1 75x75x75 mm (minimum wall thickness 1.8mm) 12.33.3.2 110x110x110 mm (minimum wall thickness 2.2mm) 12.33.4 Single tee without door 12.33.4.1 75x75x75 mm (minimum wall thickness 1.8mm) 12.33.4.2 110x110x110 mm (minimum wall thickness 2.2mm) 12.33.5 Bend 87.5° 12.33.5.1 75 mm bend (minimum wall thickness 1.8mm) 12.33.5.2 110 mm bend (minimum wall thickness 2.2mm) 12.33.6 Shoe (Plain) 12.33.6.1 75 mm Shoe (minimum wall thickness 1.8mm) 12.33.6.2 110 mm Shoe (minimum wall thickness 2.2mm) 592 12.34 Providing and fixing unplasticised - PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 12.34.1 75 mm (minimum wall thickness 1.8mm) 12.34.2 110 mm (minimum wall thickness 2.2mm) 593 12.35 Providing and fixing to the inlet mouth of rain water pipe fixing cast iron grating 15 cm diameter and weighing not less than 440 grams. 594 12.36 Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms. 595 12.37 Providing and fixing 100 mm/110 mm diameter and 60 cm long rain water spout in cement mortar 1:4 (1 cement : 4 sand) 12.37.1 Stone ware spout 12.37.2 Upvc spout (Pipe dia.110 mm) 596 12.38 Providing and fixing of self-supported mechanically seamed roofing system, made of high quality steel, having 340 MPA yield strength, pre coated galvalume sheet as per ASTM A 792 M of base metal thickness from 0.8 mm to 1.6mm (tolerance ± 0.02mm). High grade steel sheet should have 55% aluminum and 45% zinc coating by hot-dip process of minimum 25 micron The rate includes supplying, fixing, loading unloading, hire charges of all plants machineries, anchors, fasteners, washers, bolts, epoxy, paint and all wastage etc. complete. Accessories and fixtures like hangers/clamps for installation of lighting /fixtures /utility/ duct as per requirement and ventilators, skylight can also be provided at crown/ridge by making cuts into the panels which is to be paid separately. This item shall be executed only by the agency which has all required manufacturing machineries and necessary expertise. 12.38.1 Base metal thickness 0.8mm up to span 15 meter 12.38.2 Base metal thickness 0.9mm , up to span 18 meter 12.38.3 Base metal thickness 1.0 mm, up to span 21 meter 12.38.4 Base metal thickness 1.1 mm, up to span 23 meter 12.38.5 Base metal thickness 1.2mm, up to span 25meter 12.38.6 Base metal thickness 1.3 mm, up to span 27 meter 12.38.7 Base metal thickness 1.4mm, up to span 29meter 12.38.8 Base metal thickness 1.5 mm, up to span 31 meter 12.38.9 Base metal thickness 1.6 mm, up to span 33 meter 12.38.10 Providing and fixing galvalume 1.0 mm thick clamps/hangers of size 75X140mm with saddle of 50mm dia, riveted at one side and nut and bolt at other side, to self-supported roofing system by mechanical seaming to suspend light fixture/cable stay/false ceiling/duct etc., at their location which should be planned earlier by engineer-in-charge. Clamps shall be fixed during seaming of panels. 12.38.11 Providing and fixing advanced type hurricane turbo ventilator to self- supporting roof having neck dia 600mm made of aluminum having 24 nos vertical vanes made of aluminum sheet. Ventilator should be fixed on 1 to 2mm thick G.I. ring which shall be fixed on 2mm thick polycarbonate sheet. Polycarbonate sheet shall have foam tap or rubber gasket under and over it and fixed by 1 to 2 mm thick aluminum angle 25X25mm with self- tapping screw to panels. All joints shall be sealed by silicon. Rates i/c of all material, labour fittings screw, rings, foam tap, aluminum angles etc. complete. Deduction shall not be made for cutting area of self-supported roof. 12.38.12 Providing and fixing of 2mm thick polycarbonate sheet to self-supported roofing system. The sheet shall have tensile strength and elongation as per ASTM D 638, refractive index as per ASTM D 592, light transmission as per ASTM D 1003 and specific gravity as per STM D 792. Polycarbonate sheet shall have foam tap or rubber gasket under and over it and fixed by 1 to 2 mm thick aluminum angle 25X25mm with self- tapping screw to panels. All joints shall be sealed by silicon. Rates include of all material, labour, fittings, screw, foam tap, aluminum angles etc. complete. Deduction shall not be made for cutting area of self-supported roof. 597 12.39 Supply, fabrication and erection of three-dimensional space frame steel structure consisting of support node, primary space frame members, space notes nodes, bolts, sleeves (nut), purlin stool, purlin etc. to support roof sheet in plain or curved shape. (Approximate zinc coating thickness 77 Microns) and shall not be less than 400 g/sqm (Approximate zinc coating thickness 56 microns). Bolts, sleeves and cones shall be electro-galvanized to ASTM B 633 Type 2, SC3. Shop drawings along with structural design analysis shall be provided by the manufacturer for approval of the engineer in charge. Rate shall include cost of design, all material, all lifts, labour, transport, storage, machines, tools and plants, wastages, erection and installation at site all necessary scaffolding etc. necessary to provide finished product but excluding cost of erection/construction of support shaft and roof sheet. 598 12.40 Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately). 599 12.41 Providing and fixing in position roof tile under lay using 12mm thick(minimum) Moisture/fire Resistance heavy duty fibre cement board(High Pressure Steam Cured) Type A,Category 4 conforming to IS 14862:2000, fixed on Steel frame work of 610mmx610mm or 610mmx1220mm grid by counter sunk stainless screw @ 300mm C/C all complete as per the drawings. Tiles etc may be laid on the board substrate by sealing the joints properly with filler material or sealant to ensure no leakage through joints. All complete as per drawings, specification and as per direction of Engineer-in-Charge.Note - MS Section structure and roof tile like Shingles/Mangalorian Tiles etc cost will be paid seprately. 600 12.42 Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre glass wool conforming to IS: 8183 density 24kg/m3, 50mm thick, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5mm x 24 gauge wire mesh, for top most ceiling of building. 601 12.43 Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS : 8183, density 16kg/m3, 50mm thick, wrapped in 200G Virgin Polythene bags placed over existing false ceiling and held in position by criss-crossing GI wire. 602 12.44 Thermal Insulation of roofing with Expanded polystyrene fixed with suitable adhesive to the false ceiling as per the directions of the Engineer-in-charge : 603 12.44.1 With Type N - Normal 50 mm thick 604 12.44.2 With Type SE - Self Extinguishing type 50 mm thick. 605 12.45 Providing and laying thermal insulation of roofing with 40 mm thick impervious sprayed, closed cell free Rigid Polyurethane foam over deck insulation conforming to IS - 12432 Pt. III (density of foam being 40-45 kg/cum), over a coat of polyurethane primer applied @ 6-8 sqm per litre, laying 400 G polythene sheet over PUF spray and providing a wearing course of 40 mm thick cement screed 1: 2 : 4 (1 cement : 2 sand : 4 stone aggregate 20 mm nominal size) in chequered rough finish, in panels of 2.5 mx2.5 m and embedding with 24 G wire netting and sealing the joints with polymerized mastic, all complete as per direction of Engineer-in-Charge. 606 12.46 Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS: 8183 having density 24 kg/m3, 50 mm thick, wrapped in 200G Virgin Polythene Bags fixed to wall with screw, rawl plug and washers and held in position by criss crossing GI wire etc. complete as per directions of Engineer-in- Charge. 607 12.47 Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Rockwool conforming to IS: 8183, density 48 kg/ m3, 50 mm thick, wrapped in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5mm x 24 gauge wire mesh, for top most ceiling of building. 608 12.48 Providing and fixing thermal insulation with Resin bonded rock wool conforming to IS: 8183, density 48 kg/m3, 50 mm thick, wrapped in 200 G virgin Polythene bags placed over existing false ceiling and held in position by criss- crossing GI wire. 609 12.49 Providing and fixing thermal insulation with Resin Bonded rock wool conforming to IS: 8183, having density 48 kg/m3. 50 mm thick, wrapped in 200 G Virgin Polythene Bags fixed to wall with screw, rawl plug and washers and held and in position by criss cossing GI wire etc.complete as per directions of Engineer-in-Charge. 610 12.50 Supply and application of 48kg/m3 density & 50 mm thick with a tolerance of -2 + 6mm of Rockwool RB slabs unfaced (Binder<3.5%); conforming to IS: 8183/ASTM C 612 latest edition with amendments. Non- combustible when tested as per BS 476 Part 4 or A1 when tested as per EN: 13501. Two random samples from each supplied batch will be test for shot content at the site. The melting point of the wool shall be more than 1000°C and wool shall be bio-soluble in accordance with EU directive 127/2008 or similar. All Above mentioned standard are as per latest edition with amendments. 611 12.51 Supply & Application of Rockwool RB slab 48kg density, 50mm thick wrapped in 200G vergine polythene bags for partition, ceiling (Under Deck insulation) conforming to IS: 8183 with tolerance of -2 +6mm of rock wool RB slabs unfaced (Binder <3.5%) conforming to IS: 8183/ASTM C 612 latest edition with amendments. Non-combustible when tested as per BS 476 Part 4 or Al when tested per EN 13501. . Two random samples from each supplied batch will be test for shot content at the site. The melting point of the wool shall be more than 1000°C and wool shall be bio-soluble in accordance with EU directive 127/2008 or similar. All Above mentioned standard are as per latest edition with amendments. 612 12.52 Supply & Application of Rockwool RB 2 slab 64kg /m3, 50mm thick, with GI wire netting 24 SWG; fixing for NRC Value 1.00 for Acoustics, thermal & fire purpose conforming to and IS: 8133, IS: 8183 with tolerance of -2 + 6mm of RB slabs unfaced (Binder < 3.5%); conforming to IS: 8183/ASTM C 612 latest edition with amendments. Two random samples from each supplied batch will be tested for shot content at the site. The melting point of the wool shall be more than 1000°C and wool shall be bio-soluble in accordance with EU directive 127/2008 or similar. All Above mentioned standard are as per latest edition with amendments. 613 12.53 Supply & Application of Rockwool building roll (1.1mx10m) 48kg density, 50mm thick with FSK (foil scrim Kraft) aluminium foil facing for HVAC duct & building underdeck purpose conforming to IS: 8183, IS: 8183 and IS:8183 a tolerance of -2 +6 mm of Rockwool RB slabs unfaced (Binder < 3.5%) ; conforming to IS: 8183; /ASTM C 612 latest edition with amendments. Non-combustible when tested as per BS: 476 Part 4 or Al when tested as per EN: 13501. Two random samples from each supplied batch will be test for shot content at the site. The melting point of the wool shall be more than 1000°C and it shall be bio-soluble in accordance with EU directive 127/2008 or similar. All Above mentioned standard are as per latest edition with amendments. 614 12.54 Supply & Application of Rockwool Building Roll (1.1mX10m) 48kg density, 50mm thick with ALG (Alu & glass) mixture of Aluminium & glass facing for building underdeck application below metal sheet also conforming IS: 8183, IS: 8183 and IS: 8183 a tolerance of -2+6mm of rockwool RB slabs unfaced (Binder < 3.5%); conforming to IS: 8183/ASTM C 612 latest edition with amendments. Non-combustible when tested as per BS 476 Part 4 or Al when tested as per EN 13501. The maximum service temperature shall be 700°C. Shot content should be less than 2% for 500 microns & less than 10% for 250 microns when tested as per standard IS: 3144. Two random samples from each supplied batch will be test for shot content at the site. The melting point of the wool shall be more than 1000°C and wool shall be bio-soluble in accordance with EU directive 127/2008 or similar. All Above mentioned standard are as per latest edition with amendments. 615 12.55 Providing and fixing of minimum 12mm thick, 5 layered bubble Reflective thermal insulation made of 12 microns aluminum foil with minimum 97% Reflectivity on both outer sides, under both aluminum foil 4mm thick FR bubble insulation with Low Emissivity - 0.032 (ASTM1371), Fire Class A (ASTM E84) All five layers of insulation shall be stick with each other by registered manufacturer using hot process without using any kind of adhesive. Insulation shall be supplied in 1.10m wide roll width with 50mm wide factory-made cuts at both sides to joint another roll by using general stapler in case of new shed and adhesive in case of existing or self-supported roof. 12.55.1 Fixing of insulation on new work by laying horizontally on the purlins and perpendicular to the direction of purlins and fixing by using self- tapping screws at equal distance. Place and align the second roll of insulation parallel to the first roll and overlaps the adjacent rolls. After Insulation is fixed over the purlins the metal sheet is placed over insulation and drilled with self-tapping screws with purlins etc. complete, including all material and scaffolding. 12.55.2 Installation of insulation in Old Sheds where the sheets have been already fixed over the purlins so insulation shall be fixed under the purlins covering the roof bottom. Insulation roll to be unfolded at the bottom of the purlin horizontally and parallel to the roof and fixed by using the self- tapping screw with a washer at equal distance etc. Complete, including all material and scaffolding. 12.55.3 Insulation of Self-Supported Roof shall be applied under the roofing by using stud welding to the self- supported roof at a distance not be more than 300 mm in both directions. At each stud insulation roll shall be pushed against the studs so that it gets punctured and then non-returning washer has to be applied at the stud etc. complete, including all material and scaffolding. 616 12.56 Providing and fixing 50 mm thick extruded polystyrene rigid insulation board (XPS) of required size over- deck on ceiling surface, complying with ASTM C 578 - type VI, having thermal conductivity of 0.0289 W/mK as per ASTM C 518, compressive strength of > 350 kPa listed as per ASTM C 1621, density of 34-36 kg/m³ as per ASTM D 1622, water absorption < 1% by volume as per ASTM C 272, oxygen index of minimum 24 as per ASTM D 2863 and Fire retardant property as per DIN 4102, with preferred stone or pre-cast tiles shall be laid over the XPS board with suitable grouting including providing pre-fabricated EPDM drain outlets (Cement Screed casting shall be done at the junction of roof and parapet walls), all as per the directions of Engineer-in-charge. 617 12.57 Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of required size underdeck on ceiling surface, complying with ISO 4898:2008 & ASTM C 578-08b - type VI, having thermal conductivity of 0.0289 W/m K as per ASTM C 578 Fire retardant property as per DIN 4102, Part 1 of class B2 and as per ASTM E84 class A, fixed with suitable water based adhesive and fastener, complete in all respect as per the directions of Engineer-in-Charge. 618 12.58 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, jointing tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with: 12.58.1 10mm thick plaster of Paris (gypsum anhydrous) sheet 10mm thick pop board 12.58.1.1 Flat surfaces 12.58.1.2 Curved surfaces 12.58.1.3 Sunk or raised mouldings 12.58.1.4 Extra for providing in the plaster of Paris (Gypsum anhydrous) ceiling above 5 metre height from floor level. 12.58.2 12.5 mm thick tapered edge gypsum board 12.58.2.1 Plain board conforming to IS: 2095- Part I : 2011 (Board with BIS certification marks). 12.58.2.2 Fire resistant Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3) : 1996 (Board with BIS certification marks) 12.58.2.3 Gypsum moisture resistant board. 12.58.2.4 Fully Perforated Gypsum Plaster Board having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer-in-charge and as per manufacturers specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60. 12.58.3 8 mm thick Calcium Silicate Board made with Calcareous and Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process. 619 12.59 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of mainT runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre- painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. 12.59.1 GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. 12.59.2 GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. 12.59.3 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a ompletely sealed unit. 12.59.4 12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard having glass fibre conforming to IS: 2095 part I, of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm c/c with center borders of 48 mm and the side borders of 30 mm, backed with non woven tissue on the back side, having an NRC (Noise Reduction Coefficient) of 0.79, with 50 mm resin bonded glass wool backing. 12.59.5 Glass fiber Acoustical Suspended Ceiling System with 16 mm thick tegular edge or micro look edge tiles of size 595x595mm.The tiles should have Humidity Resistance (RH) of 99%, NRC 0.5, Light Reflectance ≥83%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Colour White, Fire Performance UK Class 0 / Class 1 (BS 476 pt - 6 and7) in module size of 600 x 600 x 16mm with Bio Block coating on the face of the tile, suitable for Green Building application, with Recycled content of 38 - 41%. The Tile and Grid system used together should carry a 15 year warranty. 12.59.6 8mm thick non-asbestos multipurpose termite, fire & moisture resistance cement bonded particle board as per IS: 14276, white primedcolour tiles of size 595X595 mm. 12.59.7 6mm thick non-asbestos multipurpose termite, fire & moisture resistance cement bonded particle board as per IS: 14276, white primed colour tiles of size 595X595 mm. 620 12.60 Providing and fixing GI Clip in Metal Ceiling System of 600x600 mm module which includes providing and fixing ‘C’ wall angle of size 20x30x20mm made of 0.5mm thick pre painted steel along the perimeter of the room with help of nylon sleeves and wooden screws at 300mm center to centre, suspending the main C carrier and in direction perpendicular to it at 600mm centers with help of suspension brackets. Wherever the main C carrier and spring T have to join, C carrier and spring T connectors have to be used. All sections to be galvanized @ 120 gms/sqm (both side inclusive) Fixing with clip in/swing down tiles into spring T with 12.60.1 GI Metal Ceiling Clip in /swing down plain Beveled edge global white color tiles of size 600x600 and 0.5mm thick with 25mm height, made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. 12.60.2 GI Metal Ceiling Clip in /swing down plain Beveled edge global white color tiles of size 600x600 and 0.5mm thick with 25mm height, made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8mm dia holes and having NRC of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation. 621 12.61 Providing & Fixing of Unperforated Antibacterial Metal Tile Ceiling System comprising of Tile of 600mm wide and 600mm long manufactured out of 0.7mm thick aluminium alloy 3105 with beveled edge of 4.15mm width and height of 32mm. The Tile will be manufactured on advanced equipment that includes several levelling stages in the manufacturing process by approved certified manufacturers. The Tile shall be clipped into clip in rail of 0.5mm thick G.I. in form of a grid system using a cross connector. The clip in rail shall be supported from slab by means of rigid Suspension of 4mm G.I.Road, Hold on Clamp with Clip. (Rate include all materials and labour). 622 12.62 Providing and fixing board ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately): 12.62.1 12mm thick insulating board 12.62.1.1 Natural colour insulating board 12.62.1.2 White face insulating board 12.62.1.3 Flame retardant face insulating board 12.62.2 Flat pressed 3 layer medium density particle board or graded particle board (Grade I) IS: 3087 12 mm thick marked in ceiling with necessary nails etc. complete 12.62.3 6 mm thick plain Multipurpose Cement board ( High Pressure steam cured ) as per IS : 14862, with suitable screws for fibre cement board in ceiling etc. complete 12.62.4 6mm thick High Pressure Steam Cured non asbestos, reinforced with cellulose fibres,Moistur& fire Resistance heavy duty fibre cement board, Type A,Category 4 conforming to IS 14862:2000.(for wet areas) 12.62.5 4 mm thick High Pressure Steam Cured non asbestos, pre-painted, self- embossed, designer cement boardType B, Category 3 conforming to IS 14862:2000 . of approved texture,design patterns 623 12.63 Extra for Circular cutting and wastages in ceiling with: board only (frame work) Natural colour insulating 12 mm thick board paid separately. 624 12.64 Extra for providing and fixing ceiling to curved surfaces in narrow widths 625 12.65 Providing and fixing false ceiling with 12 mm thick plain/ semi perforated or with design ceiling tiles of BWP type phenol formaldehyde synthetic resin bonded pressed particle board conforming to IS:3087, finished with a coat of aluminium primer on both sides and edges including two coats of synthetic enamel paint of approved quality on exposed face, fixed to a grid made out of anodised aluminium (with 15 micron anodic coating) The frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia M.S rod fixed to roof slab by means of ceiling cleats and dash fastener. The suspenders shall be placed 600 x 1200 mm centre to centre including fixing to the frame with C.P brass screws and applying a priming coat of zinc chromate yellow primer (aluminium frame work shall be paid separately). 626 12.66 Providing and Fixing colour coated profile sheet of minimum 1015 mm effective cover width and nominal 28.5 mm deep ribs with subtle square fluting in the five pan at nominal 203 mm centre-to-centre. The end rib shall be designed for anti-capillary action, to avoid any seepage of water through the lateral overlap. The sheet shall have brand marking of the manufacturer giving product details on the back of the sheet at every 1 meter c/c for confirming genuinity of the material. The sheet shall be fixed using self- drilling /self-tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape 627 12.67 Extra for providing 3 mm thick translucent white acrylic plastic sheets of approved quality in false ceiling instead of 12 mm thick plain or design particle board ceiling tiles. 628 12.68 Providing and fixing expanded polystyrene (thermacol) false ceiling (frame work to be paid separately) : 12.68.1 With Type N - Normal 50 mm thick 12.68.2 With Type SE - Self Extinguishing type 50 mm thick 629 12.69 Providing and fixing false ceiling with fabric fixing with nail etc. (frame work and beading to be paid separately). 12.69.1 costing upto 70/- per metre, 12.69.2 Rs 70- 150 per meter 12.69.3 Upto 200 per meter 630 12.70 Providing and fixing perforated Aluminium panel ceiling of white/ natural satin colour supplied by approved manufacturers consisting of panel of standard size with bevel edge, panel length up to 6 m, coil Coated on a Continuous Paint Line suitable for Interior application, double baked and roll formed from enamelled corrosion resistance aluminium alloy AA 5050 (Al. Mg) for higher strength and good roll forming characteristics. Panel carrier shall be suspended by means of G.I. threaded rod having 6 mm diameter at a distance of 1.5 mtr. Actual distance of threaded rod/carrier might vary and to be calculated based on the actual drawing and site condition. The Measurements shall be wall to wall without any deductions for lights, diffusers, columns etc. 12.70.1 With panels of size 300mm wide X30mm deep X 0.7mm thick and panel carrier of size 40.5mm wide X 62mm deep X 0.9mm thick 12.70.2 With panels of size 150mm wide X 15.5 mm deep X 0.5mm thick and panel carrier of size 32mm wide X 39mm deep X 0.95mm thick 12.70.3 With panels of size 84mm wideX16mm deep X 0.5mm thick and panel carrier of size 62mm wide X 29mm deep X 0.95mm thick 631 12.71 Providing and fixing un-perforated Aluminium Panel ceiling Supplied by approved manufacturers of standard white/ natural satin shade consisting of panel 30 mm/80mm/130mm/180mm wide X 15 mm deep X 0.5mm /0.6mm thick respectively, with square edges having panel length up to 6 mtr, Coil Coated on a Continuous Paint Line, Double baked and roll formed from enamelled corrosion resistance Aluminium alloy AA 5050 (Al.Mg) for higher strength and good roll forming characteristics. The Carrier shall be suspended by means of G.I. suspension rod 4mm diameter, and a Galvanised suspension spring clip at a distance of 1.7mtrs centre to centre. Actual distance of threaded rod/carrier might vary and to be calculated based on the actual drawing and site condition. The Measurements shall be wall to wall without any deductions for lights, diffusers, columns etc. 632 12.72 Providing and fixing U Baffle Aluminium panel ceiling of different colors and finish supplied by approved manufacturers, consisting of panel size 50 mm width X 100 mm deep using 0.6 mm thick, panel length upto 4 mtr, Coil Coated on a Continuous Paint Line, Double baked and roll formed from enamelled corrosion resistance Aluminium alloy AA 3005 (Al. Mg) for higher strength and good roll forming characteristics. Actual distance of threaded rod/carrier might vary and to be calculated based on the actual drawing and site condition. The measurements shall be wall to wall without any deductions for lights, diffuses, columns etc. As an option, ceiling area above U Baffle can be painted by the contractor in black colour or any other colour as per the architect for better aesthetics before fixing this system. 12.72.1 Standard White / Natural Satin Shade 12.72.2 Wooden Finish 633 12.73 Supply & Fixing of perforated G.I false ceiling tile or plank using torsion spring fixing system supplied by approved manufacturer comprising of tile of 600 mm wide and 600 mm long manufactured out of 0.5 mm thick or plank of 600mm wide and 1200 mm long manufactured out of 0.6mm thick galvanised steel perforated with 2 mm dia. at a distance of 5mm centre to centre. Non-woven felt made of glass- reinforced fibre glued over the perforation at the back side of panels to provide noise reduction co efficient up to 0.7 NRc. “Tee” sections, 3.6m long, with factory punched flanges to receive torsion spring assembly. Main Tee on centre spacing to match panel length. Cross runners 24 mm deep, inverted “Tee” sections designed to interlock in to web of main tee section on designated spacing. Cross tee length to match panel length. Cross tees are spaced at a spacing of 600 mm on centre maximum. The measurements shall be wall to wall without any deductions for lights, diffusers, columns etc. 12.73.1 Tile of 600 mm wide ,600 mm long and 0.5 mm thick 12.73.2 Plank of 600mm wide ,1200 mm long and 0.6mm thick 634 12.74 Providing and fixing of composite perforated Gypsum board with Glass wool Fiber panel of Size 595x595x25 mm with 10mm square Perforation tiles false ceiling in true horizontal level suspended on interlocking metal grid of hot dipped galvanized steel section (Galvanized @ 120 gms/sqm both sides inclusive) consisting of main “ “T” runners to be suspended from ceiling using GI slotted plates of size 27x37x25x1.6 mm fixed to ceiling with 12.50 mm dia and 40 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85x30x0.80 mm spaced @ 1200mm centre to centre along with main T, bottom exposed width of 24mm of all T-sections shall be pre- painted with polyester paint all complete at all heights as per specifications and drawings and as directed by Engineer-in-Charge. 635 12.75 Providing and fixing of Composite perforated MDF board with Glass wool Fiber panel of Size 595x595x18 mm 10mm Square Perforation tiles (Square /Tegular Edge) false ceiling in true horizontal level suspended on interlocking metal grid of hot dipped galvanized steel section (Galvanized @ 120 gms/sqm both sides inclusive) consisting of main “T” runners to be suspended from ceiling using GI slotted plates of size 27x37x25x1.6 mm fixed to ceiling with 12.50 mm dia and 40 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85x30x0.80 mm spaced @ 1200mm centre to centre along with main T, bottom exposed width of 24mm of all T-sections shall be pre- painted with polyester paint all complete at all heights as per specifications and drawings and as directed by Engineer-in-Charge. 636 12.76 Providing and fixing of Perforated Gypsum board with Acoustical Glass Fiber Tissue faced panel of Size 595x595x12.5mm, Square 10mm Perforation tiles (Square Edge) false ceiling panels in true horizontal level suspended on interlocking metal grid of hot dipped galvanized steel section (Galvanized @ 120 gms/sqm both sides inclusive) consisting of main “T” runners to be suspended from ceiling using GI slotted plates of size 27x37x25x1.6 mm fixed to ceiling with 12.50 mm dia and 40 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85x30x0.80 mm spaced @ 1200mm centre to centre along with main T, bottom exposed width of 24mm of all T-sections shall be pre- painted with polyester paint all complete at all heights as per specifications and drawings and as directed by Engineer-in-Charge. 637 12.77 Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance≥ 85%, Thermal Conductivity k = 0.052 -0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking TGrid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling usinggalvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be prepainted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-incharge. With 16 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.55 to 0.6) 638 12.78 Providing and fixing false ceiling at all heights with 15 mm thick integral densified micro look edged non- cementitious light weight calcium silicate false ceiling tile reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge.80 grams per sqm) i.e. 50 mm long, 12 mm outer diameter M-6 dash fasteners with the help of Z cleat of 27x37x27x2 mm, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x25x2 mm. Galvanised iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm centre to centre and 40mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. 639 12.79 Providing and fixing false ceiling at all heights with 15 mm thick integral densified mirolook edge with BIO SAFE coating as per ISO 7251:2005, ISO 20743:2007 and ISO 21527-1:2008, making the tiles resistant to bacterial growth in case of any external bacterial contact made onto the surface of tiles, non-cementitious light weight calcium silicate false ceiling tile reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm with the help of Z cleat of 27x37x27x2 mm, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x25x2 mm. Galvanised iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm centre to centre and 40mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. 640 12.80 Providing and fixing in position wall panelling at all heights with 15 mm thick fully perforated square/butt edge light weight calcium silicate panels/ tiles., non-cementitious, reinforced with fibre and natural filler, having NRC (Noise Reduction Coefficient) of 0.10-0.20 for plain and designer 0.15-0.40 for pinhole texture and NRC 0.45-0.65 for fully perforated tiles as per IS 8225:1987, sound attenuation STA-32db. of 0.75 (minimum) as per IS 8225:1987, Light Reflectance of 85% (minimum), non-combustible as per BS:476 (part-4), 50-52% recycled content including fly ash, The joints between the panels are to be duly jointed and finished using recommended jointing calcium silicate based compound and fibre joint tape roll 50mm wide (90 metre) roll and two coats of primer suitable for panelling as per manufacturers specification as per direction of engineer-in-charge all complete. With 15 mm thick fully perforated square/butt edge light weight calcium silicate panels/ tiles. 641 12.81 Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced Gypsum) false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having moisture content less than 2%, humidity resistance of 99%, NRC0.50 to 0.75 as per IS 8225:1987, Galvanised iron perimeter wall angle of size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall wood screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in- Charge. 12.81.1 With semi perforated 12mm thick micro tegular edged GRG false ceiling tiles. 12.81.2 With fully perforated 10mm thick square edged GRG false ceiling tiles for sound proof and acoustic. 642 12.82 Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped 387alvanized steel sections (387alvanized387 @ 120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cros‘T’, bottom exposed with 24 mm of all Tsections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer- in-Charge.Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/ opening (cut outs) having area less than 0.30 sqm.The calcium silicate ceiling tile shall have NRC value of 0.50 (Minimum), light reflection > 85%, non- combustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity 643 12.83 Providing and fixing upvc plank, Plank size (340 X 2700 ) mm as per approved shade, the panel shall be laser catted end of plank fixing j-trim fixed and corner edge of ceiling fixed u pvc clip same colour and providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 125 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts,other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular,j trim end clip includes in this item any other item not be paid sepratly complete in all respect as per the directions of Engineer-in-Charge. . 644 12.84 Providing & Fixing PVC ceiling system profile panel with click system interlock panel size 4000mmx340mmx1mm resistance to weather perfect finish in wood grain & solid colour maintenance free Resistance to weather truly anti bacterial. with edge profile J-trim on periphery & center profile T-trim in panel joint Complete System to be fixed on G.I. framework of ceiling section at 450 mm distance with enter section suspended by roof by G.I. angle hanger in proper line & level etc complete . PRODUCT SPECIFICATIONS: Meets or exceeds the standard specification of (ASTM D-4477) and its referenced documents. observed. (Tested at 50 LBS) Tensile strength, MPa: >37.0 Tensile modulus, MPa: >2000 Surface distortion: None at 120F Squareness: <1/8” of square Length: Within ¼” of specification Lock control: Complies Color Change: <2 grayscales (16 hrs under 1200W/m2 UV radiation at 50 degrees) 645 12.85 Design built, supply and erection of Tensile (fabric) structure system including designing and fabrication in M.S. steel tubular structure as per Indian standard section as per approved design and shape including base plate, dash fastener, clits etc. Cutting, patterning, plotting and wielding of fabric with the help of tensile structure software. Fabric should be wielded by high frequency PVC wielding in proper line with PVC cader to be fixed on end of the fabric and to be stretched & fixed on M.S. design structure with the help of. M.S. Flat bar with self-taping screw. M.S. structure to be painted with one coat of epoxy primer with MRF PUpaint of approved colour in desired shape. With 1050 GSM tensile fabric 12.85.1 With precontraint tensile membrane 1050 GSM (20 years Warranty) 12.85.2 With precontraint tensile membrane 1050 GSM (15 Years warranty) 646 13.1 12 mm cement plaster of mix : 13.1.1 1:4 (1 cement : 4 sand) 13.1.2 1:6 (1 cement : 6 sand) 647 13.2 15 mm cement plaster on the rough side of single or half brick wall of mix 13.2.1 1:4 (1 cement : 4 sand) 13.2.2 1:6 (1 cement : 6 sand) 648 13.3 20 mm cement plaster of mix : 13.3.1 1:4 (1 cement : 4 sand) 13.3.2 1:6 (1 cement : 6 sand) 649 13.4 12 mm cement plaster finished with a floating coat of neat cement of mix : 13.4.1 1:3 (1 cement : 3 sand) 13.4.2 1:4 (1 cement : 4 sand) 650 13.5 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 13.5.1 1:3 (1 cement : 3 sand) 13.5.2 1:4 (1 cement : 4 sand) 651 13.6 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 sand) finished with a top layer 6mm thick cement plaster 1:4 (1 cement : 4 sand). 652 13.7 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 sand) and a top layer 6mm thick cement plaster 1:3 (1 cement : 3 sand) finished rough with sponge. 653 13.8 6 mm cement plaster of mix : 1:3 (1 cement : 3 sand) 654 13.9 6 mm cement plaster 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. 655 13.10 Neat cement punning 656 13.11 Rough cast plaster upto 10m height above ground level with a mixture of sand and gravel or crushed stone from 6mm to 10mm nominal size dashed over and including the fresh plaster in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 sand) and top layer 10mm cement plaster 1:3 (1 cement: 3 sand) mixed with 10% finely grounded hydrated lime by volume of cement. Finished with ordinary cement. 657 13.12 Pebble dash plaster upto 10m height above ground level with a mixture of washed pebble or crushed stone 6mm to 12.5mm nominal size dashed over and including fresh plaster in two layers under layer 12mm cement plaster 1:4 (1 cement: 4 sand) and top layer 10mm cement plaster with cement mortar 1:3 (1 cement: 3 sand) mixed with 10% finely grounded hydrated lime by volume of cement. 658 13.13 Providing sand faced plaster upto 10meter hight above ground level concrete or brick masonry surfaces in two coats, base coat of 13 mm thick in cement mortar 1:4 (1 cement: 4 sand), clearing the surface by combing it and finishing coat of 8 mm. thick in cement mortar 1:3 (1 cement: 3 sand) and taking out surface grains by mechanical arrangement or applying second coat by mechanical means including cost of all material, labour, and T and P including all lead, lift and scaffolding etc. complete. 659 13.14 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. 660 13.15 Extra for plastering 13.15.1 Exterior walls of height more than 10 m from ground for every additional height of 3 m or part thereof 13.15.2 Interior walls of height more than 6 m from floor level for every additional height of 3 m or part thereof 661 13.16 Extra for plastering on circular work not exceeding 6 m in radius: 13.16.1 In one coat 13.16.2 In two coats 662 13.17 Extra for plastering done on moulding cornices or architraves including neat finish to line and level: 13.17.1 In one coat 13.17.2 In two coats 663 13.18 Extra for plastering Spherical, Groined ceiling, Flewing soffits. 13.18.1 Spherical ceiling 13.18.2 Groined ceiling 13.18.3 Flewing soffits 664 13.19 Washed stone grit plaster on exterior walls of height upto 10 M. above ground level in two layers, under layer 12mm cement plaster 1:4 (1 cement : 4 sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement : 1/2 sand : 2 stone chipping 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings,complete as per specification and direction of Engineer- in- charge (Payment for providing grooves shall be made separately). 665 13.20 Forming groove of uniform size 20 or 15 mm wide and 15 mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 666 13.21 Extra for washed grit plaster on exterior/interior walls of height more than 10m from ground/floor level for every additional height of 3 m or part thereof. 667 13.22 Extra for washed stone grit plaster on circular work not exceeding 6m in radius (in two coats). 668 13.23 Forming groove of uniform size from 12x12mm and upto 25x15mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. 669 13.24 Extra for using white cement in place of ordinary cement in the top layer of the item of washed stone grit plaster. 670 13.25 Providing and applying 12 mm thick (average) premixed formulated one coat gypsum lightweight plaster having additives and light weight aggregates as vermiculite/ perlite respectively conforming to IS: 2547 (Part -1 and II) 1976, applied on hacked/ uneven background such as bare brick/ block/ RCC work on walls and ceiling at all floors and locations,excluding in wall which may come in contact with dampness finished in smooth line and level etc. complete. 671 13.26 Extra for addition of synthetic Polyester triangular fibre of length 6mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement plaster/mortar by using 125gms. Of synthetic Polyester triangular fibre for 50 Kgs. cement used in cement mortar as per directions of Engineer-in-Charge. 672 13.27 Providing and fixing mesh in vertical and horizontal junction of RCC and brick/AAC work including scaffolding and all lead and lift etc. complete 673 13.27.1 G.I. chicken mesh as per ISI specification and in the required width with 50mm long Bombay nails before plastering upt 10 meter height. 13.27.2 Providing and fixing fibre mesh of 145 GSM weight in required width with cement mortar before plastering upto 10m height. 674 13.28 12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement : 4 sand) : 13.28.1 Flush Band 13.28.2 Sunk Band 13.28.3 Raised Band 13.28.4 Moulded Band 675 13.29 18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement : 4 sand): 13. 29.1 Flush Band 13. 29.2 Sunk Band 13. 29.3 Raised Band 13. 29.4 Moulded Band 676 13.30 18 mm thick moulded cement mortar band in two coats under layer 12mm thick with cement mortar 1:5 (1 cement : 5 sand) top layer 6mm thick with cement mortar 1:4(1 cement : 4 sand). 677 13.31 Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 sand) : 13.31.1 Flush / Ruled/ Struck or weathered pointing. 13.31.2 Raised and cut pointing 13.31.3 Sunk pointing 678 13.32 Pointing on stone work with cement mortar 1:3 (1 cement: 3 sand). 13.32.1 Flush/ Ruled pointing 13.32.2 Raised and cut pointing 679 13.33 Raised and cut pointing on stone work in white cement mortar 1:3 (1 white cement : 3 marble dust) 680 13.34 Pointing on stone slab ceiling with cement mortar 1:2 (1 cement : 2 sand): Flush/ Ruled pointing 681 13.35 Extra for pointing on walls on the outside/inside at height more than 10 metre from ground/floor level for every additional height of 3 m or part there of. 682 13.36 Providing and fixing broken glass in cement mortar 1.3 including cost of mortar, over compound walls. 683 13.37 Providing and fixing writing board green writing with chalk (regular modified polyster coated steel surface). of sizes. 13.37.1 size 1200mmx1800mm 13.37.2 size 1200mmx2400mm 13.37.3 size 1200mmx3000mm 684 13.38 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete 685 13.39 Providing and applying plaster of paris punning of 10 mm average thickness over plastered surface to prepare the surface even and smooth complete. 686 13.40 Extra for lining out plaster to imitate stone or concrete blocks walling. 687 13.41 Providing and applying white cement based putty of average thickness 1 mm, of approved brand over the plastered wall surface to prepare the surface even and smooth i/c all cost of material, labour and scaffold etc in all position complete. Note : Putty shall be applied only on the internal walls, for application on the exterior walls prior permission of APD/Chief Engineer will be required. 688 13.42 Providing and applying special putty in two coats based materials varnish, Belgium chalk, turpentine oil, white paint, safeda including sand papering for making the surface smooth for applying any or vinyl paints including all cost of material and labouretc complete. 689 13.43 White washing with lime to give an even shade: New work (three or more coats) 690 13.44 Colour washing such as green, blue or buff to give an even shade: New work (two or more coats) with a base coat of white washing with lime. 691 13.45 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound) content less than 50 grams/ltr of approved manufacturer, of required shade and colour complete, as per manufacturers specification. Two or more coat on new work. 692 13.46 Wall painting by any mechanical or manual means with plastic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work 693 13.47 Distempering by any mechanical or manual means with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. 13.47.1 One coat. 13.47.2 Two coats. 694 13.48 Wall painting by any mechanical or manual means with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. 13.48.1 One coat. 13.48.2 Two coats. 695 13.49 Wall painting by any mechanical or manual means with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/ litre. of approved brand and manufacture, including applying additional coats wherever required to achieve even shade. 696 13.50 Finishing walls by any mechanical or manual means with water proofing cement paint of required shade: New work (Two or more coats applied @ 3.84 kg/10 sqm). 697 13.51 Finishing walls by only mechanical or manual means with textured exterior paint of required shade: New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm. 698 13.52 Finishing walls by any mechanical or manual means with Acrylic Smooth exterior paint (Economy Exterior) of required shade including all scaffolding. New work (Two or more coat applied @1.67ltr/10sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5mm on horizontal surfaces with an elongation of 150% and water proofing of upto 3 bars on vertical surface 699 13.53 Finishing walls by any mechanical or manual means with Premium Acrylic Smooth exterior paint (Premium exterior) of required shade including all scaffolding. New work (Two or more coat applied @1.67ltr/10sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5mm on horizontal surfaces with an elongation of 150% and water proofing of upto 3 bars on vertical surface) 700 13.54 Finishing walls by any mechanical or manual means with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 13.54.1 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture 13.54.2 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture. 13.54.3 Two or more coats applied on walls @ 1.25 ltr/10 sqm. Over and including one coat of Special primer applied @ 0.75 ltr / 10 sqm. 701 13.55 Painting with silicon and acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces: 13.55.1 One coat 13.55.2 Two coats 702 13.56 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete. 13.56.1 On steel work 13.56.2 On concrete work 703 13.57 Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution. 704 13.58 Applying a coat of mordant solution on G.S. sheet : 13.58.1 With a solution of 38 gms of copper acetate in a litre of soft water 13.58.2 With a solution made of 13 gms of hydrochloric acid in a solution of 13 gms each of copper chloride, copper nitrate and ammonium chloride dissolved in a litre of soft water. 705 13.59 Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint approved brand and manufacture over and including a priming of ready mixed zinc chromate yellow primer on new work : 13.59.1 75 mm diameter pipes 13.59.2 100 mm diameter pipes 13.59.3 150 mm diameter pipes 706 13.60 Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour over a priming coat of approved steel primer on new work. 13.60.1 75 mm diameter pipes 13.60.2 100 mm diameter pipes 13.60.3 150 mm diameter pipes 707 13.61 Painting with oil type wood preservative of approved brand and manufacture: New work (two or more coats) 708 13.62 Providing and applying two coats of fire retardant paint on cleaned wood/ply surface @ 3.5 sqm per litre per coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant. 709 13.63 Coal tarring two coats on new work using 0.16 and 0.12 litre coal tar per sqm in the first coat and second coat respectively. 710 13.64 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. 711 13.65 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. 712 13.66 Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. 13.66.1 One coat. 13.66.2 Two coats. 713 13.67 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. 13.67.1 With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre. 13.67.2 With ready mixed red oxide zinc chromatic on steel/ iron works having VOC content less than 250 grams/litre. 13.67.3 With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. 714 13.68 Painting with aluminium paint of approved brand and manufacture to give an even shade. Two or more coats on new work. 715 13.69 Painting with acid proof paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work. 716 13.70 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade: Two or more coats on new work. 717 13.71 Floor painting with floor enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work 718 13.72 Varnishing with varnish of approved brand and manufacture: 13.72.1 Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish. 13.72.2 Two or more coats glue sizing with spar varnish or an under coat of flatting varnish. 719 13.73 French spirit polishing: Two or more coats on new works including a coat of wood filler. 720 13.74 Polishing on wood work with ready mixed wax polish of approved brand and manufacture: New work. 721 13.75 Lacqer polishing on door windows by preparing the surface applying putty base course. Prepare the surface smooth by sand papering and then applying lacqer polish with air compressor. Two or more coats on new works including a coat of wood filler. 722 13.76 Mealamine polishing on door windows by preparing the surface applying putty base course. Prepare the surface smooth by sand papering and then applying mealamine polish with air compressor. Two or more coats on new works including a coat of wood filler. 723 13.77 Floor polishing on masonry or concrete floors with wax polish of approved brand and manufacture. 724 13.78 Lettering with black Japan paint of approved brand and manufacture. 725 13.79 Providing and applying flakes textured homogeneous wall finishing system consisting of a two component system of dry flakes (9.5kgs per/pack) made of a special grade of heat treated China clay with rigid homopolymer coated with fade resistant pigments and a 100% acrylic polymer Bonding agent (5kgs/pack) applied thickness of the coating being between 0.8-1.2mm, to be applied in single coat, on a cured, smooth level plaster surface without keying, as per the shades/ combinations approved, as per manufacturers directions for usage, to be applied by approved applicator of manufacturer, as per direction/ supervision of the engineers-in-charge inclusive of one coat of primer on the base at all heights etc all complete. 726 13.80 Providing and applying Granules homogeneous wall finishing system consisting of a two component system of dry granules (25 kgs/pack) made of 92% silica particles coated with fade resistant pigments and a 100% acrylic Polymer Bonding agent (5 kgs/pack) with the applied thickness of coating as required to be applied in single coat, on a cured. Smooth level plaster surface without keying as per the shades/combinations approved. As per the manufacturers directions for usage, to be applied by approved applicator of manufacturer, as per the directions/supervision of engineers in charge, all complete inclusive of primer on the base. 13.80.1 0.8-1.2mm thickness 13.80.2 2.0-2.5mm thickness 727 13.81 Providing and Applying Roto Wall finishing system being a dispersion of inorganic fillers, calcite, pure silica, quartz and broad spectrum fungicides stabilized by an acrylic co-polymer, to be applied by means of customized trowels (one for incorporating material on base and spreading and other for finishing) in single coat with a coating thickness of 2.0-2-2.5mm on a cured smooth level plaster without keying, by the approved applicator of manufacturer, of the approved shade as per directions for usage all inclusive including primer coat on the base. 728 13.82 Providing and plastering over AAC masonary wall with polymer modified cement based readymix factory controlled mortar with self curing, eco- friendly, wet premix in a mechanical mixer in thickness as specified below, and covering area of 2.04 kg per sqm/mm thickness. The Bulk density of ready mix plaster may vary from 1300 to 1600 Kg/cum, Water powder ratio (as per manufacture’s direction) may vary from 18-22 % by weight or as specified by the manufacturer and compressive strength may vary from 8-9 Mpa. 13.82.1 6 mm thick plaster for internal walls 13.82.2 8 mm thick plaster for external walls exposed to weather. 729 13.83 Providing and fixing including Designing and UV printing on aluminium composite material (ACM) sheet in different sizes with 720DPI (Dot per inch) 13.83.1 ACP sheet 2mm thick 13.83.2 ACP sheet 3mm thick 13.83.3 ACP sheet 4mm thick 730 13.84 Providing and fixing including designing and UV printing on pvc foam sheet of different size with 720 DPI (Dot per inch) 13.84.1 PVC foam sheet 3.0 mm thick 13.84.2 PVC foam sheet 5.0 mm thick 13.84.3 PVC foam sheet 8.0 mm thick 731 13.85 Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives.New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. 732 13.86 Providing and fixing 50 mm thick extruded polystyrene rigid insulation board (XPS) of required size over outer wall surface, complying with ASTM C 578 - type VI, having thermal conductivity of 0.0289 W/mK as per ASTM and Fire retardant property as per DIN 4102, Part 1. XPS insulation of thickness 50mm shall be placed over brushed, algae free and levelled external wall by connecting the ship-laps joints and fixed by the washer and Self-Tapping Screw of suitable length at each corner and at distance 75mm from the edge and bitumen shall be applied over the joints and G.I. Expanded Mesh (Barfi Jali) shall be fixed over XPS board by a Self- Tapping Screw of suitable length at the centre of the board and 15mm PCC shall be applied over the board (paint of suitable choice can be used), all as per the directions of Engineer-in-Charge. 733 13.87 Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of required size between cavity wall, complying with ISO 4898:2008 & ASTM C 578-08b - type VI, having thermal conductivity of 0.0289 W/m K as per ASTM C 578 (measured as per IS 3346), compressive strength of > 350 kPa listed as per ASTM D 1621, density of 34-36 kg/cum as per ASTM D 1622, water absorption < 1% by volume as per ASTM D 2842, oxygen index of 24.1 to 28.1 listed as per ASTM D 2863, cell size 0.4 mm of dia (max) as per ASTM D 3576. Fire retardant property as per DIN 4102, Part 1 of class B2 and as per ASTM E84 class A, fixed with suitable water based adhesive and fastener, complete in all respect as per the directions of Engineer-in-Charge. 734 13.88 Painting with oil type wood preservative of approved brand and manufacture: Old work (one or more coats) 735 13.89 Scrapping/sand papering of existing surface with the help of mechanized sanding machine (having mechanical vaccum machine with bag for dust collection to make surface even and smooth) as per direction of Engineer-in- Charge. 736 13.90 Providing and applying 1 coat of Triple booster primer-resist dampness, efflorescence, alkali & at the same time improve top coat coverage by 15-20% @1.0 lt/ 10 sqm, which confirms certfication of IS 109/1968. It can be applied by Brush/ Spray Machine and the work shall be carried out as per secification& the direction of the Engineer-in-Charge. 737 13.91 Finishing walls with water based anti- germ paint of with VOC < 50 g/l, that kills disease causing germs, teflon based washability and Anti fungal properties in two or more coats @ 1.08 ltr / 10 sqm over priming coat of interior primer applied @ 1.08 ltr / 10 sqm of required shade including removing of all dust complete as per direction of Engineer- in-Charge and submission of challans of materials on enquiry. 738 13.92 Providing and applying in two coats of 250 micron thick each layer of epoxy coating on prepared surface (cost includes preparing the plastered surface smooth ready to receive epoxy coating) for operation theater walls in desired colour as per direction of Engineer-in-Charge. 739 14.1 Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50metres lead : With cement mortar 1:4 (1 cement : 4 sand). 740 14.2 Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete including disposal of rubbish to the dumping ground within 50 meters lead : 14.2.1 Door chowkhats 14.2.2 Window chowkhats 14.2.3 Clerestory window chowkhats 741 14.3 Fixing chowkhat in existing opening in brick / RCC wall with dash fasteners/ chemical fastener of appropriate size (3nos on each vertical member of door chowkhat and 2 nos. on each vertical member of window chowkhats) including cost of dash fasteners/ chemical fastener. 742 14.4 Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete to match existing surface i/c disposal of mulba/ rubbish as directed by Engineer- in-charge. For door/ window/ clerestory window. 743 14.5 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: 14.5.1 Float glass panes of thickness 4 mm 14.5.2 Float glass panes of thickness 5.5 mm 744 14.6 Renewing glass panes with now wooden fillets wherever necessary: 14.6.1 Float glass panes of thickness 4 mm 14.6.2 Float glass panes of thickness 5.5 mm 745 14.7 Renewing glass panes and refixing existing wooden fillets: 14.7.1 Float glass panes of thickness 4 mm 14.7.2 Float glass panes of thickness 5.5 mm 746 14.8 Supplying and fixing new wooden fillets wherever necessary: 14.8.1 2nd class teak wood fillets 14.8.2 Haldu/Bija/Kail wood fillets. 747 14.9 Renewal of old putty of glass panes (length). 748 14.10 Refixing old glass panes with putty and nails. 749 14.11 Fixing old glass panes with wooden fillets (excluding cost of fillets). 750 14.12 Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 751 14.13 Replacing sand stone slabs in roofing laid in cement mortar 1:4 (1 cement : 4 sand) including necessary repairs and cement pointing with same mortar complete including disposal of rubbish to dumping ground within 50 metres of lead : 14.13.1 Red/ white sand stone slabs 30 to 50 mm thick. 752 14.14 Renewing wooden battens in roofs, including making good the holes in wall and painting with oil type wood preservative of approved brand and manufacture complete including removal of rubbish to the dumping ground within 50 metres lead : 14.14.1 Sal wood battens. 753 14.15 Renewing wooden beams in roofs including making good the holes in walls and painting with oil type wood preservative of approved brand and manufacture complete including removal of rubbish to the dumping ground within 50 metres lead : 14.15.1 Not exceeding 4.00 metres in length. 14.15.1.1 Sal wood beams 14.15.1.2 Haldu/Bija/Kail wood fillets. 14.15.2 Above 4.00 metres and upto 5.00 metres length. 14.15.2.1 Sal wood beams 14.15.2.2 Haldu/Bija/Kail wood fillets. 754 14.16 Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering including disposal of rubbish to the dumping ground within 50 metres lead. 755 14.17 Taking out wind ties from roof including cutting out rusted bolts, nuts etc. and removing materials to any distance within compound and stacking. 756 14.18 Fixing of old wind tie with new fittings including painting two or more coats with anticorrosive bitumastic paint of approved brand and manufacturer over and including priming coat of ready mixed zinc chromate yellow primer of approved brand. 757 14.19 Renewing bottom rail and/or top runner of collapsible gate including making good all damages and applying priming coat of zinc chromate yellow primer of approved brand and manufacturer. 758 14.20 Renewing Wrought iron or M.S. Wheel or roller of steel door or gate and fitting and fixing the same with necessary clamps, nuts and bolts/welding and erection etc. complete. 14.20.1 Wheel 50 mm dia. and below. 14.20.2 Wheel above 50 mm dia. 759 14.21 Providing and fixing 25 mm thick shutters for cupboard etc. : 14.21.1 Panelled or panelled and glazed shutters : 14.21.1.1 Superior class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. 14.21.1.2 Ist class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. 14.21.2 Glazed shutters : 14.21.2.1 Superior class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. 14.21.2.2 Ist class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws. 760 14.22 Providing and fixing plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10mm laths placed 35mm apart (frames to be paid separately) including fixing 50x12mm beading complete with: 14.22.1 Second class teak wood. 14.22.2 Hard wood, finger jointed 761 14.23 Providing and fixing curtain rods of 1.25mm thick brass plates with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete. 14.23.1 20 mm diameter. 14.23.2 25 mm diameter. 762 14.24 Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of windows and clerestory windows. 763 14.25 Providing joists (karries) including hoisting fixing in position and applying wood preservative on unexposed surface etc. complete with: 14.25.1 Sal wood. 14.25.2 Haldu/Bija/Kail wood. 764 14.26 White washing with lime old work to give an even shade : 14.26.1 two or more coats 14.26.2 one or more coats 765 14.27 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 766 14.28 Distempering with dry distemper of approved brand and manufacture (one or more coats) and of required shade on old work to give an even shade. 767 14.29 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: Old work (one or more coats). 768 14.30 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 769 14.31 Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Old work (one or more coats). 770 14.32 Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with black anticorrosive bitumastic paint of approved brand and manufacture on old work : 14.32.1 75 mm diameter pipes 14.32.2 100 mm diameter pipes 14.32.3 150 mm diameter pipes 771 14.33 Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with aluminium paint of approved brand and manufacture on old work : 14.33.1 75 mm diameter pipes 14.33.2 100 mm diameter pipes 14.33.3 150 mm diameter pipes 772 14.34 Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 14.34.1 75 mm diameter pipes 14.34.2 100 mm diameter pipes 14.34.3 150 mm diameter pipes 773 14.35 Painting with oil type wood preservative of approved brand and manufacture: Old work (one or more coats) 774 14.36 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One or more coats on old work. 775 14.37 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: One or more coats on old work. 776 14.38 Painting with aluminium paint of approved brand and manufacture to give an even shade: One or more coats on old work. 777 14.39 Painting with acid proof paint of approved brand and manufacture of required colour to give an even shade: One or more coats on old work. 778 14.40 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade: One or more coats on old work. 779 14.41 French spirit polishing: One or more coats on old work. 780 14.42 Mealamine polishing on wood work by preparing the surface applying putty base course. Prepare the surface smooth by sand papering and then applying Mealamine polish with air compressor. One or more coats on old work. 781 14.43 Lacquer polishing on wood work by preparing the surface applying putty base course. prepare the surface smooth by sand papering and then applying Lacquer polish with air compressor 14.43.1 One or more coats on old work. 782 14.44 Polishing on wood work with readymade wax polish of approved brand and manufacture : 14.44.1 Old work 783 14.45 Re-lettering with black Japan paint of approved brand and manufacture. 784 14.46 Painting (one or more coats) with black Japan paint of approved brand and manufacture to give an even shade. 785 14.47 Providing and fixing C.P. brass chain and rubber plug complete for sink or wash basin : 14.47.1 32 mm dia 14.47.2 40 mm dia 786 14.48 Distempering with 1st quality acrylic washable distemper (ready mixed) of approved manufacturer and of required shade and colour complete. As per manufacturers specification. One or more coats on old work. 787 14.49 Finishing walls with water proofing cement paint of required shade : 14.49.1 Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 liters/10 sqm complete including cost of Priming coat. 14.49.2 Old work (one or more coats @ 2.20 kg/10 sqm) complete. 788 14.50 Finishing walls with textured exterior paint of required shade : 14.50.1 Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm. 14.50.2 Old work (One or more coats) applied @ 1.82 ltr/10 sqm. 789 14.51 Finishing walls with Acrylic Smooth exterior paint of required shade : 14.51.1 Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface). 14.51.2 Old work (One or more coat applied @ 0.90 ltr/10 sqm). 790 14.52 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade 14.52.1 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface. 14.52.2 Old work (one or more coats applied @ 0.83 ltr/10 sqm). 791 14.53 Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 14.53.1 One or more coats applied on walls @ 0.85 ltr/10 sqm. 14.53.2 Painting wood work with Deluxe Multi Surface Paint of required shade. One or more coat applied @0.70 ltr/10 sqm 14.53.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. One or more coat applied @0.70 ltr/10 sqm. 792 14.54 Varnishing with varnish of approved brand and manufacture: 14.54.1 One or more coats with copal varnish. 14.54.2 One or more coats with spar varnish. 793 14.55 Melamine polishing on wood work (one or more coat). Old work 794 14.56 Varnishing with flatting varnish of approved brand and manufacture one or more coats on old work. 795 14.57 Floor painting with floor enamel paint of approved brand and manufacture of required colour to give an even shade. One or more coat on old work. 796 14.58 40 mm thick stone flooring over 20 mm (average)thick base of cement mortar 1:5 (1 cement : 5 sand) including pointing with cement mortar 1:2 (1 cement : 2 sand) with an admixture of pigment to match the shade of stone. Red sand stone / White sand stone) stone to be supplied by the department. 14.58.1 Rough chiseled dressed stone 14.58.2 Fine dressed stone 797 14.59 Coursed rubble masonry (second sort) with hard stone in Cement mortar 1:6 (1 cement : 6 sand) (Stone shall be supplied by the department) 798 14.60 Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50mm thick compacted bed of sand, filling the joints with sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). 799 14.61 Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 sand) including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5mm) including making drainage opening wherever required etc. complete as per direction of Engineer-in- charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost). 800 14.62 Colour washing with lime to give an even shade: 14.62.1 (one or more coats) 14.62.2 (two or more coats) 801 14.63 Conducting adequate nos. of scanning to detect the steel reinforcement in existing RCC elements by using ground/ Wall penetrating radar system to avoid the cutting of Main bars during drilling for inserting bolts etc. complete. 802 14.64 Chipping, Removing, Carefully loose plaster and Concrete work by low impact Hammer, Breaker without damaging the structure as Instructed by Engineer-in-Charge. 803 14.70 Rebaring of TMT bars by drilling hole & embedding bars of different diameter using epoxy grouting compound including all tools and tackles complete. 14.70.1 8 mm dia bar 10 mm dia hole 14.70.2 10 mm dia bar 12 mm dia hole 14.70.3 12 mm dia bar 16 mm dia hole 14.70.4 16 mm dia bar 20 mm dia hole 14.70.5 20 mm dia bar 25 mm dia hole 14.70.6 25 mm dia bar 32 mm dia hole 14.70.7 32 mm dia bar 40 mm dia hole 804 14.71 Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. 14.71.1 125x70x4 mm (ordinary type) 14.71.2 100x70x4 mm (ordinary type) 14.71.3 75x65x4 mm (heavy type) 14.71.4 75x40x2.5 mm (ordinary type) 14.71.5 50x40x2.5 mm (ordinary type) 805 14.72 Providing and fixing 85x42 mm chromium plated brass pull bolt lock with necessary chromium plated brass screws, nuts, bolts and washers etc. complete. 806 14.73 Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. 807 14.74 Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of f tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in- Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) 808 14.75 Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer- incharge. 809 14.77 Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. 14.77.1 Bars upto 12 mm diameter 14.77.2 Bars above 12 mm diameter 810 14.78 Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge. 14.78.1 Upto and including 12mm dia 811 14.83 Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/ pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge. (The payment shall be made on the basis of actual weight of approved grout injected.) 14.83.1 Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work 14.83.2 Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Compensating Cement in concrete/RCC work. 14.83.3 Epoxy injection grout in concrete/RCC work of approved make 812 14.85 Cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of Engineer in charge. 813 14.88 Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of L shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-incharge. 814 15.1 Demolishing lime concrete manually/by mechanical means and disposal of material within 50 metres lead as per direction of Engineer-in-Charge. 815 15.2 Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in- Charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). 15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix). 816 15.3 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- Charge. 817 15.4 Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. work (Payment shall be made on the cross sectional area of R.C.C. work) as per direction of Engineer-in- Charge. 818 15.5 Extra for scrapping, cleaning and straightening reinforcement from R.C.C. work. 819 15.6 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- Charge. 820 15.6.1 In lime mortar with old mughal bricks. 15.6.2 In lime mortar. 15.6.3 In cement mortar. 821 15.7 Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured) : 15.7.1 From brick work in lime mortar. 15.7.2 From brick work in cement mortar. 822 15.8 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- Charge: 15.8.1 In lime mortar. 15.8.2 In cement mortar. 823 15.9 Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge: 15.9.1 In lime mortar. 15.9.2 In cement mortar. 824 15.10 Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured) : 15.10.1 In lime mortar. 15.10.2 In cement mortar. 825 15.11 Dismantling tile/ Kota stone/ Marble / Granite work in floors/walls and roofs laid in cement mortar including stacking material within 50 metres lead. 15.11.1 For thickness of tiles 10 mm to 25 mm. 15.11.2 For thickness of tiles above 25 mm and upto 40 mm. 826 15.12 Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 827 15.13 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. 828 15.14 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 15.14.1 Of area 3 sq. metres and below. 15.14.2 Of area beyond 3 sq. metres. 829 15.15 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead: 15.15.1 Of area 3 sq. metres and below. 15.15.2 Of area beyond 3 sq. metres. 830 15.16 Dismantling wood work in frames, trusses, purlins and rafters upto 10 metres span and 5 metres height including stacking the material within 50 metres lead: 15.16.1 Of sectional area below 40 square centimetres. 15.16.2 Of sectional area 40 square centimetres and above. 831 15.17 Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional span of one metre or part thereof beyond 10 metres : 15.17.1 Of sectional area below 40 square centimetres. 15.17.2 Of sectional area 40 square centimetres and above. 832 15.18 Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional height of one metre or part thereof beyond 5 metres : 15.18.2 Of sectional area below 40 square centimetres. 15.18.1 Of sectional area 40 square centimetres and above. 833 15.19 Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: 15.19.1 R.S. Joists 15.19.2 Channels, angles, tees and flats 834 15.20 Dismantling steel work in built up sections with span upto 10 meter and hieght 5 meter in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50metres lead. 835 15.21 Dismantling steel work manually/ by mechanical means in built up sections with span upto 10 meter and hieght 5 meter without dismembering and stacking within 50 metres lead as per direction of Engineer-in-Charge. 836 15.22 Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional span of one metre or part thereof beyond 10 metres 837 15.23 Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional height of one metre or part thereof beyond 5 metres. 838 15.24 Extra for marking of structural steel work required to be re- erected. 839 15.25 Removal of old Tarfelt i/c disposal as directed by Engineer in charge. 840 15.26 Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 841 15.27 Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 metres lead of: 15.27.1 G.S. Sheet 15.27.2 Asbestos/ Non asbestors sheet 842 15.28 Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling karries and battens to be paid for separately) including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 843 15.29 Dismantling tiled roofing with battens boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 844 15.30 Dismantling wooden ballies in posts and struts including stacking within 50 metres lead. 845 15.31 Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of : 15.31.1 T’ or ‘L’ iron or pipe 15.31.2 R.C.C. 846 15.32 Cutting ballies or wooden posts of fencing at the point of projection above the concrete or ground and stacking the same within 50 metres lead. 847 15.33 Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. 848 15.34 Dismantling wooden trellis work excluding frames but including stacking the serviceable material within 50 metres lead. 849 15.35 Dismantling expanded metal or I.R.C. fabrics with necessary battens and beading including stacking the serviceable material within 50 metres lead. 850 15.36 Dismantling wooden boardings in lining of walls and partitions, excluding supporting members but including stacking within 50 metres lead : 15.36.1 Upto 10 mm thick 15.36.2 Thickness above 10 mm upto 25 mm 15.36.3 Thickness above 25 mm upto 40 mm 851 15.37 Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 metres lead: 15.37.1 Thickness upto 40 mm 15.37.2 Thickness above 40 mm upto 75 mm 852 15.38 Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead. 853 15.39 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 15.39.1 75 to 80 mm dia pipe. 15.39.2 100 mm dia pipe 15.39.3 150 mm dia pipe 854 15.40 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-Charge : 15.40.1 15 mm to 40 mm nominal bore 15.40.2 Above 40 mm nominal bore 855 15.41 Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site within 50 metre lead as per direction of Engineer-in-Charge: 15.41.1 Upto 150 mm diameter 15.41.2 Above 150 mm dia upto 300 mm dia. 15.41.3 Above 300 mm diameter 856 15.42 Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in- Charge. 857 15.43 Taking out C.I. cover with frame from R.C.C. top slab of inspection chambers of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in- Charge. 858 15.44 Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 859 15.45 Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. 860 15.46 Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres 15.46.1 Upto 150 mm diameter 15.46.2 Above 150 mm diameter 861 15.47 Dismantling of spindle fire hydrant including stacking of useful materials within 50 metres lead. 862 15.48 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 863 15.49 Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-Charge. 864 15.50 Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps: 15.50.1 100 mm diameter 15.50.2 150 mm diameter 15.50.3 200 mm diameter 15.50.4 250 mm diameter 15.50.5 300 mm diameter 15.50.6 350 mm diameter 15.50.7 400 mm diameter 15.50.8 440 mm diameter 865 15.51 Dismantling of manhole including R.C.C. top slab, C.I. cover with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead : 15.51.1 Rectangular manhole 90x80 cm and 45 cm deep 15.51.2 Rectangular manhole 120x90 cm and 90 cm deep. 15.51.3 Rectangular arch type manhole 140x90cm and 2.45m deep. 15.51.4 Circular manhole 122 cm diameter and 1.68 m deep 866 15.52 Extra for depth of manholes dismantled: 15.52.1 Rectangular manhole 90x80 cm and beyond 45 cm depth. 15.52.2 Rectangular manhole 120x90 cm and beyond 90 cm depth. 15.52.3 Rectangular arch type manhole 140x90 cm and beyond 2.45m deep (upto 4.25 m depth). 15.52.4 Circular manhole 122 cm diameter and beyond 1.68 m deep (upto 2.29 m depth). 867 15.53 Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground and stacking of serviceable material within 50 metre lead as per direction of Engineer-in- Charge. 868 15.54 Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead : 869 15.55 Demolishing mud phaska in terracing and disposal of material within 50 metres lead. 870 15.56 Dismantling jack arch roofing and floors including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 871 15.57 Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge. 872 15.58 Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge : 15.58.1 Water bound macadam road 15.58.2 Bituminous road 873 15.59 Dismantling steel cylinder R.C. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metres lead as per direction of Engineer-in-charge : 15.59.1 Up to 600 mm diameter 15.59.2 Above 600 mm diameter 874 15.60 Dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means and stacking the pipes within 50 metres lead as per direction of Engineer-in-charge 15.60.1 Up to 150 mm diameter 15.60.2 Above 150 mm diameter 875 15.61 Dismantling of R.C.C. spun vent shaft including excavating the cement concrete pit completely, taking out the shaft, refilling the excavated gap, stacking the useful materials near the site and disposal of unserviceable materials within 50 metres lead. 876 15.62 Dismantling of cement concrete platform along with curtain walls and base concrete etc. including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead: 15.62.1 120 x 120 cm (outside to outside) 15.62.2 210 x 120 cm (outside to outside) 877 15.63 Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in- charge. 878 15.64 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 879 17.1 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast Iron P or S trap, UPVC P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. 17.1.2 Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size 585x480 mm with flush pipe and integrated type foot rests. 880 17.2 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid 17.2.2 W.C. pan with ISI marked black solid plastic seat and lid 17.2.3 Providing and fixing AISI-304 (18/8) European type WC instead of white vitreous china pedestal type water closet. 881 17.3 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern and C.P. flush bend with fittings and C.I.brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.3.1 W.C. pan with ISI marked white solid plastic seat and lid. 17.3.2 W.C. pan with ISI marked black solid plastic seat and lid. 882 17.4 Providing and fixing vitreous china dual purpose closet suitable for use as squatting pan or European type water closet (Anglo Indian W.C pan) with seat and lid fixed with C.P. brass hinges and rubber buffers, 10 litre low level flushing cistern with fitting and brackets, 40mm flush bend, 20mm over flow pipe, with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required White vitreous china dual purpose WC pan with white solid plastic seat and lid with 10 liter low level flushing cistern i/c C.P. flush bend. 883 17.5 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing and fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/6 litre (adjustable to 4 litre/8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. 884 17.6 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.6.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern. 17.6.2 Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern. 17.6.3 Range of three urinal basins with 10 litre white P.V.C. automatic flushing cistern. 17.6.4 Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern. 885 17.7 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever require 17.7.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern. 17.7.2 Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern. 17.7.3 Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern. 17.7.4 Range of four half stall urinals with 10 litre P.V.C. automatic flushing cistern. 886 17.8 Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I. / PVC flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete including painting of fittings and cutting and making good the walls and floors etc. wherever required : 17.8.1 Single squatting plate with 5 litre P.V.C. automatic flushing cistern. 17.8.2 Range of two squatting plates with 5 litre P.V.C. automatic flushing cistern. 17.8.3 Range of three squatting plates with 10 litre P.V.C. automatic flushing cistern. 17.8.4 Range of four squatting plates with 10 litre P.V.C. automatic flushing cistern. 887 17.9 Providing and fixing white vitreous china water less urinal of size 600x330x315 mm having antibacterial /germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal. 888 17.10 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre and post flushing with water ( 250 ml and 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-Charge. 889 17.11 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : 17.11.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. 17.11.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap. 17.11.3 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps. 17.11.4 White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap. 17.11.5 White Vitreous China Angle back wash basin size 600x480 mm with single 15 mm C.P. brass pillar tap. 17.11.6 White Vitreous China Angle back wash basin size 400x400 mm with single 15 mm C.P. brass pillar tap. 17.11.7 White Vitreous China Flat back wash basin size 450x300 mm with single 15 mm C.P. brass pillar tap. 17.11.8 White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow operated lever ISI marked. 17.11.9 White Vitreous China Surgeon type wash basin of size 660x460 mm with single 15 mm C.P. brass pillar taps with elbow operated levers ISI marked. 17.11.10 Oval shape wash basin over counter /under counter with 15 mm C.P brass pillar tap (Counter to be paid sepratly). 17.11.11 Stainless Steel AISI-304(18/8) Round basin 405x355 mm with single 15 mm C.P. brass pillar tap 17.11.12 Stainless Steel AISI-304(18/8) Wash basin 530x345 mm with single 15 mm C.P. brass pillar tap. 890 17.12 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. 891 17.13 Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required : White glazed fire clay kitchen sink of size 600x450x250 mm. 892 17.14 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required : 17.14.1 Kitchen sink with drain board 17.14.1.1 510x1040 mm bowl depth 250mm. 17.14.1.2 510x1040 mm bowl depth 225mm. 17.14.1.3 510x1040 mm bowl depth 200mm. 17.14.1.4 510x1040 mm bowl depth 178mm. 17.14.2 Kitchen sink without drain board 17.14.2.1 610x510 mm bowl depth 200 mm. 17.14.2.2 610x460 mm bowl depth 200 mm. 17.14.2.3 470x420 mm bowl depth 178 mm. 893 17.15 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug 40mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete including painting of fittings and brackets, cutting and making good the wall wherever required : 17.15.1 Size450x300x150mm 17.15.2 Size600x450x200mm 894 17.16 Providing and fixing White glazed fire clay draining board of size 600x450x25mm with C.I. brackets including painting of brackets, cutting and making good the walls wherever required. 895 17.17 Providing and fixing white vitreous china water closet squatting pan (Indian type) 17.17.1 Long pattern W.C. pan of size 580 mm 17.17.2 Orissa pattern W.C. pan of size 580x440 mm 896 17.18 Extra for using coloured W.C. pan instead of white W.C. pan Orissa pattern W.C. pan 580x440 mm 897 17.19 Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. 898 17.20 Extra for using coloured pedestal type W.C pan (European type) with low level cistern of same colour instead of white vitreous china W.C pan and cistern. 899 17.21 Providing and fixing a pair of white vitreous china foot rests of standard pattern for squatting pan water closet: 17.21.1 250x130x30 mm 17.21.2 250x125x25 mm 900 17.22 Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete. 10 litre capacity 17.22.1 White 17.22.2 coloured 901 17.23 Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete.10 litre (full flush capacity) 17.23.1 White 17.23.2 Coloured 902 17.24 Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete : 17.24.1 White 17.24.2 Black 17.24.3 Coloured (other than black and white) 903 17.25 Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. 904 17.26 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm or 340x410x265mm sizes respectively. 905 17.27 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350mm. 906 17.28 Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. 907 17.29 Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings : 17.29.1 Flat back wash basin of size 630x450mm. 17.29.2 Flat back wash basin of size 550x400mm. 17.29.3 Angle back wash basin of size 600x480mm. 17.29.4 Angle back wash basin of size 400x400mm. 17.29.5 Flat back wash basin of size 450x300mm. 17.29.6 Surgeon type wash basin of size 660x460mm. 908 17.30 Providing and fixing kitchen sink including making all connections excluding cost of fittings. White glazed fire clay sink of size 600x450x250mm. 909 17.31 Providing and fixing white vitreous china laboratory sink including making all connections excluding cost of fittings: 17.31.1 Size 450x300x150 mm. 17.31.2 Size 600x450x200 mm. 910 17.32 Providing and fixing soil, waste and vent pipes: 17.32.1 Sand cast iron socket and spigot (S&S) pipe as per IS: 1729 17.32.1.1 75 mm dia with wall thickness of 5 mm 17.32.1.2 100 mm dia with wall thickness of 5 mm 17.32.2 Spun cast iron socket and spigot (S&S) pipe as per IS: 3989 17.32.2.1 75 mm dia with wall thickness of 3.5 mm 17.32.2.2 100 mm dia with wall thickness of 4 mm 17.32.2.3 150mm dia with wall thickness of 5mm 17.32.3 Hubless Centrifugally cast (spun) iron pipe epoxy coated in side & out side including complete coupling assembly (EPDM rubber gasket stainless steel claim and external metallic/ protective shield as per IS:15905) 17.32.3.1 75 mm dia with wall thickness of 3.5 mm 17.32.3.2 100 mm dia with wall thickness of 3.5mm 17.32.3.3 150mm dia with wall thickness of 4 mm 911 17.33 Providing and filling the joints with spun yarn cement slurry and cement mortar 1:2 ( 1 cement : 2 sand) in S.C.I./ C.I. Pipes : 17.33.1 75 mm dia pipe 17.33.2 100 mm dia pipe 912 17.34 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. : 17.34.1 For 75 mm dia pipe 17.34.2 For 100 mm dia pipe 17.34.3 For 150 mm dia pipe 913 17.35 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.35.1 150 mm dia 17.35.1.1 Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm 17.35.1.2 Spun cast iron as per IS – 3989 minimum wall thickness 5 mm 17.35.1.3 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3.5 mm 17.35.2 100 mm dia 17.35.2.1 Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm 17.35.2.2 Spun cast iron as per IS – 3989 minimum wall thickness 4 mm 17.35.2.3 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3 mm 17.35.3 75 mm dia 17.35.3.1 Sand cast iron as per IS – 1729 minimum wall thickness 6.5 mm 17.35.3.2 Spun cast iron as per IS – 3989 minimum wall thickness 3.5 mm 17.35.3.3 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3 mm 914 17.36 Providing and fixing plain bend of required degree. 17.36.1 150 mm dia 17.36.1.1 Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm 17.36.1.2 Spun cast iron as per IS – 3989 minimum wall thickness 5 mm 17.36.1.3 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3.5 mm 17.36.2 100 mm dia 17.36.2.1 Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm 17.36.2.2 Spun cast iron as per IS – 3989 minimum wall thickness 4 mm 17.36.2.3 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3 mm 17.36.3 75 mm dia 17.36.3.1 Sand cast iron as per IS – 1729 minimum wall thickness 6.5mm 17.36.3.2 Spun cast iron as per IS – 3989 minimum wall thickness 3.5 mm 17.36.3.3 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 3 mm 915 17.37 Providing and fixing heel rest sanitary bend 17.37.1 100 mm dia 17.37.1.1 Sand cast iron as per IS - 1729 17.37.1.2 Spun cast iron as per IS - 3989 17.37.2 75 mm dia 17.37.2.1 Sand cast iron as per IS - 1729 17.37.2.2 Spun cast iron as per IS - 3989 916 17.38 Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 17.38.1.1 150X150X150X150 17.38.1.2 Sand cast iron as per IS - 3989 17.38.2 100x100x100x100mm 17.38.2.1 Sand cast iron as per IS - 1729 17.38.2.2 Spun cast iron as per IS - 3989 17.38.3 75x75x75x75mm 17.38.3.1 Sand cast iron as per IS - 1729 17.38.3.2 Spun cast iron as per IS - 3989 917 17.39 Providing and fixing double equal plain junction of required degree. 17.39.1 150X150X150X150 mm 17.39.1.1 Sand cast iron as per IS - 3989 17.39.2 100x100x100x100mm 17.39.2.1 Sand cast iron as per IS – 1729 17.39.2.2 Spun cast iron as per IS – 3989 17.39.2.3 Hubless cast(spun) iron as per IS- 15905 17.39.3 75x75x75x75 mm 17.39.3.1 Sand cast iron as per IS – 1729 17.39.3.2 Spun cast iron as per IS – 3989 17.39.3.3 Hubless cast(spun) iron as per IS- 15905 918 17.40 Providing and fixing single equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 17.40.1 150X150X150 mm 17.40.1.1 Spun cast iron as per IS - 3989 17.40.2 100x100x100 mm 17.40.2.1 Sand cast iron as per IS - 1729 17.40.2.2 Spun cast iron as per IS - 3989 17.40.3 75x75x75 mm 17.40.3.1 Sand cast iron as per IS - 1729 17.40.3.2 Spun cast iron as per IS - 3989 919 17.41 Providing and fixing single equal plain junction of required degree : 17.41.1 150X150X150 mm 17.41.1.1 Spun cast iron as per IS - 3989 17.41.2 100x100x100 mm 17.41.2.1 Sand cast iron as per IS – 1729 17.41.2.2 Spun cast iron as per IS – 3989 17.41.2.3 Hubless cast(spun) iron as per IS- 15905 17.41.3 75x75x75 mm 17.41.3.1 Sand cast iron as per IS – 1729 17.41.3.2 Spun cast iron as per IS – 3989 17.41.3.3 Hubless cast(spun) iron as per IS- 15905 920 17.42 Providing and fixing double unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete :100x100x75x75 mm 17.42.1 Sand cast iron as per IS - 1729 17.42.2 Spun cast iron as per IS - 3989 921 17.43 Providing and fixing double unequal plain junction of required degree: 100x100x75x75 mm 17.43.1.1 Sand cast iron as per IS – 1729 17.43.1.2 Spun cast iron as per IS – 3989 17.43.1.3 Hubless cast(spun) iron as per IS- 15905 922 17.44 Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 100x100x75 mm 17.44.1 Sand cast iron as per IS - 1729 17.44.2 Spun cast iron as per IS - 3989 923 17.45 Providing and fixing single unequal plain junction of required degree : 100x100x75 mm 17.45.1 Sand cast iron as per IS – 1729 17.45.2 Spun cast iron as per IS – 3989 17.45.3 Hubless cast(spun) iron as per IS- 15905 924 17.46 Providing and fixing double equal plain invert branch of required degree: 17.46.1 100x100x100x100 mm 17.46.1.1 Sand cast iron as per IS - 1729 17.46.1.2 Sand cast iron as per IS - 3989 17.46.1.3 Hubless cast(spun) iron as per IS- 15905 17.46.2 75x75x75x75 mm 17.46.2.1 Sand cast iron as per IS - 1729 17.46.2.2 Spun cast iron as per IS - 3989 925 17.47 Providing and fixing single equal plain invert branch of required degree: 17.47.1 100x100x100 mm 17.47.1.1 Sand cast iron as per IS - 1729 17.47.1.2 Sand cast iron as per IS - 3989 17.47.1.3 Hubless cast(spun) iron as per IS- 15905 17.47.2 75x75x75 mm 17.47.2.1 Sand cast iron as per IS - 1729 17.47.2.2 Sand cast iron as per IS - 3989 17.47.2.3 Hubless cast(spun) iron as per IS- 15905 926 17.48 Providing and fixing double unequal invert branch of required degree : 100x100x75x75 mm 17.48.1 Sand cast iron as per IS - 1729 17.48.2 Spun cast iron as per IS - 3989 927 17.49 Providing and fixing single unequal plain invert branch of required degree : 100x100x75 mm 17.49.1 Sand cast iron as per IS - 1729 17.49.2 Spun cast iron as per IS - 3989 17.49.3 Hubless cast(spun) iron as per IS- 15905 minimum wall thickness 928 17.50 Providing and fixing sand cast iron S&S off sets as per IS: 1729 17.50.1 76 mm off sets 17.50.1.1 With 75 mm dia pipe 17.50.1.2 With 100 mm dia pipe 17.50.2 114 mm off sets 17.50.2.1 With 75 mm dia pipe 17.50.2.2 With 100 mm dia pipe 17.50.3 152 mm off sets 17.50.3.1 With 75 mm dia pipe 17.50.3.2 With 100 mm dia pipe 929 17.51 Providing and fixing sand cast iron S&S off sets as per IS: 3989. 17.51.1 75 mm off sets 17.51.1.1 With 75 mm dia pipe 17.51.1.2 With 100 mm dia pipe 17.51.1.3 With 150 mm dia pipe 17.51.2 150 mm off sets 17.51.2.1 With 75 mm dia pipe 17.51.2.2 With 100 mm dia pipe 17.51.2.3 With 150 mm dia pipe 930 17.52 Providing and fixing door piece, insertion rubber washer 3mm thick, bolts and nuts complete : 17.52.1 100 mm 17.52.1.1 Sand cast iron as per IS - 1729 17.52.1.2 Spun cast iron as per IS - 3989 17.52.2 75 mm 17.52.2.1 Sand cast iron as per IS - 1729 17.52.2.2 Spun cast iron as per IS - 3989 931 17.53 Providing and fixing terminal guard: 17.53.1 150mm 17.53.1.1 Sand cast iron as per IS - 1729 17.53.1.2 Spun cast iron as per IS - 3989 17.53.1.3 Hubless cast(spun) iron as per IS- 15905 17.53.2 100 mm 17.53.2.1 Sand cast iron as per IS - 1729 17.53.2.2 Spun cast iron as per IS - 3989 17.35.2.3 Hubless cast(spun) iron as per IS-15905 17.53.3 75 mm 17.53.3.1 Sand cast iron as per IS - 1729 17.53.3.2 Spun cast iron as per IS - 3989 17.53.3.3 Hubless cast(spun) iron as per IS- 15905 932 17.54 Providing and fixing collar: 17.54.1 100 mm 17.54.1.1 Sand cast iron S & S as per IS - 1729 17.54.1.2 Sand cast iron S & S as per IS - 3989 17.54.2 75 mm 17.54.2.1 Sand cast iron S & S as per IS - 1729 17.54.2.2 Sand cast iron S & S as per IS- 3989 933 17.55 Providing lead caulked joints to sand cast iron/ centrifugally cast (spun) iron pipes and fittings of diameter: 17.55.1 150mm 17.55.2 100 mm 17.55.3 75 mm 934 17.56 Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : 17.56.1 100 mm dia 17.56.2 75 mm dia 935 17.57 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 17.57.1 100 mm inlet and 100 mm outlet 17.57.1.1 Spun cast iron S & S as per IS: 3989. 17.57.1.2 Sand Cast iron S & S as per IS: 1729. 17.57.1.3 Hubless cast(spun) iron as per IS-15905 17.57.2 100 mm inlet and 75 mm outlet 17.57.2.1 Sand cast iron S & S as per IS - 3989 17.57.2.2 Spun Cast iron S & S as per IS- 1729. 17.57.2.3 Hubless cast(spun) iron as per IS- 15905 936 17.58 Providing and fixing unplasticised Rigid PVC soil and waste pipes conforming to IS: 13592 Type B including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Single socketed pipes for working pressure of 4 kg/sqcm. (minimum wall thickness 3.2mm) 17.58.1 75 mm diameter 17.58.2 110 mm diameter 937 17.59 Providing and fixing unplasticised PVC moulded fittings/ accessories for unplasticised Rigid PVC soil and waste pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 17.59.1 Coupler 17.59.1.1 75 mm 17.59.1.2 110 mm 17.59.2 Single pushfit Coupler 17.59.2.1 75 mm 17.59.2.2 110 mm 17.59.3 Single tee with door 17.59.3.1 75x75x75 mm 17.59.3.2 110x110x110 mm 17.59.4 Single tee without door 17.59.4.1 75x75x75 mm 17.59.4.2 110x110x110 mm 17.59.5 Bend 87.50 17.59.5.1 75 mm bend 17.59.5.2 110 mm bend 938 17.60 Providing and fixing Unplasticised - PVC pipe clips of approved design to Unplasticised - PVC soil and waste pipes by means of bombay nail of required length including and making good the wall etc. complete. 17.60.1 75 mm 17.60.2 110 mm 939 17.61 Providing and fixing UPVC trap of self cleaning design complete. Including cost of cutting and making good the wall and floors. 100 mm inlet and 75 mm outlet 940 17.62 Providing and fixing M.S. holder bat clamp of approved design to sand cast iron/ cast iron (spun) pipes comprising of M.S. flat brackets made of 50x5mm flat of specified shape, projecting 75mm outside the wall surface and fixed on wall with 4nos, 6mm dia expansion hold fasteners including drilling necessary holes in brick wall/ CC/ RCC surface and the cost of bolts etc. The pipes shall be fixed to the already fixed brackets with the help of 30mm x1.6mm galvanised M.S. flats of specified shape and of total length 420mm and shall be fixed with M.S. nuts, bolts, and washers of size 25x6mm, one bolts on each side of the pipe. 17.62.1 Total bracket length 580mm of approved shape and design (for single, 100mm dia pipe). 17.62.2 Total bracket length 810mm of approved shape and design (for two, 100mm dia pipes). 17.62.3 Total bracket length 1040mm of approved shape and design (for three, 100mm dia pipes). 941 17.63 Cutting chases in brick masonry walls (clay brick/flyash brick/AAC blocks) for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 (1 cement : 3 sand :6 graded stone aggregate 12.5 mm nominal size) including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 sand) : 17.63.1 100 mm dia 17.63.2 75 mm dia 17.63.3 50 mm dia 942 17.64 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 17.64.1 Semi rigid pipe 17.64.1.1 32 mm dia 17.64.1.2 40 mm dia 17.64.2 Flexible pipe (only in residential & complaxes) 17.64.2.1 32 mm dia 17.64.2.2 40 mm dia 943 17.65 Providing and fixing 100 mm sand cast Iron grating for gully trap. 944 17.66 Providing and fixing in position 25mm diameter mosquito proof coupling of approved municipal design. 945 17.67 Providing and fixing bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 946 17.68 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shape with 6 mm thick hard board backing 17.68.1 Circular shape 450mm dia. 17.68.2 Rectangular shape 453x357mm 17.68.3 Oval shape 450x350mm (outer dimensions) 17.68.4 Rectangular shape 1500x450 mm 947 17.69 Providing and fixing glass shelf with edges round of supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 948 17.70 Providing and fixing toilet paper holder: 17.70.1 C.P. brass 17.70.2 Vitreous china 949 17.71 Providing and fixing CP brass waste coupling of approved quality and make for sink and wash basin. 17.71.1 Waste coupling 31mm of 79mm length and 62mm breadth 17.71.2 Waste coupling 38mm of 83mm length and 77mm breadth 950 17.72 Providing and fixing CP brass bottle trap of approved quality and make for sink and wash basin. 951 17.73 Providing and fixing CP brass towel rail of approved quality and make 17.73.1 600x20mm 17.73.2 450x20mm 952 17.74 Providing and fixing CP brass towel ring of approved quality and make 200mm dia ring 953 17.75 Providing and fixing CP brass soap dish of approved quality and make 954 17.76 Providing and fixing CP brass Urinal spreader of approved quality and make 955 17.77 Providing and fixing C.P. brass soap container 109 mm wide, 125 high and 112 mm distance from wall of standard shape with bracket of the same material with all fittings etc. of approved quality and conforming to IS: specification. 956 17.78 Providing and fixing C.P. brass grating of approved quality and make conforming to IS: specification. 17.78.1 100 mm dia. 957 17.79 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. 17.79.1 Waste coupling 31mm dia of 79mm length and 62mm breadth weighing not less than 45gms. 17.79.2 Waste coupling 38mm dia of 83mm length and 77mm breadth, weighing not less than 60gms. 958 17.80 Providing and fixing PTMT Bottle Trap for Wash basin and sink. 17.80.1 Bottle trap 31mm single piece moulded with height of 270mm, effective length of tail pipe 260mm from the centre of the waste coupling 77mm breadth with 25mm minimum water seal, weighing not less than 260gms. 17.80.2 Bottle trap 38mm single piece moulded with height of 270mm, effective length of tail pipe 260mm from the centre of the waste coupling 77mm breadth with 25mm minimum water seal, weighting not less than 263gms. 959 17.81 Providing and fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour. Weighing not less than 105 gms. 960 17.82 Providing and fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality and colour. Weighing not less than 88 gms. 961 17.83 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour. 17.83.1 450mm long towel rail with total length of 495mm, 78mm wide and effective height of 88mm, weighing not less than 170gms. 17.83.2 600mm long towel rail with total length of 645mm, width 78mm and effective height of 88mm, weighing not less than 190gms. 962 17.84 Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour. Weighing not less than 300 gms. 963 17.85 Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2 BSP thread and shapes. Weighing not less than 60 gms. 964 17.86 Providing and fixing PTMT urinal cock of approved quality and colour. 15 mm nominal bore, 80mm long. 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms. 965 17.87 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements. Weighing not less than 106 gms. 966 17.88 Painting C.I. cistern with bitumastic or any other anti-corrosive paint inside and white paint over a coat of zinc chromate yellow primer (of approved quality) on the outside surface of the cistern, flush pipe, other fittings, etc. complete for new work. 967 17.89 Re-painting C.I. cistern with bitumastic or any other anti-corrosive paint inside and white paint on the outside surface of the cistern, flush pipe, other fittings, etc. complete including polishing of wooden seat and lid and cleaning of W.C. pan with acid wherever necessary. 968 17.90 Repainting C.I. cistern with synthetic enamel paint of approved colour brand and manufacture on the outside surface of cistern flush pipe, other fittings etc. complete. 969 17.91 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : 17.91.1 75 mm diameter pipe 17.91.2 100 mm diameter pipe 17.91.3 150 mm diameter pipe 970 17.92 Repainting sand cast iron/ centrifugally cast iron (spun) iron, soil, waste, vent pipes and fittings with one coat of synthetic enamel paint of any colour such as chocolate, grey or buff etc : 17.92.1 75 mm diameter pipe 17.92.2 100 mm diameter pipe 17.92.3 150 mm diameter pipe 971 17.93 Repainting bath tub of size 1700x730x430mm with enamel paint. 972 17.94 Providing and laying Ceramic glazed half round pipe drain (having thickness 9 to 10mm) of approved make in colours such as White, Ivory, Grey, or any other colour, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 sand) including pointing the joints with white cement and matching pigment etc., complete. 17.94.1 100 mm dia half round pipe 17.94.2 150 mm dia half round pipe 17.94.3 200mm dia half round pipe 973 17.99 Construction of manually operated fire based incinerator for girls-toilet i/c (i)   Fire and ash collection chamber 0.60x0.60 m, made of calcium silicate bricks, having 12mm dia steel bars grating @10 cm c/c, i/c MS mesh weldedon top including 300 mm x 450 mm MS openable door of half grill and half MS plate (3mm thick ).(ii)     0.40 m X 0.40 m duct made of 1.6 mm thick MS sheet for dropping napkins from the toilet opening.(iv) 150mm dia Class C heavy duty MS pipe conforming to IS 3589/1239 for gas emission with cowel, up to 2.10 meter height above terrace level.(v) Opening in wall having MS flap (1.6mm thick) of size 0.25X 0.25 m, finished with granite.etc complete as per standard drawing no. 5313-B-NB4-9919- R1 dated 21.02.2017 17.99.1 For ground floor buildings. 17.99.2 For Ground floor & Ist floor buildings. 17.99.3 Add extra for every additional floor above Ist floor. 974 17.95 Providing and fixing coupler for PVC pipes & fittings waste/rain water/drainage disposal of superior Indian make (as approved by Engineer incharge) i/c jointing with rubber rings, adhesive, lubricant,solvent cement PVC clips or burried underground i/c making necessary chases and holes in walls, floors or trenching complete with making good or i/c excavation and refilling as per site requirement with testing etc.complete. FOR WASH BASIN CONNECTION (40mm diameter) 975 18.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. 18.6.1 Internal work - Exposed on wall 18.6.1.1 15 mm nominal outer dia Pipes. 18.6.1.2 20 mm nominal outer dia .Pipes. 18.6.1.3 25 mm nominal outer dia .Pipes. 18.6.1.4 32 mm nominal outer dia Pipes. 18.6.1.5 40 mm nominal outer dia Pipes. 18.6.1.6 50 mm nominal outer dia .Pipes. 18.6.2 Concealed work including cutting chases and making good the walls etc. 18.6.2.1 15 mm nominal outer dia .Pipes. 18.6.2.2 20 mm nominal outer dia .Pipes. 18.6.2.3 25 mm nominal outer dia Pipes. 18.6.2.4 32 mm nominal outer dia Pipes. 976 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This included jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer-in- Charge. External Work 18.7.1 15 mm nominal outer dia Pipes. 18.7.2 20 mm nominal outer dia .Pipes. 18.7.3 25 mm nominal outer dia Pipes. 18.7.4 32 mm nominal outer dia .Pipes. 18.7.5 40 mm nominal outer dia Pipes. 18.7.6 50 mm nominal outer dia .Pipes. 18.7.7 62.50 mm nominal inner dia Pipes. 18.7.8 75 mm nominal inner dia .Pipes. 18.7.9 100mm nominal inner dia .Pipes. 18.7.10 150 mm nominal inner dia Pipes. 977 18.8 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. 18.8.1 Internal work - Exposed on wall 18.8.1.1 15 mm dia. nominal bore 18.8.1.2 20 mm dia. nominal bore 18.8.1.3 25 mm dia. nominal bore 18.8.1.4 32 mm dia. nominal bore 18.8.1.5 40 mm dia. nominal bore 18.8.1.6 50 mm dia. nominal bore 18.8.2 Concealed pipe including painting with anti corrosivebitumastic paint, cutting chases and making good the wall. 18.8.2.1 15 mm dia nominal bore 18.8.2.2 20 mm dia nominal bore 18.8.3 External work : including trenching and refilling etc. 18.8.3.1 15 mm dia. nominal bore 18.8.3.2 20 mm dia. nominal bore 18.8.3.3 25 mm dia. nominal bore 18.8.3.4 32 mm dia. nominal bore 18.8.3.5 40 mm dia. nominal bore 18.8.3.6 50 mm dia. nominal bore 18.8.3.7 65 mm dia. nominal bore 18.8.3.8 80 mm dia. nominal bore 978 18.9 Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS standard 3448 complete with press type fitting (fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00 m spacing including cutting and making good the walls including testing of joints complete as per direction of Engineer -in-charge. (The pipe length inserted in the fitting shall not be measured for payment) 18.9.1 Internal work - Exposed on wall 18.9.1.1 15.88 mm outer diapipe 18.9. 1.2 22.22 mm outer diapipe 18.9.1.3 28.58 mm outer diapipe 18.9.1.4 34.00 mm outer dia Pipe 18.9.1.5 42.70 mm outer dia Pipe 18.9.1.6 48.60 mm outer dia Pipe 18.9.2 Internal work - Concealed Pipe 18.9.2.1 15.88 mm outer dia .Pipes. 18.9.2.2 22.22 mm Outer diaPipes 979 18.12 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 18.12.1 With C.I. wheel of approved quality (screwed end) 18.12.1.1 25 mm nominal bore 18.12.1.2 32 mm nominal bore. 18.12.1.3 40 mm nominal bore 18.12.1.4 50 mm nominal bore 18.12.1.5 65 mm nominal bore 18.12.1.6 80 mm nominal bore 18.12.2 With brass lever handle of approved quality. 18.12.2.1 25 mm nominal bore 18.12.2.2 32 mm nominal bore. 18.12.2.3 40 mm nominal bore 18.12.2.4 50 mm nominal bore 980 18.13 Providing and fixing CPVC gate valve with knob of approved quality. 18.13.1 25 mm nominal bore 18.13.2 32 mm nominal bore. 18.13.3 40 mm nominal bore 18.13.4 50 mm nominal bore 981 18.14 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 18.14.1 15 mm nominal bore 18.14.2 20 mm nominal bore 18.14 3 25 mm nominal bore 982 18.15 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 18.15.1 25 mm nominal bore 18.15.1.1 Horizontal 18.15.1.2 Vertical 18.15.2 32 mm nominal bore 18.15.2.1 Horizontal 18.15.2.2 Vertical 18.15.3 40 mm nominal bore 18.15.3.1 Horizontal 18.15.3.2 Vertical 18.15.4 50 mm nominal bore 18.15.4.1 Horizontal 18.15.4.2 Vertical 18.15.5 65 mm nominal bore 18.15.5.1 Horizontal 18.15.5.2 Vertical 18.15.6 80 mm nominal bore 18.15.6.1 Horizontal 18.15.6.2 Vertical 983 18.16 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 18.16.1 15 mm nominal bore 18.16.2 20 mm nominal bore 18.16.3 25 mm nominal bore 984 18.17 Providing and fixing uplasticised PVC connection pipe with brass unions : 18.17.1 30 cm length 18.17.1.1 15 mm nominal bore 18.17.1.2 20 mm nominal bore 18.17.2 45 cm length 18.17.2.1 15 mm nominal bore 18.17.2.2 20 mm nominal bore 985 18.18 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement :5 sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 sand) 12mm thick finished with a floating coat of neat cement complete as per standard design :- 18.18.1 With common burnt clay bricks of 25 kg /sqcm compressive strength. 18.18.2 With well burnt flyash bricks of 50 kg/sqm compressive strength. 986 18.19 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design 18.19.1 With common burnt clay bricks of 25 kg /sqcm compressive strength. 18.19.2 With flyash bricks of 50 kg/cm2 strength 987 18.20 Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 sand) for fire hydrants, with C.I. surface box 350x350 mm. top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 18.20.1 With common burnt clay bricks of 25 kg/cm2 compressive strength. 18.20.2 With flyash bricks of 50kg/cm2 strength. 988 18.21 Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 18.21.1 With common burnt clay bricks of 25 kg /sqcm compressive strength. 18.21.2 With flyash bricks of 50kg/sqm compressive strength. 989 18.22 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 18.22.1 15 mm diameter pipe. 18.22.2 20 mm diameter pipe. 18.22.3 25 mm diameter pipe. 18.22.4 32 mm diameter pipe. 18.22.5 40 mm diameter pipe. 18.22.6 50 mm diameter pipe. 990 18.23 Repainting G.I. pipes and fittings with synthetic enamel white paint of approved quality : 18.23.1 15 mm diameter pipe. 18.23.2 20 mm diameter pipe. 18.23.3 25 mm diameter pipe 18.23.4 32 mm diameter pipe 18.23.5 40 mm diameter pipe 18.23.6 50 mm diameter pipe 991 18.24 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 18.24.1 15 mm diameter pipe 18.24.2 20 mm diameter pipe 18.24.3 25 mm diameter pipe 18.24.4 32 mm diameter pipe 18.24.5 40 mm diameter pipe 18.24.6 50 mm diameter pipe 18.24.7 65 mm diameter pipe 18.24.8 80 mm diameter pipe 992 18.25 Providing and filling sand all-round the G.I. pipes in external work. 18.25.1 15 mm diameter pipe 18.25.2 20 mm diameter pipe 18.25.3 25 mm diameter pipe 18.25.4 32 mm diameter pipe 18.25.5 40 mm diameter pipe 18.25.6 50 mm diameter pipe 18.25.7 65 mm diameter pipe 18.25.8 80 mm diameter pipe 993 18.26 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 18.26.1 15 mm nominal bore 18.26.2 20 mm nominal bore 18.26.3 25 mm nominal bore 18.26.4 32 mm nominal bore 18.26.5 40 mm nominal bore 18.26.6 50mm nominal bore 18.26.7 65mm nominal bore 18.26.8 80 mm nominal bore 994 18.27 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : 18.27.1 15 mm nominal bore. 18.27.2 20 mm nominal bore. 18.27.3 25 mm nominal bore. 18.27.4 32 mm nominal bore. 18.27.5 40 mm nominal bore. 18.27.6 50 mm nominal bore. 18.27.7 65 mm nominal bore. 18.27.8 80 mm nominal bore. 995 18.28 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank 996 18.29 Providing and fixing brass bib cock of approved quality 18.29.1 15 mm nominal bore 18.29.2 20 mm nominal bore 997 18.30 Providing and fixing brass stop cock of approved quality : 18.30.1 15 mm nominal bore 18.30.2 20 mm nominal bore 998 18.31 Providing and fixing C.P. brass bib cock of approved quality conforming to IS: 8931, and weighing not less then 400 kg, 15 mm nominal bore. 999 18.32 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gm, 15 mm nominal bore. 1000 18.33 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gm, 15 mm nominal bore 1001 18.34 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS: 8931. 15 mm nominal bore. 1002 18.35 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:893115 mm nominal bore 1003 18.36 Providing and fixing chrome plated brass battery based infrared sensor operated pillar cock, having foam flow technology. 15 mm nominal bore. 1004 18.37 Providing and fixing C.P. brass pillar cock approved quality and make conforming to IS: specification. nd weighing not less than 650 gm,a15 mm nominal bore 125 mm long foam flow. 1005 18.38 Providing and fixing C.P. brass basin mixer of approved quality and make conforming to IS: specification.15 mm nominal bore. 1006 18.39 Providing and fixing C.P. brass wall mixer of approved quality and make conforming to IS: specification. 15 mm nominal bore. 1007 18.40 Providing and fixing C.P. brass sink mixer of approved quality and make conforming to IS: specification. 15 mm nominal bore. 1008 18.41 Providing and fixing C.P. brass elbow operated bibcock of approved quality and make conforming to IS: specification. 15 mm nominal bore. 1009 18.42 Providing and fixing C.P. brass elbow operated pillar cock of approved quality and make conforming to IS: specification. 15 mm nominal bore. 1010 18.43 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 18.43.1 100 mm diameter 18.43.2 150 mm diameter 18.43.3 200 mm diameter 1011 18.44 Providing and fixing PTMT bib cock of approved quality and colour 15mm nominal bore. 18.44.1 86 mm long weighing not less than 88 gm 18.44.2 122 mm long weighing not less than 99 gm 18.44.3 165mm long weighing not less than 110 gm 18.44.4 90mm long weighing not less than 93 gm 1012 18.45 Providing and fixing PTMT stop cock of approved quality and colour. 18.45.1 15 mm nominal bore, 86mm long. Weighing not less than 88 gms. 18.45.2 20mm nominal bore, 89mm long. Weighing not less than 88 gms. 18.45.3 Concealed stop cock, 15mm nominal bore, 108mm long. Weighing not less than 108 gms. 1013 18.46 Providing and fixing PTMT pillar cock of approved quality and colour. 18.46.1 15mm nominal bore, 107mm long. Weighing not less than 110 gms. 18.46.2 15mm nominal bore, 125mm long foam flow weighing not less than 120 gms. 1014 18.47 Providing and fixing PTMT, push cock of approved quality and colour. 18.47.1 15 mm nominal bore, 98mm long. Weighing not less than 75 gms. 18.47.2 15 mm nominal bore, 80mm long weighing not less than 46 gms. 1015 18.48 Providing and fixing PTMT grating of approved quality and colour. 18.48.1 Circular type. 18.48.1.1 100 mm nominal dia. 18.48.1.2 125 mm nominal dia with 25 mm waste hole. 18.48.2 Rectangular type with openable circular lid. 18.48.2.1 150 mm nominal size square 100 mm diameter of the inner hinged round grating. 1016 18.49 Providing and fixing PTMT angle stop cock 15 mm nominal bore. Weighing not less than 85 gms. 1017 18.50 Providing and fixing PTMT swivelling shower, 15mm nominal bore. Weighing not less than 40gms. 1018 18.51 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. 18.51.1 15 mm nominal bore, 105 mm long. Weighing not less than 138 gms. 18.51.2 20 mm nominal bore, 120 mm long. Weighing not less than 198 gms. 18.51.3 25 mm nominal bore, 152mm long. Weighing not less than 440 gms. 18.51.4 40mm nominal bore, 206mm long. Weighing not less than 690 gms. 18.51.5 50mm nominal bore, 242mm long. Weighing not less than 1240 gms. 1019 18.52 Providing and fixing Unplasticised P.V.C. connection pipe with PTMT Nuts collar and bush of approved quality and colour 15 mm nominal bore 18.52.1 30cm length. 18.52.2 45 cm length. 1020 18.53 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 18.53.1 15 mm nominal bore.Weighing not less than 32 gms. 18.53.2 20mm nominal bore.Weighing not less than 40gms. 18.53.3 25mm nominal bore.Weighing not less than 62 gms. 1021 18.54 Providing and fixing enclosed type water meter (bulk type) conforming to IS: 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : 18.54.1 80 mm nominal bore 18.54.2 100 mm nominal bore 18.54.3 150 mm nominal bore 18.54.4 200 mm nominal bore 1022 18.55 Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 : 18.55.1 80 mm nominal bore 18.55.2 100 mm nominal bore 18.55.3 150 mm nominal bore 18.55.4 200 mm nominal bore 1023 18.56 Cutting holes upto 30x30 cm in walls including making good the same : With common burnt clay bricks of 25 kg /sqcmor flyash bricks of 50 kg/cm2compressive strength. 1024 18.57 Cutting holes upto 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) including finishing complete so as to make it leak proof. 1025 18.58 Making chases upto 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. 1026 18.59 Making hole upto 20x20 cm and embedding pipes upto 150 mm diameter in masonry and filling with cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) including disposal of malba. 1027 18.60 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 18.60.1 25 to 40 mm nominal bore 18.60.2 50 to 80 mm nominal bore 1028 18.61 Providing and fixing CP jet assembly to including connection etc complete. 1029 18.62 Providing and fixing ferro- cement water storage tank with cover, having minimum thickness of 10mm. The wall to be reinforced with two layers of double galvanized annealed square wooven wire mesh of 20 gauge wire spaced at 15mm for 300 litre capacity and 12mm for 450 to 2500 litres capacity finish with 3 layers of Cement mortar 1:2 duly modified with polymer based plastizers and hardening chemicals (Burogrout and Buroseal) The tank should conform to the specification prescribed by Structural Engineering Research Centre Roorkee/Gaziabad. The tanks to be painted with drinking water paint inside and aluminimum paint out side with provision of outlet, inlet, overflow and cleaning including hoisting and placing in position upto floor two level or 5 M. height. 1030 18.63 Add extra for additional floor lift beyond 5.0M.height. 1031 19.1 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 sand) including testing of joints etc. complete : Excavation to be paid seperataly 19.1.1 100 mm diameter 19.1.2 150 mm diameter 19.1.3 200 mm diameter 19.1.4 230 mm diameter 19.1.5 250 mm diameter 19.1.6 300 mm diameter 1032 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design: 19.2.1 100 mm diameter S.W. pipe 19.2.2 150 mm diameter S.W. pipe 19.2.3 200 mm diameter S.W. pipe 19.2.4 230 mm diameter S.W. pipe 19.2.5 250 mm diameter S.W. pipe 19.2.6 300 mm diameter S.W. pipe 1033 19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design : 19.3.1 100 mm diameter S.W. pipe 19.3.2 150 mm diameter S.W. pipe 19.3.3 200 mm diameter S.W. pipe 19.3.4 230 mm diameter S.W. pipe 19.3.5 250 mm diameter S.W. pipe 19.3.6 300 mm diameter S.W. pipe 1034 19.4 Providing and laying below ground unplasticised PVC pipe to with stand working pressure of 4 kg/cm2 soild waste pipes confirming to IS:13592 and IS:4985 including jointing with seal ring confirming to IS :5282 leaving 10mm gap for thermal expansion all necessary fittings etc. complete. Excavation to be paid seperataly. 19.4.1 110 mm diameter OD (min. wall thickness 3.2mm) 19.4.2 160 mm diameter OD (min. wall thickness 4.0mm) 19.4.3 200 mm diameter OD (min. wall thickness 4.9mm) 19.4.4 250 mm diameter OD (min. wall thickness 6.2mm) 19.4.5 300 mm diameter OD (min. wall thickness 7.7mm) 1035 19.5 Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20 mm nominal size) all-round PVC. pipes including bed concrete as per standard design: 19.5.1 110 mm diameter PVC. pipe 19.5.2 160 mm diameter PVC. pipe 19.5.3 200 mm diameter PVC. pipe 19.5.4 250 mm diameter PVC. pipe 19.5.5 300 mm diameter PVC pipe 1036 19.6 Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) up to haunches of PVC. pipes including bed concrete as per standard design : 19.6.1 110 mm diameter PVC. pipe 19.6.2 160 mm diameter PVC. pipe 19.6.3 200 mm diameter PVC. pipe 19.6.4 250 mm diameter PVC. Pipe 19.6.5 300 mm diameter PVC pipe 1037 19.7 Providing and fixing square- mouth S.W. gully trap class SP1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 19.7.1 100x100 mm size P type 19.7.1.1 With well burnt bricks 19.7.1.2 With Sewer bricks conforming to IS : 4885 19.7.2 150 x 100 mm size P type. 19.7.2.1 With well burnt bricks 19.7.2.2 With sewer bricks conforming to IS : 4885 19.7.3 180x150 mm size P type 19.7.3.1 With well burnt bricks 19.7.3.2 With Sewer bricks conforming to IS : 4885 1038 19.8 Providing and laying non- pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 sand) including testing of joints etc. complete : 19.8.1 100 mm dia. R.C.C. pipe 19.8.2 150 mm dia. R.C.C. pipe 19.8.3 250 mm dia. R.C.C. pipe 19.8.4 300 mm dia. R.C.C. pipe 19.8.5 450 mm dia. R.C.C. pipe 19.8.6 500 mm dia. R.C.C. pipe 19.8.7 600 mm dia. R.C.C. pipe 1039 19.9 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 sand ) R.C.C. top slab with Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design 19.9.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 19.9.1.1 With well burnt bricks 19.9.1.2 With Sewer bricks conforming to IS : 4885 19.9.2 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : 19.9.2.1 With well burnt bricks 19.9.2.2 With Sewer bricks conforming to IS : 4885 19.9.3 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : 19.9.3.1 With well burnt bricks 19.9.3.2 With Sewer bricks conforming to IS : 4885 1040 19.10 Extra for depth for manholes 19.10.1 Size 90x80 cm 19.10.1.1 With well burnt bricks 19.10.1.2 With Sewer bricks conforming to IS : 4885 19.10.2 Size 120x90 cm 19.10.2.1 With well burnt bricks 19.10.2.2 With Sewer bricks conforming to IS : 4885 1041 19.11 Constructing brick masonry circular type manhole 0.91m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) including centering shuttering all complete. (Foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : 19.11.1 With well burnt bricks 19.11.2 With Sewer bricks conforming to IS : 4885 1042 19.12 Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67m 19.12.1 With well burnt bricks 19.12.2 With Sewer bricks conforming IS : 4885 1043 19.13 Constructing brick masonry circular manhole 1.22m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement :3 sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 including centering shuttering all complete. (Foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) 19.13.1 With well burnt bricks 19.13.2 With Sewer bricks conforming IS : 4885 1044 19.14 Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68 m to 2.29 m : 19.14.1 With well burnt bricks 19.14.2 With Sewer bricks conforming IS : 4885 1045 19.15 Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design : 19.15.1 2.30m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) including centering shuttering all complete. (Foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : 19.15.1.1 With well burnt bricks 19.15.1.2 With Sewer bricks conforming IS : 4885 1046 19.16 Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : 19.16.1 With well burnt bricks 19.16.2 With Sewer bricks conforming IS : 4885 1047 19.17 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : 19.17.1 With 20x20 mm square bar 19.17.2 With 20 mm diameter round bar 1048 19.18 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm as per standard drawing and suitable to withstand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 1049 19.19 Replacement of M.S. foot rests in manholes including dismantling concrete blocks and fixing with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size): 19.19.1 With 20x20 mm square bar 19.19.2 With 20 mm diameter round bar 1050 19.20 Supplying and fixing C.I. cover without frame for manholes : 19.20.1 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg. 19.20.2 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg. 19.20.3 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg. 1051 19.21 Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality 19.21.1 Light duty D- 2.5 19.21.1.1 Rectangular shape 600x450mm internal dimensions 19.21.1.2 Square shape 450mm internal dimensions 19.21.1.3 Circular shape 450mm internal diameter 19.21.2 Medium duty - 10 19.21.2.1 Square shape 450mm internal dimension 19.21.2.2 Circular shape 500mm internal diameter 19.21.3 Heavy duty D - 20 19.21.3.1 Circular shape 560 mm internal diameter 19.21.4 Extra Heavy Duty - 35 19.21.4.1 Circular shape 560 mm internal dia. 1052 19.22 Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5kg. 1053 19.23 Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : 19.23.1 For pipes 100 to 230 mm diameter 19.23.2 For pipes 250 to 300 mm diameter 19.23.3 For pipes 350 to 450 mm diameter 1054 19.24 Providing sand cast iron drop connection externally for 60 cm drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased all-round with cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) with cement mortar 1:1 (1 cement : 1 sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per standard design and specifications : 19.24.1 100 mm dia. sand cast iron drop connection 19.24.2 150 mm dia. sand cast iron drop connection 1055 19.25 Extra for depths beyond 60 cm of sand cast iron drop connection complete : 19.25.1 For 100 mm dia. sand cast iron drop connection 19.25.2 For 150 mm dia. sand cast iron drop connection 1056 19.26 Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Brick work for Raising depth of manhole to be paid separately) : 19.26.1 Rectangular manhole 90x80 cm with rectangular cover 600x450 mm of grade LD - 2.5 19.26.2 Rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD - 10 19.26.3 Rectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD - 20 19.26.4 Circular manhole 140 cm dia with circular cover 600 mm dia of grade Extra heavy duty HD -35 1057 19.27 Constructing brick masonry road gully chamber 50x45x60cm with bricks in cement mortar 1:4 (1 cement : 4 sand) including 500x450 mm precast R.C.C. horizontal grating with frame complete as per standard design : 19.27.1 With well burnt bricks 19.27.2 With fly ash bricks 100 key/cm2 strangth 1058 19.28 Constructing brick masonry road gully chamber 45x45x77.5cm with bricks in cement mortar 1:4 (1 cement : 4 sand) with precast R.C.C. vertical grating complete as per standard design : 19.28.1 With well burnt bricks 19.28.2 With fly ash bricks 100 kg/cm2 strength 1059 19.29 Constructing brick masonry road gully chamber 110x50x77.5cm with bricks in cement mortar 1:4 (1 cement : 4 sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design : 19.29.1 With well burnt bricks 19.29.2 With fly ash bricks 100 kg/cm2 strength 1060 19.30 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 19.30.1 With well burnt bricks 1061 19.31 Constructing soak pit 1.20x1.20x1.20m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20m long complete as per standard design. 1062 19.32 Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 sand) including testing of joints etc. complete : 19.32.1 100 mm dia 19.32.2 150 mm dia 1063 19.33 Providing, laying and jointing half round glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 sand) including testing of joints etc. complete : Excavation to be paid seperataly 19.33.1 100 mm dia 19.33.2 150 mm dia 19.33.3 200 mm dia 19.33.4 230 mm dia 19.33.5 250 mm dia 19.33.6 300 mm dia 1064 19.34 Providing and laying half round RCC pipes class (light duty) with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 sand) including testing of joints etc. complete : Excavation to be paid seperataly 19.34.1 100 mm dia. Half round R.C.C. pipe 19.34.2 150 mm dia. Half round R.C.C. pipe 19.34.3 250 mm dia. Half round R.C.C. pipe 19.34.4 300 mm dia. Half round R.C.C. pipe 1065 19.35.1 Deduct for not provide C.I. manhole cover with frame for item No. 19.9.1.1 & 19.9.1.2 19.35.2 Deduct for not provide C.I. manhole cover with frame for item No. 19.9.2.1 & 19.9.2.2 19.35.3 Deduct for not provide C.I. manhole cover with frame for item No. 19.9.3.1 & 19.9.3.2 1066 19.36 Providing & Fixing of Precast RCC drain cover of size 600x 450 x70mm (thickness) with 4 holes, manufactured by using M-30 grade of concrete reinforced with 8mm dia Tor Steel @100mm c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @top face will have broom finish etc complete. 1067 19.37 Providing & Fixing of Precast RCC drain cover of size 750x600 x70mm (thickness) with 6 holes, manufactured by using M-30 grade of concrete reinforced with 8mm dia Tor Steel @100mm c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @top face will have broom finish etc complete. 1068 19.38 Providing & Fixing of Precast RCC drain cover of size 900x450 x90mm (thickness) with 8 holes, manufactured by using M-30 grade of concrete reinforced with two layers of 8mm dia Tor Steel @100mm c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @ top face will have broom finish etc complete. 1069 19.39 Providing & Fixing of Precast RCC drain cover of size 1150x400 x100mm (thickness) with 10 holes, manufactured by using M-30 grade of concrete reinforced with two layers of 8mm dia Tor Steel @100mm c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @top face will have broom finish etc complete. 1070 19.40 Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 900X450mm rectangular having weight of (complete unit) (weight of frame 11.7 kg + weight of cover 43.76kg ± 10%) (HD/25MT) having load bearing capacity (Point load 25MT) as per testing code BSEN 124:1994. Having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement. 1071 19.41 Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 450X600mm rectangular having weight of (complete unit) (weight of frame 1.84kg + weight of cover 14.2kg ± 10%) (LD/2.5MT) having load bearing capacity (Point load 2.5MT) as per testing code BSEN 124:1994. having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement. 1072 19.42 Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 300X300mm (square) having weight of (complete unit) (weight of frame 1.12kg + weight of cover 4.1kg ± 10%) (LD/2.5MT) having load bearing capacity (Point load 2.5MT) as per testing code BSEN 124:1994. having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement. 1073 19.43 Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 600mm (round) having weight of (complete unit) (weight of frame 13.6kg + weight of cover 43.1kg + - 10%) (HD/25MT) having load bearing capacity (Point load 25MT) as per testing code BSEN 124:1994. having lifting arrangement should have an insertion of 5 mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement 1074 19.44 Supplying and fixing of FRP/GRP composite manhole cover with frame of clear opening size 500mm (round) having weight of (complete unit) (weight of frame 11.2kg + weight of cover 41.78kg ± 10%) (HD/25MT) having load bearing capacity (Point load 25MT) as per testing code BSEN 124:1994. Having lifting arrangement should have an insertion of 5mm double sealed closed key hole and high strength plastic alloy/stainless steel socketed arrangement 1075 19.45 Deduct for not providing and installing FRP/GRP manhole cover size 19.45.1 900mmx450mm (weight of cover 43.76kg ± 10%) 19.45.2 450mmx600mm (weight of cover 14.2kg ± 10%) 19.45.3 300mmx300mm (weight of cover 4.1kg ± 10%) 19.45.4 600mm (weight of cover 41.78kg ± 10%) 19.45.5 500mm (weight of cover 43.1kg ± 10%) 1076 19.46 Providind, laying and jointing HDPE Double Wall corrugated (DWC) pipes (excavation to be paid seperately) 19.46.1 100 mm dia to 110 mm dia 19.46.2 150 mm dia to 160 mm dia 19.46.3 200 mm dia 19.46.4 250 mm dia 19.46.5 300 mm dia 1077 21.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion. 21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC15) 21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) 21.1.1.3 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) 21.1.2 For shutters of doors, windows and ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). 21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC15) 21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) 21.1.2.3 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) 21.1.3 Deduct for not providing EDPM rubber/neoprene gasket all around. 1078 21.2 Providing and fixing 12mm thick Pre-laminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. 21.2.1 Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side. 21.2.2 Pre-laminated particle board with decorative lamination on both sides. 1079 21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item) : 21.3.1 With float glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm) 21.3.2 With float glass panes of 5.0 mm thickness (weight not less than 12.50 kg/sqm ) 21.3.3 With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm ). 1080 21.4 Add extra for providing and fixing froasted glass instead of float glass 21.4.1 With glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm) 21.4.2 With glass panes of 5.0 mm thickness (weight not less than 12.50 kg/sqm ) 21.4.3 With glass panes of 8 mm thickness (weight not less than 20 kg/sqm ). 1081 21.5 Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body /plate with double spring mechanism and door weight upto 125 kg., for doors, including cost of cutting floors , embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge : 21.5.1 With stainless steel cover plate - minimum 1.25 mm thickness 21.5.2 With brass cover plate - minimum 1.25 mm thickness. 1082 21.6 Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately). 1083 21.7 Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer -in-charge. 1084 21.8 Providing and fixing machine moulded aluminium covering of approved pattern and design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceiling floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick and 15 mm dia, at a staggered pitch of 200mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per direction of Engineer-in-Charge : 21.8.1 Anodised aluminium sheet 2.5mm thick (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) 21.8.2 Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron) 1085 21.9 Filling the gap in between aluminium frame and adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. Upto 5 mm depth and 5 mm width 1086 21.10 Extra for applying additional anodic coating AC 25 instead of AC 15 to aluminium extruded sections. For fixed portion & for shutters of doors, windows and ventilators 1087 21.11 Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side having 12 mm air gap including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant ) etc. as per specifications, drawings and direction of Engineer-in-Charge complete. 1088 21.12 Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick and length as required with SS screws etc complete as per direction of Engineer-in-Charge. 21.12.1 Anodized (AC 15 ) aluminium tubular handle bar 21.12.2 Powder coated minimum thickness 50 micron aluminium tubular handle bar. 21.12.3 Polyester powder coated minimum thickness 50 micron aluminium tubular handle bar. 1089 21.13 Providing and fixing Brass 100 mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. 1090 21.14 Providing and fixing anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868. Minimum anodic coating of grade AC15) sub frame work for windows and ventilators with extruded built up standard tubular sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia and size (Dash fastener to be paid for separately). 1091 21.15 Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete. 21.15.1 Anodized (AC15) aluminium 21.15.2 Powder coated minimum thickness 50 micron aluminium. 21.15.3 Polyester powder coated minimum thickness 50 micron aluminium. 1092 21.16 Providing and fixing aluminium round shape handle of outer dia 100mm with SS screws etc. Complete as per direction of Engineer-in-Charge 21.16.1 Anodized (AC15 ) aluminium 21.16.2 Powder coated minimum thickness 50 micron aluminium 21.16.3 Polyester powder coated minimum thickness 50 micron aluminium. 1093 21.17 Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-Charge. (Only weight of grill to be measured for payment). 1094 21.18 Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double action hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-Charge (Door handle, lock and stopper etc.to be paid separately). 1095 21.19 Providing and fixing 50 micron thick reflective one way type heat /light control film to window/door glazing with complete accessories as per direction of Engineer-in-charge of approved brand and make. 1096 21.20 Providing and fixing 50 micron thick Frosted heat /light control film to window/door glazing with complete accessories as per direction of Engineer-in-charge of approved brand and make. 1097 21.21 Providing and fixing 25 micron thick Non reflective heat /light control film to window/door glazing with complete accessories as per direction of Engineer-in- charge of approved brand and make. 1098 21.22 Providing and fixing 12 mm thick toughened glass including all connectors and fixing accessories all complete for partitions, cubicals etc. As per direction of Engineer-in-Charge. 1099 21.24 Extra for froasted glass (with eching film) in item No. 21.22 1100 22.1 Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge consisting of: (i)     Ist layer of 22mm to 25mm thick approved and specified rough stone slab over a 25mm thick base of cement mortar 1:3 (1 cement: 3 sand) mixed with water proofing compound conforming to IS: 2645 in the recommended proportion over the levelling course ( levelling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound. (ii)         2nd layer of 25mm thick cement mortar 1:3 (1 cement: 3 sand) mixed with water proofing compound in recommended proportions. (iii)        Finishing top with stone aggregate of 10mm to 12mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer. (with 5 years service guarantee) Using rough Kota stone. 1101 22.2 Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge (with 5 years service guarantee) Using rough Kota stone. 1102 22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of : a)   Ist course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. b)   IInd course of 20mm cement plaster 1:3 (1 cement: 3 sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. c)    IIIrd course of applying blown or residual bitumen applied hot at 1.7 Kg. per sqm of area. d)      IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm.) (with 5 years service guarantee) 1103 22.4 Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete (with 5 years service guarantee) 22.4.1 Serrated with central bulb (225mm wide, 8- 11mm thick). 22.4.2 Dumb bell with central bulb (180mm wide, 8mm thick). 22.4.3 Kickers (320mm wide, 5mm thick). 1104 22.5 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a)  First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b)  Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 1105 22.6 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a)     After surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. b)    Laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c)   Third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around. 1106 22.7 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a)  Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b)  Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-Charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 sand) admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in- Charge: (with 5 years service guarantee) With average thickness of 120mm and minimum thickness at khurra as 65 mm. 1107 22.8 Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area for each course, second course of roofing felt type 3 grade-I (hessian based self finished bitumen felt) and fourth and final course of stone grit 6mm and down size or pea-sized gravel spread at 6 cubic decimeter per square metre including preparation of surface but excluding grading complete with : (with five years service gurantee). Bitumen felt (hessian base) type 3 grade I conforming to IS: 1322. 1108 22.9 Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth course of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45, 1.20 and 1.45 Kg per square metre of area respectively, second and fourth courses of roofing felt type 3 grade I conforming to IS : 1322 (Hessian based self finished bitumen felt) conforming to IS : 1322 and sixth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic dm per sqm including preparation of surface but excluding grading, complete. (With five years service gurantee). 1109 22.10 Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blown or / and residual bitumen applied hot at 1.45, 1.20 and 1.70 kg per square metre of area respectively, second and fourth courses of roofing felt type 2 grade I (fibre base self finished bitumen felt) six and final courses of stone grit 6 mm and down size or pea sized gravel spread at 6cu.dm per sqm including preparation of surface, excluding grading, complete. (With five years service gurantee). 1110 22.11 Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blow or/ and residual bitumen applied hot at 1.45, 1.20 and 1.70 kg per square metre of area respectively, second and fourth courses of roofing felt type 2 grade II (glass fibre base self finished bitumen felt) and sixth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic dm per sqm including preparation of surface but excluding grading, complete. (With five years service gurantee) 1111 22.12 Deduct for omitting in water proofing treatment final course of spreading stone grit 6mm down size or pea sized gravel at 6 cudm per sqm. 1112 22.13 Supplying and applying bituminous solution primer on roof and or wall surface at 0.24 litre per sqm. 1113 22.14 Grading roof for receiving water proofing treatment with 22.14.1 Cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) 22.14.2 Cement mortar 1:3 (1 cement : 3 sand) 22.14.3 Cement mortar 1:4 (1cement : 4 sand) 1114 22.15 Providing and laying insitu six course water proofing treatment with APP (Atactic poly- propylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm,conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. (with 5 years service guarantee) 1115 22.16 Providing and laying in situ four course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm, conforming to IS : 702, 3rd layer of roofing membrane APP modified Polymeric membrane 2.0mm thick of 3.00 Kg/sqm weight consisting of five layers prefabricated with centre core as 100micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20micron HMHDPE film. (with 5 years service guarantee). 1116 22.17 Providing and laying in situ six course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric membrane over roof consisting of first coat of bitumen primer @ 0.40Kg per sqm, conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 2.0mm thick of 3.00 Kg/sqm weight consisting of five layers prefabricated with centre core as 100 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20micron HMHDPE film. (with five years service gurantee). 1117 22.18 Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2mm thick water proofing membrane for corrugated roof sheets, black finished reinforced with glass fibre matt consisting in longitudinal and transverse direction at 23°C as 350/300 N/ 5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacture of membrane. (With five years service gurantee). 1118 22.19 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer of the membrane shall be as under:Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : (with 5 years service guarantee) 1119 22.20 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 ltr/sqm. by the same membrane manufacture of density at 23°C as 650/450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane: (with 5 years service guarantee). 1120 22.21 Extra for covering top of membrane with Geotextile, 120gsm non woven, 100% polyester of thickness 1 to 1.25mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. [for item No. 22.18 to 22.20] 1121 22.22 Water proofing treatment over Roof, Wall, Chajjas,, Balcony with fibre glass mesh and Sealer coat at leakage/ seepage area consisting of (i)   Surface preparation roughening of surface, opening cracks in ‘V’ groove in size of 5mmX10mm (WXD), filling of cracks with putty with laying fiber glass mesh, Cleaning of surface by scrubbing with steel wire/Nylon brush. Removing all dust particles and washing with adequate water to clean completely. (ii)     Providing and applying 1st coat of fibre glass mesh (minimum thicknes 70-80 micron) and two component flexible waterproof and protective modified mortar, dry powder 80% chemical 20% acrylic resin having 30% solid contents) with mix proportion of part 1 and 2 with proper mixing with laying of fiber glass mesh (of weaving size of 10X10 yarn/inch duly coated with alkaline resistant polymer). Allow the coating to air cure for minimum 2 Hrs. After two hours of 1st coat applying 2nd coat (minimum thickness 100 micron) of fibre glass mesh of with mix proporation of part 1 and 2 with proper mixing. Allow the coating to air cure for minimum 2 hrs. Consumption of two component should be acrylic resin @17.90 kg for 10 sqm area or as per manufacture instructions. (After two coats of diamond shield, surface is to be cured properly minimum for 4 hrs. before application of third coat). (iii) Providing and applying 1st coat of sealer coat 50-60 micron (single component Hight build elastomeric, fixable pure acrylic waterproofing membrane having solid content of 65%) and allow it to air cure for 4Hrs. minimum. After two hours minimum of 1st coat applying 2nd and finals coat 120-140 micron of sealer coat and allow it to air cure for 4 Hrs mimimum. Consumption of Sealer coat should be @ 5.40 kg per 10 sqm area. (iv) The treated area should be cure with water for 48 hrs. by flooding the surface. (v) The final appearance of the coating will be milky white. All above operations to be done in order.(five years guarantee) 1122 22.23 Providing water proofing treatment over Roof, Wall, Chhajjas, Balcony with Rubberized elastomeric cold applied liquid waterproofing membrane blend of special resin and rubber with more than 1300% elongation (confirming ASTM-D2370-98), at leakage/seepage area consisting of the following operation. (i)Removal of damaged waterproofing treatment if any like bituminous membrane / plaster/ brick bat koba/screeding etc. (ii) Surface preparation: Roughening of surface by scrubbing with steel wire/ Nylon brush/ Removing all dust particles and washing with adequate water to clean completely, opening of cracks in V groove in size of 5mm x 10m (WxD), filling of cracks with elastomeric creak filler/PU sealent repair of potholes and holor making on roof surface by polymer mortar with adding SBR bonding agent. (iii) Providing and applying 1st coating of rubberized elastomeric liquid membrane as primer (ratio 1:2 1 part liquid membrane and 2 part water) by brush/ Roller/ Spray having minimum thickness of 70-80 micron. Allow the coating to set in natural air for minimum 2 hrs, then put reinforcement by laying 45gsm fibre glass mesh and applying 2nd coat of rubberized elastomeric liquid membrane (Ratio: 1 part membrane and 20% water) with minimum thickness 100-120 micron. Allow the coating to set in natural air for minimum 12 hrs. (iv) Providing and applying 3rd coat of rubberized elastomeric liquid membrane (Ratio: 1 part membrane and 10% water). Total DFT (Dry film thickness) thickness after 3rd coat must be 280-300 micron and consumption in three coats @ 6.5kg for 10sqm. (v) Providing and applying 4th and 5th coat of High quality waterproof membrane in white colour, single component special synthetic resin based flexible thixotropic white color coating with excellent UV resistance (SRI - 144) with more than 300% elongation (confirming ASTM D 412-98) in ratio: 1 part membrane and 10% water thickness of 200 micron DFT in two coats, with average consumption @ 5kg per 10 sqm. After application of fourth coat let it air dry for minimum 3 hrs before application of fifth coat. (vi) The treated area must be tested for water leakage/seepage by flooding with water for 48 hrs (vii) Application of membrane coating shall be got done by authorized applicator of manufacturer. (viii) 5 years of service guarantee to be provided.All above operations to be done in order as per direction on Engineer-in-Charge. 1123 22.24 Supplying and applying fibre reinforced, UV resistant elastomeric liquid applied waterproofing & Heat reflective coating coating with PU Hybrid polymers & acrylic fibers. The coating shall resist 10 bars of water pressure as per DIN 1048 standards, with elongation of 350% as per ASTM D412 & crack bridging of upto 2.5mm conforming to ASNZ standard. The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as recommended by the manufacturer’s specification and as per the direction of Engineer-in-Charge. 1124 22.25 Supplying and applying two component elastomeric acrylic polymer modified cementitious waterproofing coating, having 80% elongation as per ASTM D412, resisting 5 bars hyrostatic pressure as per DIN 1048, reduction to rapid chloride shall be 70 as per DIN 1048, crack bridging upto 1.2mm as per ASTM 4548.5. The coating shall have food grade certificate from laboratories like CFTRI. The mixing ratio of the coating shall be 2 parts of powder & 1 part of liquid without any water addition in the mixing, etc., complete as per manufacturers specifications and as per direction of Engineer-in-Charge. 1125 22.26 Providing and applying UV Stable polyurethane liquid water proofing membrane having Sun Reflectivity Index (SRI) of 106 on top of concrete roof / Retainning wall / Old layer of bituminous surfaces / Polyurethane foam and metal surfaces in three or more coats @20kg/ 10 sqm consisting of a coat of two component epoxy primer in ratio of 1:3(one part of resin and 3 parts of hardner) at a consumption of 2kg/10sqm. the vital physical and chemical parameters shall be as under : Min Elongation at break of 600% as per ASTM D412 and tensile strength of 3.0 N/mm2 as per ASTM D412. The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as recommended by the manufacturer’s specification and direction of Engineer-in-Charge. 1126 22.27 Supplying & installing waterproofing treatment by using 1.2 mm thick HDPE membrane before casting of the base RCC slab. The pre-applied membrane gets bonded to the underneath of the poured concrete used as base slab. The membrane shall consist of a thick HDPE film, a highly aggressive pressure sensitive adhesive and weather resisting coating which bonds integrally to poured concrete of base slab. The membrane shall conforms to basement waterproofing protection to grades 2, 3 & 4 as defined in BS 8102:2009. The waterproofing membrane shall have following minimum properties: a)    Resist hydrostatic pressure of up to 70 m head of water as per ASTM D5385; b)      Puncture Resistance of 950 N (as per ASTM E154) c)      Elongation of >400 % (as per ASTM D412) d)    Peel Strength of concrete: >1500 N/m (as per ASTM D903) e)      Tensile strength of 28.2 MPA (as per ASTM D412). 1127 22.28 Providing and applying 2.0 mm thick twin colour flexible PVC waterproofing membrane. Flexibility under low temperatures as per EN 495-5 should be < - 20degC. On all horizontal surfaces Geotextile 300 Gsm to be laid over PCC, than laying PVC membrane over Geotextile and to be sealed with hot air welding method at all joints and over PVC membrane provide 300 Gsm Geotextile Then protection screed of suitable thickness. On all vertical surfaces Geotextile 300 Gsm to be laid along with Vertical wall, than laying PVC membrane over Geotextile and to be sealed with hot air welding method at all joints and over PVC membrane providing protection layer of Drain Board HDPE Dimple sheet before back filling of soil. 1128 22.29 Providing and applying waterproofing & Heat reflecting roof coating with 100% acrylic elastomeric polymers. Contains 30% Volume solid, tensile strength 8 kg/cm², crack bridging, VOC 30 ± 5 gm/ltr upto 2 mm. then applying two coats with forced coverage of 20 sqft/ltr/two coats. The operation shall be carried out after scrapping & propely clening the surface to remove loose particles with wire brush/Jet washer. Apply 1 coat @1 ltr/10 sqm & 3 undiluted coats @ 8 ltr/10 sqm with 4 hrs interval of each coat.The work shall be carried out as recommended by the manufacturer’s specification & the direction of the Engineer- in-Charge. 1129 22.30 Providing & applying crack fill paste for crack filling up to 5 mm cracks.Widen the crack by putty knife in V/U shape & apply 1st priming coat of crack fill paste diluted with water in 1:1 proportion over the crack by brush. Apply 2nd coat with filling of crack fill paste when the surface is tacky but not dried completely with putty knife & spatula.After 4 hours of application 2nd coat apply 3rd coat of Crack fill paste. The work shall be carried out as recommended by the manufacturer’s specification & the direction of the Engineer-in-Charge 1130 22.31 Providing & applying single pack component, solvent-free, cold applied, Polyurethane modified, elastomeric liquid applied waterproofing membrane- PU coat with excellent UV resistant capacity, The material shall meet the requirement as specified in ASTM D2370-98 of elongation at break of film>350% with geotextile fleece =50% approx.The work shall be carried out as recommended by the manufacturer’s specification & the direction of the Engineer- in-Charge. The product performance shall carry guaranteed for 5 year against any leakage. 22.31.1 For Horizontal surface (with Geotextile fleece) two coats without dilution & 1 Self priming coat- 50% dilution with water @ 10 kg/m2 22.31.2 For Horizontal surface (without Geotextile fleece) two coats without dilution & 1 Self priming coat- 50% dilution with water @ 10 kg/m2 1131 22.32 Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and Compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-Charge. The product performance shall carry guarantee for 10 years against any leakage. 1132 22.33 Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on positive side. The crystalline slurry shall be capable of self- healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. 22.33.1 For vertical surface two coats @ 0.70 kg per sqm 22.33.2 For horizontal surface one coat @1.10 kg per sqm. 1133 22.34 Providing and applying integral crystalline (dry shake) of hydrophilic in nature for waterproofing treatment to the RCC structures like basement raft, foundation slab, sewage & water treatment plant slab, warehouses floor, parking structures and water tank base slab etc. crystalline dryshake shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product Performance shall carry guarantee for 10 years against any leakage. 1134 22.35 Providing and applying crystalline mortar by mixing in the ratio of 4.5 : 1 (4.5 parts crystalline mortar : 1 part water) for the treatment of faulty construction joints, cracks, tie rod holes and spalled & honeycombed surface of RCC underground structures like basement, water tanks, bridge deck etc. to ensure water tightness. The crystallie mortar shall conform to the EN 1504-3 having compressive strength Class R4 > 45 MPa and adhesive bond strength Class R3 > 1.5 MPa. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge.The product performance shall carry guarantee for 10 years against any leakage. 22.35.1 For sealing cracks and faulty construction joints, routed out/making U-shape groove size 25x25mm and then primed the area with integral crystalline slurry @0.05kg/ running metre and while the surface is tacky filled the groove upto surface with crystalline mortar @1.50kg/ running metre. Once crystalline mortar is touch dry then finally applied two coats of integral crystalline slurry @0.05kg/running metre per coat. 22.35.2 For patching of tie rod holes, prepared tie rod hole surface and then primed the area with integral crystalline slurry @ 0.070 kg/sqm and while the surface is tacky repair and then filled the tie rod holes with crystalline mortar @ 0.040 kg per hole. The crystalline mortar should be tightly rodded into tie rod holes or packed tightly (For 25x25x25 mm tie rod hole, use 0.040 kg to fill the hole) 1135 22.36 Providing and applying of swellable type water stop tape, 19mm x 25mm thick in linear meter (expansive nature) for construction joints treatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc. After cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running meter. Over the primed surface swellable type water stop tape shall be placed. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage. 1136 22.37 Providing and applying waterproofing treatment in bathroom or tiled balcony area without breaking or removing tiles, by using waterproofing sheets as per manufacturers data sheet instructions. Permitting use of bathroom/balcony after 24 hours of application of treatement, Complete with materials and labour and gurantee of leakage for a period of 5 year. 1137 23.11 Providing and fixing 2 mm thick homogeneous conductive PVC (Poly Vinyl Flooring) EN (European Standard), total weight is 3250 g/m2, approx. PUR (Polyurethane Reinforced ), abrasion group P: ≤2.00 mm, residual indentation approx. 0.03 mm, anti-bacterial and fungal resistance, castor wheel test qualified, dimensional Phthalate free, directional in design.The floor finish should be termite free at the room perimeter passing over a concealed cove forming and continuing up on the wall upto 100mm.Recommended to use in area like ICU , Post operative, Recovery rooms, OPD, Patient rooms, Corridors ,passages etc. 1138 23.12 Providing and fixing permanently static dissipative pressed homogeneous conductive PVC ( Poly Vinyl Flooring) EN (European Standard), anti static, wear layer thickness is 2mm (EN429), vinyl flooring having carbon backing with total weight 3000 g/m2 ESD approved, restorable properties, available in rolls. 100% recyclable (eco - freindly). Low VOC emission after 28days of installation (lower than ≤100μg/m3), Phthalate free non-directional in Design. Recommended to use in area like Operation theater, ICU, Server room, etc. 1139 23.13 Providing and fixing 0.92mm thick hetrogeneous compact PVC (Poly Vinyl Wall Covering) for Interior wall area, with wear layer thickness 0.12mm of PVC, EN(European Standard) total weight is 1500 g/m2, approx PUR (Polyurethane Reinforced), good resistance to chemical and fire, doesn’t favour in growth of fungi and bacterial, 100% recyclable (eco-freindly), low VOC emissions after 28 days of installation (lower than ≤10μg/m3), phthalate free, directional in design, The wall finish should termite free at the room perimeter. Recommended to use in area like OT,ICU, Corridors, Patient Room etc. 1140 23.14 Providing and fixing 1.3mm thick homogeneous PVC (Poly Vinyl Wall Covering) for interior area with wear layer thickness 1.3 mm of PVC, EN (European Standard) total weight is 2100 g/m2,approx. PUR (Polyurethane Reinforced), good resistant to chemical and fire, doesn’t favour in growth of fungi and bacterial, 100% recyclable (eco-freindly), low VOC emissions after 28days of installation (lower than ≤10μg/m3), phthalate free, directional in design.The wall finish should termite free at the room. Recommended to use in area like OT.ICU,Corridors, Passages , Patient Room Etc 1141 23.15 Supply and installation of 2mm thick homogeneous vinyl flooring, Highest abrasion wear rating Group T (EN660), binder content exceeds 55% of the flooring composition, no waste technology, consisting of PVC resin, plasticizers and stabilizers, type I. flooring ( (EN ISO 23997) max 0.4%, Abrasion group (MSZ EN 660-1) T, Fire resistance EN 13501-1 BF1-s1, Slip resistance DIN 51130 R9, EN 13893 DS, electrical resistance EN 1815 <2 kv, Chemical resistance EN ISO 26987, Castor chair resistance EN ISO 4918, Hygenie Bacterial resistant, Seaming method - hot welding, finishing complete . Recommended to use in area like Operation theater, ICU, Server room, etc. 1142 24.8 Supplying and installation of moisture resistant/fire resistant 6 mm thick Heavy duty fiber cement board (High pressure steam cured) conforming to IS 14862:2000 of category III type B as per standard sizes fixed with self- drilling / taping screws. Screws shall be of counter sunk rib head of 1.60mm to 4 mm thick of 8 to 10 gauge of length varying from 25 to 45 mm. 1143 24.9 Providing and fixing thermal insulation with Resin Bonded glass wool conforming to IS: 8183, having density 48 kg/m3. 50 mm thick, wrapped in 200 G Virgin Polythene Bags fixed to wall with screw, rawl plug and washers and held and in position by crisscrossing GI wire etc. complete as per directions of Engineer-in-Charge. 24.9.1 Providing and fixing insulation with resin bonded Glass wool 24.9.2 Providing and fixing insulation with resin bonded Rock wool 1144 24.11 Providing and fixing precoatedgalvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) 0.50 mm + 0.05 %, total coated thickness with zinc coating 120 gsmlength upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self-drilling /self-tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1145 24.12 Providing and fixing precoatedgalvanised steel sheet roofing accessories 0.50 mm + 0.05 % total coated thickness, Zinc coating 120gsm as per IS: 277 in 240 mpa steel grade, 5- 7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self-drilling/ self-tapping screws complete : 24.12.1 Ridges plain (500 - 600mm). 24.12.2 Flashings/ Aprons.( Upto 600 mm) 24.12.3 North light curves. 24.12.4 Barge board (Upto 300 mm). 24.12.5 Crimp curve 24.12.6 Gutter. (600 mm over all girth). 1146 25.1 Providing and fixing white vitreous china Anti germ Fluoro-Polymer Coated Water closet squatting pan with 100 mm sand cast Iron P and S- trap, and 7.2 liter Low level, dual flush, PP (Poly Propylene) made open slim wall hung cistern capacity 3 liter/6 liter flushing, with all fittings and fixtures complete including cutting and making good the wall and floors wherever required. 25.1.1 White Vitreous china Anti germ Fluoro-Polymer coated Orissa Pattern W. C. Pan of Size 440x575x250 mm With integral foot rests. (Premium Range) 25.1.2 White Vitreous china Anti germ Fluoro-Polymer coated Orissa pattern W. C. pan of size 410x515x255 mm with integral foot rests. (Premium Range) 1147 25.2 Providing and fixing white vitreous china pedestal type Anti germ Fluoro-Polymer Coated Water Closet with soft closing seat cover, and 7.2 litre Low level slim dual flushing, PP (Poly Propeline) made 80 mm thick concealed flushing cistern, flushing capacity 3 litre/6 litre, with all fittings and fixtures complete including cutting and making good the wall and floors wherever required. 25.2.1 Anti-germ Fluoro-Polymer Coated (nano coating) European W. C. pan size 360x545x395 mm with solid poly propelyne made soft closing seat cover (Premium Range) 25.2.2 Anti-germ Fluoro-Polymer Coated Water Closet European type W. C. pan size 360x545x395 mm with solid poly propelyne made soft closing seat cover (Premium Range) 1148 25.3 Providing and fixing white vitreous china European Wall hung Anti germ Fluoro-Polymer Coated water closet of approved shape with soft closing seat cover, and 7.2 litre Low level slim dual flushing, PP (Poly Propylene) made 80 mm thick concealed flushing cistern, flushing capacity 3 litre/6 litre, with all fittings and fixtures complete including cutting and making good the wall and floors wherever required. 25.3.1 Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet Size 380x520x375 mm with solid poly propelyne made soft closing seat cover (Premium Range) 25.3.2 Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet size 390x570x365 mm with solid poly propelyne made, soft closing seat cover (Premium Range) 25.3.3 Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet size 360 x 500x360 mm with solid poly propelyne made, soft closing seat cover (Premium Range) 25.3.4 Anti germ Fluoro-Polymer Coated (Nano coating) Wall hung water closet size 360x500x330 mm or greater size with solid poly propelyne made, soft closing seat cover (Premium Range) 1149 25.4 Providing and fixing white vitreous china Anti germ fluoro-polymer coated couple water closet flushing capacity 3 and 6 litre of approved shape with 15mm quarter turn angular stop cock and pvc connection pipe i/c cutting and making good the wall and floors wherever required with all fittings and fixtures etc. complete . 25.4.1 Anti germ Fluoro-Polymer Coated couple water closet Size 420x710x810 mm with solid poly propelyne made soft closing seat cover. (Premium Range) 25.4.2 Anti germ Fluoro-Polymer Coated couple water closet Size 380x610x805 mm with solid poly propelyne made soft closing seat cover. (Premium Range) 25.4.3 Anti germ Fluoro-Polymer Coated couple water closet Size 370 x 640 x 760mm with solid poly propelyne made soft closing seat cover. (Premium Range) 25.4.4 Anti germ Fluoro-Polymer Coated couple water closet Size 375 x 650 x 800 mm with solid poly propelyne made soft closing seat cover. (Premium Range) 1150 25.5 Providing and fixing white vitreous china Anti germ fluoro-polymer coated single piece W.C. dual flushing capacity 3 and 6 litre of approved shape with 15mm quarter turn angular stop cock and pvc connection pipe i/c cutting and making good the wall and floors wherever required all fittings and fixtures etc. complete. 25.5.1 Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 370x695x795 mm with solid poly propelyne made soft closing seat cover.(Premium Range) 25.5.2 Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 395x710x730 mm with solid poly propelyne made soft closing seat cover.(Premium Range) 25.5.3 Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 385 x 720 x 710mm with solid poly propelyne made soft closing seat cover.(Premium Range) 25.5.4 Anti germ Fluoro-Polymer Coated Single Piece W.C. Pan Size 360 x 640 x 685 mm with solid poly propelyne made soft closing seat cover.(Premium Range) 1151 25.6 Providing and fixing white vitreous china made Anti germ fluoro-polymer coated extended wall hung type couple closet along with dual flushing cistern flushing capacity 3 & 6 litre approved shape with 15mm quarter turn angular stop cock and pvc connection pipe i/c cutting and making good the wall and floors wherever required all fittings and fixtures etc. complete. 25.6.1 Anti germ Fluoro-Polymer Coated extended wall hung type couple closet Size 760X360X635mm with solid poly propelyne made soft closing seat cover (Premium Range) 25.6.2 Providing and fixing white vitreous china made Anti germ fluoro-polymer coated extended wall hung type couple closet Size 380x650x730 mm along with dual flushing cistern flushing capacity 3 & 6 litre. (Premium Range) 1152 25.7 Providing and fixing white vitreous china type Anti germ Fluoro-Polymer Coated Wash Basin with C.I. Brackets, 15 mm C. P. wall mounted pressmatic pillar cock auto closing system (decol technology), 15mm quarter turn angular stop cock, 32 mm C.P. brass made waste coupling length 130mm and 32 mm C.P. Brass Made Bottle Trap size 200x300mm fittings and fixtures complete including Painting of fittings and cutting and making good the wall and floors wherever required. 25.7.1 White Vetrious China Anti germ Fluoro-Polymer Coated Wash Basin Size 595x435x185 mm with basin mounted pressmatic pillar cock auto closing system (decol technology). (Premium Range) 1153 25.8 Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin with 15 mm C. P. wall mounted pressmatic Pillar cock auto closing system (decol technology), 32 mm C.P. brass waste coupling length 130mm and 32 mm C.P. brass bottle trap size 200x300mm i/c cutting and making good the wall and floors wherever required all fittings and fixtures etc. complete. 25.8.1 White Vetrious China Anti germ Fluoro-Polymer Coated Wash Basin Size 570x820x195 mm with wall mounted pressmatic pillar cock auto closing system (decol technology). (Premium Range) 25.8.2 Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin Size 570x820x195 mm with 15 mm C. P. wall mounted pressmatic Pillar cock auto closing system (decol technology). (Premium Range) 1154 25.9 Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin with 15 mm C. P. wall mounted single lever concealed basin mixture, (cartridge size 32 mm) 32 mm C. P. brass waste coupling length 130mm and 32 mm C. P. brass bottle trap size 200x300mm i/c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete. (Premium Range) 25.9.1 White Vetrious China Anti germ Fluoro-Polymer Coated Wash Basin Size 615x415x150mm with wall mounted single lever concealed basin mixture (cartridge size 32mm.) (Premium Range) 25.9.2 Providing and fixing white vitreous china type Anti germ fluoro-polymer coated counter top wash basin Size 600x400x185 mm with 15 mm C. P. wall mounted single lever concealed basin mixture. (Premium Range) 1155 25.10 Providing and fixing white vitreous china type Anti germ Fluoro-Polymer Coated Wash Basin with 15 mm Table mounted single lever Tall boy basin mixture, (cartridge size 32 mm) 15mm quarter turn angular stop cock, 32 mm C. P. brass made waste coupling length 130mm and 32 mm C.P. Brass Made Bottle Trap size 200x300mm fittings and fixtures complete including Painting of fittings and cutting and making good the wall and floors wherever required. 25.10.1 White Vetrious China Anti germ Fluoro-Polymer Coated Wash Basin Size 595x435x185 mm with Table mounted single lever Tall boy basin mixture, (cartridge size 32mm.) (Premium Range) 25.10.2 White vitreous china type Anti germ fluoro- polymer coated counter top wash basin Size 530x420x140 mm with tall boy basin mixture, (cartridge size 32 mm). (Premium Range) 1156 25.11 Providing and fixing white vitreous china flat back Anti germ fluoro-polymer coated urinal (Inbuilt spreaders, bottle trap and ceramic waste coupling) with 15mm brass pressmatic auto closing concealed urinal flush valve with wall flange (decol technology, 400000 operation warranted) i/c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete . 25.11.1 White Vitreous China Anti germ Fluoro-Polymer Coated Urinal Size 340x325x650 mm. (Premium Range) 25.11.2 White Vitreous China Anti germ Fluoro-Polymer Coated Urinal Size 475x315x715 mm. (Premium Range) 25.11.3 White Vitreous China Anti germ Fluoro-Polymer Coated Urinal Size 385x325x635 mm. (Premium Range) 1157 25.12 Providing and fixing white vitreous china Flat Back Anti germ Fluoro-Polymer Coated urinal (Inbuilt spreaders, Inbuilt Bottle trap and inbuilt ceramic Waste coupling)with sensotronic concealed type flushing valve for urinal complete set with installation box with control cock complete including painting of fittings and brackets, cutting and making good the wall and floors wherever required . 25.12.1 White Vetrious China Anti germ Fluoro-Polymer Coated Urinal Size 340x325x650 mm with sensotronic concealed type flushing valve for urinal complete set with installation box with control cock. (Premium Range) 25.12.2 White Vetrious China Anti germ Fluoro-Polymer Coated Urinal size 385x325x635 mm with concealed sensotronic flushing valve for urinal complete set with installation box, (Premium Range) 1158 25.13 Providing and fixing white vitreous china Flat Back Anti germ Fluoro-Polymer Coated Urinal (Inbuilt spreaders, Inbuilt Bottle trap and inbuilt ceramic Waste coupling) with 15mm Brass made pressmatic (Decol technology, 400000 operation warranted) concealed flushing Stop cock complete including painting of fittings and brackets, cutting and making good the wall and floors wherever required . 25.13.1 White Vetrious China Anti germ Fluoro-Polymer Coated Urinal Size 480x300x740 mm with 15mm Brass made pressmatic auto closing concealed urinal flush valve with wall flange (Decol technology, 400000 operation warranted). (Premium Range) 1159 25.14 Providing and fixing white vitreous china Flat Back Anti germ Fluoro-Polymer Coated Urinal (Inbuilt spreaders, Inbuilt Bottle trap and inbuilt ceramic Waste coupling)with sensor complete including painting of fittings and brackets, cutting and making good the wall and floors wherever required. 25.14.1 White Vetrious China made Flat Back Anti germ Fluoro-Polymer Coated Urinal (Inbuilt spreaders, Inbuilt Bottle trap and inbuilt ceramic Waste coupling) Size 340x325x650 mm with sensor (Premium Range) 25.14.2 Providing and fixing white vitreous china flat back Anti germ fluoro-polymer coated Urinal size 7475x315x715 mm (Inbuilt spreaders, bottle trap and ceramic waste coupling) with inbuilt sensor for flushing. (Premium Range) 1160 25.15 Providing & Fixing 8mm thick froasted Urinal glass partition size 900x450mm brass made bracket with chrome plating. (Premium Range) 1161 25.16 Providing & Fixing 8mm thick froasted Urinal glass partition size height 900 mm top width 450mm and bottom width 300mm brass made bracket with chrome plating. (Premium Range) 1162 25.17 Providing & Fixing plain bath tub of size 180x80x47cm body made of PMMA (Poly Methyl metha acrylate) with 20mm wooden reinforcement. (Premium Range) 1163 25.18 Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) Pillar cock. (Premium Range) 1164 25.19 Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn)Bib cock. (Premium Range) 1165 25.20 Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating. 10 micron and chrome plating 0.3 micron, quarter turn) Angular stop cock. (Premium Range) 1166 25.21 Providing and fixing in position best Indian (bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) Concealed stop cock. (Premium Range) 1167 25.22 Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) Wall Mixer with 115mm bend. (Premium Range) 1168 25.23 Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) 3-in1 Wall Mixer .(Premium Range Sanitary Ware) 1169 25.24 Providing and fixing in position best Indian C. P. brass made quarter turn (Ceramic disc Size 25mm) Flush Cock for Indian W. C. (Orissa Pan). (Premium Range) 1170 25.25 Providing and fixing in position best Indian single Lever Auto Mixing Wall Mixer (Cartridge Size 40mm, nickel plating 0.10 micron and chrome plating 0.3 micron) for Shower area use only. (Premium Range) 1171 25.26 Providing and fixing in position best Indian single Lever Auto mixing Basin Mixer (Cartridge Size 32mm, nickel plating 0.10 micron and chrome plating 0.3 micron) For Wash Basin area use only. (Premium Range) 1172 25.27 Providing and fixing in position best Indian single Lever Auto Mixing Diverter (Cartridge Size 47mm, nickel plating 0.10 micron and chrome plating 0.3 micron) for Shower area use only. (Premium Range) 1173 25.28 Providing and fixing in position best Indian C. P. brass made Spout (nickel plating 0.10 micron and chrome plating 0.3 micron). (Premium Range) 1174 25.29 Providing and fixing in position best Indian C. P. brass made Shower Arm Length 300mm (nickel plating 0.10 micron and chrome plating 0.3 micron). (Premium Range) 1175 25.30 Providing and fixing in position best Indian C. P. brass made Shower Arm Length 450mm (nickel plating 0.10 micron and chrome plating 0.3 micron).(Premium Range Sanitary Ware) 1176 25.31 Providing and fixing in position best Indian C. P. brass made Shower Arm Length 600mm (nickel plating 0.10 micron and chrome plating 0.3 micron) .(Premium Range Sanitary Ware) 1177 25.32 Providing and fixing in position best Indian shower rose 300x300mm square body and face chrome plated, brass made body, Silicon based Rubbit cleaning nozzles.(Premium Range Sanitary Ware) 1178 25.33 Providing and fixing in position best Indian shower rose 150mm dia, body and face chrome plated, brass made body, Silicon based Rubbit cleaning nozzles.(Premium Range) 1179 25.34 Providing and fixing in position best Indian shower rose 200mm dia body and face chrome plated, brass made body, Silicon based Rubbit cleaning nozzles .(Premium Range) 1180 25.35 Providing and fixing in position best Indian shower rose 240mm body and face chrome plated, brass made body, Silicon based Rubbit cleaning nozzles.(Premium Range) 1181 25.36 Providing and fixing in position best Indian (bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) 2- way Bib Cock .(Premium Range) 1182 25.37 Providing and fixing in position best Indian Health Faucet with 8mm dia 1.20 meter long Flexible Tube and wall bracket with N. R. V. (non-return wall).(Premium Range Sanitary Ware) 1183 25.38 Providing and fixing in position best Indian Auto Closing Pillar Cockdody with 65 mm extension (with DECOL cartridge) for wash basin use. (Premium Range) 1184 25.39 Providing and fixing in position best Indian Auto Closing Bib Cock with built in control cock wihh wall flange (with DECOL cartridge) for common area use. (Premium Range) 1185 25.40 Providing and fixing in position best Indian Auto Closing Urinal valve open type with built in control cock wihh wall flange (with DECOL cartridge) for urinal use only. (Premium Range) 1186 25.41 Providing and fixing in position best Indian Auto Closing Urinal valve concealed type (with DECOL cartridge) for urinal use only. (Premium Range) 1187 25.42 Providing and fixing in position best Indian Auto Closing wall mounted Pillar Cock (with DECOL cartridge) for wash basin use only. (Premium Range) 1188 25.43 Providing and fixing in position best Indian Auto Closing 40mm Flush valve (for W. C. European and Wall Hung Type) concealed type (with DECOL technology/ cartridge). (Premium Range) 1189 25.44 Providing and fixing in position best Indian Auto Closing 40mm Dual Flow (3.0/6.0 liter) Flush valve (for W. C. European and Wall Hung Type) concealed type (with DECOL technology/ cartridge). (Premium Range) 1190 25.45 Providing and fixing in position best Indian Auto Closing 32mm, Flush valve (for W. C. European and Wall Hung Type) concealed type (with DECOL technology/cartridge). (Premium Range) 1191 25.46 Providing and fixing in position best Indian Sensotronic Sensor Faucet for Wash Basin use only. (Premium Range) 1192 25.47 Providing and fixing in position best Indian Sensotronic Sensor battery & electrical oprated type (9V transformer) Faucet For Urinal use only. (Premium Range) 1193 25.48 Providing and fixing in position best Indian Sensotronic Sensor concealed type Faucet For Wall Mounted Water Closet use only. (Premium Range) 1194 25.49 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Single Towel Rail 300 mm long. (Premium Range) 1195 25.50 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Single Towel Rail 600 mm long. (Premium Range) 1196 25.51 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Swivel Towel holder Twin Type. (Premium Range) 1197 25.52 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Single Towel Ring Square. (Premium Range) 1198 25.53 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Soap Dish Holder. (Premium Range) 1199 25.54 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Soap Dispenser with Metallic Bottle. (Premium Range) 1200 25.55 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Tumbler Holder. (Premium Range) 1201 25.56 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Toilet paper holder with Flap. (Premium Range) 1202 25.57 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Toilet Roll Holder. (Premium Range) 1203 25.58 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Glass Self-size 600mm with toughened glass (Premium Range) 1204 25.59 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Double coat Hook. (Premium Range) 1205 25.60 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Towel Rake 600 mm. (Premium Range) 1206 25.61 Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) W. C. Brush Holder. (Premium Range) 1207 25.62 Providing & Fixing 8mm thick froasted Urinal glass partition size 900x450mm brass made bracket with. (Premium Range) 1208 25.63 Wall Hung Basin: Providing and fixing white vitreous china type Anti germ fluoro-polymer coated wall mounted wash basin with C.I. brackets, C. P. brass single lever basin mixer, 15mm quarter turn angular stop cock, 32 mm C.P. brass waste coupling length 130mm and 32 mm C.P. brass bottle trap size 200x300mm i/c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete . (Premium Range) 25.63.1 white Vetrious china Anti germ fluoro-polymer coated wall mounted wash basin size 620x480x185 mm. (Premium Range) 25.63.2 white Vetrious china Anti germ fluoro-polymer coated wall mounted wash basin size 570x470x190 mm. (Premium Range) 25.63.3 white Vetrious china Anti germ fluoro-polymer coated wall hung intergrated wash basin size 495x400x365 mm. (Premium Range) 25.63.4 white Vetrious china Anti germ fluoro-polymer coated wall hung intergrated wash basin size 500x440x385 mm. (Premium Range) 25.63.5 white Vetrious china Anti germ fluoro-polymer coated wall hung intergrated wash basin size 635x485x305 mm. (Premium Range) 1209 25.64 Wall Hung Basin ; Providing and fixing white vitreous china type Anti germ fluoro-polymer coated wall mounted wash basin with C.I. brackets, 15 mm C. P. brass pillar cock, 15mm quarter turn angular stop cock, 32 mm C.P. brass waste coupling length 130mm and 32 mm C.P. brass bottle trap size 200x300mm i/c cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete . (Premium Range) 25.64.1 white Vetrious china Anti germ fluoro-polymer coated wall mounted wash basin size 635x430x190 mm. (Premium Range) 1210 25.65 Providing and fixing in position best Indian, quarter turn table mounted sink mixer (bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron). (Premium Range) 1211 25.66 Providing and fixing in position best Indian, quarter turn wall mounted sink cock (bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron). (Premium Range) 1212 25.67 Shower Glass Cubical: Providing and fixing toughen glass shower enclosure conformed Is 2553 (part 1. 1990) or IS 14900. 2000 or IS 2835.1987 or IS 14450. 2000 with C. P. brass 5 Year warranted hardware, 19mm dia SS 304 grade stabilizer, all plastic Parts of food grade plastic and all glass shall be toughened at 700 degree Celsius and Anti lime scale treated including painting of fittings, cutting and making good the wall and floors wherever required, all fittings and fixtures etc. complete. (Premium Range) 25.67.1 Providing and fixing corner entry 6 mm toughen glass made to measurement shower enclosure size 1200mm x1200mm x 1950mm with aluminum profile on sides, shower enclosure with door sliding on both sides. (Premium Range) 25.67.2 Providing and fixing 8 mm toughen glass wall to wall sliding shower enclosure with one fixed glass and one silding door with a Towel Rod Fixed on the fixed glass size Hight:2000 mm Width: 1500mm to 2000mm. (Premium Range) 25.67.3 Providing and fixing 8 mm toughen glass made to measurement door Openable (inside/outside) shower enclosure two parts Wall to Wall enclosure with one fixed glass and openable door fixed withwall with square hardware & profile glass size Hight: 2000mm Width 800mm to 1200mm. (Premium Range) 1213 25.68 Providing and fixing 8 mm toughen glass made to measurement door Openable (inside/outside) shower enclosure two parts Wall to Wall enclosure with one fixed glass and openable door fixed with wall with square hardware & profile glass size Hight: 2000mm Width 800mm to 1200mm. (Premium Range) 1214 25.69 providing and fixing white tempered glass showerpenal with special Surface body materials tempered glass with glass special surface PVC back. ABS Movable tops Shower, 4 moveable ABS body massage jets, Hand shower with fiexible hose,Brass Sout, shelf, Thermostatic mixer with diverter, 40 cm stainless steel braided hose, Minimum water pressure required 2 bar. 1215 25.70 Thermostat Mixer : Providing and fixing in position best Indian, concealed high flow bath and shower mixer with thermostatic control cartridge (standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function). (Premium Range) 1216 25.71 Providing and fixing in position best Indian, exposed wall mounted bath and shower mixer with thermostatic control cartridge with button attachment on spout with connecting legs and wall flange ( standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function) .(Premium Range) 1217 25.72 Providing and fixing in position best indian, eko exposed shower mixer (wall mounted) with thermostatic control cartridge, 115mm long bend pipe on lower side, connecting legs and wall flange (standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function) . (Premium Range) 1218 25.73 Providing and fixing in position best Indian, exposed shower mixer (tub mounted) with thermostatic control cartridge, with button attachment on spout with straight legs (standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function). (Premium Range) 1219 25.74 Providing and fixing in position best Indian, 4 - way diverter consisting of concealed body and wall flange for multiple shower working with one shut-off position and 3 outlets for body shower, head shower and spout ( standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function). (Premium Range) 1220 25.75 Providing and fixing in position best Indian, thermostatic concealed high flow control valve with wall flange ( standard temperature range 15 degree c to 60 degree c, cartridge made of high performance thermostatic Polymer material with Anti scaled function) . (Premium Range) 1221 25.76 Medical Faucets : Providing and fixing in position best indian, single lever surgical purpose elbow action basin mounted mixer with extended Operating lever without popup waste system with 450mm long braided hoses (cartage size32mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn). (Premium Range) 1222 25.77 Providing and fixing in position best Indian, surgical purpose elbow action pillar cock with extended Operating lever.( bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn) (Premium Range) 1223 25.78 Providing and fixing in position best Indian, surgical purpose elbow action wall mounted pillar cock with extended Operating lever and wall flange. (bonut size 24mm, ceramic disc size 19mm and min. nickel plating 0.10 micron and chrome plating 0.3 micron, quarter turn). (Premium Range) 1224 25.79 Providing and fixing in position best Indian, 692mm long, satin finish C. P. Brass grab bar made of 304 grade ss i/c all nuts and screw (0.3 micron chrome and 10 micron nickel plated). (Premium Range) 1225 25.80 Providing and fixing in position best Indian, satin finish, C. P. Brass grab bar with left/right 90 degree angle, made of 304 grade ss i/c all nuts and screws. (0.3 micron chrome and 10 micron nickel plated). (Premium Range) 1226 25.81 Providing and fixing in position best Indian, C. P. Brass grab bar vertical swing, 304 grade ss made all nuts and screws. (0.3 micron chrome and 10 micron nickel plated). (Premium Range) 1227 25.82 Providing and fixing 8mm thick frosted safety glass Urinal partition size 900mm height and 450mm width, fixed with C P brass bracket of appropriate size i/c cutting and making good the wall and floors wherever required with all fittings and fixtures etc. complete.(Premium Range) 1228 27.4 Providing and fixing Stainless steel plate 304 grade of 1.50mm thick, including writing with Embossing of letters of required size including fixing at required placed with studs, screws and rawl plugs etc. compete as per direction of Engineer- in-Charge. 1229 27.5 Providing and fixing of name plate for offices name of Stainless steel plate 304 grade of 1.50mm thick, including writing with computerized vinayle sheet letters of required size including fixing at required placed with studs, screws and rawl plugs etc. compete as per direction of Engineer- in-Charge. 1230 27.6 Providing and fixing Aluminum composite panels Silver colour with matte finish, 3mm thick, (0.25mm 2.5mm and 0.25mm) sheet for name plate including writing with computerized vinayle sheet letters of required size including fixing at required placed with 1.25m Chromium plated Steel Pipe 15mm dia, compete as per direction of Engineer-in-Charge. 1231 27.7 Providing and fixing Aluminum composite panels Silver colour with matte finish, 3mm thick, (0.25mm 2.5mm and 0.25mm) sheet for name plate including writing with computerized vinayle sheet letters of required size including fixing at required placed with studs, screws and rawl plugs etc. compete as per direction of Engineer-in-Charge. 1232 27.8 Providing and fixing stainless steel English (Capital) and Hindi letters in standard pattern bellow type made with 1.20 mm thick stainless steel (ASI Grade- 304 ) Depth of letter shall not be less than 30mm and rate includes welding/soldering of joints polishing, buffing and fixing on the wall, plate and beam surface at any height with necessary nut and bolts/fastener wherever is required complete as per direction of Engineer-in-Charge. 1233 27.10 Providing and fixing of prestressed vertically casted concrete panels (both surfaces should be smooth and having grooves on both faces) of M-40 grade of concrete of size 2100x300x50 mm having minimum 4 nos of high tensile steel wire as per IS 6006:2014 of dia 3 mm placed horizontally in full length of panel with prestressed precast concrete column of M-40 grade of size 3000x150x150 mm having minimum 7 nos of high tensile steel wire as per IS 6006:2014 of dia 3 mm placed vertically in full length to erect precast boundary wall panels to height 2100 mm from GL including excavation of pit of size 750x750x900 mm in all kind of soil except rock for erection of columns and grouting the pit with M-20 grade of concrete. Manufacturing, transportation and installation at site all complete as per the direction of Engineer-in-Charge. 1234 27.11 Extra for every additional height of 0.3 m up to height of wall 3 m 1235 28.35 Providing and fixing of 3 seater stone bench made of 75mm thick stone slab finished by different numbers of ambry stone and two coats of 124 no sealer coat to prevent from weather including fixing on a pedestal (cost of pedestal to be paid separately)etc. complete as per direction of engineer in charge. Size: length 1500mm, width 600mm, legs height 500 mm, back support height 500mm. 1236 28.36 Providing and fixing of stone planter (bench) made of 75mm thick stone slab finished by different numbers of ambry stone and two coats of 124 no sealer coat to prevent from weather including fixing on a pedestal (cost of pedestal to be paid separately)etc. complete as per direction of engineer in charge. Size: length 1200mm, width 500mm, legs height 500 mm. 1237 28.37 Providing and fixing of stone table made of 75mm thick stone slab finished by different numbers of ambry stone and two coats of 124 no sealer coat to prevent from weather including fixing on a pedestal (cost of pedestal to be paid separately)etc. complete as per direction of engineer in charge. Size: length 1000mm, width 600mm, legs height 750 mm. 1238 28.38 Providing and laying C.C. pavement of mix M- 25 with ready mixed concrete from batching plant including centering and shuttering complete. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, with wire brush etc. complete as per specifications and directions of Engineer- in-Charge.Note: Cement content considered in this item is @ 330 kg/cum. 1239 29.1 Preparation of site plan and location plan with total station surveying showing all individual structures and features like trees, roads, culverts, nallas, electric poles, telephone poles, sewer lines, chambers, water supply lines, hand pumps, well etc. complete along with showing location of roads proposed in master plan. i/c Contours of entire area at 0.5 m. intervals using auto level, preparing of site plan in soft copy (using autocad) in suitable scale as desired by engineer-in-charge duly indicating north direction. Rate includes providing 1 digital copy and six hard copies, one print on tracing film, khasra map duly showing the land and location plan (index plan) and google image of the land. Rates are inclusive of transportation charges. (Work shall be got done through consultants duly empanelled with chief Architect MP P.W.D.) 29. 1.1 Upto 1 Hectare 29.1.2 1 Hectare to 2 Hectare 29.1.3 Add extra for each additional one Hectare or part there off 29.1.4 Excavation of trial pit of size 1.20 m X 1.20 m with minimum depth of 0.9 m and maximum depth of 3.5m as directed by the Engineer in Charge. Trial pit shall be taken at suitable location/ locations as directed by Engineer in charge and shall be indicated on the site plan showing details of soil strata. 1240 29.2 Preparation of double line plan after measurement of internal as well as external dimensions of existing buildings/structures and plotting the same in suitable scale as directed by Engineer-in-charge. 1241 29.3 Preparing of double line plan for planning of addition and alteration work after measurement of internal as well as external dimensions and details of existing door window, ventilator openings and partitions, addition /alteration done previously in buildings/structures and plotting the same separately showing sectional elevations (minimum two numbers) and all elevations along with all relevant details like doors, windows stairs etc in suitable scale as directed by Engineer-in-charge. The consultant shall also submit detailed condition survey report. 1242 29.4 Performing Plate Load Test (P.L.T.) for Determining soil bearing capacity (SBC) at site including submission of Geotechnical Report and recommending bearing capacity in accordance with IS-1888-1982 (Without Conveyance). 1243 29.5 Performing Standard Penetration Test for determining soil bearing capacity (SBC) in accordance with IS-2131-1981 and submission of Geotechnical Report on bearing capacity based on SPT in accordance with IS-6403-1981 (Without Conveyance) 1244 29.6 Transportation charges for transportation of Geotechnical testing equipments for plate load test or standard penetration test upto a distance of 100km. (upto 100km going and 100km returning from district H.Q. both way) Rates are inclusive of Loading and unloading of testing equipments and other incidental charges during both journeys to be paid only once for one set (separate for PLT or SPT) of testing. 29.6.1 Up to 100km (both way) 29.6.2 Add extra for distance beyond 100km and upto 150km. (both way) 29.6.3 Add extra for every additional km beyond 150km (both way) 1245 29.7 Preparation of detailed estimate on the basis of the working drawing supplied by the department and current SOR applicable, including computation of bill of quantities (BOQ) of material and supplying the same in six hard copies and one soft copy to the Engineer-in-Charge and if required revision of the same without any additional charges. (Work shall be got done through consultants duly empanelled with chief Architect MP P.W.D.) The estimate shall be prepared only in standard format prescribed as per appendix 14 of this SOR. 1246 29.8 Preparation of DPR including site visit to verify contours & soil reports and preparation of master plan of campus including architectural working drawings and estimates in prescribed format as per appendix 14 of this SOR to obtain AA; and there after architectural drawings for statutory approvals and detail drawings at construction stage; and as constructed drawings on completion of work the DPR. Bifurcation of professional fee payable in stages as per this item shall be in accordance with List-1, List-2 & List-3. Given in preambles of this chapter 3.All work such as preparation of DPR, working drawings, statuary drawings, details drawings and as constructed drawings shall be done by the same architect/consultant to ensure consistency in services, even if time required to complete all stages as per Activity sheet exceeds the contract period. 1247 29.9 Preparation of the structure design & drawings by a structural engineer empanelled with the Chief Architect MP PWD on the basis of architectural drawings supplied/approved by the department, in accordance with relevant codes/manuals and according to the Terms & Conditions, prescribed in Activity Sheet No-1, List-4 given in Annexure-14 appended with SOR. Design and drawing shall also include ‘Tables’ for the bar-bending schedules (BBS) and concrete/steel consumption. The design and drawing shall be submitted to the Engineer-in-Charge in six hard copies and one soft copy for execution. The payment shall be done in accordance with relevant stage in activity sheet and list. 29.9.1 First time design work 29.9.1.1 Built up area upto 500 sqm 29.9.1.2 Built up area more than 500 sqm and upto 3000 sqm 29.9.1.3 Built up area more than 3000 sqm. 29.9.2 Repetition of structural design of a structural design done by the structural himself or by any other structural engineer at different site, where S.B.C. or seismic zone is different.(only plinth area payment to be paid) 29.9.2.1 Plinth area upto 500 sqm 29.9.2.2 Plinth area more than 500 sqm and upto 3000 sqm 29.9.2.3 Plinth area more than 3000 sqm 1248 29.10 Assessment of load carrying capacity and structural soundness of existing building mainly comprising of R.C.C. structure using existing information such a existing drawing, design and footing details, if available. The consultant shall carry out destructive/non destructive testing of structure at site including site investigation which may require opening of footings by digging adjoining ground fill and restore backfill structure after testing is done. This work shall be performed by a structural engineer (proof checking) empanelled with the chief Architect MP PWD Bhopal or any government engineering college. The rate shall include all charges for labour, testing, consultation of geotechnical consultant and site visit to carry out site testing Per Sqm (built up area of wing/block of existing building where construction is proposed). 1249 29.11 Drafting structural drawing on the basis of the structural design supplied by the department in accordance with all relevant codes/manuals and as per IS: 1893- 2002 and IS: 13920-1993 with updation. The work shall include making revision/compliance if any and obtaining approval of drafting work, without any additional cost within time specified by the Engineer-in-Charge or from the competent authority. The drawings for approval shall be submitted to the Engineer- in- Charge in two hard copies (minimum size A-2) and there after fair drawings on 100 micron film along with seven copies of amonia prints (minimum size A-1) and one soft copy. Drawings shall be stamped and signed with the statement that Drafted by me as per structural design done or got done by the department. Note:- This work can be done only through a person having qualification of Diploma in civil engineering/BE (civil engineering) and having certificate in AutoCAD issued by AutoDesk or by its authorized institution.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Madhya Pradesh View Result →
24.
Petroleum and Natural Gas #9544088 Technical Bid
Tender For Composite Works For Ambient Air Heating System Project At Kll Dabhol; 1 PIPING-OFFSITES 2 PIPING (ABOVE GROUND) :-Transportation of all piping items from Owners storage point to work site/work shop; fabrication including cutting, edge preparation, (inclusive of grinding the edges of pipe, pipe spools, fittings, flanges etc. to match with the mating edges of uneven/different thickness wherever required); fitup, bending, preheating wherever required, welding, threading, and laying of pipes and pipe spools (spools along with supports) of all types and thickness over sleepers, overhead on racks and at all elevations, hook-ups with existing piping, connecting with equipment nozzles, strainers, steam traps, static mixers, sight flow indicators, thermal sleeve, orifice assemblies, spray nozzles, rotameters, tappings for pressure gauges, thermowells, sample connections, sample coolers, closed sample system cabinets etc. and fixing of gaskets, bolts, nuts including application of torque wherever requiredandall other inline instruments and fittings, like elbows, reducers, tees, flanges, spectacle blinds and spacer and blinds, piping specials such as mitres and fabricated fittings, vents, drains (but excluding reinforcingpads), SW valves upto 1.5 NB, Steam Supply/ Condensate Recovery stations(Cast/Fabricated), Supplyandwelding of Strip as per EIL Std 7-51-0112 to all pipes before hydro-testing at exit points of Units for earthing purpose; alignment, cleaningandflushing by water/compressed air,hydrostatic, pneumatic, vacuum, spark testing and any other type of testing as specified draining, drying by compressed air, performing Positive Material Identification(PMI) using alloy analysers, completing all such works in all respects (including preparation of isometrics as mentioned in the Scope of Work for the job) as per the specifications, drawings and instructions of Engineer-in-Charge. PMI shall be performed by third party as defined in PMI spec.Rates for tubing (if any) shall include rates for valves, fittings, all in line instruments and testing etc. Carbon steel piping includes LTCS piping also. Erectionof all inline instruments like flow instrumentsandspecialty items like static mixers, sample coolers, thermal sleeve, air mixers, exhaust head, rupture disk, flow meters, venturi tube, flame arrestor, thermal flow switch etc. except valve shall be considered as part of piping and separate payment shall not be made on this account. Note : Contractor to refer to Instrumentation SOR for specific details and rates of Instrumentation items not covered herein. 3 CARBON STEEL PIPING (NON IBR); THK. <= 10MM 4 FABRICATION (BUTT WELD- MANUAL) 5 NB UPTO 1.5 INCH 6 NB 2 INCH - 6 INCH 7 NB 8 INCH - 14 INCH 8 NB 16 INCH - 24 INCH 9 NB 26 INCH - 36 INCH 10 FABRICATION (FILLET WELD) 11 NB UPTO 1.5 INCH 12 ERECTION (OTHER THAN SPOOL) 13 NB UPTO 1.5 INCH 14 NB 2 INCH - 6 INCH 15 NB 8 INCH - 14 INCH 16 NB 16 INCH - 24 INCH 17 NB 26 INCH - 36 INCH 18 CARBON STEEL PIPING (NON IBR); THK. > 10MM AND <= 20MM 19 FABRICATION (BUTT WELD- MANUAL) 20 NB 8 INCH - 14 INCH 21 NB 16 INCH - 24 INCH 22 NB 38 INCH - 48 INCH 23 ERECTION (OTHER THAN SPOOL) 24 NB 8 INCH - 14 INCH 25 NB 16 INCH - 24 INCH 26 NB 38 INCH - 48 INCH 27 STAINLESS STEEL PIPING (NON-IBR); THK. <= 10MM 28 FABRICATION (BUTT WELD- MANUAL) 29 NB UPTO 1.5 INCH 30 NB 2 INCH - 6 INCH 31 FABRICATION (FILLET WELD) 32 NB UPTO 1.5 INCH 33 ERECTION (OTHER THAN SPOOL) 34 NB UPTO 1.5 INCH 35 NB 2 INCH - 6 INCH 36 VALVES :- Transportation of all types of valves (Including special valves and motor operatedvalves) from Owners storage points to contractors stores/worksite and installation of valvesfor all rating including assembly of valves accessories like air bottles etc, if any, fixing of gaskets bolts/nuts wherever required and performing Positive Material Identification(PMI) using alloy analysers as per specification, drawings and directions of Engineer-in-Charge. Note : For PRDS, PSVs, TSVs, Control valves, On-Off/Shutdown valvesandSelf actuating valves all details and rates shall be as per Instrumentation SOR. 37 FLANGED/WAFER VALVES INCLUDING MOV (UPTO 600#) 38 NB2.000 INCHES 39 NB3.000 INCHES 40 NB4.000 INCHES 41 NB6.000 INCHES 42 NB8.000 INCHES 43 NB 10.000 INCHES 44 NB 12.000 INCHES 45 NB 20.000 INCHES 46 NB 24.000 INCHES 47 NB 42.000 INCHES 48 SPRING SUPPORT ASSEMBLIES :- Transportation of all types of spring support assemblies from Owners storage points to contractors stores/worksite and installation of spring support assemblies for all rating including assembly, if any, fixing of gaskets bolts/nuts, welding attachments wherever required and performing Positive Material Identification(PMI) using alloy analysers as per specification, drawings and directions of Engineer-in-Charge. Contractor to ensure that travel stops are removed and spring is locked in cold load position for Hydrotest. It shall be ensured that locking devices are removed and springs are properly set at hot load position during commissioning. 49 SOR Sl. No.: 49 || PART NO: 0 || SOR NO: B861-000-16-43-PK-SOR-3001-0-0M ||ITEM NO: M21901000000 50 BOLT TENSIONING :- Carrying out tensioning of bolted joints on all types of piping as called for in EIL Specification No.6-76-0002 on already erected system including supply of all materials, recording devices, instruments etc; Providing all normal and special equipment and gadgets, skilled / un skilled labour, specialist, supervisory staff and completing the work in all respects as per specifications and instructions of engineer-in-charge. some joints may require bolt tensioning more than once, but, payment for one joint shall be made only once. 51 150# JOINTS 52 NB 12.000 INCHES 53 NB 16.000 INCHES 54 NB 18.000 INCHES 55 NB 20.000 INCHES 56 NB 24.000 INCHES 57 NB 42.000 INCHES 58 300# JOINTS 59 NB 12.000 INCHES 60 NB 24.000 INCHES 61 REINFORCING PADS FOR PIPES :- Fabrication ofreinforcingpads for pipeconnection wherever required (from pipes only suppliedbytheOwner) and erection, fitup, weldingandtesting (including DP/MP) if required of the same and performing Positive Material Identification(PMI) using alloy analysers as per the specifications, drawings and instructions ofthe Engineer-in-Charge. Note: Sizes mentioned forReinforcing Pads are for branch pipe 62 C.S REINFORCING PADS 63 NB2.000 INCHES 64 NB3.000 INCHES 65 NB6.000INCHES 66 NB8.000 INCHES 67 NB 10.000INCHES 68 NB 12.000 INCHES 69 NB 18.000INCHES 70 NB 24.000 INCHES 71 NB 28.000 INCHES 72 RADIOGRAPHY :- Performance of radiographic inspection on piping of all typesandthicknesses including providing or hiring of all necessary equipment and whatever else even though not expressly mentioned but required to perform the work as per specificationsand instructions of Engineer-in-Charge. Radiographs shall be submitted to the Engineer-in-charge. (Repeat Radiography due to defective radiograph on repaired joints due to Contractors fault and for additional radiography necessitated due to poor performance of contractors welders shall be done at contractors cost) Note: Unit for radiography quantity is Nos of circumferencial weld joints. 73 FOR JOINTS THK. <= 8MM (FOR CS OTHER THAN CLASS lV OF JOB NDE SPECIFICATION) 74 NB0.750 INCHES 75 NB1.000 INCHES 76 NB1.500 INCHES 77 NB2.000 INCHES 78 NB3.000 INCHES 79 NB4.000 INCHES 80 NB6.000 INCHES 81 FOR JOINTS THK. <= 8MM (FOR CS AS PER CLASS lV OF JOB NDE SPECIFICATION/AS/SS) 82 NB2.000 INCHES 83 FOR JOINTS ABOVE THK. 8MM 84 NB8.000 INCHES 85 NB 12.000 INCHES 86 NB 18.000 INCHES 87 NB 24.000 INCHES 88 NB 42.000 INCHES 89 DYE PENETRATION/MAGNETIC PARTICLE TEST :- Performance of magnetic particle/ dye penetrant test including supply of all necessary materials, equipment and labour for carrying out the work as per specification and directions of Engineer-in-Charge. 90 DYE PENETRANT TEST 91 MAGNETIC PARTICLE TEST 92 PIPE SUPPORTS (FROM MATERIALS SUPPLIED BY OWNER) :- Fabrication, erection(at all elevations) of pipe supports like shoes, cradles,hangers, clamps(of all sizes/thicknesses manufactured by forming method using die), turn buckles, saddles, guides,special supports, pads(including corrosion pads & protection shields), providing and welding of stiffeners as per drawings, T post etc. of all types including supply and application one coat of primer, all necessary equipments, consumables, labour,returning surplus materials and scrap etc to owners storage points and completing work as per drawings, specifications and instructions of Engineer-in-charge. Modifications/rectifications, if required; andadjustment/ alignment during precommisioning, commisioning as per the instructions ofEngineer-in-charge. Fabrication of extension of spindle for valves, provision of locking arrangement, etc. shall also be considered under this item. 93 DUMMY PIPE SUPPORTS FOR C.S (OWNER SUPPLIED) 94 DUMMY PIPE SUPPORTS FOR S.S (OWNER SUPPLIED) 95 PIPE SUPPORTS (FROM MATERIALS SUPPLIED BY CONTRACTOR) :- Fabrication, erection(at all elevations) of pipe supports like shoes, cradles,hangers, clamps(of all sizes/thicknesses manufactured by forming method using die), turn buckles, saddles, guides,special supports, pads(including corrosion pads & protection shields), providing and welding of stiffeners as per drawings, T post etc. of all types including supply and application one coat of primer, all necessary equipments, consumables, labour, and completing work as per drawings, specifications and instructions of Engineer-in-charge. Modifications/rectifications, if required; andadjustment/ alignment during precommisioning, commisioning as per the instructions ofEngineer-in-charge. Fabrication of extension of spindle for valves, provision of locking arrangement, etc. shall also be considered under this item. 96 C.S STRUCTURAL STEEL (CONTRACTOR SUPPLIED) 97 S.S STRUCTURAL STEEL (CONTRACTOR SUPPLIED) 98 DUMMY PIPE SUPPORTS FOR C.S (CONTRACTOR SUPPLIED) 99 DUMMY PIPE SUPPORTS FOR S.S (CONTRACTOR SUPPLIED) 100 WOODEN/HIGH DENSITY PUF SUPPORTS FOR COLD LINES :- Supply, shaping, positioning and fixing of cold line supports as per EIL pipe support standard having the following specifications: Wood specification:Hard wood, chemically treated with creosote under pressure. Quality of wood to conform class-I durability as per IS-3629 & Grade-I timber of Group-A withpermissible compression strength of 70 Kg/cm2 perpendicular to grains as per IS-883. PUF specifications: Density for lines upto 6 NB : 240 kg/cm3 Density for lines above 6 NB : 320 kg/cm3 101 WOODEN BLOCKS 102 HIGH DENSITY (240 Kg/Cu.M) PUF BLOCKS 103 HIGH DENSITY (320 Kg/Cu.M) PUF BLOCKS 104 CHEMICAL CLEANING/PICKLING :- Cleaning and pickling of equipment/pipeline includng preparation of circulation loop, supply of temporary piping, pumps, heater coils, gaskets, thermometer, hydrometer, valve, test coupon, spares, laboratoryfacilities, with all accessories for conducting test, chemicals, safety accessories and also providing or hiring all necessary equipment and whatever else even though not expressly mentionedhereinandinspecificaions but required to perform the work as per specifications and instructions ofEngineer-in-Charge. 105 PASSIVATION OF COOLING WATER LINES 106 NB0.500 INCHES 107 NB0.750 INCHES 108 NB1.000 INCHES 109 NB1.500 INCHES 110 NB2.000 INCHES 111 NB3.000 INCHES 112 NB4.000 INCHES 113 NB6.000 INCHES 114 NB8.000 INCHES 115 NB 10.000 INCHES 116 NB 12.000 INCHES 117 NB 14.000 INCHES 118 NB 16.000 INCHES 119 NB 18.000 INCHES 120 NB 20.000 INCHES 121 NB 24.000 INCHES 122 NB 42.000 INCHES 123 FABRICATION & ERECTION OF BLINDS/SPECTACLE BLINDS/SPACER & BLINDS ETC. :- Transportation from owners storage point to work site, fabrication and erection of blinds, spectacle blinds, spacers & blinds of all ratings from plate material of all thicknesses supplied by owner as free issue; cutting, edge preparation, rolling, fit up, welding, cleaning, testing (hydrotesting, MP/DP, radiography), wherever required bolts nuts & gaskets including supply of necessary equipment, consumables, labour etc as per standards / specifications and directions of Engineer-in-charge 124 BLINDS 125 NB0.750 INCHES 126 NB1.000 INCHES 127 NB1.500 INCHES 128 NB2.000 INCHES 129 NB3.000 INCHES 130 NB4.000 INCHES 131 NB6.000 INCHES 132 NB8.000 INCHES 133 NB 12.000 INCHES 134 NB 24.000 INCHES 135 NB 42.000 INCHES 136 SPECTACLE BLINDS 137 NB2.000 INCHES 138 NB3.000 INCHES 139 SPACERS & BLINDS 140 NB 24.000 INCHES 141 NB 42.000 INCHES 142 SUPPLY OF STUDS ALONG WITH NUTS: Supply as per Technical Notes for Fasteners (6-44-0057) from Vendor enlisted in Project Master Supplier List of Studs along with two nutsfor diameter < 1 and 3 nuts for diamemter >= 1of nuts, as per the direction of Engineer in-charge. All Alloy steel fasteners used in SS Piping shall be Hot Dip Galvanized. 143 AS FASTENERS(ASTM A193 GR.B7/B7M/A194 GR.2H/2HM) 144 MODIFICATION/EXTRA WORKS (IF ANY) :- Cutting, bevelling, fitup, welding of different sizes of CS/AS/SS/Higher Alloy piping of all types and thicknessess in shop, in position, on ground/overhead on rack and at all elevations; transportation of pipes, fittings, flanges etc from owners storage point to work site/ work shop, making necessary scaffoldings, consumables, machinery, tools, tackles, labour and supervision including attending repairs for completing the work as per the instruction of Engineer-in-charge. 145 FLAME CUTTING C.S PIPINGIBR/NON IBR 146 HACKSAW CUTTING C.S PIPINGIBR/NON IBR 147 BEVELLINGC.S PIPINGIBR/NON IBR 148 FITUP & WELDINGC.S PIPINGIBR/NON IBR 149 FLAME CUTTINGS.S PIPINGIBR/NON IBR 150 HACKSAW CUTTINGS.S PIPINGIBR/NON IBR 151 BEVELLINGS.S PIPINGIBR/NON IBR 152 FITUP & WELDINGS.S PIPINGIBR/NON IBR 153 REMOVAL ERECTED PIPING(ABOVE GROUND) :- Removal of piping existing/ erected including SW valves for modification as required as per Drawings/P and IDs/instructions of Engineer-in-charge at all elevations, including providing assistance to owner for draining, cleaning and purging of the lines to be removed , unbolting of flanged joints /cutting of pipe lines wherever required, installation of flanges and blind flanges, removal of insulation from insulated lines, removing supports, steam tracers, all fittings and flanges, instruments etc, cutting of pipes in appropriate length for transporting purposes, cleaning, flushing, drying and transporting all materials to storage point(within the complex battery limits) designated by Owner/EIL including stacking of material and disposing of waste etc as instructed by Engineer-in-charge. 154 C.S/A.S PIPING 155 S.S PIPING 156 REMOVAL OF ERECTED VALVES (ABOVE GROUND) :- Removal of all types and ratings of valves by unbolting, cutting etc. as required, cleaning by flushing with water/air etc. asrequiredand transportation of the same to Owners storage point (within thecomplex battery limits) and stacking as per instructions of Engineer-in-Charge. 157 VALVES OTHER THAN CONTROL VALVES 158 NB0.500 INCHES 159 NB0.750 INCHES 160 NB1.000 INCHES 161 NB1.500 INCHES 162 NB2.000 INCHES 163 NB3.000 INCHES 164 NB4.000 INCHES 165 NB6.000 INCHES 166 NB8.000 INCHES 167 NB 10.000 INCHES 168 NB 12.000 INCHES 169 NB 24.000 INCHES 170 NB 42.000 INCHES 171 LOW FRICTION PADS: Supply, fabrication and fixing of low friction pads with suitable bonding materials / fasteners, as specified in Drawings / Isometrics / Special support sketches. 172 TEFLON PAD WITH COMPRESSIVE STRENGTH (0.25 OFFSET) :1870 PSI 173 GRAPHITE PAD WITH COMPRESSIVE STRENGTH : 2877 PSI 174 PRE-COMMISSIONING / COMMISSIONING ASSISTANCE : Carrying out Pre-commissioning / Commissioning activities such as dropping the valves, control valves and spool pieces, air and water flushing and air-blasting, steam blowing, air drying, re-installing the valves, control valves and spool pieces, leak testing etc. as per pre-commissioning / commissioning specification/ procedure and instruction of Engineer-in-charge including supply of necessary hand tools, equipments/ machinery, consumables (electrodes, filler wire, gas, card board, target plate, scaffolding etc. wherever required) and with single point responsibility of Contractors supervision.Note : This manpower will be utilized forPre-commissioning & Commissioning requirement over and above that already described elsewhere in this SOR.One Man day is 12 hour duty. 175 SKILLED (WITH HAND TOOLS, EQUIPMENT/MACHINERY, CONSUMABLES) 176 SEMI SKILLED (WITH HAND TOOLS) 177 HELPER/ UNSKILLED 178 PIPE DAVITS :Supply, fabrication & erection of pipe davits as per EIL std. 7-12-023 for lowering of aircooler motors/safety valves from structural platforms, fixing the same to platforms, inspection as per specs., supply of all necessary materials, equipment, consumables, labour,supervision etc. The work shall be carried out as per the specifications, drawings & instruction of engineerincharge. 179 SOR Sl. No.: 179 || PART NO: 0 || SOR NO: B861-000-16-43-PK-SOR-3001-0-0M ||ITEM NO: M25201000000 180 SUPPLY OF BULK PIPING ITEMS :- Procurement andsupply of following bulk piping items to site/ownersstorage, transportation to work site/fabrication shop.Procurement shall be done as per EIL specifications andfrom Client/EIL approved suppliers.Contractor shall establish quantities from drawingsconsidering wastage, cutting allowance, escalation &spares required by Client 181 PIPES 182 PIPE, B-36.10, ASTM A 106 GR.B, PE, SEAMLESS, 0.5 INCH, S160 183 PIPE, B-36.10, ASTM A 106 GR.B, PE, SEAMLESS, 0.75 INCH, S160 184 PIPE, B-36.10, ASTM A 106 GR.B, PE, SEAMLESS, 1.0 INCH, XS 185 PIPE, B-36.10, ASTM A 106 GR.B, PE, SEAMLESS, 1.5 INCH, XS 186 PIPE, B-36.19, ASTM A 312 TP304, PE, SEAMLESS, 0.5 INCH, 80S 187 PIPE, B-36.19, ASTM A 312 TP304, PE, SEAMLESS, 0.75 INCH, 80S 188 PIPE, B-36.19, ASTM A 312 TP304L, PE, SEAMLESS, 0.75 INCH, 80S 189 FLANGES 190 FLNG.SW, B-16.5, ASTM A 105, 300, RF/125AARH, 1.0 INCH, XS 191 FLNG.SW, B-16.5, ASTM A 105, 300, RF/125AARH, 1.5 INCH, XS 192 FLNG.WN, B-16.5, ASTM A 105, 150, RF/125AARH, 0.75 INCH, S160 193 FLNG.WN, B-16.5, ASTM A 105, 150, RF/125AARH, 1.0 INCH, XS 194 FLNG.WN, B-16.5, ASTM A 105, 150, RF/125AARH, 1.5 INCH, XS 195 FLNG.WN, B-16.5, ASTM A 182 GR.F304, 150, RF/125AARH, 0.75 INCH, 80S 196 FLNG.BLIND, B-16.5, ASTM A 105, 150, RF/125AARH, 0.75 INCH 197 FLNG.BLIND, B-16.5, ASTM A 105, 150, RF/125AARH, 1.0 INCH 198 FLNG.BLIND, B-16.5, ASTM A 105, 150, RF/125AARH, 1.5 INCH 199 FLNG.BLIND, B-16.5, ASTM A 105, 300, RF/125AARH, 1.0 INCH 200 FLNG.BLIND, B-16.5, ASTM A 182 GR.F304, 150, RF/125AARH, 0.75 INCH 201 FITTINGS 202 ELBOW.90, B-16.11, ASTM A 105, SW, 3000, 1.0 INCH 203 ELBOW.90, B-16.11, ASTM A 105, SW, 3000, 1.5 INCH 204 ELBOW.90, B-16.11, ASTM A 105, SW, 6000, 0.75 INCH 205 ELBOW.90, B-16.11, ASTM A 182 GR.F304L, SW, 3000, 0.75 INCH 206 T.EQUAL, B-16.11, ASTM A 105, SW, 3000, 1.5 INCH 207 T.EQUAL, B-16.11, ASTM A 182 GR.F304L, SW, 3000, 0.75 INCH 208 T.RED, B-16.11, ASTM A 105, SW, 3000, 1.5 INCH, 0.75 INCH 209 SWAGE.CONC, BS-3799, ASTM A 105, PBE, 0.75 INCH, S160, 0.5 INCH, S160 210 CPLNG.FULL, B-16.11, ASTM A 105, SW, 3000, 1.0 INCH 211 CPLNG.FULL, B-16.11, ASTM A 182 GR.F304L, SW, 3000, 0.75 INCH 212 CPLNG.HALF, B-16.11, ASTM A 105, SW, 3000, 1.0 INCH 213 CPLNG.HALF, B-16.11, ASTM A 105, SW, 3000, 1.5 INCH 214 CPLNG.HALF, B-16.11, ASTM A 105, SW, 6000, 0.75 INCH 215 CPLNG.HALF, B-16.11, ASTM A 182 GR.F304, SW, 3000, 0.75 INCH 216 CPLNG.LH, B-16.11, ASTM A 105, SW, 3000, 1.5 INCH 217 VALVES 218 VLV.GATE, SHEET 51001, 0.5 INCH 219 VLV.GATE, SHEET 51001, 0.75 INCH 220 VLV.GATE, SHEET 51001, 1.0 INCH, LOCK OPEN 221 VLV.GATE, SHEET 51001, 1.0 INCH 222 VLV.GATE, SHEET 51001, 1.5 INCH, LOCK OPEN 223 VLV.GATE, SHEET 51001, 1.5 INCH 224 VLV.GATE, SHEET 51007, 0.75 INCH 225 VLV.GATE, SHEET 51045, 0.5 INCH 226 VLV.GATE, SHEET 51045, 0.75 INCH 227 VLV.GLOBE, SHEET 52001, 1.0 INCH 228 VLV.GLOBE, SHEET 52007, 1.0 INCH 229 VLV.CHECK, SHEET 53001, 1.0 INCH 230 VLV.CHECK, SHEET 53007, 1.0 INCH 231 VLV.CHECK, SHEET 53050, 0.75 INCH 232 GASKETS 233 GASKET, B-16.20-ANSI B16.5, SP.WND SS316+GRAFIL+ I RING, SPIRAL, 150, 0.75 INCH 234 GASKET, B-16.20-ANSI B16.5, SP.WND SS316+GRAFIL+ I RING, SPIRAL, 150, 1.0 INCH 235 GASKET, B-16.20-ANSI B16.5, SP.WND SS316+GRAFIL+ I RING, SPIRAL, 150, 1.5 INCH 236 GASKET, B-16.20-ANSI B16.5, SP.WND SS316+GRAFIL+ I RING, SPIRAL, 300, 1.0 INCH 237 GASKET, B-16.20-ANSI B16.5, SP.WND SS316+GRAFIL+ I RING, SPIRAL, 300, 1.5 INCH 238 FASTENERS 239 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.5 INCH X 2.5 INCH 240 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.5 INCH X 2.75 INCH 241 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.625 INCH X 3.0 INCH 242 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.625 INCH X 3.25 INCH 243 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.625 INCH X 3.5 INCH 244 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.625 INCH X 3.75 INCH 245 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.625 INCH X 4.0 INCH 246 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.75 INCH X 3.5 INCH 247 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.75 INCH X 4.0 INCH 248 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7, A194 GR.2H, 0.75 INCH X 4.25 INCH 249 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7(HDG), A194 GR.2H(HDG), 0.5 INCH X 2.5 INCH 250 BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7(HDG), A194 GR.2H(HDG), 0.625 INCH X 3.25 INCH 251 CLOSE PROXIMITY RADIOGRAPHY:-Performance of radiographic inspection on piping of all types & thicknesses includingproviding or hiring of all necessary equipment and whatever else even though notexpressly mentioned but required to perform the work as per specification andinstructions of Engineer-in-Charge by using SELENIUM& IRIDIUM source basedradiography system. Radiography shall be submitted tothe Engineer-in-charge.(Repeat Radiography due todefective radiograph on reparired joints due toContractors fault and for additional radiographynecessitated due to poor performance of contractorswelders shall be done at contractors cost).Note: Unit for radiography quantity is Nos ofcircumferencial weld joints, and rates are also inclusive of scaffoldings wherverrequired. 252 FOR JOINTS THK. <= 8MM (FOR CS OTHER THAN CLASS lV OF JOB NDE SPECIFICATION) 253 NB0.750 INCHES 254 NB1.000 INCHES 255 NB1.500 INCHES 256 NB2.000 INCHES 257 NB3.000 INCHES 258 NB4.000 INCHES 259 NB6.000 INCHES 260 FOR JOINTS THK. <= 8MM (FOR CS AS PER CLASS lV OF JOB NDE SPECIFICATION/AS/SS) 261 NB2.000 INCHES 262 FOR JOINTS ABOVE THK. 8MM 263 NB8.000 INCHES 264 NB 12.000 INCHES 265 NB 18.000 INCHES 266 NB 24.000 INCHES 267 Supply,fabrication and fixing of low friction pad (SS 304 mirror finish) with suitablebonding material/ fasteners as specified in drawing/documents/special supportsketches/isometrics/Gads etc. 268 STAINLESS STEEL 6 MM THK WITH MIRROR FINISH SS304 269 External Chemical Cleaning and Passivation of SSWelds:External chemical cleaning and pickling of SS welds as per latest approved pipingdrawings and as per Job Specification B861-000-06-42-CCS-011. Work shall includesupply of all chemicals, temporary facilities with all accessories for conducting test,safety accessories and also providing or hiring all necessary equipment and whateverelse even though not expressly mentioned herein and in specifications but required toperform the work as per specifications and instructions of Engineer-in-Charge.(Unit ofmeasurement- No. of Joints) 270 NB0.500 INCHES 271 NB0.750 INCHES 272 NB1.000 INCHES 273 NB1.500 INCHES 274 NB2.000 INCHES 275 PAINTING (OFFSITES) :- Supply of paints and primers, preparation of surfaces and application of primer and finish paints, identification (Line numbering), lettering, colour bands, colour coding etc. as specified including rubdown and touch up of shop primer wherever required, providing scaffolding for all heights, labour, material, tools and tackles, consumables supervision etc. to complete the work in all respects as per EIL painting spec., drawings and direction of Engineer-in-Charge for all types of uninsulated piping and insulated piping as specified including all pipes, fittings, flanges, supports, valves etc. Surface preparation by blast cleaning and application of first coat of primer (inorganic zinc silicate, F9) shall be done in fabrication yard prior to erection. For insulated piping wherever blast cleaning with no primer application is specified, in such cases finish paints shall also be applied inthe fabrication yard.The identification marks of the piping and joints shall be noted before blasting and the same shall be transferred on primed surface with Polyurethane paint (F2) or as per the instructions of Engineer-in-Charge. Notes: 1. All joints (fabricationas well as erection joints) shall be left unpainted till hydrotesting. 2. No extra payment shall be made for identification (line numbering etc.) of insulated and uninsulated lines. 276 SURFACE PREP, PRIMER & FINISH COAT FOR CS, AS & LTCS BARE SURFACES FORENVIRONMENT AS PER JOB SPEC B861-000-06-42-PLS-01 277 DESIGN TEMP GROUP: -16 TO 80(DEG C)SURFACE PREPARATION:SSPC-SP-10;1coat of F-9 @ 65-75µ DFT/coat, PRIMER: 1 coat of P-6 @ 40µ DFT/coat, FINISH COAT: 2 coats of F-6B @ 100µ DFT/coat + 1 coat of F-2 @ 40µ DFT/coat (2x100 + 40= 240). Total DFT = 345-355. 278 PIPES 279 NB: .5Inches 280 NB: .75 Inches 281 NB: 1 Inches 282 NB: 1.5 Inches 283 NB: 2 Inches 284 NB: 3 Inches 285 NB: 4 Inches 286 NB: 6 Inches 287 NB: 8 Inches 288 NB: 12Inches 289 VALVES 290 NB: .5Inches 291 NB: .75 Inches 292 NB: 1 Inches 293 NB: 1.5 Inches 294 NB: 2 Inches 295 NB: 3 Inches 296 NB: 4 Inches 297 NB: 6 Inches 298 NB: 8 Inches 299 NB: 12Inches 300 SURFACE PREP, PRIMER &FINISH COAT FOR CS & LTCS INSULATED SURFACES FOR ALLENVIRONMENT AS PER JOB SPEC B861-000-06-42-PLS-01 301 DESIGN TEMP GROUP: -45 TO 125(DEG C)SURFACE PREPARATION: SSPC-SP-10;1 coat of F-15 @ 75µ DFT/coat, PRIMER: None, FINISH COAT: 2 coats of F-15 @ 75µ DFT/coat. Total DFT = 225 302 PIPES 303 NB: .5Inches 304 NB: .75 Inches 305 NB: 1 Inches 306 NB: 1.5 Inches 307 NB: 2 Inches 308 NB: 3 Inches 309 NB: 4 Inches 310 NB: 6 Inches 311 NB: 8 Inches 312 NB: 12Inches 313 NB: 18Inches 314 NB: 24Inches 315 NB: 28Inches 316 NB: 36Inches 317 NB: 42Inches 318 VALVES 319 NB: .5Inches 320 NB: .75 Inches 321 NB: 1 Inches 322 NB: 1.5 Inches 323 NB: 2 Inches 324 NB: 3 Inches 325 NB: 4 Inches 326 NB: 6 Inches 327 NB: 8 Inches 328 NB: 12Inches 329 NB: 18Inches 330 NB: 24Inches 331 NB: 42Inches 332 SURFACE PREP, PRIMER & FINISH COAT FOR CS, AS & LTCS BARE SURFACES FOR ENVIRONMENT AS PER JOB SPEC B861-000-06-42-PLS-01 333 DESIGN TEMP GROUP: -45 TO -15(DEG C)SURFACE PREPARATION:SSPC-SP-10; 1 coat of F-9 @ 65-75µ DFT/ coat. Total DFT = 65-75. 334 PIPES 335 NB0.50 INCHES 336 NB0.750 INCHES 337 NB1.000 INCHES 338 NB1.500 INCHES 339 NB2.000 INCHES 340 NB3.000 INCHES 341 NB4.000 INCHES 342 NB6.000 INCHES 343 NB12.000 INCHES 344 VALVES 345 NB0.50 INCHES 346 NB0.750 INCHES 347 NB1.000 INCHES 348 NB1.500 INCHES 349 NB2.000 INCHES 350 NB3.000 INCHES 351 NB4.000 INCHES 352 NB6.000 INCHES 353 NB12.000 INCHES 354 *************************************************************** LEGENDS / NOTES FOR INSULATION WORKS***************************************************************** Types of Insulation :CC =Cold Conservation Insulation SC =Surface Condensation InsulationH = Heat Conservation InsulationCPP =Cold Personal protectionHPP = Hot Personnel Protection Insulation** Basic Line Surface Materials:CS = Carbon Steel (Including LT Carbon Steel)AS = Alloy SteelSS = Stainless Steel ** Notes : 1. For Insulation specification, refer Job specification for Insulation of Piping and Equipment, B861-000-06-43-IL-S001*************************************************************** 355 COLD INSULATION (OFFSITES) Providing thermal insulation including supply of all insulating andancillary materials, Aluminium foil for SS surfaces, vapour barrier, weather protective coverings, consumables and other necessary materials , testing of materials as required , including transportation of materials to work site, duly inspected by 3rd party inspector(Llyods/BV/DNV or any other Client approved party) at manufacturers shop & sample check/inspection at site by EIL Construction inspector,applying insulation on surfaces as specified including all preparatory works there on, binding, tying, lacing, stitching and/or otherwise securing , finishing with cladding as per spec., providing bolts, rivets, and self tapping screws wherever specified , providing inspection windows, end seals for flanges etc., colour coding and identification. Providing steel scaffolding, all tools , tackles , equipments etc. , labour, supervision and completing the work in all respect, at all heights as per drawings , specifications and instructions ofEngineer-in-charge. (Refer Legend for applicable EIL specification) 356 INSULATION MATERIAL : PREFORMED POLYISOCYANURATE RIGID FOAM(PIR) 357 INSULATION TYPE : CC; SURFACE MATERIAL : CS & AS; OPERATING TEMP. RANGE : UPTO -45 (DEG C); INSULATION MATERIAL : PREFORMED POLYISOCYANURATE RIGID FOAM(PIR) 358 PIPES 359 NB 00.75 INCHES; THICKNESS25 MM 360 NB 01.00INCHES; THICKNESS25 MM 361 NB 01.50 INCHES; THICKNESS50 MM 362 NB 02.00 INCHES; THICKNESS50 MM 363 NB 06.00INCHES; THICKNESS50 MM 364 NB 08.00INCHES; THICKNESS50 MM 365 NB 012.000INCHES; THICKNESS60 MM 366 NB 018.000INCHES; THICKNESS60 MM 367 NB 24.00 INCHES; THICKNESS60 MM 368 NB 28.00 INCHES; THICKNESS60 MM 369 NB 42.00 INCHES; THICKNESS60 MM 370 FLANGE ASSEMBLIES 371 NB 00.75INCHES; THICKNESS25 MM 372 NB 01.00INCHES; THICKNESS25 MM 373 NB 01.50 INCHES; THICKNESS50 MM 374 NB 02.00INCHES; THICKNESS50 MM 375 NB 06.00INCHES; THICKNESS50 MM 376 NB 08.00INCHES; THICKNESS50 MM 377 NB 012.000INCHES; THICKNESS60 MM 378 NB 018.000INCHES; THICKNESS60 MM 379 NB 24.00 INCHES; THICKNESS60 MM 380 NB 42.00 INCHES; THICKNESS60 MM 381 BLIND FLANGE ASSEMBLIES 382 NB 00.75 INCHES; THICKNESS25 MM 383 NB 08.00 INCHES; THICKNESS50 MM 384 VALVE ASSEMBLIES 385 NB 00.75 INCHES; THICKNESS25 MM 386 NB 01.00INCHES; THICKNESS25 MM 387 NB 01.50INCHES; THICKNESS50 MM 388 NB 02.00 INCHES; THICKNESS50 MM 389 NB 06.00INCHES; THICKNESS50 MM 390 NB 08.00 INCHES; THICKNESS50 MM 391 NB 012.000INCHES; THICKNESS60 MM 392 NB 018.000INCHES; THICKNESS60 MM 393 NB 24.00 INCHES; THICKNESS60 MM 394 NB 42.00 INCHES; THICKNESS60 MM 395 INSULATION TYPE : SC; SURFACE MATERIAL : CS & AS; OPERATING TEMP. RANGE : UPTO -45 (DEG C); INSULATION MATERIAL : PREFORMED POLYISOCYANURATE RIGID FOAM(PIR) 396 PIPES 397 NB 00.50 INCHES; THICKNESS25 MM 398 NB 00.75 INCHES; THICKNESS25 MM 399 NB 01.00 INCHES; THICKNESS25 MM 400 NB 01.50 INCHES; THICKNESS25 MM 401 NB 02.00 INCHES; THICKNESS25 MM 402 NB 03.00 INCHES; THICKNESS25 MM 403 NB 04.00 INCHES; THICKNESS40 MM 404 NB 06.00 INCHES; THICKNESS25 MM 405 NB 06.00 INCHES; THICKNESS40 MM 406 NB 08.00 INCHES; THICKNESS25 MM 407 NB 08.00 INCHES; THICKNESS40 MM 408 NB 12.00 INCHES; THICKNESS40 MM 409 NB 18.00 INCHES; THICKNESS40 MM 410 NB 24.00 INCHES; THICKNESS40 MM 411 NB 24.00 INCHES; THICKNESS50 MM 412 NB 28.00 INCHES; THICKNESS50 MM 413 NB 42.00 INCHES; THICKNESS50 MM 414 FLANGE ASSEMBLIES 415 NB 00.50INCHES; THICKNESS25 MM 416 NB 00.75INCHES; THICKNESS25 MM 417 NB 01.00INCHES; THICKNESS25 MM 418 NB 01.50 INCHES; THICKNESS25 MM 419 NB 02.00 INCHES; THICKNESS25 MM 420 NB 03.00INCHES; THICKNESS25 MM 421 NB 04.00INCHES; THICKNESS40 MM 422 NB 06.00 INCHES; THICKNESS25 MM 423 NB 06.00 INCHES; THICKNESS40 MM 424 NB 08.00INCHES; THICKNESS25 MM 425 NB 08.00INCHES; THICKNESS40 MM 426 NB 12.00 INCHES; THICKNESS40 MM 427 NB 018.000INCHES; THICKNESS40 MM 428 NB 24.00 INCHES; THICKNESS40 MM 429 NB 24.00 INCHES; THICKNESS50 MM 430 NB 42.00 INCHES; THICKNESS50 MM 431 BLIND FLANGE ASSEMBLIES 432 NB 00.75 INCHES; THICKNESS25 MM 433 NB 01.00 INCHES; THICKNESS25 MM 434 NB 01.50 INCHES; THICKNESS25 MM 435 NB 02.00 INCHES; THICKNESS25 MM 436 NB 08.00 INCHES; THICKNESS40 MM 437 NB 24.00 INCHES; THICKNESS50 MM 438 VALVE ASSEMBLIES 439 NB 00.50 INCHES; THICKNESS25 MM 440 NB 00.75 INCHES; THICKNESS25 MM 441 NB 01.00 INCHES; THICKNESS25 MM 442 NB 01.50 INCHES; THICKNESS25 MM 443 NB 02.00 INCHES; THICKNESS25 MM 444 NB 03.00 INCHES; THICKNESS25 MM 445 NB 04.00 INCHES; THICKNESS40 MM 446 NB 06.00INCHES; THICKNESS25 MM 447 NB 06.00INCHES; THICKNESS40 MM 448 NB 08.00 INCHES; THICKNESS25 MM 449 NB 08.00 INCHES; THICKNESS40 MM 450 NB 12.00 INCHES; THICKNESS40 MM 451 NB 018.000INCHES; THICKNESS40 MM 452 NB 24.00 INCHES; THICKNESS40 MM 453 NB 24.00 INCHES; THICKNESS50 MM 454 NB 42.00 INCHES; THICKNESS50 MM 455 ELECTRICAL WORKS 456 Design, detailed engineering, preparation of documents, manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturers works, preparation of graphics for the total microprocessor based analogue addressable type fire detection & alarm system including supply of required software, packing, delivery of the following, including supply of all commissioning spares & special tools and tackles, erection material & documentation as per the enclosed EIL standard specifications, scope of work/job specification, data sheets etc. and other codes and standards attached or referred. 457 8-loop microprocessor based DGFAP with HMI with battery &charger (refer block diagram) 458 Microprocessor based Repeater panel with battery and charger (refer block diagram) 459 Multi - sensor type addressable detectors with junction boxes for safe area 460 Intrinsically safeHeat Detector-addressable type 461 Addressable Linear Beam detectors with transmitter, receiver, reflector for safe area. 462 Zener barrier 463 Outdoor weather proof addressable Break Glass Unit (BGU)/Manual call point (IP-65)in safe area. 464 Indoor addressable Break Glass Unit (BGU) in safe area. 465 Addressable type electronic hooter with minimum 6W output 466 Wall mounting type one faced exit signs suitable for indoor location 467 Ceiling mounting type double faced exit signs suitable for indoor location 468 Weather proof (IP-65) Fault Isolating Modules for loops connecting outdoor break glass units 469 Fault Isolating Modules for loops connecting indoor break glass units/detectors/hooters etc. 470 Control modules with integral junction box installed within loop 471 Input Module with integral junction box installed within loop 472 Industrial type 5 km diametrical range siren with Siren control & starter panel 473 Response indicator for rooms and concealed area for Addressable Fire alarm system 474 Hooter acknowledge Box 475 Providing training for TWO Nos. OWNERs Engineers for a period of 4 days at manufacturer works for Fire Alarm system 476 Providing training for FIVE Nos. OWNERs Engineers at site for the complete fire alarm system 477 Mandatory spares for Fire Alarm system as perCl.6.1 (Mandatory spares), sr.no.15 of EDB document no. B861-000-16-50-EDB-1001 478 Supply, inspection at shop, delivery at site of safe area weatherproof/ indoor push button type desktop/ wallmounting type Analogue caller ID telephone handsets (corded landline phones) with numeric key pad and redialling facility complete with all accessories including all labour and materail. as per approved drawings, specifications of this tender and directions of Engineer-in-ChargeExisting exchange distribution boxes make is ADC Krone, UK 479 Supply, inspection at shop, delivery at site of safe area weatherproof/ indoor push button type desktop/ wall mounting type Analogue non caller ID telephone handsets complete with all accessories including all labour and materail. as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.Existing exchange distribution boxes make is ADC Krone, UK 480 Installation, testing and commissioning of safe area weatherproof/ indoor push button type desktop/ wall mounting type telephone handsets complete with all accessories including all labour and materail. as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 481 Design, detailed engineering, manufacture, preparation of documents, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturers works, packing, supply & delivery of plant communication system supply of all commissioning spares and special tools & tackles, erection & installation material & documentation as per the enclosed EIL specifications, Job specifications/scope of work, datasheets etc and other codes & standards attached or referred. 482 Desktop type Master Call Station (Central Control Unit withMain Master Control Controller with Gooseneck MIC and All Call & Inter-MCD Call facility) with 24 keys suitable for connection with existing 16 Way Microprocessor based Central Control Exchange of DD Electronic Equipment’s PVT Ltd make.Make & model no. of Desktop type Master call station shall be same/ similar make as that of existing.Existing make is DD Electronic Equipment’s PVT Ltd with Model No: LDD8950/20 483 480W BOOSTER AMPLIFIER UNIT including all accessories such as zonal relay cards, IOs, interconnection cables etc. suitable for integration with existing exchange of make DD equipments. Make & Model no. of Booster amplifier unit shall be same/similar make as that of existing.Existing make is BOSCH with Model No: LBD 1938 484 Weather proof IP-65 loud speaker 15/20 Watt suitable for integration with existing exchange of make DD equipments. Make & Model no. of Booster amplifier unit shall be same/similar make as that of existing. Existing make & model no. is Make – DNH ; Model - HS15T 485 Supply, installation and connection of CU earth plates ( 380x45x10) size, complete with anchor bolts, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in- Charge. 486 Unit Rates for UPS ACDB feeders/components 487 Supply, mounting & wiring of fully equipped outgoing feeder 230V SFU upto 32 A with Isolation Transformer 488 Supply, mounting & wiring of fully equipped outgoing feeder 230V SFU 63 A with Isolation Transformer 489 Supply, mounting & wiring of fully equipped outgoing feeder 230V SFU 100 A with Isolation Transformer 490 Supply, mounting & wiring of fully equipped outgoing feeder 230V SFU upto 32 A without Isolation Transformer 491 Supply, mounting & wiring of fully equipped outgoing feeder 230V SFU 63 A without Isolation Transformer 492 Supply, mounting & wiring of fully equipped outgoing feeder 230V SFU 100 A without Isolation Transformer 493 supply& connection of 300A, 230V ACDB Vertical Empty Panel along with bus bar 494 Supply, mounting & wiring of Fully equipped outgoing feeder (230V SFU 16 A with 230/240V step up transformer) 495 Supply, mounting & wiring of Fully equipped outgoing feeder (230V SFU 32 A with 230/240V step up transformer) 496 Supply, mounting & wiring of Fully equipped outgoing feeder (230V SFU 63 A with 230/240V step up transformer) 497 Supply, mounting & wiring of 100A switch 498 Supply, mounting & wiring of 63A switch 499 Supply, mounting & wiring of 32A switch 500 Supply, mounting & wiring of 100A semiconducting fuse 501 Supply, mounting & wiring of 63A semiconducting fuse 502 Supply, mounting & wiring of 32A semiconducting fuse 503 Supply, mounting & wiring of 100A HRC fuse 504 Supply, mounting & wiring of 63A HRC fuse 505 Supply, mounting & wiring of 32A HRC fuse 506 Supply, mounting & wiring of 6 kVA 230V/230V Isolating Transformer 507 Supply, mounting & wiring of 5 kVA 230V/230V Isolating Transformer 508 Supply, mounting & wiring of 4 kVA 230V/230V Isolating Transformer 509 Supply, mounting & wiring of 3 kVA 230V/230V Isolating Transformer 510 Supply, mounting & wiring of 2 kVA 230V/230V Isolating Transformer 511 Supply, mounting & wiring of 1 kVA 230V/230V Isolating Transformer 512 Unit rates for 110V DCDB feeders/components 513 supply& connection of 350A, 110V DCDB Vertical Empty Panel along with bus bar 514 Supply, mounting & wiring of 63A, 110V DC SFU fully equipped outgoing feeder 515 Supply, mounting & wiring of 32A, 110V DC SFU fully equipped outgoing feeder 516 Supply, mounting & wiring of 16A, 110V DC SFU fully equipped outgoing feeder 517 Supply, mounting & wiring of 32A, 110V DC SFC (switch fuse+ contactor) fully equipped outgoing feeder 518 Supply, mounting & wiring of 16A, 110V DC SFC (switch fuse+ contactor) fully equipped outgoing feeder 519 Supply, mounting & wiring of 100A, 110V DC Switch 520 Supply, mounting & wiring of 63A, 110V DC Switch 521 Supply, mounting & wiring of 32A, 110V DC Switch 522 Supply, mounting & wiring of 16A, 110V DC Switch 523 Supply, mounting & wiring of 100A, 110V DC fuse Link 524 Supply, mounting & wiring of 63A, 110V DC fuse Link 525 Supply, mounting & wiring of 32A, 110V DC fuse Link 526 Supply, mounting & wiring of 16A, 110V DC fuse Link 527 Supply, mounting & wiring of 100A, 110V DC contactor 528 Supply, mounting & wiring of 63A, 110V DC contactor 529 Supply, mounting & wiring of 32A, 110V DC contactor 530 Supply, mounting & wiring of 16A, 110V DC contactor 531 TRANSFORMERS 532 Installation of transformers of the following ratings excluding the construction of foundation, includingtransportation from store/yard to site at the place of installation, unpacking, positioning in place, site assembly of loosely furnished accessories, including connection of auxiliary circuits, topping up with oil and testing of oil with contractors own test equipment, including fixing of nuts and bolts etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 533 2 Winding ONAN outdoor transformer with off circuit tap changer. 11 kV/ .433 kV2.5 MV·A 534 2 Winding ONAN outdoor transformer with off circuit tap changer. 11 kV/ .433 kV1.6 MV·A 535 2 Winding ONAN/ONAF outdoor transformer with OLTC. 11 kV/ 6.9 kV6.3 MV·A 536 Filtration of transformer oil by stream line filter machine provided by the contractor for improving the insulation strength of oil to the required strength,including all labour and materials,specifications of this tender and directions of Engineer-in-Charge.(Excluding the supply of oil). 537 Filtration of transformer oil with dissolved gas analysis test. 538 Filtration of transformer oil without dissolved gas analysis test. 539 Supply of transformer oil conforming to IS-335 in non-returnable 220 litre drums for topping up various transformers. The oil shall be tested prior to filling up and improved by filtering, if required, including all labour and materials,specifications of this tender and directions of Engineer-in-Charge. 540 No. of Drums. 541 Supply of dry type transformers with accessories,including nuts and bolts etc., as per EIL standard specification No. 6-51-0042, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 542 2 Winding Dry type transformers. .415 kV/ .415 kV75 kV·A 543 2 Winding Dry type transformers. .415 kV/ .415 kV160 kV·A 544 Installation, testing and commissioning of dry transformer of following rating, including transportation from store/yard to site at the place of installation, unpacking, positioning in place, site assembly of loosely furnished accessories, connection of auxiliary circuits,including fixing of nuts and bolts etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 545 2 Winding Dry type transformers. .415 kV/ .415 kV75 kV·A 546 2 Winding Dry type transformers. .415 kV/ .415 kV160 kV·A 547 Testing and commissioning of transformers of the following rating including all labour and materials, as per specifications of this tender and directions of Engineer-in-Charge. 548 2 Winding ONAN outdoor transformer with off circuit tap changer. 11 kV/ .433 kV2.5 MV·A 549 2 Winding ONAN outdoor transformer with off circuit tap changer. 11 kV/ .433 kV1.6 MV·A 550 2 Winding ONAN/ONAF outdoor transformer with OLTC. 11 kV/ 6.9 kV6.3 MV·A 551 SWITCHBOARDS / UPS / VSD / BATTERY CHARGERS / PANELS 552 Installation, testing and commissioning of switch-boards, relay and control panels, annunciation panels, UPS system, battery chargers, distribution boards, cubicles with electrical equipment, VSD panels, misc. electrical panels etc., including transportation from store/yard to site at the place of installation, unpacking, assembly, including mounting and wiring of loose parts supplied by equipment vendor, interconnection of shipping sections and requisite inter-panel wiring between shipping sections, including supply of all wiring materials, installation on foundations or fixing to wall or steel structures, aligning, levelling, grouting, testing and calibration of relays and meters etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 553 Weight of the Unit upto 100 kg. 554 Weight of the Unit from 101 upto 500 kg. 555 Installation of switch-boards, relay and control panels, annunciation panels, UPS system, battery chargers, distribution boards, cubicles with electrical equipment, VSD panels, misc. electrical panels etc., including transportation from store/yard to site at the place of installation, unpacking, assembly, including mounting and wiring of loose parts supplied by equipment vendor etc., interconnection of shipping sections and requisite inter-panel wiring between shipping sections, including supply of all wiring materials, installation on foundations or fixing to wall or steel structures, aligning, levelling, grouting, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineers-in-Charge. 556 Weight of the Unit upto 100 kg. 557 Weight of the Unit from 101 upto 500 kg. 558 Installation, testing and commissioning of bus ducts of following ratings between transformer secondary and the switchgear incomer panel, including transportation from store/yard to site at the place of installation, unpacking, making connections and installation of bends, breaking of walls and making good of the same etc., (but excluding structural supports), including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 559 Air Insulated/segregated bus ducts 415 V4000 A65 kAfor 1 second 560 Air Insulated/segregated bus ducts 415 V2500 A65 kAfor 1 second 561 Installation, testing and commissioning of switch-boards, relay and control panels, annunciation panels, UPS system, battery chargers, distribution boards, cubicles with electrical equipment, VSD panels, misc .electrical panels etc., including transportation from store/yard to site at the place of installation, lifting the panels by deployment of tyre mounted hydraulic trollies, unpacking, assembly, including mounting and wiring of loose parts supplied by equipment vendor, interconnection of shipping sections and requisite inter-panel wiring between shipping sections, including supply of all wiring materials, installation on foundations or fixing to wall or steel structures, aligning, levelling, grouting, testing and calibration of relays and meters etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 562 Weight of the Unit upto 100 kg 563 Weight of the Unit from 101 upto 500 kg. 564 Weight of the Unit from 501 upto 1000 kg. 565 Weight of the Unit from 1001 upto 1500 kg. 566 Weight of the Unit from 1501 upto 3000 kg. 567 Installation of switch-boards, relay and control panels, annunciation panels, UPS system, battery chargers, distribution boards, cubicles with electrical equipment, VSD panels, misc .electrical panels etc., including transportation from store/yard to site at the place of installation, lifting the panels by deployment of tyre mounted hydraulic trollies, unpacking, assembly, including mounting and wiring of loose parts supplied by equipment vendor, interconnection of shipping sections and requisite inter-panel wiring between shipping sections, including supply of all wiring materials, installation on foundations or fixing to wall or steel structures, aligning, levelling, grouting, testing and calibration of relays and meters etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 568 Weight of the Unit upto 100 kg 569 Weight of the Unit from 101 upto 500 kg. 570 Weight of the Unit from 501 upto 1000 kg. 571 Weight of the Unit from 1001 upto 1500 kg. 572 Weight of the Unit from 1501 upto 3000 kg. 573 Design, engineering, manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturers works, packing, delivery to site including all labour and materials along with supply of special tools & tackles for following Single Phase, 50 Hz UPS System along with associated accessories and AC Distribution Board complete with documentations as per approved drawings, specifications, data sheets and other codes & standards attached or referred with this tender and directions of Engineer-in-charge. 574 55KVA, 230V, 50 Hz, SPNParallel Redundant UPS withBypass as data sheet DS-440 575 1X100% NI-CD Battery Bank for 30 Min. backup along with all accessories & battery Isolator. 576 230V, 300 Amps, 50 Hz, AC Distribution Board as per Feeder Details listed in scope of work/job specification 577 Cell booster of adequate rating suitable for battery AH capacity. 578 Providing training to 2 nos. owners engineer at Vendor Works for a period of min. 3 days for 55KVA UPS system 579 Providing training to 5 nos. owners engineers at site for 55KVA UPS system 580 Mandatory spares for 230V, 55KVA UPS system as perCl.6.1 (Mandatory spares), sr.no.10 of EDB document no. B861-000-16-50-EDB-1001 581 MISCELLANEOUS CONTROL GEAR 582 Installation, testing and commissioning of miscellaneous surface mounted industrial/FLP control gear such as lighting/power panel, push button stations, motor starter, communication equipment, junction boxes, panels, plugs, sockets, including supply of necessary hardware, touch up painting including supply of paint, including transportation from store/yard to site at the place of installation, unpacking, (excluding fixing of cable glands and cable terminations),including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 583 Weight of the unit above 5 kg. but upto 20 kg. 584 Weight of the unit above 20 kg. but upto 100 kg. 585 Weight of the unit up to 5 kg. 586 Supply of Industrial, weather proof type Push Button stations as per EIL specification No. 6-51-0014, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 587 With stop (latching type) push button. 588 With stop (non-latching type) push button. 589 With start and stop (latching type) push buttons. 590 With start, stop push buttons and ammeter. 591 With start,stop push buttons and one Three position selector switch. 592 With start,stop push buttons, one Three position selector switch and ammeter. 593 With stop push button (Break Glass Type). 594 With start and stop (non-latching type) push buttons. 595 Supply of flameproof and weather proof type Push Button station as per EIL standard specification No. 6-51-0006 as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 596 With start, stop push buttons and one Three position selector switch and ammeter. 597 DC SYSTEM / BATTERY BANK 598 Supply of following ratings of Nickel-cadmium batteries, battery charger, distribution board alongwith accessories as per EIL specification No. 6-51-0019, 6-51-0047, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 599 160A (Min.) , dual redundant battery charger as per data sheet DS-430 600 110V, 1x500AH(Min.), Ni-Cd battery bank 601 110V, 350A DC distribution board as per feeder details listed in scope of work/job specification 602 3P MCCB / DC Circuit Breaker Battery isolator in weatherproof enclosure(IP-55)of adequate rating. 603 Mandatory spares for 110V Battery & Battery charger as per Cl.6.1 (Mandatory spares), sr.no.11 of EDB document no. B861-000-16-50-EDB-1001 604 Installation, testing and commissioning of stationary nickel-cadmium battery banks of the following ratings, including transportation from store/yard to site at the place of installation, filling with electrolyte, charging and dischargng of cells, including capacity test etc., aligning, levelling, grouting, assembly of battery racks, fixing of inter-cell connectors etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 605 Nickel-cadmium battery banks (including capacity test) rated for 110 V500 Ah 606 Supply of following rating of cell boosters as per EIL specification No. 6-51-0019, including all labour and materials, as per data sheets, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 607 Cell booster rated for 12 V50 A 608 PLUGS, SOCKETS AND JUNCTION BOXES 609 Supply of weatherproof metal clad 415V, TPN, industrial type socket and plug with heavy duty interlocking switch, with adequately sized cable adaptor box for incoming and outgoing cable terminations, including supply of double compression brass nickel plated cable glands, tinned copper lugs,including all labours and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 610 63 A, 415 V, 5 pin sockets along with associated 5 pin plugs. 611 240 V, 15 A, 3 pin sockets. 612 240 V, 15 A, 3 pin sockets along with associated 3 pin plugs. 613 24 V, 5 A, 3 pin sockets along with associated 3 pin plugs. WITH TRANSFORMER.(240/24V) 614 Supply, installation, cable termination, connection, testing and commissioning of following types of FLP andWP junction boxes, as per EIL specification No. 6-51-0061, including all labours and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 615 WP JB (IP-65) with 15 A, 16 terminals suitable for 1 No. incoming and6 Nos. outgoing cable entries complete with cable glands for incoming and outgoing cables and 3 Nos. blocking plugs 616 WP 3 way JB (IP-65) complete with 3 Nos. cable glands and 1 Nos. blocking plug suitable for cables upto 3 x 2.5 sq. mm YWY / XWY cable. 617 WP 4 way JB with IP-65 degree of protection complete with 4 Nos. cable glands and 2 Nos. blocking plug suitable for cables upto 3 x 2.5 sq. mm YWY / XWY cable. 618 NEUTRAL GROUNDING RESISTOR 619 Supply of following rating of outdoor type neutral grounding resistor, as per EIL standard specification no.6-51-0043,including all labour and materials, as per approved drawings, specifications of this tnder and directions of Engineer-in-Charge. 620 NGR rated for 3.81 kV400 A 621 Installation, testing and commissioning of outdoor type following neutral grounding resistor consisting of cast iron/stainless steel grid resistor with/without neutral CT including connection of one end of resistor with transformer neutral and the other end of the resistor to the earthing grid, including transportation from store/yard to site at the place of installation, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 622 NGR rated for 3.81 kV400 A 623 CAPACITOR BANKS 624 Supply of following HV capacitor banks, series reactor and RVT, as per EIL standard specification NO. 6-51-0020, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 625 11kV, 3 Phase,indoor type APFC panel -1500kVAR 626 Mandatory spares for APFC as per Cl.6.1 (Mandatory spares), sr.no.20 of EDB document no. B861-000-16-50-EDB-1001 627 Installation of following H.V. capacitor banks,series reactor and RVT, including transportation from store/yard to site ofinstallation, unpacking, assembly of elevating structure, interconnection of loose parts supplied by equipment vendor, aligning, levelling etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 628 HV capacitor banks rated for 1500 kVAR11 kV 629 Testing and commissioning of following H.V. capacitor banks,series reactor and RVT, including testing equipments, all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 630 HV capacitor banks rated for 1500 kVAR11 kV 631 CANOPIES 632 Supply, fabrication and installation of FRP canopies for outdoor electrical miscellaneous equipments such as lighting/power panels and distribution junction boxes, local panels , PB stations etc. to render them weather proof including supply of necessary hardware for fixing and clamping with the equipment, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 633 Lighting Panel/Power panel/distribution junctions boxes. 634 Manual call points/field call stations. 635 Push button stations. 636 Supply, fabrication andinstallation of canopies for miscellaneous outdoor equipment like motors, fire alarm points, telephones, communication hand set stations etc. to render them weatherproof made out of 1.6 mm (16 gauge) sheet steel including supply of hardware and paint, painting, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 637 Supply, fabrication andinstallation of GI canopies for outdoor electrical motors of following frame sizes to render them weather proof including supply of necessary hardware for fixing and clamping with the motor foundation, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 638 Frame size upto 80. 639 Frame size more than 80 and upto 112. 640 Frame size more than 112 and upto 180. 641 Frame size more than 180 and upto 250. 642 Supply, fabrication and installation of GI canopies for outdoor electrical miscellaneous equipments such as lighting/power panels and distribution junction boxes, local panels , PB stations etc. to render them weather proof including supply of necessary hardware for fixing and clamping with the equipment, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 643 Lighting Panel/Power panel/distribution junctions boxes. 644 Manual call points/field call stations. 645 Push button stations. 646 FLP receptacles. 647 ANCHOR FASTENERS 648 Supply, drilling in RCC and fixing of metallic anchor fasteners for supporting of cable trays and miscellaneous electrical switchgear of following sizes, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 649 3/16 BSW. 650 5/16 BSW. 651 1/4 BSW. 652 3/8 BSW. 653 5/8 BSW. 654 1/2 BSW. 655 SAFETY EQUIPMENT 656 Supply and installation of the following, including the supply of necessary clamps, bolts, rawl plugs etc., breaking and making good of walls, if required, mounting, including all labour and materials, complete and as per applicable standards and CEA Guidelines and as per directions of Engineer-in-Charge. 657 Shock hazard charts complete with frame and glass. 658 First Aid Boxes. 659 4.5 kg capacity CO2 type fire extinguishers. 660 6.8 kg capacity CO2 type fire extinguishers. 661 9 kg capacity CO2 type fire extinguishers. 662 Sand buckets with stand (Each with at least 3 sand buckets). 663 Shock hazard charts - Laminated type 664 Gas Mask for use in substation during fire & smoke as per CEA guidelines 665 Supply and laying of 900 mm wide safety insulation mats complying to IS-15652, of following grades required for maintenance of electrical equipment in substation, including cutting to required shape in running length, including all labour and materials, as per applicable Indian or International standards and CEA Guidelines and as per directions of Engineer-in-Charge. 666 3.3 kV grade. 667 11 kV grade. 668 Supply of following items as per applicable Indian standards/CEA Guidelines. 669 Rubber hand gloves (11 kV grade). 670 Rubber hand gloves (33 kV grade). 671 Enamelled caution boards. 672 Discharge rod with earthing facility (upto 11 kV grade). 673 HV fuse puller handle. 674 Supply and application/installation of epoxy based insulation coating with breakdown voltage as per IS, suitable for system voltage as marked and shall be suitable for installation on concrete flooring of substation in airconditioned/non-airconditioned area, having smooth finish, including all labour and materials, complete as per approved drawings, job & standard specification attached with this tender and directions of the engineer-in- charge 675 For highest systen voltage of 12.1kV 676 SUPPLY OF SPARES / LAMPS 677 MV HRC Fuses 678 16 A. 679 32 A. 680 63 A. 681 100 A. 682 160 A. 683 250 A. 684 SUPPLY OF MV CABLES 685 Supply of 1100 V grade, Copper Conductor,XLPE insulated and armoured, cables of following sizes as per EIL standard specification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge. 686 2 C x 10 sq. mm 687 2C x 16 sq. mm 688 2 C x 2.5 sq. mm 689 3 C x 6 sq. mm 690 2 C x 4 sq. mm 691 3 C x 4 sq. mm 692 3 C x 10 sq. mm 693 3 C x 2.5 sq. mm 694 Supply of 1100 V grade, Aluminium Conductor, XLPE insulated and armoured, cables of following sizes as per EIL standard specification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge. 695 3 C x 25 sq. mm 696 3.5 C x 25 sq. mm 697 3 C x 35 sq. mm 698 2 C x 50 sq. mm 699 3 C x 95 sq. mm 700 3 C x 120 sq. mm 701 3.5 C x 185 sq. mm 702 3 C x 240 sq. mm 703 3 C x 50 sq. mm 704 3.5 C x 35 sq. mm 705 3.5 C x 95 sq. mm 706 3.5 C x 300 sq. mm 707 3.5 C x 50 sq. mm 708 3.5 C x 120 sq. mm 709 Supply of 1100 V grade, Copper Conductor, Individual pair shielded & Overall shielded, twisted pair/triad, XLPE insulated, Armored, FRLS outer-sheathed cables of following sizes as per EIL standard specification No. 6-51-0052, data sheets, specifications of this tender and directions of Engineer-in-Charge. 710 1 Pair x 2.5 sq. mm 711 2 Pair x 2.5 sq. mm 712 4 Pair x 2.5 sq. mm 713 6 Pair x 2.5 sq. mm 714 12 Pair x 2.5 sq. mm 715 SUPPLY OF HV CABLES (MULTI CORE) 716 Supply of 6.6 kV (UE) grade, Al/Cu Conductor, XLPE insulated and armoured cables of following sizes as per EIL standard specification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge. 717 3 C x 240sq. mm, Al 718 Supply of 11 kV (UE) grade, Al/Cu Conductor, XLPE insulated and armoured cables of following sizes as per EIL standardspecification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge. 719 3 C x 240 sq. mm, Al 720 3 C x 300 sq. mm, Al 721 SUPPLY OF HV CABLES (SINGLE CORE) 722 Supply of 6.6 KV (UE) grade, Al/Cu Conductor, XLPE insulated and armoured single core cables of following sizes as per EIL standard specification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge. 723 1 C x 630 sq. mm, Al 724 Supply of 11 KV (UE) grade, Al/Cu Conductor, XLPE insulated and armoured single core cables of following sizes as per EIL standard specification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge. 725 1 C x 630 sq. mm, Al 726 LAYING OF CABLES 727 Laying of cables of different voltage grade and types of the following overall diameters in ready trays/trenches/ supported on structure/pull through pipes including supply and fixing of stainless steel strip number tags, supply and fixing of GI saddles & saddle bars, trefoil clamps (for single core cables) etc., including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge 728 Cables with OD above 80 mm but upto 100 mm. 729 Cables with OD above 50 mm but upto 60 mm. 730 Cables with OD above 60 mm but upto 80 mm. 731 Cables with OD above 30 mm but upto 40 mm. 732 Cables with OD above 20 mm but upto 30 mm. 733 Cables with OD upto 20 mm. 734 Cables with OD above 40 mm but upto 50 mm. 735 Laying of cables (using cable pulling by motorized winch with torque limits) of different voltage grade and types of the following overall diameters in ready trays/trenches/supported on structure/pull through pipes including supply and fixing of stainless steel strip number tags, supply and fixing of GI saddles & saddle bars, trefoil clamps (for single core cables) etc., including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge 736 Cables with OD upto 20 mm. 737 Cables with OD above 20 mm but upto 30 mm. 738 Cables with OD above 30 mm but upto 40 mm. 739 Cables with OD above 40 mm but upto 50 mm. 740 Cables with OD above 50 mm but upto 60 mm. 741 Cables with OD above 60 mm but upto 80 mm. 742 Cables with OD above 80 mm but upto 100 mm. 743 END TERMINATIONS 744 Fire proofing of cables including supply of all fire proofing paint, including all labour and materials, as per IEC-60331, specifications of this tender and directions of Engineer-in- Charge. (Actual area of surface painted shall be measured). 745 Supply of Unearthed grade H.V. termination kits of (indoor/outdoor type) as per EIL standard specification No. 6-51-0051, excluding cable glands and lugs, as per approved drawings and as per specifications of this tender and directions of Engineer-in-Charge. 746 3 Core cable Indoor termination kit for 6.6 kV240 mm² 747 3 Core cable Outdoor termination kit for 6.6 kV240 mm² 748 3 Core cable Indoor termination kit for 6.6 kV300 mm² 749 3 Core cable Indoor termination kit for 11 kV300 mm² 750 3 Core cable Indoor termination kit for 11 kV240 mm² 751 1 Core cable Indoor termination kit for 6.6 kV630 mm² 752 1 Core cable Indoor termination kit for 11 kV630 mm² 753 Termination of Unearthed grade HV cables and connection of leads including fixing of cable glands,supply and fixing of PVC shrouds for outdoor terminations, cutting and stripping of cable insulation, crimping the lug onto the conductor, restoration of the insulation, clamping of cable cores and earthing of armour, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Excluding supply of termination kits and cable glands). 754 3 Core cable termination kit for 6.6 kV300 mm² 755 3 Core cable termination kit for 6.6 kV240 mm² 756 3 Core cable termination kit for 11 kV300 mm² 757 3 Core cable termination kit for 11 kV240 mm² 758 1 Core cable termination kit for 6.6 kV630 mm² 759 1 Core cable termination kit for 11 kV630 mm² 760 Termination of XLPE insulated armoured power cables (up to 1100 V grade) and connection of leads excluding the supply of cable glands and lugs but includingfixing of cable glands, supply and fixing of PVC shrouds for outdoor terminations, cutting and stripping of cable insulation, crimping the lug on to the conductor, clamping of the cable-cores, marking with wire number, ferrules etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 761 Cables with OD above 60 mm but upto 80 mm. 762 Cables with OD above 40 mm but upto 50 mm. 763 Cables with OD above 30 mm but upto 40 mm. 764 Cables with OD above 50 mm but upto 60 mm. 765 Cables with OD upto 20 mm. 766 Cables with OD above 20 mm but upto 30 mm. 767 Termination of communication, fire alarm & control paired cables and connection of leads excluding the supply of cable glands and lugs but including fixing of cable glands, supply and fixing of PVC shrouds for outdoor terminations,cutting, stripping of cable insulation, crimping the lug on to the conductor, clamping of the cable- cores, marking with wire number, ferrules etc., including all labour and materials,as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 768 All sizes from 1P to 4P and upto 2.5 sq. mm 769 All sizes from 5P to 10P and upto 2.5 sq. mm 770 All sizes from 11P to 15P and upto 2.5 sq. mm 771 STRAIGHT THROUGH JOINTS 772 Supply and Making of heat shrinkable type straight through joints for 1100 volt grade power cablesas per EIL standard specification No. 6-51-0051, including cutting, stripping of cable insulation complete with supply of compression / crimping type ferrules, plastic mould and epoxy resin compound etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 773 Cables with OD above 30 mm but upto 40 mm. 774 Cables with OD above 50 mm but upto 60 mm. 775 Cables with OD above 60 mm but upto 80 mm. 776 Cables with OD upto 20 mm. 777 Cables with OD above 40 mm but upto 50 mm. 778 Cables with OD above 20 mm but upto 30 mm. 779 Supply of heat shrinkable type Straight through jointing kits for Unearthed grade H.V. cables of the following sizes,as per EIL standard specification No. 6-51-0051, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 780 3 Core cable Straight through jointing kits for 6.6 kV240 mm² 781 3 Core cable Straight through jointing kits for 11 kV300 mm² 782 1 Core cable Straight through jointing kits for 6.6 kV630 mm² 783 1 Core cable Straight through jointing kits for 11 kV630 mm² 784 Making of Straight through joints for H.V. cables of following sizes excluding supply of jointing kit and accessories, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 785 3 Core cable Straight through jointing kits for 6.6 kV240 mm² 786 3 Core cable Straight through jointing kits for 11 kV300 mm² 787 1 Core cable Straight through jointing kits for 6.6 kV630 mm² 788 1 Core cable Straight through jointing kits for 11 kV630 mm² 789 Supply and Making of heat shrinkable type straight through joints for communication, fire alarm & control paired cables, including cutting, stripping of cable insulation complete with supply of compression / crimping type ferrules, plastic mould and epoxy resin compound etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 790 All sizes from 5P to 10P and upto 2.5 sq. mm 791 All sizes from 11P to 15P and upto 2.5 sq. mm 792 All sizes from 1P to 4P and upto 2.5 sq. mm 793 G.I. & PVC PIPES 794 Supply and laying of following sizes ofG.I. Pipes (medium) in required length fixed on steel, concrete or similar structure, laid in trenches, ready to be buried in concrete including cutting, threading, bending and similar works, supply of clamps, small iron structures, spacers and installation of seats, plugs, bushings etc., small civil works, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 795 100 mm NB. 796 150 mm NB. 797 50 mm NB. 798 STRUCTURAL STEEL 799 Supply, fabrication, galvanising andinstallation of base frames, supports for switchgear, and brackets for miscellaneous electrical equipments, cable and cable tray supports out of rolled MS sections, pipes, plates etc. including welding, bolting, rivetting, supply of necessary anchor bolts and grouting etc., including breaking walls, floors etc. for structures as required including supply of all GI hardware materials, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Any item weighing up to 1 kg. or less shall neither be measured nor paid). 800 CABLE - TRAYS 801 Supply and installation of prefabricated hot dip galvanised steel cable trays, fabricated out of hot rolled sheet steel with rigid welded construction ladder type with a rung as per std. 7-51-0333, of approved make and cable tray fittings, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 802 Reducers 750 - 450 RHS. 803 Reducers 750 - 600 RHS. 804 Reducers 750 - 600 LHS. 805 Horizontal bends for 450 mm wide tray with 1000 mm bending radius. 806 Horizontal bends for 600 mm wide tray with 1000 mm bending radius. 807 Vertical outside bends for 450 mm wide tray with 1000 mm bending radius. 808 Vertical outside bends for 600 mm wide tray with 1000 mm bending radius. 809 Vertical inside bends for 600 mm wide tray with 1000 mm bending radius. 810 Tee Joints for 450 mm wide tray with 1000 mm bending radius. 811 Tee Joints for 600 mm wide tray with 1000 mm bending radius. 812 Tee Joints for 750 mm wide tray with 1000 mm bending radius. 813 Cross Joints for 450 mm wide tray with 1000 mm bending radius. 814 Cross Joints for 750 mm wide tray with 1000 mm bending radius. 815 Vertical inside bends for 750 mm wide tray with 1000 mm bending radius. 816 300 mm wide Straight run cable tray. 817 Horizontal bends for 750 mm wide tray with 1000 mm bending radius. 818 Vertical outside bends for 750 mm wide tray with 1000 mm bending radius. 819 600 mm wide Straight run cable tray. 820 Reducers 750 - 300 RHS. 821 Reducers 600 - 300 RHS. 822 Horizontal bends for 300 mm wide tray with 1000 mm bending radius. 823 Vertical outside bends for 300 mm wide tray with 1000 mm bending radius 824 Vertical inside bends for 300 mm wide tray with 1000 mm bending radius 825 Tee Joints for 300 mm wide tray with 1000 mm bending radius. 826 450 mm wide Straight run cable tray. 827 750 mm wide Straight run cable tray. 828 Supply and installation of following galvanised slotted channel trays of 2 mm thickness and 50 mm high for supporting cables, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 829 150 mm wide. 830 60 mm wide. 831 100 mm wide. 832 Supply, fabrication andinstallation of 0.91 mm (20 gauge) GI sheet covers for cable trays, including necessary hardwares, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 833 CABLE GLANDS 834 Supply of nickel-plated, flame proof IIA/IIB double compression type brass cable glands, suitable for out door terminations of armoured PVC cables of following overall diameter (excluding termination and connection of cables), including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 835 Cables with OD above 50 mm but upto 60 mm. 836 Cables with OD above 30 mm but upto 40 mm. 837 Cables with OD above 40 mm but upto 50 mm. 838 Cables with OD above 60 mm but upto 80 mm. 839 Cables with OD above 20 mm but upto 30 mm. 840 Cables with OD upto 20 mm. 841 Supply of nickel plated brass double compression cable glands suitable for outdoor installations (WP) of following overall diameter (excluding termination and connections of cables), including drilling of suitable holes in equipments for fixing purposes etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 842 Cables with OD upto 20 mm. 843 Cables with OD above 20 mm but upto 30 mm. 844 Cables with OD above 30 mm but upto 40 mm. 845 Cables with OD above 40 mm but upto 50 mm. 846 Cables with OD above 50 mm but upto 60 mm. 847 Cables with OD above 60 mm but upto 80 mm. 848 Supply of nickel plated brass single compression cable glands of following overall diameter (excluding termination and connections of cables), including drilling of suitable holes in equipments for fixing purposes etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 849 Cables with OD upto 20 mm. 850 Cables with OD above 20 mm but upto 30 mm. 851 Cables with OD above 30 mm but upto 40 mm. 852 Cables with OD above 40 mm but upto 50 mm. 853 Cables with OD above 50 mm but upto 60 mm. 854 Cables with OD above 60 mm but upto 80 mm. 855 Cables with OD above 80 mm but upto 100 mm. 856 Supply and fixing of FLP(IIA/IIB) blocking plugs for blocking unused cable entries with following diameter in outdoor electrical equipment including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 857 Cables with OD above 60 mm but upto 80 mm 858 Cables with OD above 30 mm but upto 40 mm 859 Cables with OD above 40 mm but upto 50 mm 860 Cables with OD above 50 mm but upto 60 mm 861 Cables with OD up to 20 mm 862 Cables with OD above 20 mm but upto 30 mm 863 MARKERS 864 Supply and installation of earth pit markers for directly buried GI pipe electrodes as per std. 7-51-0101 with 14 SWG enamelled steel plate engraved with white letters BURIED, EARTH ELECTRODE on JADE green background complete with support and foundation, including all labour and materials, as per approved drawings, specifications of this tender and direction of Engineer-in-Charge. 865 Supply and installation of cable markers as per std. 7-51-0301, for underground cable runs with 14 SWG enamelled steel plate with white lettering on jade green background inclusive of providing and fixing supports, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 866 CABLE LUGS 867 Supply of crimping type long barrel tinned copper lugs with circular/sector shaped barrel for following conductor sizes, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 868 All sizes from 50 to 185 sq. mm 869 All sizes from 16 to 35 sq. mm 870 All sizes from 240 to 400 sq. mm 871 All sizes upto 10 sq. mm 872 All sizes from 500 to 1000 sq. mm 873 Supply of crimping type long barrel aluminium lugs with circular/sector shaped barrel for following conductor sizes, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 874 All sizes upto 10 sq. mm 875 All sizes from 240 to 400 sq. mm 876 All sizes from 16 to 35 sq. mm 877 All sizes from 50 to 185 sq. mm 878 All sizes from 500 to 1000 sq. mm 879 Supply of crimping type long barrel Bimetallic lugs with Al barrel & tinned Cu palm with circular/sector shaped barrel for following conductor sizes, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 880 All sizes from 50 to 185 sq. mm 881 All sizes from 240 to 400 sq. mm 882 All sizes upto 10 sq. mm 883 All sizes from 16 to 35 sq. mm 884 All sizes from 500 to 1000 sq. mm 885 Supply of crimping type long barrel Bimetallic lugs with tinned Cu barrel & Al palm with circular/sector shaped barrel for following conductor sizes, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 886 All sizes upto 10 sq. mm 887 All sizes from 16 to 35 sq. mm 888 All sizes from 240 to 400 sq. mm 889 All sizes from 50 to 185 sq. mm 890 All sizes from 500 to 1000 sq. mm 891 FIRE PROOFING OF CABLES 892 Fire proofing of cables including supply of all fire proofing paint, including all labour and materials, as per specifications of this tender and directions of Engineer-in-Charge. (Actual area of surface painted shall be measured). 893 ADAPTORS / REDUCERS / NIPPLES ETC. 894 Supply and fixing nickel-plated brass adaptors/ reducers for cable glands of following sizes including all labour and materials complete as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. Adaptors shall have male part threaded as per Eqpt. threads and the other end to receive glands having E.T. thread. 895 Eqpt. Thread 3/4 PF (J.I.S.)-E.T. Thread 3/4ET 896 Eqpt. Thread 1 PF (J.I.S.) - E.T. Thread 3/4ET 897 Eqpt. Thread 1 PF (J.I.S.) -E.T. Thread 1ET 898 Eqpt. Thread 1-1/2 PF (J.I.S.)- E.T. Thread 1-1/4ET 899 Eqpt. Thread 1-1/2 PF (J.I.S.)- E.T. Thread 1-1/2ET 900 Eqpt. Thread 2 PF (J.I.S.) -E.T. Thread 1-1/2ET 901 Supply and installation of GI reducers/enlargers of following sizes for cable glands of following sizes including all labour and materials complete as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. Adaptors shall have male part threaded as per Eqpt. threads and the other end to receive glands having E.T. thread. 902 Eqpt. Thread PG 13.5(DIN) - E.T. Thread 3/4 ET 903 Eqpt. Thread PG 16 (DIN) -E.T. Thread 3/4 ET 904 Eqpt. Thread PG 21 (DIN) -E.T. Thread 1ET 905 Eqpt. Thread PG 29 (DIN) -E.T. Thread 1-1/2 ET 906 Eqpt. Thread 1 ET (IS) -E.T. Thread 3/4 ET 907 Eqpt. Thread 1-1/2 ET (IS) -E.T. Thread 1 ET 908 Eqpt. Thread 1-1/2 ET (IS) -E.T. Thread 1-1/2 ET 909 Eqpt. Thread 2 ET (IS) -E.T. Thread 1-1/2 ET 910 Supply and fixing FLP(IIA/IIB), weatherproof, nickel-plated brass adaptors/reducers for cable glands of following sizes including all labour and materials complete as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. Adaptors shall have male part threaded as per Eqpt. threads and the other end to receive glands having E.T. thread. 911 Eqpt. Thread 3/4 PF (J.I.S.)-E.T. Thread 3/4ET 912 Eqpt. Thread 1 PF (J.I.S.) -E.T. Thread 3/4ET 913 Eqpt. Thread 1 PF (J.I.S.) -E.T. Thread 1ET 914 Eqpt. Thread 1-1/2 PF (J.I.S.)- E.T. Thread 1-1/4ET 915 Eqpt. Thread 1-1/2 PF (J.I.S.)- E.T. Thread 1-1/2ET 916 Eqpt. Thread 2 PF (J.I.S.) -E.T. Thread 1-1/2ET 917 Supply and installation of FLP(IIA/IIB) GI reducers/ enlargers of following sizes for cable glands of following sizes including all labour and materials complete as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. Adaptors shall have male part threaded as per Eqpt. threads and the other end to receive glands having E.T. thread. 918 Eqpt. Thread PG 13.5(DIN) - E.T. Thread 3/4 ET 919 Eqpt. Thread PG 16 (DIN) -E.T. Thread 3/4 ET 920 Eqpt. Thread PG 21 (DIN) -E.T. Thread 1ET 921 Eqpt. Thread PG 29 (DIN) -E.T. Thread 1-1/2 ET 922 Eqpt. Thread 1 ET (IS) -E.T. Thread 3/4 ET 923 Eqpt. Thread 1-1/2 ET (IS) -E.T. Thread 1 ET 924 Eqpt. Thread 1-1/2 ET (IS) -E.T. Thread 1-1/2 ET 925 LIGHTING POLES 926 Supply and installation of Lighting Poles for floor mounting as per std. 7-51-0201, including all civil works, excavation, foundation, disposal of surplus earth, providing shoring, strutting and dewatering if required and including supply of cement, steel, GI pipes, base plates, paint and all sundry materials as required, including painting, (excluding supply and installation of control gear box/junction box), but including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 927 Lighting poles including supply and connection of wires upto fixtures for safe areas. 928 Supply andinstallation of platform Lighting pole as per std. 7-51-0202,including all welding, structural works, paint and all sundry materials as required, including painting, (excluding supply and installation of control gear box/junction box), but including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 929 Lighting poles including supply and connection of wires upto fixtures for safe areas. 930 Supply andinstallation of street lighting poles (single bracket/double bracket) including built in marshalling box andnecessary wire/cable running from marshalling box to the lighting fixture, cable termination and connection, fixing of cable glands and lugs,including all civil works, excavation, foundation, disposal of surplus earth, providing shoring, strutting and dewatering if required and including supply of cement, steel, GI pipes, base plates, paint and all sundry materials as required, including painting, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 931 Poles as per std. 7-51-0233 with MB as per 7-51-0208 for safe area 932 Poles as per std. 7-51-0234 sht. 2 of 2 (Single bracket) 933 HAZARDOUS AREA LIGHTING FIXTURES AND ACCESSORIES 934 Installation, connection, testing and commissioning of following types of flame proof/Div.2 lighting fixtures and accessories, including cable termination and connection, fixing of cable glands, lugs, including supply of necessary hardwares, including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 935 3-way, junction box. 936 4-way, junction box. 937 Well glass type pole mounting type for Ground Level. 938 Well glass type ceiling mounted. 939 Well glass type bracket mounted. 940 Well glass type pole mounting type for Platform. 941 Supply and installation of Type-`A clamps(for bracket mounted lighting fixtures) including bolt (MOC SS304) for fixing the fixture to the clamp as per EIL std.no.7-51-0221, including supply and fixing of anchor fasteners, nuts and bolts, washers etc. as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 942 Supply and installation of adapters for Platform and ground pole mounted lighting fixtures as per EIL std.no.7-51-0221, approved drawings, specifications of this tender and directions of Engineer-in-Charge. 943 Supply and installation of Type-`B clamps(for ceiling mounted lighting fixtures) including bolt (MOC SS304) for fixing the fixture to the clamps per EIL std.no.7-51-0221, including supply and fixing of anchor fastners,nuts and bolts,washers as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 944 SAFE AREA LIGHTING FIXTURES 945 Supply, installation, testing and commissioning of following energy efficient lighting fixtures and connecting to wiring junction box/marshalling box complete with lamps and necessary control gear including supply of all connected materials like flexible conduit, clamps, supports, chains, anchor fastners, bolts, nuts and washers etc. as required, including supply and fixing of cable glands, lugs, including all labour and materials, as per approved drawings, data sheet for lighting fixture schedule, EIL installation standards, specifications of this tender and directions of Engineer-in-Charge. 946 Type LED SFD-12 Fixtures. 947 Type LED BK-3 Fixtures. 948 Type LED ST-10 Fixtures. 949 Type LED FD-1 Fixtures. 950 Type LED FD-2 Fixtures. 951 Type LED FD-3 Fixtures. 952 JUNCTION BOXES (OUTDOOR / INDOOR TYPE) 953 Supply and installation of dust and vermin proof G.I. sheet steel (1.6 mm thick) junction box WP type suitable for outdoor/indoor installation with number of outgoing ways as under, complete with PVC connectors, supply and fixing of cable glands, including supply of required size and number of terminals, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 954 3 way. 955 4 way. 956 LIGHTING / POWER PANELS AND DISTRIBUTION BOARDS 957 Supply, installation, connection, testing and commissioning offlame proof weather proof lighting/power panels(for gas group IIA/IIB) as per EIL std. spec. 6-51-0008, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 958 40 A, 4 pole incomer MCB isolator and 12 Nos. outgoingdouble poleMCBs with ELCB (upto 20 A). 959 40 A, 4 pole incomer MCB isolator and 6 Nos. outgoingdouble poleMCBs with ELCB (upto 20 A). 960 Supply, installation, connection, testing and commissioning of safe area lighting/power panels, surface/flush mounting type, wall mounting type in dust tight (with hinged cover) sheet steel enclosure having 4 pole incomer and single pole MCB (9 kA type) for outgoing circuit control with completewiring, including cable termination, connection and fixing of cable glands, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 961 40 A, 4 pole incomer MCB isolator and 6 Nos. outgoingdouble poleMCBs (upto 20 A) with RCCBs in each outgoing circuits suitable for outdoor location with IP-65 degree of protection 962 40 A, 4 pole incomer MCB isolator and 12 Nos. outgoingdouble poleMCBs (upto 20 A) with RCCBs in each outgoing circuits suitable for outdoor location with IP-65 degree of protection 963 63 A, 4 pole incomer MCB isolator and 18 Nos. outgoingdouble poleMCBs (upto 20 A) with RCCBs in each outgoing circuits suitable for outdoor location with IP-65 degree of protection 964 WIRING 965 Circuit wiring in non-hazardous areas using (size given below), copper conductor, PVC insulated, FRLS outer sleeve cables (third core for earthing),from lighting/powerpanel/distribution junction box, excluding the supply of cable, junction boxes and cable glands but including termination and connection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 966 3 C x 2.5 sq. mm 967 3 C x 4 sq. mm 968 Circuit wiring in hazardous areas using (sizes given below) copper conductor, XLPE insulated, FRLS outer sleeve armoured cables (third core for earthing) from lighting/power panel/distribution junction box onwards, excluding the supply of cables, junction boxes and cable glands but including fixing of cable glands, supply and fixing of clamps, cable terminations and connections, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 969 3 C x 2.5 sq. mm 970 EARTH ELECTRODES 971 Supply, installation, testing and commissioning of GI earth electrodes, complete with earth pit as per std. 7-51-0102 and all necessary materials including excavation of earth pit, filling with charcoal and salt, back filling, providing necessary brickwork, connections, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 972 GI earth electrode as per std. 7-51-0102. 973 COPPER EARTH ELECTRODES 974 Supply, installation, testing and commissioning of Cu earth electrodes complete with 38 mm outer dia x 3 mm thick Cu pipe in a depth of 25Mtr, 3mm Thick 4Inch X 12 Inch Copper plate, earth pit and all necessary materials including excavation of earth pit, filling with charcoal and salt, bentonite powder, back filling, providing necessary brickwork, connections, including all labour and materials, as per sketch B861-000-16-50-DS-4001, approved drawings, specifications of this tender and directions of Engineer-in-Charge 975 EARTH STRIPS 976 Supply, installation and connection of following GI earthing strip along the cable trenches or cable trays or fixing to walls or structures including welding at joints, providing anti-corrosive paint or bitumen and jute covering for welded portion, clamping and necessary hardware for connecting, etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 977 100 X 12 mm 978 40 x 5 mm 979 25 x 3 mm 980 50 x 6 mm 981 Supply, installation and connection of following GI earthing strip buried individually at a depth of 500 mm including welding at joints, providing anti-corrosive paint or bitumen and jute covering for welded portion, clamping and necessary hardware for connecting, excavation and refilling etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 982 100 X 12 mm 983 40 x 5 mm 984 25 x 3 mm 985 50 x 6 mm 986 EARTHING CONNECTION 987 Connecting individual equipment to the earth strip or earth plate with following sizes of G.I. wire / G.I. wire rope including the supply of G.I. wire /G.I. wire rope, lugs, conductors, connecting to the G.I. strip or earth plate and necessary hardware for connection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 988 3/8 dia (10 mm) flexible rope. 989 5/8 dia (16 mm) flexible rope. 990 8 SWG GI Wire. 991 Supply and installation of 25 sq. mm (168/0.01772) copper flexibles of following length with copper lugs crimped on both sides for earthing of pipeline vessels, equipments (non electrical) as per std. 7- 51-0112, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 992 300 mm 993 500 mm 994 1500 mm 995 EARTH PLATES 996 Supply, installation and connection of GI earth plates as per std. 7-51-0103, complete with anchor bolts, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 997 GI earth plate as per std. 7-51-0103. 998 EARTHING CONNECTORS 999 Supply and installation of MS ear of width 50 mm and thickness 5 mm for earthing of process vessels, steel structures, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 1000 Minimum 75mm to maximum 300 mm long 1001 Supply and installation of stainless steel ear of width 50 mm and thickness 5 mm for earthing of process vessels, steel structures, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 1002 Minimum 75mm to maximum 300 mm long 1003 LIGHTNING RODS 1004 Supply and installation of GI lightning rod as per std. 7-51-0503 including supply of all hardware etc., including all labour and materials,as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 1005 GI lightning rod as per std. 7-51-0503. 1006 LAYING OF COMMUNICATION / FIRE ALARM CABLES 1007 Horizontal and vertical laying/pulling through of communication/fire alarm cables of the following overall diameters in ready trays/trenches/conduits or supported on structures including supplying and fixing of GI saddle and saddle bars, stainless steel strip number tags, including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge 1008 Cables of overall dia. above 35 mm. 1009 Cables of overall dia. upto 35 mm. 1010 Laying of HDPE ducts for laying of optical fiber cables between various substations, pulling through pipes or supported on structures including supplying and fixing of GI saddle and saddle bars, including supply and fixing of printed stainless steel/ non magnetic non corrosive metal tags, including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge 1011 HDPE duct with overall dia. Upto 60mm 1012 HDPE duct with overall dia. above 60mm 1013 Laying of optical fiber cables between various buildings in already laid HDPE conduits for plant communication and fire alarm data highway, feeder differential protection, etc., including supply of all hardware, splice connectors, accessories, pulling through pipes or supported on structures including supply and fixing of printed stainless steel/ non magnetic non corrosive metal tags, including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 1014 Cables of overall dia. upto 40 mm. 1015 Cables of overall dia. above 40 mm. 1016 STRAIGHT THROUGH JOINTS COMMUNICATION / FIRE ALARM CABLES 1017 Making of straight through joints for polyethylene insulated armoured jelly filled/ non filled overall PVC jacketed, including supply of all necessary materials for the joint, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 1018 For Non-Jelly filled cables of size .9 mm5 pair 1019 For Non-Jelly filled cables of size .9 mm20 pair 1020 For Non-Jelly filled cables of size .9 mm10 pair 1021 For Jelly filled cables of size .63 mm²20 pair 1022 For Non-Jelly filled cables of size 1.5 mm²2 pair 1023 Supply of straight through jointing kit for Mono mode, multitube/unitube, jelly filled, Optical fiber cable with non metallic armour with following number of fibers, as per EIL standard specifications, data sheet, specifications of this tender and directions of Engineer-in-Charge. 1024 6 Fiber 1025 Supply of straight through jointing kit for Multi mode, multitube/unitube, jelly filled, Optical fiber cable with non metallic armour with following number of fibers, as per EIL standard specifications, data sheet, specifications of this tender and directions of Engineer-in-Charge. 1026 6 Fiber 1027 Making of straight through jointing kit for Mono/Multi mode, multitube/unitube, jelly filled, Optical fiber cable with non metallic armour with following number of fibers, as per EIL standard specifications, data sheet, specifications of this tender and directions of Engineer-in-Charge. 1028 6 Fiber 1029 END TERMINATIONS FOR COMMUNICATION/FIRE ALARM CABLES. 1030 Termination of following polyethylene insulated armoured jelly filled/ non filled cables including cutting, stripping of cable insulation, sealing of jacket including supply of termination kit, hardware, including all labour and materials, as per approved drawings, specification of this tender and directions of Engineer-in-Charge. 1031 For Non-Jelly filled cables of size .9 mm5 pair 1032 For Non-Jelly filled cables of size .9 mm2 pair 1033 For Non-Jelly filled cables of size .9 mm50 pair 1034 For Non-Jelly filled cables of size .63 mm20 pair 1035 For Non-Jelly filled cables of size 1.5 mm2 pair 1036 For Non-Jelly filled cables of size 1.5 mm²2 pair 1037 Supply ,Installation, testing and commissioning of Fiber Optic Patch panel (LIU) for following type & number of fiber for OFCs including all accessories for terminating, pigtails with Connectors, patch cords with connectors, Splicing sleeves and splice tray including all labour and materials as per approved drawings specifications of this tender and directions of engineer-in-Charge 1038 For 6 fiber Mono mode cable with LC pigtails and LC patch cords 1039 For 6 fiber Mono mode cable with SC pigtails and LC patch cords 1040 For 6 fiber Mono mode cable with ST pigtails and LC patch cords 1041 For 6 fiber Mono mode cable with LC pigtails and SC patch cords 1042 For 6 fiber Mono mode cable with LC pigtails and ST patch cords 1043 For 6 fiber Mono mode cable with SC pigtails and SC patch cords 1044 For 6 fiber Mono mode cable with SC pigtails and ST patch cords 1045 For 6 fiber Mono mode cable with ST pigtails and SC patch cords 1046 For 6 fiber Mono mode cable with ST pigtails and ST patch cords 1047 Termination of optical fiber cables for various systems including supply of all hardware, splice connectors, accessories, including all labour and materials as per approved drawings specifications of this tender and directions of engineer-in-Charge 1048 6 Fiber 1049 SUPPLY OF COMMUNICATION / FIRE ALALRM CABLE / CONDUITS / DUCTS 1050 Supply of communication, fire alarm & control paired cables of following sizes as per EIL standard specification No.6-51-0052, data sheet, specifications of this tender and directions of Engineer-in-Charge. 1051 Jelly filled cables of size .9 mm20 pair 1052 Jelly filled cables of size .9 mm10 pair 1053 Non-Jelly filled cables of size .9 mm5 pair 1054 Non-Jelly filled cables of size .9 mm2 pair 1055 Non-Jelly filled cables of size 1.5 mm2 pair 1056 Non-Jelly filled cables of size .9 mm50 pair 1057 Non-Jelly filled cables of size .63 mm2 pair 1058 Supply of Mono mode, jelly filled, Optical fiber cable with non metallic armour with following number of cores & construction, as per EIL standard specifications, data sheet, specifications of this tender and directions of Engineer-in-Charge. 1059 6 Fiber multitube construction 1060 Supply of Multi mode, jelly filled, Optical fiber cable with non metallic armour with following number of cores & construction, as per EIL standard specifications, data sheet, specifications of this tender and directions of Engineer-in-Charge. 1061 6 Fiber multitube construction 1062 Supply of HDPE ducts for laying of optical fiber cables between various substations, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge 1063 HDPE duct with overall dia. Upto 60mm 1064 HDPE duct with overall dia. above 60mm 1065 CIVIL WORKS/M.S. CHEQUERED PLATE 1066 Making through and through cut outs in pockets of size 150 mm dia in the RCC floor/walls of trenches/buildings of thickness upto 200mm for facilitation cable entries using concrete cutting machines including all labour and materials as per approved drawings, specifications of this tender and directions of Engineer -in-charge 1067 Excavation and backfilling of trenches for cables and earth strip etc. , for a maximum depth of 1.5 m, shoring, shuttering and dewatering (if necessary) including consolidation and disposal of surplus earth up to a distance of 30 m, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Excavated trench dimensions shall be measured). 1068 Excavation and backfilling of trenches in all types of soil including rock. 1069 Excavation and backfilling of trenches in all types of soil except rock. 1070 Supply and laying of 40 mm size gravel in one layer of 100/150 mm thick including dressing of soil surface and laying the aggregate in uniform layer and density, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge ( Aggregate will be measured in boxes of size 1.5 m x 1.5 m x 0.5 m which shall be taken as 1 cubic metre, the boxes are to be furnished by the contractor free of cost for measuring purposes). 1071 40 mm size gravel. 1072 Supply and spreading of approved fine river sand/stone dust in cable trenches, including all labour and materials, specifications of this tender and directions of Engineer-in-Charge. 1073 Fine river sand. 1074 Supply and spreading of approved FLY ASH BRICKS - TYPE-5 of 75 mm thickness in cable trenches for cable protection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Actual area of laid brick surfaces shall be measured). 1075 Bricks. 1076 Supply, fabrication and installation of 6 mm thick M.S. chequered plate for covering floor cut- outs/cable trenches etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. 1077 6 mm thick M.S. chequered plate. 1078 Making through and through cut outs in pockets of following shape and size in the RCC floor/ walls of trenches/ buildings of thickness above 200 mm and upto 400 mm for facilitating cable/ duct entries, using concrete cutting machines and making cut out good using plastering and painting including all material and labour as per approved drawings, specification of this tender and directions of Engineer-in-charge. 1079 Rectangular Cut Out of length 200 mmwidth 200 mm 1080 Circular Cut Out of diameter 150 mm 1081 LAN SYSTEMS 1082 Supply, installation, mounting, testing & commissioning of following Ethernet switches including performance warranty certification(for LAN) of 25 years through OEM, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-charge. 1083 Etherswitch Rack Type-I 1084 PAINTING & MARKING 1085 Letter painting and marking of all buses of switchboards, all incomers, bus couplers, outgoings with details of Tag No, feeder rating in KW/Amp, sending end source, in the front of the panels and bus bar, panel nos.etc. on the rear side of the panels for all switchboards, all other substation equipment viz.transformers, capacitors, neutral grounding resistors, VFD panels, other panels, etc for equipment housed in electrical substations including supply of all material such as stickers, enamel paints, stencil, etc including supply of all labour, materials as per the specification of this tender and directions of Engineer-in-Charge. 1086 Each alphabet/character above 2 inch and Upto 4 inch in height/length 1087 Each alphabet/character upto 2 inch in height/length 1088 Each alphabet/character above 4 inch and Upto 8 inch in height/length 1089 Each alphabet/character above 8 inch and Upto 12 inch in height/length 1090 Letter painting of tag nos., applicable circuit nos. for identification with red/black/white paint for all outdoor equipment in safe and hazardous areas viz.light fittings, control gear boxes, lighting/power panels, welding receptacles, convenience receptacles, local control stations, fire alarm manual call points, fire alarm detectors, motors,field call stations, loud speakers, etc. including supply of enamel paint, all hardware as required,supply of all labour, materials as per the specification of this tender and directions of Engineer-in-Charge. 1091 Each alphabet/character above 2 inch and Upto 4 inch in height/length 1092 Each alphabet/character upto 2 inch in height/length 1093 Each alphabet/character above 4 inch and Upto 8 inch in height/length 1094 Each alphabet/character above 8 inch and Upto 12 inch in height/length 1095 INSTRUMENTATION 1096 PRESSURE GAUGES AND ACCESSORIES (Incl. supply of Impulse pipe/Tubing material) 1097 Installation of Line mounted or Remote mounted or Local Gauge Board mounted Pressure gauge/ Pressure gauge with Pulsation Dampener/ Syphon/ Overrange Protector (direct/ surface mounted/ diaphragm seal type) inclusive of mounting of instrument, supply of piping and tubing materials such as valves, fittings, pipes, tubes, compression fittings, as per specification, supply and erection of supports, mounting on support, (if support required), laying of capillary on supports, fabrication and installation of manifolds/ impulse lines with supports as per standards indicated below, hydraulic testing and painting of supports but exclusive of Supply of Instrument, Gauge Board, Yoke, and Calibration. 1098 In Carbon Steel as per Standard 7-52-1103 1099 In Carbon Steel as per Standard 7-52-4079. 1100 DIFFERENTIAL PRESSURE GAUGES (Incl. supply of Impulse pipe/Tubing materials) 1101 Installation of Differential Pressure gauge with/ without pulsation dampner/Syphon/ overrange protector including one side capillary type)/ Diaphragm seal type Differential Pressure gauge, surface/ yoke mounted inclusive of mounting of instrument, supply of piping & tubing materials such as valves, fittings, pipes, tubes, compression fittings as per specifications enclosed, supply and erection of supports, mounting on support, laying of capillary on supports, fabrication and installation of manifolds/ impulse lines with supports as per standards indicated below, hydraulic testing and painting of supports but exclusive of Supply of Instrument and Calibration 1102 In Carbon Steel as per Standard 7-52-4077. 1103 In Carbon Steel as per Standard 7-52-4078. 1104 PRESS.INSTRUMENTS (Incl. supply of Impulse pipe/Tubing material) 1105 Installation of Pressure Transmitters/ Pressure Switches (with or without Pulsation Dampener, Overrange Protector)/ Diaphragm seal type Pressure Transmitters/ Diaphragm seal type Pressure Switches including mounting on Yoke/ Surface, supply of piping & tubing materials such as valves, fittings, pipes, tubes, compression fittings as per specifications enclosed, supply of supports for capillary, supply and erection of supports for impulse lines wherever required, fabrication and installation of manifolds/ impulse lines with supports as per Standard indicated below, laying of capillary on supports, hydraulic testing and painting of supports but exclusive of Supply of Instrument, all Electrical/ Pneumatic connections, Yoke and Calibration. 1106 In Carbon Steel as per Standard 7-52-1101 1107 In Carbon Steel as per Standard 7-52-1159 1108 In Carbon Steel as per Standard 7-52-1188 1109 In Carbon Steel as per Standard 7-52-1102 1110 In Carbon Steel as per Standard 7-52-1163 1111 In Stainless Steel as per Standard 7-52-1159 1112 DIFFERENTIAL PRESSURE INSTRUMENTS (Incl. supply of Impulse pipe/Tubing materials) 1113 Installation of Differential Pressure Transmitters (including one side capillary type)/ Differential Pressure Switch(including one side capillary type)/ Diaphragm seal type DP Transmitters/ Diaphragm seal type DP Switch including mounting on Yoke/ Surface, supply of piping & tubing materials such as valves, fittings, pipes, tubes, compression fittings as per specifications enclosed, ,supply and erection of supports for impulse lines wherever required, fabrication and installation of manifolds/ impulse lines with supports as per Standard indicated below, supply and fabricating of supports for capillary, laying of capillary on supports, painting, installation of flushing connection, hydraulic testing of impulse lines as per standard indicated below but exclusive of Supply of Instrument, all Electrical/ Pneumatic connections, Yoke and Calibration. 1114 In Carbon Steel as per Standard 7-52-1140 1115 In Carbon Steel as per Standard 7-52-1192 1116 DIFFERENTIAL PRESSURE (FLOW) TRANSMITTERS (Incl. supply of Impulse pipe/Tubing material) 1117 Installation of Differential pressure(with or without integral manifold)/ Diaphragm Seal Type Differential Pressure flow instruments including Mounting on Yoke, supply of piping & tubing materials such as valves, fittings, pipes, tubes, compressive fittings as per specifications enclosed,supply of supports for impulse lines/ manifolds/ capillary, fabrication and Installation of manifolds/ impulse lines with supports as per Standard indicated below, laying of capillary on supports, hydraulic testing and painting of supports but exclusive of Supply of Instruments, all Electrical/ Pneumatic connections, Yoke and Calibration. 1118 In Carbon Steel as per Standard 7-52-3489. 1119 In Carbon Steel as per Standard 7-52-3490. 1120 In Carbon Steel as per Standard 7-52-3491. 1121 In Stainless Steel as per Standard 7-52-3490. 1122 ULTRASONIC FLOWMETER 1123 Installation of Transmitters/ Preamplifiers for ultrasonic flowmeters on yoke/ instrument (if required) including Straight length spool piece with pressure and temperature compensation loop including laying and termination of interconnection cable supports for cables as required, painting of supports but exclusive of supply of instrument, yoke and calibration. 1124 Installation of Transmitters/ Preamplifiers for Ultrasonic Flowmeters 1125 DIFFERENTIAL PRESSURE (LEVEL) TRANSMITTERS (Incl. supply of Impulse pipe/Tubing material) 1126 Installation of DP type/ Diaphragm Seal DP type Level Instrument including mounting on Yoke, supply of piping & tubing materials such as valves, fittings, pipes, tubes, compressive fittings, as per specifications enclosed, supply of supports for impulse line/ capillary/ manifold, fabrication of manifolds and erection wherever required, laying of capillary on supports, fabrication and installation of impulse lines with support as per Standard indicated below, hydraulic testing and painting of supports but exclusive of Supply of Instrument,all Electrical/ Pneumatic connections, Yoke and Calibration. 1127 In Carbon Steel as per Standard 7-52-1523. 1128 In Carbon Steel as per Standard 7-52-1524. 1129 LEVEL GAUGES (Incl. supply of Impulse pipe/Tubing material) 1130 Installation of Level Gauges on Vessel/ Piping/ Standpipes with minor modification wherever required, supply of piping & tubing materials such as valves, fittings, pipes, tubes, compression fittings, as per specifications enclosed, fabrication of primary piping, fabrication and installation of drain valve/ vent valve assembly as per Standard indicated below, hydraulic testing of gauge, installation of illuminators/ non-frosting extension if required but exclusive of Supply of Gauges and Illuminators. 1131 In Carbon Steel as per Standard 7-52-1527 1132 SERVO TYPE TANK GAUGES 1133 Installation/ interconnection of Servo type Gauges with/ without Tank Farm Management (TFM) System components. Installation of Gauge, Isolation ball valve, Calibration chamber on flanged equipment nozzle, with or without still well, Junction boxes with barriers, power switch, all Electrical connections but exclusive of Supply of Instrument, still well and Calibration/ Setting of gauges. 1134 Servo Gauge Installation 1135 RADAR LEVEL INSTRUMENTS 1136 Installation of radar sensor and antenna, flanged type connection on equipment nozzle/ rail mounting with/without still well, but exclusive of supply of instruments. Installation of electronics units (total system for indication, transmission, marshalling etc. for one tank), including mounting on Yoke, supply of angle tray with supports, fabrication and erection of supports and laying of cable up to instrument/probe with clamps, termination of cables at both ends, but exclusive of supply of Instruments, supply of yokes and Calibration. 1137 Installation of Top Mounted Radar 1138 Installation of tank side indicator/electronic unit (total system for indication/ transmission/marshalling etc., as required for one tank) including mounting on yoke/support, fabrication and erection of supports, laying and termination of interconnecting cable up to instrument/ indicator with clamps, termination of cables at both ends, painting of supports but exclusive of supply of instruments, yoke, cables and calibration. 1139 Tank Side Indicator 1140 TEMPERATURE INSTRUMENTS 1141 Installation of Temperature Indicators/ Gauges (Filled system/ Bimetallic) RTD/ Thermocouple/ Temperature Switches/ Temperature transmitters with flanged thermowell inclusive of installation of machined/ built-up thermowells on the nozzle and installation of Instruments, Electrical/ Pneumatic connection but exclusive of Supply of Instruments/ Elements/ Thermowell, and Calibration. 1142 Temperature Indicator/ Gauges (Bimetallic Type) with thermowell on flanged wells 1143 TEMPERATURE TRANSMITTERS (REMOTE MOUNTED) 1144 Thermocouple/ RTD element with thermowell, along with Temperature Transmitter remote mounted. Installation of transmitter including mounting on yoke, fabrication and erection of supports with clamps and laying of extension/RTD cable upto thermocouple, termination of cables at both ends, painting of supports but exclusive of Supply of Instruments, Cable, Yoke and Calibration. 1145 Temperature transmitter and RTD. 1146 Temperature Transmitter and RTD with flanged well 1147 Multipoint temperature transmitter with Thermocouple / RTD 1148 MISCELLANEOUS ITEMS AND DEVICES 1149 Mounting of Miscellaneous instrument items as listed below on Yoke; fabrication and erection of Supports and including installation of instrument items,paintingofsupportsbutexclusiveofSupplyofInstrumentitems, Piping/ Tubing material / Calibration and supply and erection of Yoke support. 1150 ER probe assembly with accessories like flange, valve etc, if any, fixing of gaskets bolts/nuts wherever required and performing Positive Material Identification(PMI) using alloy analysers as per specification, drawings and directions of Engineer-in-Charge. 1151 Corrosion coupon assembly with accessories like flange, valve etc, if any, fixing of gaskets bolts/nuts wherever required and performing Positive Material Identification(PMI) using alloy analysers as per specification, drawings and directions of Engineer-in-Charge. 1152 Weather proof Push Button Station/ Selector Switches. 1153 Corrosion Transmitters 1154 CALIBRATION/ TESTING 1155 Cleaning, adjusting stroke/ positioner, stroke speed checking of Control and On-off (Shutdown) valves. Providing equipments, necessary test jig, Instrument Air, Nitrogen Cylinders, test reports, all consumable and loop testing. Excludes flow calibration 1156 Control Valves 1157 Self Actuated Pressure reducing valves 1158 Cleaning, set pressure tests of Pressure Relief and Thermal Relief Valves. Providing equipment, necessary test jig, Instrument Air, Nitrogen Cylinders, test reports, all consumable. Excludes flow calibration. 1159 Sizes upto 3/4 x 1 threaded 1160 Inlet Sizes upto 2 flanged, rating 150# to 2500# 1161 Cleaning, calibration of the instrumentslisted below including removal of instrumentfromreinstalledlocationslikepanels,enclosures,racks,field etc.,andfixingthembackinrespectiveplaces,providingequipments, necessarytestjig,InstrumentAir,NitrogenCylinders,testreports,all consumable, exceptforspecialimportedtestequipments for electronic instruments to be supplied by owner if available. 1162 Pressure gauges 1163 Pressure transmitters 1164 Differential Pressure Gauges 1165 Differential Pressure Transmitters for Flow, Level and D.P. 1166 Temperature gauges 1167 Temperature Transmitters 1168 Tank Level Instrument (Radar type) 1169 Servo Type Tank Gauges 1170 Electronic Local Indicator 1171 Cleaning, checking and functional tests for flowmeters. Providing equipments, necessary test jig, Instrument Air, test reports, all consumable, except for special imported test equipments for electronic instruments to be supplied by owner if available. Excludes flow calibration. 1172 Ultrasonic flowmeters 1173 LOOP CHECKING 1174 Loop checking (excluding calibration/ testing) of the instruments listed below including verifying the functional performance of all elements comprising the loop, thereby ensuring proper interconnections and operation, with all other specifications inline with clause 4.13 of Standard specification for Erection tender 6-52-0060. 1175 Pressure transmitters 1176 Differential Pressure Transmitters for Flow, Level and D.P. 1177 Temperature Transmitters 1178 Special Level Instruments/ Guided Wave / Ecclipse type Radar level instruments 1179 Tank Level Instruments (Radar type) 1180 Electronic Local Indicator 1181 Speed / Vibration Transmitter 1182 Push Button/Selector Switches/Lamps 1183 Control valve positioner 1184 Corrosion Transmitter 1185 Loop checking (excluding calibration/ testing) of the flowmeters listed below including verifying the functional performance of all elements comprising the loop, thereby ensuring proper interconnections and operation, with all other specifications inline with clause 4.13 of Standard specification for Erection tender 6-52-0060. 1186 Ultrasonic flowmeters 1187 SUPPLY ITEMS 1188 Supply of Instrument items as per specifications enclosed elsewhere in the Tender. 1189 24 Orifice plate as per Instrument data sheet no. B861-700-YF-DS-0001. 1190 2/300# Orifice plate & flange assembly as per Instrument data sheet no. B861-700-YF-DS-0001. 1191 3/300# Orifice plate & flange assembly as per Instrument data sheet no. B861-700-YF-DS-0001/B861-851-YF-DS-0001. 1192 4/300# Orifice plate & flange assembly as per Instrument data sheet no. B861-851-YF-DS-0001. 1193 Magnetic Level Gauge as per Instrument data sheet no. B861-701-YL-DS-2900. 1194 Breather valve as per Instrument data sheet no. B861-701-YB-DS-3200. 1195 Retractor Tool for ER probes system & Corrosion coupon system as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1196 Tubular ER Probe system (Tag No. 701-CP-1701) with ER probe assembly, corrosion transmitter (Tag No. 701-CT-1701), 1 working and 1 spare ER probes for each ER probe locations as per data sheet no. B861-701-YI-DS- 3001 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1197 Tubular ER Probe system (Tag No. 701-CP-1801) with ER probe assembly,corrosion transmitter (Tag No. 701-CT-1801), 1 working and 1 spare ER probes for each ER probe locations as per data sheet no. B861-701-YI-DS- 3002 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1198 Tubular ER Probe system (Tag No. 701-CP-1901) with ER probe assembly, corrosion transmitter (Tag No. 701-CT-1901), 1 working and 1 spare ER probes for each ER probe locations as per data sheet no. B861-701-YI-DS- 3003 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1199 Tubular ER Probe system (Tag No. 701-CP-2001) with ER probe assembly, corrosion transmitter (Tag No. 701-CT-2001), 1 working and 1 spare ER probes for each ER probe locations as per data sheet no. B861-701-YI-DS- 3004 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1200 Tubular ER Probe system (Tag No. 701-CP-2101) with ER probe assembly, corrosion transmitter (Tag No. 701-CT-2101), 1 working and 1 spare ER probes for each ER probe locations as per data sheet no. B861-701-YI-DS- 3005 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1201 Corrosion coupon system (Tag No. 701-CC-1701) with Corrosion Coupon Holder Assembly, 25 nos. of coupons for each corrosion coupon location as per data sheet no. B861-701-YI-DS- 3001 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1202 Corrosion coupon system(Tag No. 701-CC-1801) with Corrosion Coupon Holder Assembly, 25 nos. of coupons for each corrosion coupon locationas per data sheet no. B861-701-YI-DS- 3002 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1203 Corrosion coupon system(Tag No. 701-CC-1901) with Corrosion Coupon Holder Assembly, 25 nos. of coupons for each corrosion coupon location as per data sheet no. B861-701-YI-DS- 3003 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1204 Corrosion coupon system(Tag No. 701-CC-2001) with Corrosion Coupon Holder Assembly, 25 nos. of coupons for each corrosion coupon location as per data sheet no. B861-701-YI-DS- 3004 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1205 Corrosion coupon system(Tag No. 701-CC-2101) with Corrosion Coupon Holder Assembly, 25 nos. of coupons for each corrosion coupon location as per data sheet no. B861-701-YI-DS- 3005 &as per Job specification for corrosion monitoring system document no.B861-000-06-42-CMS-0001. 1206 24 V DC loop powered spare corrosion Transmitter. 1207 Type: Non-contact type Radar Level Instrument (Tag No. 700-LT-1601)as per data sheet no.B861-700-YL-DS-2000 , Smart Transmitter with integral display , Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply, Gauge Head: 6 Flanged connection / Top mounted, Flange Material: SS316, Accuracy: +/- 3mm, Output: 4-20 mA HART / 1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1208 Type: Non-contact type Radar Level Instrument (Tag no. 700-LT-1602)as per data sheet no.B861-700-YL-DS-2001 , Smart Transmitter with integral display & local indicator, Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply,Gauge Head: 6 Flanged connection / Top mounted, Flange Material: SS316, Accuracy: +/- 3mm, Output: 4-20 mA HART /1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1209 Type: Non-contact type Radar Level Instrument (Tag No. 701-LT-2201) as per data sheet no.B861-701-YL-DS-2000 , Smart Transmitter with integral display & local indicator, Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply, Gauge Head: 8 Flanged connection / Top mounted, Flange Material: SS316 , Accuracy: +/- 3mm, Output: 4-20 mA HART /1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1210 Type: Non-contact type Radar Level Instrument (Tag No. 701-LT-2203) as per data sheet no.B861-701-YL-DS-2001 , Smart Transmitter with integral display, Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply, Gauge Head: 6 Flanged connection / Top mounted, Flange Material: SS316, Accuracy: +/- 3mm, Output: 4-20 mA HART /1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1211 Type: Non-contact type Radar Level Instrument (Tag No. 701-LT-2204) as per data sheet no.B861-701-YL-DS-2002 , Smart Transmitter with integral display & local indicator, Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply.Gauge Head: 6 Flanged connection / Top mounted , Flange Material: SS316, Accuracy: +/- 3mm, Output: 4-20 mA HART /1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1212 Type: Non-contact type Radar Level Instrument (Tag No. 851-LT-5501) as per data sheet no.B861-851-YL-DS-2000 , Smart Transmitter with integral display , Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply, Gauge Head: 8 Flanged connection / Top mounted, Flange Material: SS316, Accuracy: +/- 3mm, Output: 4-20 mA HART / 1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1213 Type: Non-contact type Radar Level Instrument (Tag No. 851-LT-5502) as per data sheet no.B861-851-YL-DS-2001 , Smart Transmitter with integral display & local indicator, Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply.Gauge Head: 8 Flanged connection / Top mounted, Flange Material: SS316, Accuracy: +/- 3mm, Output: 4-20 mA HART /1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1214 Type: Servo Level Instrument (TagNo. 701-LT-2202) as per data sheet no.B861-701-YL-DS-2003 , Smart Transmitter with integral display , Power supply: 24 VDC Loop powered or separate 240V AC UPS Supply, Gauge Head: 6 Flanged connection / Top mounted, Flange Material: SS316, Accuracy: +/- 3mm, Output: 4-20 mA HART/ 1/2 cable entry connectionfor signal & 3/4 cable entry connection for power (if applicable). 1215 Signal cableXLPE insulatedFRLS 2 QUAD X1.5 mm2 as per data sheet no.B861-000-YS-DS-7006. 1216 2/300# Orifice plate & flange assembly as per Instrument data sheet no. B861-700-YF-DS-0002. 1217 Signal cableFR2 QUAD X1.5 mm2 as per data sheet no.B861-000-YS-DS-7009. 1218 Industrial grade 4 1/2 digit digital Multimeter including accessories like battery, connecting pin, carry bag. 1219 Industrial grade digital mA loop calibrator including accessories like battery, connecting pin, carry bag. 1220 Industrial grade Multifunction calibrator with low , high pressure pump including accessories like charger, connecting pin, carry bag. 1221 Universal hand-held HART communicators with accessories including charger, connecting pin, carry bag. 1222 Differential Pressure (Flow) Transmitter-HART as per data sheet no. B861-700-YI-DS-3150 & B861-851-YI-DS-3150. 1223 Differential Pressure (Flow) Transmitter-HART as per data sheet no. B861-700-YI-DS-3151. 1224 Differential Pressure Transmitter-HART as per data sheet no. B861-700-YI-DS-3200. 1225 Differential Pressure (Level) Transmitter-HART as per data sheet no. B861-701-YI-DS-3050. 1226 Pressure Transmitter-HART as per data sheet no. B861-700-YP-DS-3001,B861-700-YP-DS-3002, B861-700-YP-DS-3003 & B861-701-YP-DS-3001. 1227 Pressure Transmitter-HART as per data sheet no. B861-701-YP-DS-3002 & B861-851-YP-DS-3002. 1228 Pressure Transmitter-HART as per data sheet no. B861-701-YP-DS-3003 & B861-851-YP-DS-3001. 1229 Multipoint Temperature Elements - RTD with thermowell as per data sheet no. B861-701-YT-DS-4050. 1230 Temperature Elements - RTD with thermowell as per data sheet no. B861-700-YT-DS-4101, B861-701-YT-DS-4002, B861-851-YT-DS-4001. 1231 Temperature Transmitter-HART as per data sheet no. B861-700-YI-DS-3100, B861-701-YI-DS-3100, B861-701-YI-DS-3101, B861-701-YI-DS-3102 & B861-851-YI-DS-3100. 1232 Temperature Elements - RTD as per data sheet no. B861-701-YT-DS-4001. 1233 Signal cableFR 1PX1.5 mm2 as per data sheet no.B861-000-YS-DS-7008. 1234 Pressure Gauges as per data sheet no. B861-851-YP-DS-1100 & B861-700-YP-DS-1100, B861-701-YP-DS-1100. 1235 Temperature Gauges with thermowell as per data sheet no. B861-851-YT-DS-4100, B861-700-YT-DS-4105, B861-701-YT-DS-4100. 1236 Pressure Gauges as per data sheet no. B861-700-YP-DS-1101, B861-701-YP-DS-1101. 1237 Differential Pressure Gauges as per data sheet no. B861-700-YP-DS-1102, B861-701-YP-DS-1102. 1238 Temperature Gauges with thermowell as per data sheet no. B861-700-YT-DS-4104, B861-701-YT-DS-4101. 1239 Signal cableXLPE insulatedFRLS 12PX1.5 mm2 1240 Signal cableXLPE insulatedFRLS 1PX1.5 mm2 1241 Supply of Junction boxes of various types and specifications 1242 Junction Box, Weatherproof type for 12 Pair Cable 1243 Junction Box, Weatherproof type for 3 Way 1244 Supply of Cable glands ofvarioustypes and specifications 1245 Weatherproof double compression type Cable gland, SS 304 material with PVC shroud, 1/2 NPTM 1246 Weatherproof double compression type Cable gland, SS 304 material with PVC shroud, 1 1/2 NPTM 1247 Weatherproof double compression type Cable gland, SS 304 material with PVC shroud, 3/4 NPTM 1248 Supply of plugs for cable entries of varioustypes and specifications 1249 Plug ,weatherproof type, SS 304 material, 1/2 NPTM 1250 Plug ,weatherproof type, SS 304 material, 1 1/2 NPTM 1251 Plug ,weatherproof type, SS 304 material, 3/4 NPTM 1252 Supply of compression tube fittings in Stainless Steel of various types and specifications 1253 Male Connector: Material: SS-316 : Size: 1/2 NPTM X 1/2 OD 153 Bar 1254 Male Connector: Material: SS-316 : Size: 1/4 NPTM X 1/4 OD 153 Bar 1255 Male Connector: Material: SS-316 : Size: 1/2 NPTM X 1/4 OD 153 Bar 1256 SS 316 Ball Valve 1/2 TH 41 Bar. 1257 Tube Union: Material: SS-316 ; Size: 1/2 OD x 1/2 OD 153 Bar 1258 Tube Cap; Material: SS-316 ; Size : 1/2 OD 153 Bar 1259 6 Way Air Manifold SS316 1260 Supply of instrument tubes of different types and specifications 1261 SS316L tube 1/2 OD 153 Bar 1262 SS316L tube 1/4 OD 153 Bar 1263 Supply of pipe and pipe fittings 1264 SS316 Pipe 1 PL End, SCH. 40S 1265 10% of impulse piping / tubing material subject to minimum 1 number (1 meter for pipe / tube), whichever is higher, of each type, size, rating & material wise (such as valves, fittings, pipes, tubes, compression fittings as listed in the list of items of installation standard no. 7-52-3489, 7-52-3490, 7-52-3491, 7-52-1527, 7-52-1523, 7-52-1524, 7-52-4077, 7-52-4078, 7-52-1192, 7-52-1140, 7-52-1103, 7-52-4079 , 7-52-1101, 7-52-1102, 7-52-1159, 7-52-1188 & 7-52-1163) in the overall SOR quantity as per specification as a Mandatory spare. 1266 SS316 Nipple 1/2 TH x TH, SCH. 80S 1267 SS316 Nipple 1 TH x PL, SCH. 40S 1268 SS316 Nipple 1 PL x PL, SCH. 40S 1269 SS316 Equal Tee 1 SW, 3000# 1270 SS316 Elbow 1” SW, 3000# 1271 SS316 Cap 1/2” TH, 3000# 1272 SS316 Cap 1” TH, 3000# 1273 SS316 Coupling full 1” SW, 3000# 1274 SS316 Globe Valve 1 SW, body rating: 800#, end rating: 3000# 1275 JUNCTION BOX INSTALLATION 1276 Installation of weatherproof junction boxes including supply, fabrication and installation of supports, installation of junction boxes, supply of 14 SWG Copper wire (max. length 10 m per Junction Box), laying and connection, screwing plugs for unused entries and painting but exclusive of supply of junction boxes and glands/ fittings for cable size 12Px0.5/1.0/1.5/2.5 mm² Signal/Alarm/ Control. 1277 Installation of weatherproof three way junction boxes for Power including supply, fabrication and installation of supports, installation of junction boxes, supply of 14 SWG Copper wire (max. length 10 m per Junction Box), laying and connection, screwing plugs for unused entries and painting but exclusive of supply of junction boxes and glands/ fittings for cable size 2C x 2.5 mm² 1278 LAYING OF CABLES 1279 Laying of instrumentation cables for signal, alarm, shutdown, control and signal cable on ducts, main trays, perforated trays, angle trays, trenches (including opening of cable duct covers if requiredthrough IRCs {Instrument Road Crossings}) including clamping, glanding the cables, termination at both ends including shield/ drain/ communication wire, providing and fixing identifying tags and megger testing but exclusive of supply of cables and erection of ducts, main tray, perforated tray/ angle trays and preparation of cable trench. 1280 Signal / Alarm / Control Cables of cable sizes 1P x 1.5 / 2.5 mm² 1281 Signal/ Alarm/ Control Cables of cable sizes 24C /12P x 1.5/ 2.5mm² 1282 Laying of power cables on ducts, main trays, perforated trays, angle trays, trenches (including through IRCs) including opening of cable duct covers if required clamping, glanding the cables, termination at both ends including shield/ drain/ communication wire providing and fixing of identifying tags and megger testing but exclusive of supply of multi cables and erection of ducts, main tray, perforated tray/ angle tray and preparation of cable trench 1283 For cable size 2C x 2.5 mm² 1284 EARTHING 1285 Supply, laying and termination of both ends of earthing cables from earth grid pit to the DCS/ Local panels/ Barrier earth bus bars in trays/ conduits/ trenches as required. 1286 At both ends of earth grid/ Instruments of copper wire (12 AWG) in trays and conduits as required excluding earth-pit preparation and electrode installation. 1287 PIPING / TUBING / FABRICATION WORK 1288 Fabrication and erection of SS Air lines and fittings including supply/ fabrication/ erection of supports, installation of distribution, pneumatic testing and painting of supports but exclusive of supply of pipe and fittings as per standard 1289 For size 1 1290 Laying of Bare/ PVC covered copper tubes/ SS tubes on perforated trays including clamping, termination at both ends, providing identifying tags at both ends and Air testing, but exclusive of supply of copper/SS tubes, fitting and erection of perforated tray/ angle tray 1291 1/2 / 12 mm O.D . (for SS tubes) 1292 Erection of SS Air distribution manifold and fittingsincludingsupply/ fabrication/ erection of supports, pneumatic testing andpaintingofsupportsbutexclusiveofsupplyofSSAir distribution manifold and fittings 1293 Installation of 6-way Air Manifold (1/2) as per Standard 7-52-1905 1294 Tubing Hook-up of Control valves/ Pneumatic Transmitters etc. with air filter regulator / positioner / solenoid valves / Current to Pneumatic converters etc. as per Standards 1295 as per standard 7-52-3982. 1296 RADIOGRAPHY - CARBON STEEL WELD JOINTS 1297 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Pressure Gauges 1298 In Carbon Steel as per Standard 7-52-1103. 1299 In Carbon Steel as per Standard 7-52-4079. 1300 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Differrential Pressure Gauge 1301 In Carbon Steel as per standard 7-52-4077. 1302 In Carbon Steel as per standard 7-52-4078. 1303 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Pressure Instruments installations 1304 In Carbon Steel as per Standard 7-52-1101. 1305 In Carbon Steel as per Standard 7-52-1159. 1306 In Carbon Steel as per Standard 7-52-1188. 1307 In Carbon Steel as per Standard 7-52-1102. 1308 In Carbon Steel as per Standard 7-52-1163. 1309 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Differential Pressure Instruments 1310 In Carbon Steel as per Standard 7-52-1140. 1311 In Carbon Steel as per Standard 7-52-1192. 1312 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Differential Pressure (Flow) Instruments 1313 In Carbon Steel as per Standard 7-52-3489. 1314 In Carbon Steel as per Standard 7-52-3490. 1315 In Carbon Steel as per Standard 7-52-3491. 1316 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Differential Pressure (Level) Instruments 1317 In Carbon Steel as per Standard 7-52-1523. 1318 In Carbon Steel as per Standard7-52-1524. 1319 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Magnetic Level Gauges 1320 In Carbon Steel as per Standard 7-52-1527. 1321 RADIOGRAPHY - CS SPECIAL, ALLOY STEEL, SS 1322 Radiography conforming to the requirements of the Piping Class for all weld joints in Piping of Instrument air supply distribution, In Stainless Steel as per Standard 7-52-1905. 1323 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Pressure Instruments installations 1324 In Stainless Steel as per Standard 7-52-1159. 1325 Radiography conforming to the requirements of the Piping Class for all weld joints in impulse piping of Differential Pressure (Flow) Instruments 1326 In Stainless Steel as per Standard 7-52-3490. 1327 Fire protection of instrument cable duct/trays 1328 Supply and erection of fire protection material for instrument cable ducts as per specification enclosed elsewhere with tender 1329 Run of Duct 600mm(W) X 300mm(H) 1330 Supply and erection of fire protection of cable trays as per specification enclosed elsewhere with tender 1331 Run of Tray 100mm (W) X 30mm (H) 1332 Run of Tray 60 mm (W) X 20mm (H) 1333 Run of Tray 150 mm (W) X 75 mm (H) 1334 Run of Tray 300 mm (W) X 75 mm (H) 1335 STRUCTURAL 1336 Supply, Fabrication and erection of Galvanised Iron duct and its supports as per standard. Duct configurations include Duct Equal Tee, Duct Expander Tee, Duct Reducer Tee, Duct Offset Bend, Duct with Reducer, Vertical Plane Tee, Vertical Plane Elbow, Duct Bridge (jumpover), Sleeves. 1337 Run of Duct 1000mm (W) X 400mm (H) 1338 Run of Duct 600mm (W) X 300mm (H) 1339 Run of Duct 800mm (W) X 300mm (H) 1340 Supply and erection of prefabricated FRP perforated trays with covers as per specifications enclosed elsewhere in tenderdocument and its support including tees, bends and elbows 1341 tray of 60 mm (W) X 20 mm (H) 1342 tray of 150 mm (W) X 75 mm (H) 1343 tray of 300 mm (W) X 75 mm (H) 1344 tray of 100 mm (W) X 30 mm (H) 1345 CANOPY FOR INSTRUMENTS AND JUNCTION BOXES 1346 Supply of Prefabricated FRP canopies along with mounting accessories for local instruments, Transmitters, Junction Box etc. for mounting on the stanchion and alignment as per standard 7-52-0105 1347 FRP Canopy (All sides closed) - Field Instruments 1348 FRP Canopy (All Side Closed) - Temperature Transmitter and Loop Powered Indicator 1349 FRP Canopy For Junction Box - Front Side Open 1350 FRP Canopy (All Side Closed) - Guided Wave , Mass Flow Meter 1351 FRP Canopy for RTD / Thermocouple 1352 Erection of Prefabricated FRP canopies for local instruments, Transmitters, Junction Box etc. on the stanchion and alignmentas per standard 7-52-0105 1353 FRP Canopy (All sides closed) - Field Instruments 1354 FRP Canopy (All Side Closed) - Temperature Transmitter and Loop Powered Indicator 1355 FRP Canopy For Junction Box - Front Side Open 1356 FRP Canopy for RTD / Thermocouple 1357 FRP Canopy (All Side Closed) - Radar Level Instruments 1358 GENERAL SITE WORK 1359 Supply of Yoke supports for transmitters/ preamplifiers (wherever applicable) including supply, fabrication and erection of instrument yoke of all types and painting of yoke supports but exclusive of mounting of Instrument on supports. 1360 2 Yoke supports as per standard 7-52-0101 1361 Erection of 2 Yoke supports/ stanchions for Instruments but excluding supply and fabrication of Yoke support. 1362 Erection of2 Yoke supports for instruments excluding supply of Yoke 1363 Supply, fabrication and installation of structural supports with MS channel/angle/plates etc. for supports ofmiscellaneous instruments/cabinets/panels including cutting, welding , bolting, rivetting, groutingincluding supply and installation of installation hardware like anchor bolts/nuts etc., painting of supports including supply of paints as per specification, including all labours and materials and completion of jobs in all aspects as per drawings/directions of Engineer-in-Chargenor paid). 1364 Structural steel ISMC 100 1365 Identification of instrument items wherever required including supply of approved colour of paint/ paints (Fluorescent), painting of tag number (approx 25-50 mm high) on instrument item like transmitter, switches, level gauges, control valves etc. as specified by Engineer-in-Charge. 1366 Identification of instrument items 1367 Supply, Fabrication & Installation of Concrete Pedestal (RCC) for supporting JB/Yoke but exclusive of supply of JB/Yoke as per specifications/drawing attached 1368 Size 500 mm x 500 mm x 600 mm 1369 SITE ACTIVITIES BY MECHANICAL CONTRACTOR 1370 Supply & wrapping of single layer PIR Insulation (Cold conservation type insulation ) with thickness of 50mm for 1/2 impulse lineconsist of insulation blocks fixed with adhesives, joint sealants, protected from moisture/ water ingress by vapour barrier, vapour stop and covered with a weather protection jacket after cleaning the impulse lines of dust, rust, grease in line withJob specification for Insulation of piping & equipment ( B861-000-06-43-IL-S001 ) attached in the tender. The wrapping of the insulation around impulse line shall cover it completely without leaving any gap. Scope of supply & wrapping by Contractor includes all material, tools, tackles & labour etc. to complete the work in all respects. 1371 Supply & wrapping of single layer PIR Insulation (Surface condensation type insulation ) with thickness of 25mm for 1/2 impulse lineconsist of insulation blocks fixed with adhesives, joint sealants, protected from moisture/ water ingress by vapour barrier, vapour stop and covered with a weather protection jacket after cleaning the impulse lines of dust, rust, grease in line withJob specification for Insulation of piping & equipment ( B861-000-06-43-IL-S001 ) attached in the tender. The wrapping of the insulation around impulse line shall cover it completely without leaving any gap. Scope of supply & wrapping by Contractor includes all material, tools, tackles & labour etc. to complete the work in all respects. 1372 Transportation of all types of valves (Including Control Valves, Special Control Valves, Motor Operated Valves, PRDS, Control valves, On-Off/Shutdown valves, Self actuating valves) from Owners storage points to contractors stores/worksite and installation of valvesfor all rating including assembly of valves accessories like air bottles etc, if any, fixing of gaskets bolts/nuts wherever required and performing Positive Material Identification(PMI) using alloy analysers as per specification, drawings and directions of Engineer-in-Charge. 1373 Inlet Valve size - 12 , Rating - 300# 1374 Inlet Valve size - 1 , Rating - 300# 1375 Inlet Valve size - 1 1/2 , Rating - 300# 1376 Inlet Valve size - 3 , Rating - 300# 1377 Transportation of all types of Safety Valves, Pilot Operated Safety Valves from owners storage point to contractors store/worksite and installation of valves for all ratings including assembly of valves, accessories if any, at alllocations and fixing of gaskets, bolts/nuts wherever required as per drawings, specifications and as per the directions of engineer-in-charge. 1378 Inlet size - 1 , Rating - 150# 1379 Inlet size - 2 , Rating - 150# 1380 Inlet size - 4 , Rating - 150# 1381 Inlet size - 3/4 , Rating - NPT 1382 Impulse line painting (uninsulated) as per painting specification for project 1383 Instrumentation impulse line of size 1/2 for temp. (-)14 to 80 degC 1384 Impulse line painting (insulated) as per EIL painting specification for project. 1385 Impulse line size of 1/2 with material Carbon Steel for temp. (-)45 to 125 degC 1386 ENVIRONMENT 1387 Condensate Water Treatment Plant 1388 CONDENSATE WATER TREATMENT PLANT, WITH COMPLETE ACCESSORIES & AUXILLARIES (As per Document no. B861-000-17-42-SS-1001): The scope of work shall include design, engineering, procurement, fabrication, supply, transport, handling, storage at site, erection, civil, electrical, piping, painting, mechanical and instrumentation works, testing, pre-commissioning, commissioning, trial run and guarantee of condensate water treatment system and handing over of the same to the Owner. 1389 EQUIPMENT - PACKAGE 1390 Design, engineering, procurement of raw materials and bought out components, manufacture, assembly, inspection, testing, painting (both primer and finish coat) , erection, testing &commissioning of following Basket Strainers along with associated equipment/items complete in all respect for efficient & satisfactory operation as per enclosed Scope of Work (Doc no. B861-000-80-42-SOW-3001) & Process data sheets. 1391 BASKET STRAINERS, Tag Nos. 701-STR-1701/1702 1392 BASKET STRAINERS, Tag Nos. 701-STR-1801/1802 1393 BASKET STRAINERS, Tag Nos. 701-STR-1901/1902 1394 BASKET STRAINERS, Tag Nos. 701-STR-2001/2002 1395 BASKET STRAINERS, Tag Nos. 701-STR-2101/2102 1396 Supply and Installation of Wall mounted Split Air Conditioners for Store Officer cabin : Supply of single phase inverter controlled Split Air Conditioner with compatible stabilizer (copper winding) complete with all accessories and fittings, including supply of first fill of refrigerants (non-CFC and eco-friendly), remote control, transportation from vendors works to site, unloading at site, handling, transportation to contractors store and from contractors store to work site, storage at site, assembly at site, installation and other field works including civil-structural works complete in all respect, testing, painting, insulation, commissioning, handing over to client. Split unit shall have wall mounted indoor unit and outside located air cooled condenser (outdoor unit) with insulated refrigerant piping (considering approx 10 m length between indoor and outdoor unit), controls and accessories, electrical and civil works(e.g. civil work related to concealing of refrigerant piping, drain piping to the nearest drain, cabling (considering approx 10 m length between indoor and outdoor unit) of AC units) as required including the structural steel framework, pedestal/bracket to mount the indoor and outdoor units, supports & clamps for refrigerant piping/cables, stabilizer, hold down nuts & bolts, spares for commissioning and start up etc. as per the enclosed Job Specification and other documents referred therein and instruction of engineer-in-charge for each equipment including accessories. 1397 Inverter Type Split Air Conditioner of capacity 1.5 TR having star rating 5 (BEE 5 star rating or equivalent) 1398 EOT CRANE (SAFE AREA APPLICATION) FOR MATERIAL STORE/ WORKSHOP BUILDING :Radio Remote Control(1 Working+ 1 Stand by) Operated-Design, engineering, manufacture, procurement of raw materials and bought out components, supply, fabrication, assembly, shop painting (primer + finish coat), inspection, testing (at manufacturers shop), packing and supply of double girder type EOT Crane including supply of all commissioning spares, special tools and tackles as applicable, mandatory spares, first fill of lubricant, consumables,erection material & documentation, transportation from Vendors works to designated storage site, handling, loading, unloading and storage, complete site works including transportation from storage site to work site, storage & handling at work site, assembly at site, erection installation, testing, touch-up painting, pre commissioning, commissioning, performance guarantee test run including arrangement of test loads, completing thework in all respects and handling over to Client, as per drawing, specifications, scope of work and instructions of engineer in charge and other attachment included in Tender for following EOT Crane.NOTE 1: Span or/and travel length of crane may undergo minor changes of ±0.5 meter during detailed engineering, for which no price & time implication shall be entertained.NOTE 2: Height of lift may undergo minor changes by ±0.5 meter during detailed engineering, for which no price & time implication shall be entertained.NOTE-3: Contractor shall arrange/bring adequate certified test loads during testing at EOT crane location. To and Fro transportation of test loads with cage (including loading, handling, unloading etc.), including taking back of test load after successful performance test from worksite and supply of manpower shall be in scope of Contractor). 1399 1 No. Double Girder E.O.T Crane with Main hook SWL (Safe Working Load) 15 MT , Auxillary hook SWL 3 MT , Span -12.7 m, Long Travel - 30 m , Height of lift - 8 m, M5 duty along with rails, fixtures and other accessories.(Refer Scope of Work , Job Specification & Electrical specifications ) enclosed elsewhere with this tender document). 1400 UNIT RATES FOR E.O.T CRANE FOR ADDITION/DELETION PURPOSE 1401 Unit Rate (ADDITION / DELETION) for ±0.5m in HEIGHT OF LIFT (over & above 0.5 m from specified data) 1402 Unit Rate (ADDITION / DELETION) for ±0.5m in SPAN (over & above 0.5 m from specified data). 1403 Unit Rate (ADDITION / DELETION) for ±0.5m in LONG TRAVEL (over & above 0.5 m from specified data) including rail fixtures. 1404 EQUIPMENT - ROTATING 1405 Handling and transportation of Rotating Equipment & miscellaneous items of equipment package from Owners storage points to work site / contractors stores, assembly of sub-assemblies, field assembly (as applicable) placing the equipment on foundations,(including some amount of cutting, welding & field joints wherever required), levelling, aligning, fixation of foundation bolts, providing (including supply) packing / shim plates (as applicable), including chipping & dressing of foundations, grouting (including supply and application of grout material, equipment base frame filling as per vendor recommendation with specified grout), cleaning and flushing, draining and drying, purging of lines, and providing manpower and tools / equipmentforNDT, testing, carrying out trial and start-up runs and testing under supervision of manufactures / customer personnel, rectifying defects (if any), insulation (as applicable),precommissioning and commissioning (as applicable) and completing the work in all respects as per drawings, job specifications / scope of work and instructions of Engineer-in-charge for each equipment including drivers and accessories, as listed below.NOTE: Scope also includes erection, fabrication, insulation (as applicable), welding & field joints wherever required, installation & NDT of vendor supplied prefabricated spools / commercial length between various skids of an equipment package (payable at the rate provided against piping SOR items). 1406 Pump Packages (all types) with drivers, auxiliaries and accessories. 1407 All Types of Pumps (Electric Motor Driven) along with driver, auxiliaries and accessories (Single Skid). 1408 Chemical Dosing Packages 1409 Skid mounted chemical dosing packages along with all auxiliaries and accessories. 1410 Procurement of Rotating Equipment Packages by Contractor.Engineering and Procurement of Rotating Equipment, handling and transportation of Rotating Equipment & miscellaneous items of equipment package from Owners storage points to work site / contractors stores, assembly of sub-assemblies, field assembly (as applicable) placing the equipment on foundations,(including some amount of cutting, welding & field joints wherever required), levelling, aligning, fixation of foundation bolts, providing (including supply) packing / shim plates (as applicable), including chipping & dressing of foundations, grouting (including supply and application of grout material, equipment base frame filling as per vendor recommendation with specified grout), cleaning and flushing, draining and drying, purging of lines, and providing manpower and tools / equipmentforNDT, testing, carrying out trial and start-up runs and testing under supervision of manufactures / customer personnel, rectifying defects (if any), insulation (as applicable),precommissioning and commissioning (as applicable) and completing the work in all respects as per drawings, job specifications / scope of work and instructions of Engineer-in-charge for each equipment including drivers and accessories, as listed below.NOTE: Scope also includes erection, fabrication, insulation (as applicable), welding & field joints wherever required, installation & NDT of vendor supplied prefabricated spools / commercial length between various skids of an equipment package (payable at the rate provided against piping SOR items). 1411 Diesel Engine based Electric Generator Set Packages with auxiliaries and accessories. 1412 Equipment Tag No. 701-DG-001 as per Document No. B861-000-80-42-SOW-3001 1413 EQUIPMENT - STATIC 1414 STORAGE TANKS 1415 PLATE WORK 1416 Plate work for Fixed Roof Tanks (Cone and Dome roof tanks) and covered Floating Roof tanks except Floating Roof:Procurement of all plates as per specifications, transportation to work site, fabrication and erection of shell, bottom (Sketch plates and annular plates including backing strips), cone roof, Dome roof, compression ring/knuckle plate, plate fabricated wind girders, wind girder opening, bearing plates for pipe supports, datum plates, shell manhole- necks, bolting and cover flanges for shell-man-holes, reinforcement pads for shell manholes, nozzle reinforcing pads, roof manhole-necks, bolting and cover flanges for roof manholes, reinforcing pads for Roof manholes, clean-out door assembly (including davit assembly), gusset- support for wind girders, Sump for drain nozzle, pads for all appurtenances and attachments, fabrication and installation of all items as per drawing, conducting tests such as vacuum test, MP/DP test, pneumatic test, oil penetrant examination, Grouting work (including the supply of grouting material, as required for the tanks installed on ring wall foundation) underneath the Annular/ bottom plateas per the specifications attached, tank hydrotest, etc. for shell, bottom and roof as specified, radiography including supply of films, all heat treatment specified in drawings/ specifications/ codes, preparation of drawings as per specifications, standards and relevant codes and getting the same reviewed by Owner/EIL, providing all temporary structures, clamps, wedges, including arrangement of all materials, consumables, labour, equipment, machinery, tools, tackles etc. to complete the work in all respects as per drawings, specifications, standards, codes, scope of work, scope of supply and instructions of Engineer- in-Charge.All bolting, gaskets wherever required as per scope of supply and scope of work shall be supplied and installed by Contractor. Spares 10% bolting (min. 2 nos.) and 200% spare gaskets shall be included in Contractors scope. Any other (Commissioning etc.) spares as mentioned in tender specifications shall be also be included in Contractors scope.Quoted price shall be inclusive of supply of all bolts, nuts, gaskets including spares. 1417 IS 2062 Gr. E250 (A, BR, B0, C) 1418 SA 516 Gr. 60/ 70 1419 STRUCTURAL/PIPES 1420 STRUCTURAL/ PLATE WORK :Supply, fabrication, erection, inspection and testing of steel structure for cone roof/ dome roof supporting structure including curb angle, spiral stairway, cage ladder, handrail, top and intermediate platform, grating for stairway steps and platform, rolling ladder including track for floating roof, anchor chairs,name plates, earthing connections, ladder rungs for ladders in covered roof tanks, wind girder fabricated from rolled section, wind girder bracings/ support, external structural supports, supports for shell extension for foam nozzles in case of floating roof tanks, stiffeners for shell extension plate of stairway, ventilation slots and over flow slots for covered floating roof tank including SS wire mesh, preparation of drawings, getting the same reviewed/ approved by owner/ EIL, arrangement of all materials, consumables, labour, equipment/ machinery, tools and tackles required to complete the work as per drawings, specifications, standards, codes, scope of work, scope of supply and instructions of Engineer- in-Charge. All materials to be supplied by Contractor. 1421 Roof structure as per Standard/Drg. 1422 SA 36 1423 IS 2062 1424 SA 516 Gr.60/70 1425 STILL WELLS/ DIP PIPES :Supply, fabrication, erection, inspection and testing ofstill well for gauge hatch, still well for level transmitter/ level switches, still well for temperature element including flanges on all still wells, dip pipes (process / instrumentation), pipe fittings, drilling of holes in still well/ dip pipes, arrangement of all materials, consumables, labour to complete the work as per drawings, specifications, standards, codes, scope of work, scope of supply and instructions of Engineer- in-Charge. All materials to be supplied by Contractor. 1426 SA 333 GR6 1427 SA 106 Gr. B 1428 STRUCTURAL PIPES (CS GALVANISED):Supply, fabrication, erection, inspection and testing of pipe specification for pipe handrails (CS and galvanised), arrangement of all materials, consumables, labour to complete the work as per drawings, specifications, standards, codes, scope of work, scope of supply and instructions of Engineer- in-Charge. All materials to be supplied by Contractor. 1429 PIPES(CS GALVANIZED) 1430 APPURTENANCES 1431 Supply, fabrication, installation, welding, radiography, heat treatment, inspection and testing as required for the following nozzles (reinforcing pads covered under plate work) pipe, nozzle flanges and blind / companion/matching flanges (including davit/ hinge assembly for Man way) wherever shown on drawings and standards along with gaskets and boltings including supply of mandatory spares, conducting air pressure test for reinforcing pads, preparation of drawings, getting the same reviewed by Owner/EIL, arrangement of all materials, consumables, labour to complete the work as per drawings, specifications , standards, codes, scope of work, scope of supply and instructions of Engineer-in- Charge. All internal bolting shall be SS 304 as a minimum and contractor shall include the same in his scope of supply and shall be included in nozzleassembly quoted price. Spare gaskets ( 2 nos.) and 10% spare bolting (minimum 2 nos.) shall be included in Contractors scope of supply and shall be included in nozzle assembly quoted price. 1432 Roof Nozzle 150 Class WNRF Type 1.5 InchSize SA 350 LF2 Material 1433 Roof Nozzle 150 Class WNRF Type 2 InchSize SA 105 Material 1434 Roof Nozzle 150 Class WNRF Type 8 InchSize SA 105 Material 1435 Shell Nozzle 150 Class WNRF Type 2 InchSize SA 105 Material 1436 Shell Nozzle 150 Class WNRF Type 4 InchSize SA 105 Material 1437 Shell Nozzle 150 Class WNRF Type 6 InchSize SA 105 Material 1438 Roof Nozzle 150 Class WNRF Type 2 InchSize SA 350 LF2 Material 1439 Roof Nozzle 150 Class WNRF Type 3 InchSize SA 350 LF2 Material 1440 Roof Nozzle 300 Class WNRF Type 3 InchSize SA 350 LF2 Material 1441 Roof Nozzle 150 Class WNRF Type 6 InchSize SA 350 LF2 Material 1442 Roof Nozzle 150 Class WNRF Type 8 InchSize SA 350 LF2 Material 1443 Shell Nozzle 150 Class WNRF Type 2 InchSize SA 350 LF2 Material 1444 Shell Nozzle 150 Class WNRF Type 3 InchSize SA 350 LF2 Material 1445 GOOSE NECK VENT WITH WIRE MESH:supply of materials,fabrication, installation,welding, radiography, heat treatment, inspection and testing as required for the (reinforcement pads covered under Plate work) goose neck vent with wire mesh (SS 304 as minimum) for the following vent materials. 1446 Size 2 InchMaterial SA 106 Gr. B 1447 INSTRUMENTS 1448 Transportation of following instruments from Owner/Storage yard/stores and installation of the same in position as per instructions of Engineer-in-Charge/Supplier. (Contractor shall take care so that no damage occurs while handling these instruments). 1449 Pressure Transmitter Instrument 1450 Level Transmitter Instrument 1451 Breather Valve Instrument 1452 Emergency Vent Instrument 1453 Temperature Gauge Instrument 1454 CALIBRATIONCarrying out calibration of tanks including supply of strapping tapes, scaffolding wherever required, arranging the visit of competent authority, all accessories, labour, preparation and submission of calibration charts duly approved by Competent authority etc. and complete the work in all respect as per Codes, specifications, standards and instructions of Engineer-in-Charge 1455 Diameter (Meters) : upto 10 Height (Meters) : upto10 1456 Diameter (Meters) : > 10 to 25 Height (Meters) : > 10 1457 DESIGN, SUPPLY & INSTALLATION OF EMERGENCY VENT (Lumpsum)Design, engineering, manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturers works, packing, delivery, documentation as per the enclosed M/s EIL specification and installation of Emergency Vent etc. to the satisfaction of the Engineer- in Charge. 1458 DESIGN, SUPPLY & INSTALLATION OF BREATHER VALVE (Lumpsum):Design, engineering, manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturers works, packing, delivery, documentation as per the enclosed EIL specification and installation of breather valves etc. to the satisfaction of the Engineer-in-charge. 1459 Gauge Hatch with Cover:Supply & installation of Gauge Hatch with Cover for the tankages mentioned in the data sheets/ drawings/ specifications as per the Specifications & Standards attached with the tender. Arrangement of machinery, tools & tackles, labour etc. to accomplish the installation of the same shall also be in the scope of Contractor. The following Gauge Hatch with cover are required. 1460 Material: CS 1461 PAINTING OF TANKS 1462 PAINTING FOR CARBON STEEL AND LOW ALLOY STEEL TANKS 1463 ExternalSurfaces (except underside of bottom plate): Surfacepreparation to SSPC-SP-10,applicationofprimerandpaint onallexternalsurfacesoftanksincluding insulatedtanks i.e.externalshell,windgirders,appurtenances,rooftops including top sideoffloatingroofofopentanksaswellascovered floatingrooftanks, external roof supporting structure,associatedstructuralsteelworks,ladders,walkways, platforms,handrails,spiralstairway,rollingladderandtrack, internal surface of shell above maximum liquid level exposed to atmosphere for open top or floating roof tanks asper painting system defined below and otherrequirementsasspecifiedinrespectiveEngg.datasheets, stencillingtankno., capacity, name of storedproduct,paintingEmblem aspertheattachedsample,includingsupply of metallicandnon-metallic materials,primerandpaintofapprovedquality,providingscaffolding, labour,equipment,consumables,etc.tocompletetheworkinall respect asperapplicable standard specifications,standardsattached elsewhere in the tender document andinstructionsofEngineer- in-Charge. All materials shall be supplied by Contractor. 1464 Design Temperature Range: (-) 14 °CTo 80 °CPrimer: 1coat of F-9 @ 65-75μ DFT/coat + 1coat of P-6 @ 40μ DFT/ coat Finish Paint: 2 coats of F-6B @ 100μ DFT /coat + 1 coat of F-2 @ 40μ DFT/ coat Remarks: Total DFT in Microns (minimum) = 345-355 1465 ExternalSurfaces (underside of bottom plate): Surfacepreparation to SSPC-SP-10,applicationofprimerandpaint onunderside of bottom plate (soil side) asper painting system defined below and otherrequirementsasspecifiedinrespectiveEngg.datasheets includingsupplyofmetallicandnon-metallic materials,primerandpaintofapprovedquality,labour,equipment,consumables,etc.tocompletetheworkinall respect,asperapplicable standard specifications,standardsattached elsewhere in the tender document andinstructionsofEngineer- in-Charge. All materials shall be supplied by Contractor. 1466 Design Temperature range (-) 14°C to 80°C, Primer : 1 coat of F-9@ 65-75µ DFT/coat,Finish Paint : 3 coats of F-7 @ 100µ DFT /coat. 1467 Design Temperature Range: -29 °CTo 400 °CPrimer: 1 coat of F-16 @125 micron Finish Paint: 1 coat of F-16 @125 micron Remarks: total DFT : 250-300 micron 1468 InternalSurfaces:Surfacepreparation to SSPC-SP-10,applicationofprimerandpaint oninternalsurfaceofbottomplate,shell full height,internal surfacesofcone/dome roof,roofstructure,oil side surfacesofpontoons & deck platesandoil side surfaces of doubledecks,internalladder,structuralsteel, internalsupportandinternalaccessories(exceptheatingcoil)asper painting system defined below and requirementsasgiven in the respective engg.datasheets. Supply of metallic and non-metallic materials, labour, primer andpaint of approved quality, equipment, consumables,etc. to complete the work in allrespect, as per applicable specifications, standardsattached elsewhere in the tender document and instructions of Engineer- in-Charge. All materials shall be supplied by Contractor. 1469 Design Temperature Range: -14 °CTo 60 °CPrimer: 1 Coat of F-6A@100 µ DFT/coat Finish Paint 2 Coats of F-6A@ 100µ DFT/Coat(2x100=200) Remarks: - 1470 Design Temperature Range: - °CTo - °CPrimer: - Finish Paint 3 coats of vinylchloride co- polymer @ 75µ/Coat; (3x75=225) Remarks: - 1471 EQUIPMENT ERECTION 1472 TOUCH-UP PAINT APPLICATION (UNINSULATED EQUIPMENT) FOR CS VESSEL 1473 Application of field primers and finish paint(Supply by Others) on C.S vessels, PHE and other equipment, including rubdown and touch up of shop primer (primer as per applicable specification) wherever required as per attached specification, providing scaffolding for all heights, labour, material, tools and tackles, consumables, supervision etc. to complete the work in all respect as per specifications, drawings, equipment details for painting and direction of Engineer in-Charge for all type of uninsulated equipment. The surface area is as per respective temperature ranges given in applicable specification. Note: Surface preparation, primer and finish paint already carried out by equipment supplier. 1474 EQUIPMENT ERECTION:Transportation of reactors, columns, vessels, silencers, heat exchangers (shell and tube, plate fin, plate) and electric heater etc. from owners storage point to work site, assembly of parts, subassemblies, erection at all elevations, aligning, verticality checking, grouting, tightening of foundation bolts, welding of washer on anchor chairs, erection of wooden pillow for cold equipments, stacking of multi-tier exchanger(which are stored in unstacked condition), arranging hooks for test ring/ test flanges in heat exchangers, installation of demister, internal gratings, distributor, pipe davit, installation of mixer/agitator,cleaning and flushing by water, draining, drying by compressed air, arranging all tools, tackles, machinery, consumables, transportation equipment, erection equipment, instruments, labour, ancillary, etc. to complete the work in all respects as per drawings, equipment detail, specifications and instructions of the Engineer-in-Charge. 1475 Equipment weighing less than 30 MT but 10 MT and above 1476 TOUCH-UP PAINT APPLICATION (INSULATED EQUIPMENT) FOR CS VESSEL 1477 Application of field primers and finish paint(Supply by Others) on C.S vessels, PHE and other equipment, including rubdown and touch up of shop primer (primer as per applicable specification) wherever required, as per attached specification, providing scaffolding for all heights, labour, materials, tools and tackles, consumables and supervision etc. to complete the work in all respect as per specifications, drawings, equipment details for painting and direction of Engineer in-Charge. The surface area is as per respective temperature ranges given in applicable specification. Note: Surface preparation, primer and finish paint shall be provided by equipment supplier. 1478 EQUIPMENT UNLOADING: Unloading of Equipment from trailer at designated receiving point, Transportation of the same and handling over to owner at designated storage point for the following as per drawings, equipment detail, specifications and instructions of the Engineer-in-Charge. 1479 Equipment weighing less than 50 MT but 30 MT and Above 1480 Equipment weighing less than 30 MT but 10 MT and above 1481 LETTERING AND STENCILING:Surface preparation, supply and application of primer and paint on insulated and uninsulated equipment for lettering, stenciling on vessels, columns, drums, for the purposes of identification (Equipment Name, Equipment Number & Service Description) as per applicable painting specification enclosed elsewhere in the tender document, arranging scaffolding for all heights, labour, materials, tools, tackles, supervision etc. to complete the work as per specifications and instructions of Engineer-in- Charge. 1482 ERECTION OF DRESSED-UP EQUIPMENT:Transportation of columns and vessels from owners storage point to work site, dressing up of the column/vessel by contractor , assembly of parts, subassemblies, erection at all elevations, aligning, verticality checking, grouting, tightening of foundation bolts, welding of washer on anchor chairs,arranging all tools, tackles, machinery, consumables,erection of completely dressed-up equipment, & arranging allinstruments, labour, ancillary, etc to complete the work in all respects as per drawings, equipment detail, specifications and instructions of the Engineer-in-Charge.Dressing up of column(As applicable as per the requirement of the tender): Supply/Application/installation of insulation, installation of ladders and platforms, installation of piping spool and support (wherever applicable), installation of demister, internal gratings, distributor, pipe davit etc on the Column/Vessel, cleaning and flushing by water, draining, drying by compressed air etc to complete the job in all respects as per the requirements of the specifications & standards attached else where in the tender. 1483 Equipment(Dressed-up) weighing less than 50 MT but 30 MT and Above 1484 ERECTION OF BURIED EQUIPMENT : Transportation of vessels from Owners storage point to worksite, repair/ touch up of finish paint, arrangement of all accessories, equipments, labour etc., placing/erection of vessel in trenches/pits including assembly of parts, subassemblies, aligning, verticality checking, grouting, tightening of foundation bolts,arranging all tools, tackles, machinery, consumables etc to complete the work in all respects as per drawings, equipment detail, specifications and instructions of the Engineer-in-Charge. 1485 Equipment weighing less than 30 MT but 10 MT and Above 1486 WELDING & NDT OF CUT NOZZLES / SUMP / BOOT OF BURRIED VESSELS:Assembly of cut nozzles/Sump/Boot(as shown in Respective Engg. Data Sheet), vertically checking, alignment, Welding of cut nozzles , NDT such as 100% radiography ,UT , surface preparation of the weld seam portion, application of primer, painting, arranging all tools and tackles, machinery. Consumables, transportation/handling of equipment, labour etc to complete the work in all respects as per drawings & instruction of Engineer-in charge. 1487 MOC : Carbon Steel ,Nozzle size : 2 1488 MOC : Carbon Steel ,Nozzle size : 3 1489 MOC : Carbon Steel ,Nozzle size : 6 1490 MOC : Carbon Steel ,Nozzle size : 8 1491 MOC : Carbon Steel ,Nozzle size : 20 1492 MOC : Carbon Steel ,Nozzle size : 24 1493 EQUIPMENT INSULATION 1494 COLD INSULATION: Providing cold insulation including supply of all insulating andanciliarymaterial,protectivecovering,consumablesand othernecessarymaterials,testingofthematerialasrequiredincluding transportationofthematerialstoworksites,applyinginsulationon surfacesasspecified,includingallpreparatoryworksthereon,allbinding, tying,lacing,stitchingand/orotherwisesecuring,providingvapour barrier,finishingwithplain/corrugatedsheetcladdingorasspecified, providingbolts,rivets,providing vapour stop etc.arranging necessaryscaffolding,alltoolsand tackles,equipment,apparatusetc.labourandsupervisionandcompleting theworkinallrespectatallheightsasperdrawings,specificationsand instructionsofEngineer-in-Charge. 1495 Shells of vertical vessels, columns, exchangers, reactors, silencers etc.Surface material:CS/AS. Insulation type:Ic (Polyurethane foam). Service: Other than LNG. 1496 Insulation Thickness: 50mm 1497 Shells and heads of horizontal vessels, columns, reactors, exchangers, silencers etc and heads of above mentioned vertical equipments. Surface material: CS/AS. Insulation type:Ic (Polyurethane foam). Service: Other than LNG. 1498 Insulation Thickness: 50mm 1499 STRUCTURAL 1500 EARTH WORK (REFER SPECIFICATION NO. 6-68-0003) 1501 Earthwork excavation in soil 1502 Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. 1503 Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 1.5m and upto and inclusive of 3.0m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. 1504 Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 3.0m and upto & inclusive of 4.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. 1505 Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 4.5m and upto & inclusive of 6.0m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. 1506 SHORING AND STRUTTING 1507 Providing and installing approved type of SHORING AND STRUTTING by open timbering method for all depths to retain earth including dismantling and removal of the same etc. from site after completion of work etc. all complete as directed. 1508 Providing and installing approved type of SHORING AND STRUTTING by close timbering method for all depths to retain earth including dismantling and removal of the same etc. from site after completion of work etc. all complete as directed. 1509 Backfilling after execution of work 1510 BACKFILLING after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps within a LEAD OF 100M, including re- excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 15 Cms. watering, rolling and ramming by manual methods/ mechanical compactors to achieve 90% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete. 1511 BACKFILLING after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps beyond a LEAD OF 100M AND UPTO & INCLUSIVE OF 500M including re-excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 15 Cms. watering, rolling and ramming by manual methods/mechanical compactors to achieve 90% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete. 1512 Transporting & Disposing the SURPLUS EARTH ANDDEBRIS 1513 Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 100M AND UPTO 1KM including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids). 1514 Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 1.0KM AND UPTO & INCLUSIVE OF 3.0KM including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids). 1515 PLAIN & REINFORCED CEMENT CONCRETE: (REFER SPECIFICATION NO. 6-68-0004) 1516 PCC - Non FIM Items 1517 Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations, drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete of nominal mix 1:5:10 by mass (1 Cement: 5 Coarse Sand: 10 Crushed Stone Aggregates/Gravels) with 40mm and down size graded crushed stone aggregates/Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. 1518 Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations, drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing, etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete grade M20 with 20mm and down size graded crushed stone aggregates/Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. 1519 RCC Substrutures - Non FIM Items 1520 Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUB-STRUCTURE e.g. foundations, raft, beams, slabs, pile caps, retaining walls, dyke walls, jambs, counterforts, buttresses, pedestals, pipe sleepers, columns, suspended floors, staircases, landings, steps, brackets etc., including equipment/ machine foundations & pedestals viz. compressors, ID & FD fans, pumps, generators, crushers, mills, etc., (including single pour concreting as specified on the drawing), applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING & SPECIFIED ADMIXTURES) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. 1521 Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUB-STRUCTURE e.g. trenches, culverts, manholes, pipe encasement, catchpits, drains, pits, etc., applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING & SPECIFIED ADMIXTURES) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. 1522 RCC Superstructures - Non FIM Items 1523 Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUPER STRUCTURE in suspended floors, slabs, beams, columns, walls including counterforts, staircases, landings, steps, facias, fins, mouldings, gutters, shelves, window sills, canopies, lintels, girders, ducts, brackets, chajjas with drip moulds, pedestals, posts, struts, equipment/ machine foundations, ramps etc. (including single pour concreting as specified on the drawing), providing cement wash (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING AND SPECIFIED ADMIXTURES) FOR ALL HEIGHTS UPTO & INCLUSIVE OF 20 m ABOVE PLINTH LEVEL in any shape, position, thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. 1524 HYD Bars / MS Bars - Non FIM Items 1525 Supplying and placing in position HIGH YEILD-STRENGTH DEFORMED STEEL BARS REINFORCEMENT of Grade Fe500D (TMT) conforming to IS:1786, for RCC work including transporting the Steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with 18 SWG black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks etc. for all heights and depths etc. all complete as directed. SUPPLY OF ALL MATERIAL IN CONTRACTORS SCOPE. 1526 Centering and Shuttering - Non FIM Items 1527 Providing and fixing CENTERING AND SHUTTERING in foundations, footings,raft beams, slabs, pile caps, retaining walls, jambs, counter-forts, buttresses, trenches, equipment/machine foundations, pedestals, abutments, pipe sleepers, columns, plinth beams, lintels, suspended slabs, beams, staircases, landings, steps, non-circular tunnels/bunkers/ silos/ shafts/ hoppers/liquid storage structures etc. for all depths below and upto & inclusive of plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed. 1528 Providing and fixing CENTERING AND SHUTTERING in superstrctures in retaining walls, jambs, counter-forts, buttresses, equipment/ machine foundations, abutments,columns, lintels, suspended slabs, beams, staircases, landings, steps, non-circular tunnels/ bunkers/ silos/ shafts/ hoppers/ liquid storage structures etc. for all heights above plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed. 1529 Providing and fixing CENTERING AND SHUTTERING for CURVED SHUTTERING in foundations in all types of Structures such as Chimneys/ Shafts/ Silos/ tunnels/ bunkers/ hoppers/ liquid storage structures/ domes/ ring wall for tanks, etc. for all depths below and upto & inclusive of plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed. 1530 Providing and fixing CENTERING AND SHUTTERING for CURVED SHUTTERING in superstructures in all types of Structures such as Chimneys/Shafts/Silos/ tunnels/bunkers/hoppers /liquid storage structures/ domes etc. for all heights above plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed. 1531 Fixing Re-bars in already cast concrete - Non FIM Items 1532 Designing, supplying and fixing rebars in already cast concrete, including drilling, cleaning hole with air blow-out & wire-brush and injecting odourless Chemical of approved make, packed in dual foil, with the help of dispenser into a hole of diameter and depth as per manufacture specification, at all levels & locations for high strength deformed steel reinforcement bars of dia. 16 mm & 20 mm of Grade Fe500D (conforming to IS:1786), DESIGNED FOR FULL TENSILE ANCHORAGE, including testing (as per manufacturers recommendations), adjusting and making good any damage done to the structure etc. all complete as specified and directed. SUPPLY OF ALL MATERIAL IN CONTRACTORS SCOPE EXCLUDING REINFORCEMENT BARS. 1533 CONCRETE FOR LIQUID RETAINING/LEAK PROOF STRUCTURES (REFER SPECIFICATION NO.6-68-0005 1534 RCC- Non FIM Items 1535 Providing and laying Leak Proof Reinforced Cement Concrete of GRADE M-30 (minimum Cement content shall be as per EIL Specifications) with 20 mm and down size graded crushed stone aggregates/ gravel at all positions and in any shape and thickness, in SUB-STRUCTURE, leaving pockets, recesses, vibrating, tamping, curing, testing (for leak-proofness) and rendering (if required to give smooth and even surface) in foundations, walls , beams, buttresses, columns, piers, slabs, tunnels, basements, storage bins, reservoirs etc. including cement wash (if no other surface application is specified) but excluding the cost of Reinforcement, Shuttering and specified admixtures, all complete as specified and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR. 1536 Water Proofing Comp. - Non FIM Items 1537 Supplying and mixing of approved brand of integral WATER PROOFING COMPOUND in cement concrete, cement mortar etc. as per manufacturers specifications or 1% by weight of cement (whichever is minimum), to make it leak proof/ water tight etc. all complete as specified and directed. 1538 PVC Water bars - Non FIM Items 1539 Supplying and fixing in position 230mm wide x 5mm thick approved PVC WATER STOPS as per manufacturers specifications in R.C.C. Structures including cutting, fixing, jointing by vulcanising etc. all complete as shown specified and directed. 1540 Separation Layer - NonFIM Item 1541 Supplying and laying separating layer of approved polythylene sheet of mass 1 kg/sqm (minimum) in between base slab and the layer of lean concrete, including cleaning, preparing of surfaces, etc., all complete and as directed by the engineer-in-charge. 1542 STRUCTURAL STEEL WORKSSPEC NO. 6-68-0006 1543 General Steel Works - FIM Items 1544 Transporting from storage yard (or any other location as specified by engineer-in-charge), Storing, Assembling and Erecting in position and testing/ examining, bolted and/ or welded, already Fabricated STRUCTURAL STEEL (of any Grade)at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled/ hollow sections and/or plates/ bent plates in all types of structural frameworks, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified etc., all complete. ALREADY FABRICATED STRUCTURAL STEEL SHALL (WITH CONNECTION BOLTS) BE PROVIDED TO CONTRACTOR FREE OF COST. SUPPLY OF ALL OTHER MATERIAL IN CONTRACTORS SCOPE. 1545 General Steel Works - Non FIM Items 1546 Supplying, transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E350BR / E350B0 (conforming to IS:2062) at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/ or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, including preparation and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per jOb Specification No. B861-000-06-42-PLS-01 after fabrication etc., all complete. SUPPLY OF ALL MATERIAL IN CONTRACTORS SCOPE. 1547 Painting - Non FIM Items 1548 Supplying and applying FIELD PAINT SYSTEM of approved quality and shade as per Sl. No. 5.2 of Table 5.0 of JOB Specification No. B861-000-06-42-PLS-01 over the coat of shop primer already applied, including storage, surface preparation, degreasing, cleaning, drying, providing necessary arrangement for access, testing etc. including touching up of shop primer coat as per Sl. No. 3.1 of Table 3.0 of JOB Specification No. B861-000-06-42-PLS-01 for steel structures (excluding ladders, spiral stairways & hand rails) at all location & levels, all complete as specified, in OFFISTE (COASTAL) areas as well as UNIT (INLAND & COASTAL) areas. SUPPLY OF ALL MATERIAL IN CONTRACTORS SCOPE. (Unit rate based on Structural steel weight). 1549 Supplying and applying COATING (Post-erection/ Field) of approved quality and shade as per Sl. No. 4.1 of Table 4.0 of JOB Specification No. B861-000-06-42-PLS-01 for painting over the coat of shop primer & galvanization already applied, including storage, surface preparation, degreasing, cleaning, drying, providing necessary arrangement for access, testing etc. including touching up of shop primer coat, for LADDERS, SPIRAL STAIRWAYS & HAND RAILS at all location & levels, all complete as specified. SUPPLY OF ALL MATERIAL IN CONTRACTORS SCOPE. (Unit rate based on weight of steel). 1550 STRUCTURAL STEEL WORKS (TUBULAR/HOLLOW SECTION) (REFER SPECIFICATION NO.6-68-0007) 1551 Yst310 IS 4923 1552 Supplying, transporting, storing, fabricating, erecting in position & testing/examining at all locations and levels, bolted and/or welded STRUCTURAL STEEL WORKS of all types using COLD FORMED (RECTANGULAR/SQUARE) HOLLOW SECTIONS conforming to IS: 4923, Grade Yst-310 of approved make in all type of trusses, purlins, girders, side rails, columns, runners, beams, ties, portals, framework, bracing, brackets, sag rods etc. including all handling straightening/ bending if required, cutting to required size & shape, edge preparation, welding & bolting of joints, providing and fixing end caps and plugging holes, fixing in line and level with necessary temporary staging and removal of the same after erection, grouting with Ordinary/ premix free flow Non- Shrink Grout as specified, preparation and submission of detailed fabrication drawings, preparing the exposed surfaces for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per Job Specification No. B861-000-06-42-PLS-01. all complete as specified and directed (SUPPLY OF ALL MATERIALS INCLUDING PLATES IN CONTRACTORS SCOPE) 1553 MISCELLANEOUS STEEL WORKS SPECIFICATIONS NO. 6-68-0008 1554 Anchor Bolts - Non FIM Items 1555 Supplying, fabricating, fixing and keeping in position at all levels and locations THREADED ANCHOR BOLTS of all diameters and nomenclature including nuts, washers, anchor plates, pipe sleeves etc. in foundations, columns, pedestals, slabs, beams, walls etc. or any other place as directed including handling & transporting, straightening if required, turning from relevant size M.S. rounds to required diameter, threading, welding, providing necessary templates and auxiliary dummy structures, if any, necessary tying and welding with reinforcement, adjustment of shuttering & reinforcement/any other fixture, greasing exposed metal surfaces, covering bolts and packing the sleeves with jute cloth etc. all complete as specified and directed.(SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). 1556 MS Metal Inserts - Non FIM Items 1557 Supplying, transporting, storing, fabricating and fixing in position M.S. METAL INSERT (with lugs) of any shape made out of flats, plates, rolled sections, pipes etc. providing necessary templates, staging, cutting, straightening, if required, bolting, welding as required and embedding in position on both Plain and Reinforced Cement concrete members inclusive of adjusting shuttering & reinforcement/ any other fixture, welding where necessary, tying and holding to correct level, line and position, any auxiliary dummy structures to support the heavy inserts, painting exposed surfaces with a coat of primer as per EIL Specification No. 6-79-0020 (or as per Job Specification wherever applicable), etc. all complete for all depths and heights as specified and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). 1558 GI Pipe Sleeves - Non FIM Items 1559 Supplying, fabricating and fixing in position G.I. PIPE SLEEVES of all diameters including providing necessary staging, cutting, straightening if required, bolting, welding as required and embedding in position on both Plain and Reinforced Cement concrete members inclusive of adjusting shuttering & reinforcement/any other fixture, welding where necessary, tying and holding to correct level, line and position, any auxiliary dummy structures to support heavy sleeves etc. all complete for all depths and heights as specified and directed. 1560 MS Chequered Plates - Non FIM Items 1561 Supplying, fabricating and erecting in position at all levels and locations bolted, screwed and/or welded M.S. CHEQUERED PLATES of any thickness in walkways, platforms, stair treads, any other place as directed etc. including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening if required, making the edges smooth, removing the burrs, fixing, welding, preparation and submission of fabrication drawings and preparing the surfaces for painting and applying shop primer as per EIL Specification No. 6-79-0020 (or Job Specification, wherever applicable) after fabrication etc. all complete as specified and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). 1562 MS Grating Cat. A,B - Non FIM Items 1563 Transporting from storage yard (or any other location as specified by engineer-incharge), Storing, Assembling and Erecting in position and testing/ examining, bolted and/ or welded, already Fabricated Grating for platforms etc., including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening, making the edges smooth, removing the burrs (if required), fixing, tack welding, all complete as specified and directed ALREADY FABRICATED GRATING (WITH CONNECTION BOLTS/CLAMPS) SHALL BE PROVIDED TO CONTRACTOR FREE OF COST. SUPPLY OF ALL OTHER MATERIAL IN CONTRACTORS SCOPE). 1564 Supplying, fabricating and erecting in position at all levels and locations ELECTROFORGED HOT-DIP GALVANISED GRATING (purchased from approved manufacturer by the Contractor) conforming to EIL Standard No. 7-68-0697 (in walkways, platforms, stair treads etc.) including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening if required, making the edges smooth, removing the burrs, fixing with manufacturers supplied Hot-dip galvanised clamps, preparation and submission of fabrication drawings, all complete as specified and directed. SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE. 1565 Making openings in galvanized grating for pipes / ducts etc., at all levels and at at all locations by cutting the existing grating and providing 50x6 galvanised flat as toe protection for the openings by welding and application of galvanized paint as per EIL Standard No. 7-68-0697, all complete. Payment shall be made as per number of openings. 1566 MS Rungs - Non FIM Items 1567 Supplying, fabricating, fixing and keeping in position M.S. RUNGS in R.C.C. works at all depths and heights including handling, transporting the steel to site workshop and site of work, straightening, if required, cutting, bending to shape, necessary tying and welding with reinforcement, adjustment of shuttering, cleaning, surface preparation, shop primer as per EIL Spec. 6-79-0020 (or Job Specification, wherever applicable)and two coats of anticorrosive paint of approved quality on the exposed portion of rungs etc. all complete as specified and directed (SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). 1568 Hand Railing 1000mm - Non FIM Items 1569 Supplying, fabricating and fixing in position at all locations 1000mm high INCLINED HAND RAILING (for staircases) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade M.S. Tubes conforming to IS:1239 including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, hot-dip galvanising (80-85 micron as per IS:4759, IS:2629, IS: 4736, IS:2633), shop primer (1 coat of P6 of 40 micron) as per Sl. No. 4.1 of Table 4.0 of JOB SPEC. B861-000-06-42-PLS-01 preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed). 1570 Supplying, fabricating and fixing in position at all locations 1000mm high HORIZONTAL HAND RAILING (for platforms, walkways, etc. or any other location as directed) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade MS Tubes conforming to IS:1239 and 100x5 MS Toe Plate confirming to IS:2062 (Grade A/B), including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, hot-dip galvanising (80-85 micron as per IS:4759, IS:2629, IS: 4736, IS:2633), shop primer (1 coat of P6 of 40 micron) as per Sl. No. 4.1 of Table 4.0 of JOB SPEC. B861-000-06-42-PLS-01, preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed). 1571 Transporting from storage yard (or any other location as specified by engineer-incharge), Storing, Assembling and Erecting in position and testing/ examining, bolted and/ or welded, already Fabricated HAND RAILING for platforms etc. including straightening, cutting, bending (if required) welding, bolting, grouting with ordinary grout, all complete as specified and directed. ALREADY FABRICATED HANDRAILING (WITH CONNECTION BOLTS) SHALL BE PROVIDED TO CONTRACTOR FREE OF COST. SUPPLY OF ALL OTHER MATERIAL IN CONTRACTORS SCOPE. (Complete handrail workshall be measured as length of top rail only and not length of each element fixed) 1572 Mechanical Anchor fastners - Non FIM Items 1573 Supplying, handling, transporting to site of work and fixing approved MECHANICAL ANCHOR FASTENERS M.S. bolts of Grade 5.8 or more, GALVANIZED with minimum thickness of 5 microns (approved for use in cracked concrete), of 12mm dia at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturers specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush, and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. 1574 Supplying, handling, transporting to site of work and fixing approved MECHANICAL ANCHOR FASTENERS M.S. bolts of Grade 5.8 or more, GALVANIZED with minimum thickness of 5 microns (approved for use in cracked concrete), of 16mm dia at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturers specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush, and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. 1575 Chemical Anchor Fastner 1576 Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be usedwith the help of dispenser, of 12mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturers specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. 1577 Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be usedwith the help of dispenser, of 16mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturers specifications including all accessories like nuts, washers etc. of required size., testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. 1578 Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete),packed in flexible chemical foil or dual foil type, to be usedwith the help of dispenser, of 20mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturers specifications including all accessories like nuts, washers etc. of required size., testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. 1579 Threaded bolts for equipment fixing-Non FIM 1580 Supplying, fabricating, fixing and keeping in position at all levels and locations THREADED BOLTS of Grade C property class 4.8 as per IS:1363 (part 2) of all diameters and length including nuts, washers for supporting equipment on steel structure as directed including handling & transporting, straightening if required, turning from relevant size M.S. rounds to required diameter, threading etc. (SUPPLY OF ALL MATERIALS IN CONTRACTORS SCOPE). 1581 BRICK MASONRY (REFER SPECIFICATION NO.6-68-0009) 1582 CLASS 5.0at all depths -Non FIM Items 1583 Providing and laying BRICK MASONRY WITH BRICKS OF CLASS 5.0 in cement mortar 1:6 (1 Cement : 6 Sand) in one or more brick thickness and in any shape (excluding circular/curved brick masonry) at all depths below plinth level including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/slab, embedding the fittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. 1584 Providing and laying BRICK MASONRY WITH BRICKS OF CLASS 5.0 in cement mortar 1:6 (1 Cement : 6 Sand) in one or more brick thickness and in any shape (excluding circular/curved brick masonry) at all heights above plinth level including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/slab, embedding the fittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR. 1585 HALF BRICK MASONARYwith bricks of CLASS 5.0-Non FIM Items 1586 Providing and laying HALF BRICK MASONRY with bricks of CLASS 5.0 in cement mortar 1:4 (1 Cement : 4 Sand)in any shape, including the cost of materials, labour, scaffolding/staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing openings of any shape & size, raking out the joints, supplying and placing 2 Nos. 6mm dia. M.S. Bars at every fourth course, sealing the gap between masonry and soffit of beam/slab, embedding the fittings and fixtures, curing etc. all complete as per specification. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR. 1587 DEMOLISHING AND DISMANTLING (REFER SPEC NO. 6-68-0012) 1588 Brickwork - Non FIM Items 1589 Demolishing BRICKWORK (taking all necessary safety precautions) for all depths below plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and stacking of serviceable material, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. (Excavation & backfilling shall be paid separately under relevant items). 1590 Demolishing BRICKWORK (taking all necessary safety precautions) for all heights above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and stacking of serviceable material, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. 1591 RCC - Non FIM Items 1592 Demolishing RCC WORK (taking all necessary safety precautions) for all depths below plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, straightening, scraping and cleaning of reinforcement bars, stacking of serviceable materials, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. (Excavation & backfilling shall be paid separately under relevant items). 1593 Demolishing RCC WORK (taking all necessary safety precautions) for all heights above plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, straightening, scraping and cleaning of reinforcement bars, stacking of serviceable materials, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. 1594 Chipping of RCC WORK (taking all necessary safety precautions) by CHISELLING, upto & inclusive of 25mm thickness including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, lapping/welding of reinforcement bars as per drawings, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete at all heights and depths, as specified and directed. (Excavation and backfilling shall be paid separately under relevant items). 1595 Cutting/ Dismantling RCC work in pavement, slabs, beams, columns, etc upto a depth of 450 mm by using vibration-less spark-free Diamond Saw Cutter of make HILTI (or equivalent) at all depths & heights, in hazardous areas within process units & offsite which are fire prone due to presence of hydrocarbon vapours etc. taking elaborate precautions for dismantling as per fire permit, clearance etc. and work is to be done with extreme caution. The work item includes cost of all necessary accessories, tools & tacklesincluding diamond saw cutter, disposal of RCC Debris upto lead of 100 m& for all lifts (taking all safety precautions) including cutting reinforcement bars, embedded structural steel members, with necessary scaffolding, propping and underpinning etc. for all elevations with all labour and materials, all complete as per drawings, specifications and directions of the Engineer-in-charge. Payment will be made per sq.m.of cross-sectional cut area. Contractor to submit dismantling plan prior to start of dismantling. Dismantling shall be planned in such a way that each cut piece shall weigh not less than 1.6 MT. 1596 Cutting/ Dismantling of RCC block foundations, raft foundations, pile caps, mass concrete, equipment foundations etc. by using vibration-less spark-free Diamond Wire Saw Cutter of make HILTI (or equivalent) at all depths & heights, in hazardous areas within process units & offsite which are fire prone due to presence of hydrocarbon vapours etc. taking elaborate precautions for dismantling as per fire permit, clearance etc. and work is to be done with extreme caution. The work item includes cost of all necessary accessories, tools & tacklesincluding diamond saw cutter , disposal of RCC Debris upto lead of 100 m& for all lifts (taking all safety precautions) including cutting reinforcement bars, embedded structural steel members, with necessary scaffolding, propping and underpinning etc. for all elevations with all labour and materials complete as per drawings, specificationsand directions of the Engineer-in-charge. Payment will be made per sq.m.of cross-sectional cut area. Contractor to submit dismantling plan prior to start of dismantling. Dismantling shall be planned in such a way that each cut piece shall weigh not less than 1.6 MT. 1597 Pockets - Non FIM Items 1598 Making POCKETS/HOLES of sizes upto & inclusive of 200 x200x500mm in RCC/PCC works (taking all necessary safety precautions) by chiselling/drilling, including supply of all tools & tackles, necessary scaffolding etc. cutting of reinforcement bars, cleaning the pockets of all debris, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary all complete at all heights & depths as specified and directed. 1599 PCC _ Non FIM Items 1600 Demolishing PLAIN CEMENT CONCRETE work (taking all necessary safety precautions) for all depths below plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc. disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. (Excavation and backfilling shall be paid separately under relevant items) 1601 Demolishing PLAIN CEMENT CONCRETE work (taking all necessary safety precautions) for all depths below plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc. stacking of all the demolished concrete material at a designated location within the complex limits, all complete as per specifications and directions of Engineer-in-Charge for further processing in mechanical crushers for generating RA/ RCA as per the specifications. (Excavation & backfilling shall be paid separately under relevant items). 1602 Steelwork - Non FIM Items 1603 Dismantling bolted/rivetted/welded STRUCTURAL STEEL WORK of all descriptions (taking all necessary safety precautions), including supply of all tools and tackles, consumables, necessary scaffolding etc., providing temporary bracings as required, cutting (by flame or saw) gusset plates, bolts, nuts, weldings etc., transporting and stacking of the serviceable materials, cleaning the site of work of all unserviceable materials for disposal to spoil heaps anywhere within the plant boundary, all complete at all depths and heights, as specified and directed. 1604 MISCELLANEOUS ITEMS (REFER SPECIFICATION NO. 6-68-0013) 1605 Anticorrosive - Non FIM Items 1606 Providing and laying 50mm thick ANTI-CORROSIVE LAYER under steel storage tanks with screened dry coarse sand mixed with A90 grade bitumen conforming to IS:73 including mixing in drum, heating to the required temperature, with 3% kerosene if required, tamping, dressing to the required slopes to form hard mass of specified compacted thickness etc. all complete as directed. 1607 Sand Filling - Non FIM Items 1608 Supplying and filling approved SAND of specified quality under floors, in foundations, plinths, tank foundations etc. for all depths and heights including cost of sand, royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layers of loose thickness not exceeding 150 mm, watering, ramming, compacting with mechanical compactors and/or other equipment to the specified levels to achieve 85% relative density as per IS:2720 Part XIV, including preparation of subgrade to the required slope, providing testing apparatus and testing the degree of consolidation all complete as per drawings, specifications and direction of Engineer-in-charge. The rates shall be inclusive of the cost of all labour, material, equipments etc. all complete . 1609 BI-POLAR CONCRETE PENETRATING CORROSION INHIBITING ADMIXTURE 1610 Supplying and mixing of approved brand of BI-POLAR CONCRETE PENETRATING CORROSION INHIBITING ADMIXTURE (confirming to EIL Specification No. 6-68-0017) in concrete as per manufacturers specification for protection of reinforcement against corrosion. Supply of admixture in Contractors scope. 1611 BONDING FRESH CONCRETE TO OLD CONCRETE BY EPOXY RESIN BONDING SYSTEM (REFER SPECIFICATION NO. 6-68-0056) 1612 Epoxy Resin - non FIM Items 1613 Providing and applying approved EPOXY RESIN (prepared as per manufacturers recommendation) for bonding of fresh concrete to old concrete in all types of structure at all depths and heights including cleaning of concrete surface, removing of all loose concrete pieces, making rough by chiselling, taking off the skin of concrete, application of Epoxy Resin System by spraying, necessary working platforms, props, scaffolding and other safety measures, removal of same after completion etc. all complete as specified and directed. (Excavation, backfilling, removal of surplus earth, keeping pit dry by pumping/bailing subsoil water shall be paid separately under relevant items). 1614 FIREPROOFING OF STEEL STRUCTURES (REF SPEC NO 6-68-0033) 1615 Concrete - Non FIM Items 1616 Supply and laying of concrete of grade M30 as per Type-I of EIL Standard Specification 6-68-0033 as fire proofing material with 10 mm and down size graded coarse and fine aggregates including admixture around structural steel members (viz. beams, columns, bracings etc.) all complete; cleaning the steel surfaces, supplying, placing and fixing in position cover plates conforming to IS:2062 and stiffeners for members exceeding 600 mm depth, supply and welding ofMS nuts on angle and box sections and cover blocks for other sections, supplying, placing and fixing in position galvanized expanded metal sheet with mesh size 4.5 mm x 13.5 mm conforming to IS:412 except on angle and box sections, hot dipped galvanized welded wire fabric reinforcement 2 mm dia 50 mm x 50 mm mesh conforming to IS:1566, and tying the reinforcement to the cover blocks with galvanized 16 SWG tying wire, including cutting, straightening, cleaning, bending, vibrating, tamping, curing or providing a layer of approved membrane of curing compound, rendering with cement sand mortar (1:3) wherever required to achieve a smooth and even surface, providing L50x50x6 at corners or as specified in the drawing, applying primer on MS nuts, angles and affected surfaces, supplying and laying of non-bituminous polysulfide or silicon rubber mastic sealant at terminating edges/ metal joints, painting the surfaces with sealer coat of epoxy polyamide as base and finish coats of coating system No.1 of NORSOK Standard M-501, including the cost of all labour, materials, specified tests, shuttering, staging, scaffolding, working platforms, approaches, etc. for all shapes and positions at all heights upto & including 10 m above pavement etc. all complete as per specifications and directions of Engineer-in-Charge. (ALL MATERIALS INCLUDING CEMENT TO BE SUPPLIED BY THE CONTRACTOR). 1617 Vermiculite Concrete for Structural Steel - Non-FIM Items 1618 Supply and laying of vermiculite based lightweight cementitious concrete coating as per Type-II of EIL Standard Specification 6-68-0033 as fire proofing material of required thickness around structural steel members (viz. beams, columns, bracings etc.) for the required fire protection from reaching temperature 538 degree C; cleaning the steel surfaces and applying primer compatible to vermiculite material if required as per manufacturer specifications, supplying, placing and fixing in position cover plates conforming to IS:2062 and stiffeners for members exceeding 600 mm depth, supply and welding ofMS nuts on angle and box sections and cover blocks for other sections, supplying, placing and fixing in position galvanized expanded metal sheet with mesh size 4.5 mm x 13.5 mm conforming to IS:412 except on angle and box sections, hot dipped galvanized welded wire fabric reinforcement 2 mm dia 50 mm x 50 mm mesh conforming to IS:1566, and tying the reinforcement to the cover blocks with galvanized 16 SWG tying wire, including cutting, straightening, cleaning, bending, applying primer on MS nuts and affected surfaces, curing or providing a layer of approved membrane of curing compound, patching of damaged portion wherever required to achieve a smooth and even surface, providing chamfering at corners, supplying and laying of non-bituminous polysulfide or silicon rubber mastic sealant at terminating edges/ metal joints, painting the surfaces with sealer coat of epoxy polyamide as base and finish coats of coating system No.1 of NORSOK Standard M-501, including the cost of all labour, materials, specified tests, shuttering, staging, scaffolding, working platforms, approaches, etc. for all shapes and positions at all heights upto & including 10 m above pavement etc. all complete as per specifications and directions of Engineer-in-Charge. (ALL MATERIALS SHALL BE SUPPLIED BY THE CONTRACTOR). 1619 Supply and laying of vermiculite based lightweight cementitious concrete coating as per Type-II of EIL Standard Specification 6-68-0033 as fire proofing material of required thickness around structural steel members (viz. beams, columns, bracings etc.) for the required fire protection from reaching temperature 538 degree C; cleaning the steel surfaces and applying primer compatible to vermiculite material if required as per manufacturer specifications, supplying, placing and fixing in position cover plates conforming to IS:2062 and stiffeners for members exceeding 600 mm depth, supply and welding ofMS nuts on angle and box sections and cover blocks for other sections, supplying, placing and fixing in position galvanized expanded metal sheet with mesh size 4.5 mm x 13.5 mm conforming to IS:412 except on angle and box sections, hot dipped galvanized welded wire fabric reinforcement 2 mm dia 50 mm x 50 mm mesh conforming to IS:1566, and tying the reinforcement to the cover blocks with galvanized 16 SWG tying wire, including cutting, straightening, cleaning, bending, applying primer on MS nuts and affected surfaces, curing or providing a layer of approved membrane of curing compound, patching of damaged portion wherever required to achieve a smooth and even surface, providing chamfering at corners, supplying and laying of non-bituminous polysulfide or silicon rubber mastic sealant at terminating edges/ metal joints, painting the surfaces with sealer coat of epoxy polyamide as base and finish coats of coating system No.1 of NORSOK Standard M-501, including the cost of all labour, materials, specified tests, shuttering, staging, scaffolding, working platforms, approaches, etc. for all shapes and positions at all heights more than 10 m above pavement etc. all complete as per specifications and directions of Engineer-in-Charge. (ALL MATERIALS SHALL BE SUPPLIED BY THE CONTRACTOR). 1620 Vermiculite Concrete for Equipments - Non-FIM Items 1621 Supply and laying of vermiculite based lightweight cementitious concrete coating as per Type-III of EIL Standard Specification 6-68-0033 as fire proofing material of required thickness on equipment/ vessel skirts, saddles and supports for the required fire protection from reaching temperature 427 degree C; cleaning the steel surfaces and applying primer compatible to vermiculite material if required as per manufacturer specifications, supplying, placing and fixing in position cover plates conforming to IS:2062, hot dipped galvanized welded wire fabric reinforcement of 2 mm dia 50 mm x 50 mm mesh conforming to IS:1566 and tying the reinforcement with the pre welded nuts by galvanized 16 SWG tying wire, including straightening, cutting, bending of the reinforcement, including supplying and welding of additional MS nuts if directed by the Engineer-in-charge, applying primer wherever required, curing or providing a layer of approved membrane of curing compound, patching of damaged portion wherever required to achieve a smooth and even surface, providing chamfering at corners, supplying and laying of non-bituminous polysulfide or silicon rubber mastic sealant at terminating edges/ metal joints, painting the surfaces with sealer coat of epoxy polyamide as base and finish coats of coating system No.1 of NORSOK Standard M-501, including the cost of all labour, materials, specified tests, shuttering, staging, scaffolding, working platforms, approaches, etc. for all shapes and positions. all complete as per specifications and directions of Engineer-in-Charge. (ALL MATERIALS SHALL BE SUPPLIED BY THE CONTRACTOR). 1622 Mechanical works 1623 Supplying, fabricating and erecting in position MS plates as per detailed drawings, conforming to grade A of IS:2062 on top of all RCC pedestals supporting the sliding saddles of equipments, including cutting, straightening where necessary, rounding rounding unfinished edges by grinding, machining the exposed top surface, making necessary bolt holes, providing and laying ready mixed free flow non-shrink grout below the base plate at all levels & locations, machining top surfaces etc. all complete and as shown and directed. 1624 SAFETY (REFER EIL SPECIFICATION) 1625 Safety Structures - Non FIM Items 1626 Supplying, Transporting, Storing, Fabricating & Erecting in position and testing/ examining bolted and/ or welded Structural Steel Works at all locations and levels in HANGER SCAFFOLDING below piperack, comprising of hangar channels, fabricated pen wen ladder beams, steel planks bent to shape and size and any other sections, if required, all as per sketches/ specifications and load tested for statisfactory performance, including cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, including preparation and submission of detailed fabrication drawings, preparing the surface for painting as per BIS codes after fabrication etc. all complete as specified and directed. All items shall be removed & carried back by Contractor as per instructions of Engineer-in-Charge after completion of works. (Supply of All Material In Contractors Scope). 1627 Providing and fixing double scaffolding system of any height made with 40 mm dia MS tube 1.5 m centre to centre, horizontal & vertical tubes joining with MS tubes, MS tube challies, MS clamps and MS staircase system in the scaffolding for working platform/ staircase etc., and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc., wherever required for inspection of work at required locations with essential safety features for the workmen etc., all complete as per directions and approval of Engineer-in-charge. (Height shall be measured from Floor/ platform from where scaffolding is erected) including providing Aluminium ladders for safe acess of workers. 1628 Supply of Safety Personnel 1629 Supply of HSE personnel SAFETY STEWARD over and above the requirement as specified in EIL Standard Specification No. 6-82-0001 at site as per the written instructions of Engineer-in-charge (the rates shall be inclusive of all other payments such as PF, ESI, other benefits payable to the workmen as per the prevalent labour laws). 1630 Supply of HSE personnel SAFETY SUPERVISOR over and above the requirement as specified in EIL Standard Specification No. 6-82-0001 at site as per the written instructions of Engineer-in-charge (the rates shall be inclusive of all other payments such as PF, ESI, other benefits payable to the workmen as per the prevalent labour laws). 1631 Supply of HSE personnel SAFETY OFFICER over and above the requirement as specified in EIL Standard Specification No. 6-82-0001 at site as per the written instructions of Engineer-in-charge (the rates shall be inclusive of all other payments such as PF, ESI, other benefits payable to the workmen as per the prevalent labour laws). 1632 Supply of HSE personnel HOUSE-KEEPING SUPERVISOR over and above the requirement as specified in EIL Standard Specification No. 6-82-0001 at site as per the written instructions of Engineer-in-charge (the rates shall be inclusive of all other payments such as PF, ESI, other benefits payable to the workmen as per the prevalent labour laws). 1633 GENERAL CIVIL 1634 TANK PADS 1635 PVC Liner 1636 Providing and laying of PVC LINER of thickness 30 MIL conforming to IS:15909 below tank pad foundations or any other placeat all heights & depths without any damage during subsequent activities including handling, transportation, unloading, storage, laying in position, jointing & overlapping as per manufacturers recommendations, including supply and providing Asphalt impregnated fiberboards for anchoring, etc., all complete as per drawings, specifications and directions of Engineer-in-charge. (All materials including consumables shall be in contractors scope of supply) 1637 Providing and laying in position 80mm dia. perforated uPVC pipes conforming to IS:9271 wrapped with 125mm thick layer of 40mm down size stone aggregates in Geotextile fabric, Terrum T 700 / equivalent, below tank pad foundations for all heights & depths complete as per drawings, specifications and directions of Engineer-in-Charge. (All materials including consumables shall be in contractors scope of supply) 1638 Providing and installation of uPVC leak detection well arrangement comprising of 80mm dia. uPVC pipe, tee, blind flange & threaded cap conforming to IS:13592 for leak detection purpose below tank pad foundations at all heights & depths including providing proper jointing as per code requirements or manufacturers recommendations for fitting in already installed uPVC pipes etc. all complete as per drawings, specifications & directions of Engineer-in charge. 1639 GENERAL CIVIL 1640 SITE GRADING & ROCK CUTTING FOR SITE GRADING 1641 Earthwork in excavation for general site grading, roads, embankments, etc. for all heights and depths in all types of soils except soft and hard rock, including clearing and stripping of the areas earmarked for excavation, removing shrubs, grass, bushes, vegetables growth and other objectionable materials, trees up to and inclusive of a girth of 30 cms. (girth measured at a height of one meter from ground level) including uprooting of roots, etc. taking spot levels, excavating to required depth, leveling, dressing and consolidating the excavated surface, sorting out the excavated soil into serviceable and unserviceable materials, transporting and stacking serviceable materials to demarcated areas anywhere inside plant boundary limitas per instructions of Engineer-in-Charge and disposal of unserviceable material anywhere inside plant boundary limit. All complete as per drawings, specifications and directions of Engineer-in-Charge. 1642 ROADS & FLEXIBLE PAVEMENT (UPTO WBM/WMM LAYER) 1643 Earthwork in filling with approved available earth for all heights and depths for road embankments, shoulders or any other place as directed to proper levels, slopes, grades and camber with selected earth (having CBR 8%) obtained from approved approved areas for all leads from Complex Limit including excavation of earth at approved areas, clearing and stripping at approved areas (if necessary) loading, unloading, transportation etc., clearing and stripping as per specifications, uprooting of vegetation, roots and disposal of the shrubs, bushes, roots etc., breaking clods, spreading in layers not exceeding 20 cm loose thickness, watering, ramming and compacting with road roller to give at least 97% of laboratory dry density with heavy compaction as perIS:2720 Part-VIII, providing testing apparatus and testing the degree of consolidation, dressing and leveling, etc. complete including disposal of allunserviceable materials if any within the boundary limit for all leads etc. as per drawings, specifications and directions of Engineer-in- Charge. 1644 Supplying and Laying of Wet Mix Macadam (WMM) in BASE COURSE (Section 406 of MORTH Specification of Road & Bridge works) using tough, clean, sound & durable stone aggregates including premixing the material (mixing in Plug Mill/ Pan Type Mixer), including transportation to site, laying & spreading in layers not exceeding 125 mm compacted thickness & rolling with vibratory roller 80-100 KN static weight or equivalent capacity to proper grade, camber & level with all leads & liftsetc. complete as per drawing, specifications (MORTH, EIL) & directions of Engineer-in-Charge. 1645 Supply of forged/ cast fittings 1646 Supplying the following forged fittings and flanges, conforming to piping material specifications of tender documents and delivering the same to Owners stores/workspot etc. all complete as per the directions of Engineer-in- Charge. 1647 Elbow 90 Degree for following Nominal Sizes and Piping Material Class 1648 Dia. 12 InchPipe Class A33A 1649 Dia. 3 InchPipe Class A91A 1650 Elbow 45 Degree for following Nominal Sizes and Piping Material Class 1651 Dia. 6 InchPipe Class A33A 1652 Dia. 8 InchPipe Class A33A 1653 Dia. 12 InchPipe Class A33A 1654 Dia. 3 InchPipe Class A91A 1655 Eccentric Reducer for following Nom. Dia. 1 x Nom. Dia. 2 and Piping Material Class 1656 Nom. Dia. 1 8 InchNom. Dia. 2 6 InchPipe Class A94A 1657 Equal Tees for following Nominal Sizes and Piping Material Class 1658 Dia. 12 InchPipe Class A33A 1659 Dia. 3 InchPipe Class A91A 1660 Flanges, complete with nuts, bolts, gasket etc., for following Nominal Sizes and Piping Material Class 1661 Dia. 3 InchPipe Class A91A 1662 Supplying the following spectacle blind assembly consisting of two number flanges, spectacle blind, nuts, bolts, gasket etc. complete conforming to piping material specifications of tender documents and all complete as per the directions of Engineer-in-charge. For following nominal size and piping material class 1663 Dia. 3 InchPipe Class A91A 1664 MISC. CIVIL AND STRUCTURAL WORKS FOR U/G PIPING AND OTHER CIVIL WORKS 1665 Providing and laying brick masonry with locally available bricks of specified class (Brick of class lower than specifiedshall not be accepted) in cement mortar 1:4 (1 cement : 4 Coarse sand) in one or more brick thickness and in any shape in foundation and plinth for valve pits, drains, circular/square maholes, wing walls, etc. including providing recesses, openings, etc. including curing, finishing the joints flush below ground level and raking out joints in plinth with all labour and material, etc. complete as per drawings, specifications and direction of Engineer-in-Charge.For following Brick Class. 1666 All materials including cement supplied by the Contractor and Following Brick Class 1667 Brick Class 5 1668 Providing 13mm thick average cement plaster in cement mortar 1:3 (1 cement: 3 sand) on brick walls/stone masonry/pitching or on concrete surfaces for manholes, valves pits, culverts, wing walls, etc. including cleaning and preparation of the surface, scaffolding, curing etc. for all depths and heights complete as per drawings specifications and direction of Engineer-in-Charge. 1669 All materials including cement supplied by the Contractor. 1670 MISCELLANEOUS ITEMS 1671 Supply and installation of combined safety shower and eyewash units as per spec. no.6-66-0038, including providing and fixing of necessary foundation bolts in foundations/ pavement etc. complete. Each safety shower shall have proper sign board with florescent letters showing their location, all complete as per specification, drawings and direction of Engineer-in-charge. 1672 Supplying & Laying 60mm thick interlocking Paver Blocks for footpaths and any other place etc. including providing 40 mm thick sand filling below Paver Blocks including compaction of sand layer, filling the joints by dry sand, providing precast kerb stone of PCC M 30 at edges and at every 6.0m across the foot path, including preparation of compacted base/ sub base etc. all complete as per drawing, standard, specificationand directions of Engineer-in-Charge. (All material including cement supplied by contractor, paver blocks shall confirm to category A as per IRC SP63. Colour and shape of paver block shall be as per Owner requirement.). 1673 Modification Works 1674 MODIFICATION AND EXTRA WORKS ( IF ANY ) Cuting,bevelling,fitup,welding of different sizes of CS piping of all thicknesses in shop ,in position, on ground and at all elevations, transportation of pipes,fittings,flanges etc. from owners storage point to work site/workshop,making necessary scaffolding,consumables,machinery,tools,tackles,labour and supervision including attending to repairs for completing the work as per instructions of Engineer -in -charge 1675 Flame cutting CS piping 1676 Beveling CS piping 1677 Fit-up and welding CS piping 1678 Removal and re-installation of fire hydrant 1679 Removal and re-installation of firefighting equipment (Fire Hydrant), including isolation valve and transporting the equipment, valve, flanges from removal point to work spot, and fixing of nuts, bolts, washers, gaskets as needed for fixing the equipment with matching flange etc. complete, including plugging the existing branch with blind flange as per specification, drawings and directions of Engineer-in-charge. (Pipes and fittings shall be supplied by owner as free issue material) 1680 NDT Testing 1681 RADIOGRAPHY :- Performance of radiographic inspection on piping of all types & thicknesses including providing or hiring of all necessary equipment and whatever else even though not expressly mentioned but required to perform the work as per specificationsand instructions of Engineer-in-Charge. Radiographs shall be submitted to the Engineer-in-charge. (Repeat Radiography due to defective radiograph on repaired joints due to Contractors fault and for additional radiography necessitated due to poor performance of contractors welders shall be done at contractors cost) Note: Unit for radiography quantity is Nos of circumferential weld joints. 1682 FOR JOINTS THK. <= 8MM (FOR CS OTHER THAN CLASS lV OF SPEC FOR NDT REQUIREMENT OF PIPING) 1683 Nominal Dia. 3 Inch 1684 Nominal Dia. 4 Inch 1685 Nominal Dia. 6 Inch 1686 Nominal Dia. 8 Inch 1687 Nominal Dia. 12 Inch 1688 Micrograding 1689 Micrograding of the area as directed to proper level, grade and camber including earthwork in excavation in all types of soils up to a maximum depth of 150mm, removing shrubs, vegetation bushes, grass etc., earth work in filling with select material from available earlier excavated soil and borrow earth (in case the select material from excavated soil is short for filling, filling shall be done with borrow earth, supply & transportation of borrow earth shall be paid separately under relevant item) up to a maximum compacted thickness of 150mm by spreading in layers not exceeding200mm loose thickness, watering, ramming & compacting with road roller or hand roller including hand ramming where road rollers or hand rollers are not accessible to give at least 90% of max. laboratory dry density as per IS:2720 part VII, including transportation, leveling, dressing, disposal of surplus earth, debris, etc. all complete as per specifications, drawings and direction of Engineer-in-charge. (Disposal areas shall be anywhere within the plant complex limit as identified by Engineer-in-Charge.) 1690 Dismantling works 1691 Removal of existing A/G piping 1692 Removal of existing A/G piping of all thickness including cutting, unbolting of flanged joints / cutting of pipe lines wherever required, removing supports, all fittings, flanges etc., cutting of pipes in appropriate lengths for transporting purpose, transporting all material to owners storage point within the complex as designated by Owner including stacking of material and disposing of waste etc. as instructed by Engineer - in - charge. 1693 For C.S. A/G Pipe of following nominal dia. 1694 Nominal Dia 8 Inch 1695 Nominal Dia 4 Inch 1696 Nominal Dia 6 Inch 1697 Nominal Dia 12 Inch 1698 Removal of existing U/G piping 1699 Removal of existing U/G piping including excavation in all types of soils except soft rock and hard rock, including supply of any additional material required so as to expose the pipes for removal / dismantling, taking all safety precautions, supporting existing U/G services, dewatering of surface / sub-surface water as required to facilitate dismantling of pipes, cutting of pipes in appropriate lengths for transporting purpose, removal of soft material from bottom of trench and compacting, backfilling with available selected earth including re-excavating the deposited soil excavated earlier, breaking clods, laying in thickness not exceeding 15cms, watering rolling and ramming by manual methods / mechanical Compactors to achieve 90% laboratory maximum dry density as per IS:2720 Part VII or 85% relative density as per IS:2720 part XIV as applicable, stacking of serviceable / unserviceable material, transporting and stacking of all piping material to Owners storage point, disposal of unserviceable material anywhere inside the complex etc. , all complete as per directions of Engineer-in-Charge. 1700 For CS Piping dismantling, Thickness <=10 mm , For following Nominal Sizes 1701 NB 2 inch - 6 inch 1702 NB 8 inch - 14 inch 1703 Portable/ trolley mounted Extinguishers 1704 Supply and installation of portable DCP ( Dry Chemical Powder Type) extinguisher including transporting to worksite, fixing in position including all accessories and all labor and material etc. complete as per drawings, specification and directions of Engineer-in-Charge. 1705 Capacity in Kg 10 1706 Supply and installation of portable CO2 extinguishers including transporting to worksite, fixing in position including all accessories and all labor and material etc. complete as per drawings, specification, data sheet and directions of Engineer-in-Charge. 1707 Capacity in Kg 4.5 1708 Capacity in Kg 2 1709 Painting of A/G pipes and valves 1710 Supply of paints and primers, preparation of surfaces and application of primer and finish paints, identification (Line numbering), lettering, colour bands, colour coding etc. as specified including rubdown and touch up of shop primer wherever required, providing scaffolding for all heights, labour, material, tools and tackles, consumables supervision etc. to complete the work in all respects as per painting specification, drawings and direction of Engineer-in-Charge for all types of un insulated piping and insulated piping as specified including all pipes, fittings, flanges, supports, valves etc. Surface preparation by blast cleaning and application of first coat of primer (inorganic zinc silicate, F9) shall be done in fabrication yard prior to erection. The identification marks of the piping and joints shall be noted before blasting and the same shall be transferred on primed surface with Polyurethane paint (F2) or as per the instructions of Engineer-in-Charge. Notes: 1. All joints (fabrication as well as erection joints) shall be left unpainted till hydro testing. 2. No extra payment shall be made for identification (line numbering etc.) of insulated and uninsulated lines. 1711 Painting of uninsulated surfaces for Industrial marine environment as per painting specification for CS piping for design temp group: -14 to 80 (Deg C) including surface preparation. For following pipe sizes 1712 Nominal Dia. 12 Inch 1713 Nominal Dia. 4 Inch 1714 Nominal Dia. 3 Inch 1715 Nominal Dia. 6 Inch 1716 Nominal Dia. 8 Inch 1717 Painting of uninsulated surfaces for Industrial marine environment as per painting specification for CS piping for design temp group: -14 to 80 (Deg C) including surface preparation. For following valve sizes 1718 Dia. Of Valve 12 Inch 1719 Dia. Of Valve 4 Inch 1720 Dia. Of Valve 6 Inch 1721 Dia. Of Valve 3 Inch 1722 Dia. Of Valve 8 Inch 1723 Fabrication and Erection of piping (underground) 1724 FABRICATION AND ERECTION OF PIPING (SPEC. NO.6-65-0030 and 6-44-0012) : Laying and joining of Carbon Steel pipes and specials underground including transportation of all material from Owners storage point to worksite, earthwork in excavation in all types of soilEXCLUDING SOFT ROCK AND HARD ROCK for pipe trenches, saddles, etc. including dewatering of rain and /or sub soil water, shoring & strutting if required, dressing of sides, levelining, grading & ramming of bottom of trench, cutting of pipes if required, fitup, edge preparation, providing corrosion protection tape coating as per specification, on pipes and specials, laying the pipes in trenches to required alignment and levels, welding the same after laying, installation of flanges, blind flanges, tapping for pressure gauges, temperature gauges and all other online instruments and fittings like elbows, reducers, tees, flanges, spectacle blinds and spacer blinds etc., as per piping material specification, fixing of nuts, bolts, gaskets and washers, welding, corrosion protection coating of field joints, cutting of road wherever required and making good the same, testing for the corrosion protection coating as per specification, cleaning and flushing by water/ compressed air, hydrostatic/ pnuematic testing of the system, flushing, backfilling the trenches with select material from available excavated soil including re-excavating the deposited soil excavated earlier, breaking clods and laying in layers of 15 cm compacted thickness, watering, compacting with mechanical means like vibro rammers etc. to 90% of dry density as per IS:2720 Part-VII, disposal of surplus earth/ unserviceable material to demarcated area anywhere within the complex limit etc. complete as per drawings, specifications and instructions of Engineer-in-Charge including connecting the pipes to manhole, including return of all unused / scrap pipe to owners storage point (Pipes and fittings shall be supplied by owner as free issuematerial.) (Depth of excavation for pipe trench shall be upto 3.0m) 1725 Carbon SteelPiping (Non IBR), Thickness <=10 mm 1726 Fabrication, For the following nominal sizes 1727 NB 2 inch - 6 inch 1728 NB 8 inch - 14 inch 1729 Erection including corrosion protection coating, for Water System (Pressure Piping), Forfollowing Nominal Sizes 1730 NB 2 inch - 6 inch 1731 NB 8 inch - 14 inch 1732 Erection including corrosion protection coating, for Waste Water Collection System (Gravity Flow), for following Nominal Sizes 1733 NB 2 inch - 6 inch 1734 Fabrication and Erection of piping (Above ground) 1735 PIPING (ABOVE GROUND): Transportation of all piping items from owners storage point to work site/workshop, fabrication including cutting, edge preparation (including grinding the edges of pipe, fittings, flanges etc. to match with the mating edges of uneven/different thickness wherever required), fitup, bending, preheating wherever required, welding, threading, and laying of pipes of all type and thickness over pipe sleepers, overhead on racks and at all elevations, connectingwith equipment nozzles, strainers, orifice assemblies, tapping for pressure gauges etc., fixing of gaskets, bolts, nuts including application of torque wherever required and all other inline instruments and fitting like elbows, reducers, tees, vents, drains, SW valves upto 1.5 NB, alignment, cleaning & flushing by water/compressed air, hydrostatic, pneumatic, vacuum, spark testing and any other type of testing as specified,draining, drying by compressed air completing all such works in all respects (including preparation of isometrics as mentioned in the scope of work for the job)as per drawings, specifications and instruction of Engineer-in-charge. (Pipes and fittings shall be supplied by owner as free issue material) 1736 Carbon SteelPiping (Non IBR), Thickness <=10 mm 1737 Fabrication, For the following nominal sizes 1738 NB 2 inch - 6 inch 1739 NB 8 inch -14 inch 1740 Erection , for Water System (Pressure Piping), Forfollowing Nominal Sizes 1741 NB 2 inch - 6 inch 1742 NB 8 inch -14 inch 1743 Supply of Carbon steel pipes 1744 Supply of Carbon steel pipes as per Piping material class including transportation of all material to owners store complete as per drawings, specifications and instruction of Engineer-in-Charge. For following nominal size and piping material class. 1745 Nominal Dia. 12 InchPiping Material Class A33A 1746 Nominal Dia. 4 InchPiping Material Class A33A 1747 Nominal Dia. 8 InchPiping Material Class A33A 1748 Nominal Dia. 6 InchPiping Material Class A33A 1749 Nominal Dia. 3 InchPiping Material Class A91A 1750 Supply and installation of valve assembly, flange assembly etc. 1751 Supply and installation of valve assembly consisting of valve, 2 no. flanges, 2 no. gaskets and 2 sets of nuts & bolts per valve assembly, erection of valve in position including fixing of nuts, bolts, gaskets, washers etc. complete as per drawings, specifications and directions of Engineer-in-Charge. 1752 Gate valve assembly for following nominal sizes and piping material class 1753 Dia. 12 InchPMS A33A 1754 Dia. 8 InchPMS A33A 1755 Dia. 6 InchPMS A33A 1756 Dia. 3 InchPMS A91A 1757 Supply and installation of valve assembly consisting of valve, 1 no. flange, 2 no. gaskets and 2 sets of nuts & bolts per valve assembly, erection of valve in position including fixing of nuts, bolts, gaskets, washers etc. complete as per drawings, specifications and directions of Engineer-in-Charge. 1758 Dia. 4 InchPMS A33A 1759 Dia. 6 InchPMS A33A 1760 Globe valve assembly for following nominal sizes and piping material class 1761 Dia. 3 InchPMS A91A 1762 Supplying the flange assembly conforming to piping material specifications and delivering the same to owners stores/ work spot etc. Flange assembly shall consist of 2 no. flanges along with one no. matching gasket and one set of matching nuts &, bolts. All complete as per specifications and directions of Engineer-in-Charge. For following nominal size and piping material class 1763 Dia. 3 InchPMS A91A 1764 Supply, Fabrication and installation of strainers 1765 Supply, Fabrication and installation of strainers as per drawingsetc. complete as per specifications and directions of Engineer-in-Charge. 1766 T-type strainers for following nominal size and piping material class 1767 Dia. 3 InchPMS A91A 1768 fire fighting equipments 1769 Supply, installation, testing and commissioning of following firefighting equipment as per relevant specifications, data sheet, drawing, including transporting the equipment to worksite, fixing of nuts, bolts, washers, gaskets, welding needed for fixing the equipment with matching flange etc. all complete as per drawings, specifications, standards, data sheet and direction of Engineer-in-Charge. 1770 Double headed landing valve 1771 First Aid hose reel wall mounted type 1772 Hose box cabinet Type-II (Wall mounted type) including all inside accessories, including all civil works, fixing in position with anchor bolts in foundations or wall 1773 Hose box cabinet Type-II (self-supporting type) including all inside accessories, including all civil works, fixing in position with anchor bolts in foundations or wall 1774 Variable flow Water cum foam monitor of 500/750/1000 GPM capacity 1775 Stand Post Type Fire Hydrant without Pumper Connection 1776 Miscellaneous Items 1777 Miscellaneous 1778 Design, engineering, procurement, supply of all materials and equipment, machinery, civil, structural, electrical, mechanical, instrumentation, piping works including painting works, tape coating on U/G piping, commissioning spares and tools/tackles as per scope of work, specifications, drawings, data sheets etc. and as per directions of Engineer-in-Charge for Auto Actuated High Velocity Spray System on Transformers including taking approval of the complete system from agency appointed by insurance company /Client. Unloading at site, handling, transportation from store to work site, storage at site, fabrication, construction, assembly at site, supply of all labour, installation, field works including civil structural, electrical, mechanical, instrumentation, piping works and supports, testing, pre-commissioning, painting, commissioning and any other activity required to complete the works in all respects including performance guarantee run, handing over to client as per enclosed scope of work, drawings, specifications, instructions to vendors, data sheets and as per directions of Engineer in- Charge. Supply of mandatory spares as per specifications enclosed list/instructions to vendor as per scope of work and specification, drawings and documents as per attached vendor data requirement for all supplies and services etc. complete.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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25.
Agriculture #9519259 Technical Bid
Tender For Construction Of Divisional Office Building Vellore At Fsd Sevur Tamil Nadu Region (Recall).; 1 Civil ( S.No.1-96) Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared 2 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and for all lift as directed by Engineer-in-Charge. a) All kind of soil. 3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 4 Supplying and filling in plinth withsand under floors, including watering, ramming,consolidating and dressing complete. 5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40mm nominal size derived from natural sources) 6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 7 Treatment of soil using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With chlorpyriphos/lindane E.c. 20% with 1% concentration 8 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;usingcoarse aggregate and fine aggregate derived from natural sources,portland pozzolana / ordinary portland /portland Slagcement,admixtures in recommended proportions as per iS: 9103 to accelerate /retard setting of concrete, to improve durability andworkabilitywithout impairing strength; including pumping of concrete to site of laying, curing,carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge;for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 1)concrete of m30 grade withminimum cementcontent of 350 kg /cuma) All works upto plinth level 9 b)All works above plinth level upto floor V level 10 Centering and shuttering including strutting, propping etc. and removal of form for all heights.a) Foundations, footings, bases of columns. etc. for mass concrete 11 b) Lintels, beams, plinth beams, girders, bressumers and cantilevers 12 c) Suspended floors, roofs, landings, balconies and access platform 13 d) Columns, Pillars, Piers, Abutments, Posts and Struts 14 Stairs, (excluding landings) except spiral-staircases 15 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.a) Thermo-Mechanically Treated bars of grade Fe-500D or more 16 Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 17 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : a)Cement mortar 1:6 (1 cement : 6 coarse sand) 18 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. a)Cement mortar 1:4 (1 cement :4 coarse sand) 19 12 mm cement plaster a) 1:6(1 cement: 6 fine sand) 20 15 mm cement plaster on rough side of single or half brick wall of mix: a) 1:4 (1 cement: 4 fine sand) 21 20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) 22 18 mm thick moulded cement mortar band in two coats under layer 12 mm thick with cement mortar 1:5 (1 cement : 5 coarse sand) top layer 6 mm thick with cement mortar 1:4 (1 cement : 4 fine sand). 23 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shades, laid on 20mm thick cement mortar 1:4 (1 cement:4 coarse sand), jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc., complete. size of the tile 600x600 mm 24 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved brand & manufacturer, in all colours & shade, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement & matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only, laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Glazed Vitrified tiles Matt/Antiskid finish of size b) Size of Tile 600x600 mm 25 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 26 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. a)Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent 27 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : 28 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete.a) On steel work 29 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture 30 Polishing in high gloss/matt finish melamine clear polish on wood work in required color/ wooden shade texture with following process in the sequence as detailed below:1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos.2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs.3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/ grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs.4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.) 31 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 32 Finishing with Deluxe Multi surface paint system for interiors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm 33 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) 34 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 35 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding 36 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 37 Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated ‘J’ or ‘L’ hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 2 mm thick corrugated (2.5” or 4.2” or 6”) or step-down (2” or 3” or 6” ) as specified 38 Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced withgalvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware,SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleevefor fixing frame to finished wall as perIS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof Silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paidseparately.Note:- Structural design proof checked from a Government Engineering Institute,to be provided by the manufacturer for : (i) Siteswith basic wind speed > 45 m/sec as per IS 875 – Part 3(ii)Sites with structure height more than 20m for all wind speeds Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. Using R2 series with frame (40mm & above) x (40mm & above) & sash (25mm & above) x (50mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). 39 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms)fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread offlame of Class Acategorywith property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5mm tolerance indimensions i.edepth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. a)Frame size 50 x 125 mm 40 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate andnatural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimumcompressive strength50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread offlame of Class Acategory with property of being termite/borer proof, water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) a)35 mm thick 41 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Second class teak wood 42 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matchedteak 3 ply veneering with vertical grains or cross bands and face veneers on both faces ofshutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 43 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) On one side only 44 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters. 45 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured) 46 Providng & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with: 5.5 mm thick glass panes 47 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure ation & drainage and protection against fire hazard including:(b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.(c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment , including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.(d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. (e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge.The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for cupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge.Note:- 2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified boratories accreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NBL Certified laboratories (1) Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr (2) Static Water Penetration Test. (50pa to 0pa) as per ASTME- 331-09 testing method for a range up to 2000 ml. (3) Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml (4) Structural Performance Deflection and formation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm (5) Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for ualitative test. Tests to be conducted on site. (6) Onsite Test for Water Leakage for a ssure range 50 kpa to 240 kpa (35psi) upto 2000 mlNote:- 2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified boratories accreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NBL Certified laboratories (1) Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr (2) Static Water Penetration Test. (50pa to 0pa) as per ASTME- 331-09 testing method for a range up to 2000 ml. 48 Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. 49 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 50 Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). 51 Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg per sqm) instead of ordinary float glass panes 4 mm thick(weight not less than 10 kg per sqm) in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). 52 Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc. complete as per direction of Engineer-in-charge.a)200 mm 53 Providing and fixing Godrej Stainless Steel Glass to Glass Round Lock 7780 complete as per direction of Engineer-incharge. 54 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete : 125x85x5.5 mm (heavy type) 55 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 250x10 mm 56 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and pair of lever handles of approved quality with necessary screws etc. complete. 57 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less thangrade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 58 Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance ≥ 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizont al level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mmthick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thicksheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge. 59 Full ht. 75 mm. thk Solid Partitions/Semi Glazed Partitions with both side 12mm commercial plywood and 1mm thick Laminate & Providing Aluminium frame of size 50x50x1.8 mm thk (finished) comprising of horizontals and verticals at, 600 mm c/c ,vertically and horizontally fixed firmly to walls / floors / RCC roof etc. Alternate vertical members to go upto RCC ceiling and firmly fixed. Providing 8 mm thk. ISI grade plywood of approved make , finished / fixed with 1 mm thick laminate of approved make & shade fixed with adhesive , fixed on both sides of the partition framework. The laminate to be fixed with adhesive on both sides of the partition upto False ceiling level. 60 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of followingoperations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treatingsimilarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved byEngineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer ofplaster and finally finishing the surface with trowel with neat cement slurry and making patternof 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : 22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65 mm. 61 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. 62 Providing & applying patterened texture work on extrenal wall with birla or equivalent brand putty on plastered surface as approved by Engineer-in-Charge, 63 Providing and fixing of FRP Security Cabin in Size of 2.5x2.5x2.5m with M.S frame structure and covered by FRP Pannel and FRP Pyramid shape Plane Roof. FRP Door thick - 20mm (6x2) With, ALdrop, Handel, & 3 Nos. SS Ingies.Inside & Outside writing Counter, Size- L-4x W-11Electrical Point- Inside &Outside Bulb Point, 1plug, 3 Switch,Cloth Hanger- 01Nos as per Engineer in Charge. 64 PLUMBING Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : A) W.C. pan with ISI marked white solid plastic seat and lid 65 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board, 510x1040 mm bowl depth 225 mm 66 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : (Size 600x450x200 mm) 67 Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required : White vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. 68 Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings 69 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 70 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 71 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6mm thick hard board backing:Oval shape 450x350mm (outer dimensions) 72 Providing and fixing toilet paper holder : C.P. brass 73 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete.100mm dia Sand cast iron S&S as per IS-1729 74 Providing and fixing soil,waste and vent pipes: Centrifugally cast (spun) iron socketed pipe as per IS: 3989. 75mm dia 75 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete.100mm dia Hubles centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905. 76 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete.75 mm dia Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905. 77 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. 78 Providing and fixing Chlorinated Polyvinyl (CPVC) pipes, having thermal stability for hot &cold water supply including all CPVC plain & brass threaded fittingsi/c fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes &fittings with one steps CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. Concealed work including cutting chases and making good the walls etc. 20 mm nominal Inner dia Pipes 79 Providing and fixing Chlorinated Polyvinyl (CPVC) pipes, having thermal stability for hot &cold water supply including all CPVC plain & brass threaded fittingsi/c fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes &fittings with one steps CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. Concealed work including cutting chases and making good the walls etc.25 mm nominal outer dia Pipes 80 Providing and fixing Chlorinated Polyvinyl (CPVC) pipes, having thermal stability for hot &cold water supply including all CPVC plain & brass threaded fittingsi/c fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes &fittings with one steps CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in charge. Concealed work including cutting chases and making good the walls etc. 32 mm nominal outer dia Pipes 81 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 82 Providing and placing on terrace (at all floor levels) polythylene water storage tank, IS:12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 83 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size ) , including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 84 EXTERNAL INFRASTRUCTUREConstruction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in Charge. a)With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 85 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 86 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Size of 100x0.375x0.20 87 Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). 88 Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :Screened through sieve of I.S. designation 16 mm 89 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 90 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 91 Fine dressing of the ground 92 Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge 93 Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.v 94 Providing and stacking of Plumeria acutifolia of height 120-135 cm. with 2-3 branches in HDPE bag of size 30 cm as per direction of the officer-in-charge. 95 Providing and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, Peruviana Odissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge 96 Washingtonia filifea palm stem ht. 90-105 cm with 6-7 healthy leaves lush green leaves well developed in big size HDPE Bag 97 Electrical ( S.No.97-211) Supplying of PVC/XLPE armoured cable with aluminium conductor 1.1KV Gradeconfirming to IS 7098 (part I)1988 with upto date amendments of the following size at the site of work3 1/2 X 120 Sq.mm 98 3 1/2 X 70 Sq.mm 99 4 X 25 Sq.mm 100 4 X 10 Sq.mm 101 Supplying and installing following size of perforated painted with powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required.300 mm width X 50 mm depth X 1.6 mm thickness 102 150 mm width X 50 mm depth X 1.6 mm thickness 103 Supplying and installing following size of perforated painted with powder coating M.S. cable trays bends with perforation not more than 17.5%,, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required.300 mm width X 50 mm depth X 1.6 mm thickness 104 150 mm width X 50 mm depth X 1.6 mm thickness 105 Supplying and installing following size of perforated painted with powder coating M.S. cable trays Tee with perforation not more than 17.5%, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required.300 mm width X 50 mm depth X 1.6 mm thickness 106 150 mm width X 50 mm depth X 1.6 mm thickness 107 Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required.100 mm dia 108 Supplying and fixing of light class G.I. pipe of 100 mm dia.(nominal) 3 metres length along the pole for protection of under ground cable as required. 109 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation and refilling the trench as required but excluding sand cushioning and protective coveringUpto 35 sq. mm 110 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.Above 95 sq. mm and upto 185sq. mm 111 Up to 35 Sq mm 112 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required.Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp) 113 Upto 35 sq. mm (clamped with 1mm thick saddle) 114 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size on cable tray as requiredAbove 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp) 115 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) 116 Upto 35 sq. mm (clamped with 1mm thick saddle) 117 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3½ X 120 sq. mm (45mm) 118 3½ X 70 sq. mm (38mm) 119 4 X 25 sq. mm (28mm) 120 4 X 10sq. mm (25mm) 121 Supplying and fixing hot press molded SMC box of size 140x140x95 mm outside with suitable clamps to the wall/pole/truss/GI Pipe, including providing and fixing of 3 way connectors of suitable rating ,providing and fixing 6A C curve MCB, terminating the incoming and out going cables /wires (but with out end termination glands) making connections etc. as required 122 Supplying and fixing of follwing way sueface / recess mounting vertical type , 415 V , TPN MCB distribution board of sheet steel, dust protected , duly painted , inclusive of 200 A tinned copper bus bar , common neutral link , earth bar , for mounting MCBs (but without MCBs and incomer ) as required4 way ( 4 + 12 ) , Double door 123 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But withoutMCB/RCCB/Isolator)8 way (4 + 24), Double door 124 6 way (4 + 18), Double door 125 4 way (4 + 12 ), Double door 126 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole 127 Triple pole 128 Supplying and fixing following rating, four pole, 415V isolator in the existing MCB DB complete with connection , testing and commissioning etc. as required 40A 129 63 A 130 Providing and fixing following rating and breaking capacity and pole MCCb with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel making connections , etc as required100 A, 30 KA, FP MCCB 131 Supplying & fixing suitable size GI box with modular plate and cover in fornt on surface or in recess including providing and fixing 25A modular socketoutlet and 25A modular SP MCB , Ccurve includingconnections , painting etc , as required . 132 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group C 133 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 134 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 135 4 X 2.5 sq. mm + 2 X 2.5 sq. mm earth wire 136 4 X 4 sq. mm + 2 X 4 sq. mm earth wire 137 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 138 Supply and Fixing suitable size GI box with modular plate and cover in front on surface or in recess, inculing providing and fixing 3pin 5/6 A modular socket outlet and 5/6 modular swith connections etc.as required . 139 Supply and Fixing suitable size GI box with modular plate and cover in front on surface or in recess, inculing providing and fixing 6pin 5/6 A & 15/16 modular socket outlet and 5/6 modular swith connections etc.as required . 140 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.5/6 A switch 141 3 pin 5/6 A socket outlet 142 15/16 A switch 143 6 pin 15/16 A socket outlet 144 Telephone socket outlet 145 RJ45 computer socket cat 6 146 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.8 Module (125mm X 125mm) 147 6 Module (200mm X 75mm) 148 1 or 2 Module (75mm X 75mm) 149 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.25 mm 150 Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required.1 run of cable 151 2 run of cable 152 3 run of cable 153 Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required.1 Pair 154 2 Pair 155 Earthing with G.I. earth plate 600 mm X 600 mm X 6mm thick including accessories, and Providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre longetc . With charcoal coke and salt as equired 156 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 157 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess For connections etc. as required. 158 Providing and fixing 6 SWG dia G.I. wire on surface or in recess For loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required. 159 Earthing with copper earth plate 600 mm X 600 mm X 3mm thick including accessories, and Providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre longetc . With charcoal coke and salt as equired 160 Providing and fixing 4.00 mm dia copper wire on surface or in recess For loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required. 161 Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I tube, having single prong at top, with 85 mm dia 6 mm thick . base plate including holes etc. complete as required. 162 Jointing copper / G.I tape (with another copper / G.I tape, base of the final or any other metallic object ) by riveting / nut bolting / sweating and soldering etc as required 163 Providing and fixing G.I tape 20mm X 3mm thick on parapet or surface of wall For lightning conductor complete as required (For horizontal run) 164 Providing and fixing G.I tape 20mm X 3mm thick on parapet or surface of wall For lightning conductor complete as required(For vertical run) 165 Providing and fixing testing joint , made of 20 mm X 3 mm thick G.I. strip , 125mm long , with 4 Each. of G.I bolts, nuts, chuck nuts and spring washers etc. complete as required. 166 Providing and laying G.I. tape 32 mm X 6 mm from earth electrode directly in ground as required . 167 Supplying, installation, Testing and commissioning of 90W LED Street light fittingmade up of pressure die cast aluminium housing with high efficiency LEDs as lighting source and lens embedded PC cover having TOP Opening seperate driver compartment with IP66 protection and impact resistance of IK07 in the existing streetlight pole with suitable clamps and nut bolts including giving connection etc., at site of work as required 168 Supplying, installation, Testing and commissioning of 36 watt 2X2 LED flat panel recess mounting luminaire with high brightness LED as light source, suitable for Armstrong/Grid ceiling and fixing on ceiling with suitable hanging chains, clamps and nut bolts including giving connection testing etc., at site of work as required 169 Supplying, installation, Testing and commissioning of 12 watt Round surface mounted LED panel light fitting made of pressure die-cast aluminium luminaire and high translucent frosted plastic diffuser and fixing on ceiling with suitable clamps and nut bolts including giving connection etc., at site of work as required. 170 Supplying, installation, Testing and commissioning of 18 watt Round surface mounted LED panel light fitting made of pressure die-cast aluminium luminaire and high translucent frosted plastic diffuser and fixing on ceiling with suitable clamps and nut bolts including giving connection etc., at site of work as required. 171 Supplying, installation, testing andcommissioningof 20W LED T8 tubelight with Al body, PC diffuser and inbuilt driver along with Highly robust box type luminare suitable for single T8 LED tube and fixing on wall/ceiling by using necessary clamps etc., at the site of work as required 172 Supplying, installation, testing and commissioning of 20W LED tube alongwith Industrial Batten of Environmental friendly, long life, corrosion resistant, impact proof, surface mounting IP66 luminaire with PC housing & opal finish cover suitable for single T8 LED tubelight and fixing on wall/truss by using necessary clamps etc. as required 173 Supply and fixing of7W LED surface mounted LED mirror light luminarie complete and fixing on wall by using necessary clamps etc., at the site of work as required 174 Supplying, installation, Testing and commissioning of 24 watt square surface mounted LED panel light fitting made of pressure die-cast aluminium luminaire and high translucent frosted plastic diffuser and fixing on ceiling with suitable clamps and nut bolts including giving connection etc., at site of work as required. 175 Supplying, installation, Testing and commissioning of 40 watt LED 5700K Post top lantern IP65 with high power LEDs as light source and fixing on pole with suitable clamps and nut bolts including giving connection testing etc., at site of work as required 176 Supply and fixing of 10W pressure die cast aluminium housing Bulk Head LED fitting with IP66 protected withPVC unsheathed copper leads from terminals to the fitting and fixing on ceiling with suitable clamps and nut bolts including giving connection etc., at site of work as required. 177 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise = 75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. (DSR Item for BEE 5 star rated Ceiling fan with Brush Less Direct Current (BLDC) motor 178 Supplying and fixing of single phase, 230V,50Hz, 1800 rpm, 200mm dia sweep, 5 blade Exhaust fan with bird screen for protection against birds & Foreign material and fixing on the wall surface including giving connections etc. at site of work as required 179 Supply of 6 mtr high hot dipped galvanised octagonal poles with 130 mm bottom dia and 70 mm top dia made up of 3mm thick HT sheet along with base plate of size 200x200x16 mm thick along with 4 nos of M20x600 mm high J type 8 EN grade foundation bolts along with template to fix the pole to the foundation and supply of 1 mtr long hot dipped galvanised single arm bracket made up of 40NB dia GI pipe suitable to mount on pole having top 70 mm dia for mounting the street light fixture 180 Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregrate 40mm nominal size) foundation including excavation and refliing etc. as required 181 Supply, installation, testing and commissioning of following minimum capacity 4-way flow VRV/VRF Cassette Type Indoor ceiling mounted unit equipped with synthetic washable media pre-filter, fan section with low noise fan/dynamically balanced blower, multispeed motor, coil section with DX Copper coil, electronic expansion valve, outer cabinet, drain pump, grill, necessary supports, vibration isolation, cord less remote control etc., suitable for operation on single phase 230 V ± 10%, 50Hz AC supply, complete, as required. The cooling capacity of indoor unit will be at air inlet conditions of 27 Degree C DB and 19 Degree C WB temperature.1.2 TR 182 2.0 TR 183 2.8 TR 184 Supply, Installation, Testing and Commissioning of 1.5 Ton/4500 Kcal/hr, 5 Star Rating Inverter technology High wall split type Air Conditioner with minimum of 3 metre length of copper Refrigerant piping with insulation and electrical cable complete with indoor unit (IDU), Outdoor unit (ODU) suitable For 230V +10% of 50 Hz, single phase AC supply and Fixing on the wall surface including giving connections etc. at site of work as required 185 Supply Installation, Testing & Commissioning of modular type Variable Refrigerant Flow/Variable Refrigerant Volume air cooled Outdoor units suitable for cooling and heating, having all hermetically sealed inverter type Scroll Compressor(s), minimum two compressors for above 14 HP modules, microprocessor based Controller, top discharge type condensing unit(s), with R 410 A Refrigerant, vibration isolators, with suitable foundation etc. complete as required. The unit shall deliver the rated capacity at AHRI Conditions and work even at 50°C ambient temperature without tripping. The unit shall be suitable to work on 400V +/- 10%, 3 Phase, 50Hz AC power supply. The unit shall be filled with first charge of the refrigerant and ready for use as required. The COP at AHRI conditions shall not be less than 3.1 and IEER not less than 6.5. 186 Supply, Installation, testing and commissioning including vaccumiazation and Nitrogen testing of following nominal sizes of hard drawn copper refrigerant piping for VRV/VRF system, complete with fittings, with suitable adjustable ring type hanger supports, jointing/brazing including accessories, insulated with XPLE Class-O tubular insulation/with Class-O closed cell elastometric nitrile rubber tubular sleeves sections of specified thickness as given below for Suction and Liquid lines, all accessories as per specifications etc. as required19 mm dia (OD) (Hard drawn) with tube thickness 1.2mm with 19mm thick insulation 187 34.9 mm dia (OD) (Hard drawn) with tube thickness 1.62 mm with 19 mm thick insulation 188 Supply and fixing of FP sheet enclosure on surface/recess along with 63A FP C curve MCB complete with connections, testing and commissioning etc. as required 189 Design, Fabrication,Supplying, Installation, Testing and commissioning of Dust and vermin proof Cubicle type LT panel boardsuitable For 3 Phase,415V,50 Hz 4 Wire AC Supply System fabricated in compartmentalized System made out of 14 SWG CRCA Sheet Steel and painted with powder coating in approved shade and comprising of the following:Complete with aluminium busbars ofadequate capacity For Phases & neutral (min. of 250A), Suitable M.S Angle Base Frame, cable alley, interconnections control wiring, including incoming and outgoing cables connections etc as required at site of work and as directed by the Engineer in charge. 190 Design, Fabrication, Supplying, Installation, Testing and commissioning of 315A near by control box with 4 pole 315 A MCCB switch with front handleDust and vermin proof Cubicle type LT panel boardsuitable for 3 Phase,415V,50 Hz 4 Wire AC Supply System fabricated in compartmentalized System made out of 14 SWG CRCA Sheet Steel and painted with powder coating in approved shade and comprising of the following:Complete with aluminium busbars ofadequate capacity for Phases & neutral (min. of 250 A), Suitable M.S Angle Base Frame, cable alley, interconnections control wiring, including incoming and outgoing cables connections etc as required at site of work and as directed by the Engineer in charge 191 Design, Fabrication, Supply, installation, testing and commissioning of 30KVAR Automatic power factor correction panel (APFC) with 6steps of capacitor switching cubicle type, free standing, Powder coated, 14 SWG CRCA sheet steel,enclosed separate compartment For each capacitor, front operated, indoor type dust and vermin proof, hinged, lockable doors, electrolytic grade aluminium bus bars, with SMC /DMC insulator supports, Digital volt meter, Ammeter with selector switch, 6 stage Digital Automatic power factor correction,( APFC ), Auto / Manual selector switch, cluster LED typeindicators, in the incomer,complete with electrolytic grade aluminium bus bars. capacStart, Stop, push buttons, internal wiring, colour coding, ferrules, cable gland plates, Aluminium earth bus For the entire length of the panel with bonding to earth and painting,Panel mounting MS Channels, fasteners, etc., including all associated control wiring and interlocking circuitry, MV panel sensing CT interconnecting wiring etc., complete 192 Supply, Erection, testing and commisioning of 82.5KVA/66 KW Diesel Generating Set (as per the latest CPCB IV+ norms) comprising of Water Cooled, 4 cylinder Diesel engine developing minimum of 102 BHP with electric start compression ignition 4 stroke designed to run continuously at at 1500 RPM. Coupled to Alternator rated at 1500 rpm, 415 Volts, 0.8 power factor, 50 Hz, three phase supply, self-excited and self-regulated, brushless, floor mounted with ball or bearings on end shields and fuel Tank of minimum 150 Ltrs capacity with Standard Control Panel with Breaker, Batteries and Acoustic Enclosure including Transportation, loading-Unloading, UG cable laying from generator to panel, earth strips connections etc., at the site of work as required (Model should have minimum 2 year warranty) 193 Supply, Installation, Testing and Commissioning of 15kVA DOUBLE CONVERSION 3 phase input,3 phase output True Sinewave ONLINE UPS with 0.99 power factor including stand along with supply and erection of 12V/26AH SMF Batteries (30mis back up) of 30 nos.including providing necessary connections etc. complete as required 194 Supplying, fixing and testing of CO2 fire extinguisher of 4.5 kg capacity with hose and horn confirming to relevant ISI specification including fixing on suitable wall mount bracket/ clamp/ hook and nuts,bolts etc., at the site of work as required. 195 Supplying, fixing and testing of ABC Fire Extinguishers Filled with Mono Ammonium Phosphate Dry Powder of 10 kg capacity suitable For all Types of Fires confirming to relevant ISI specification including fixing on suitable wall mount bracket/ clamp/ hook and nuts,bolts etc., at the site of work as required. 196 Supplying, fixing and testing of ABC Fire Extinguishers Filled with Mono Ammonium Phosphate Dry Powder of 6 kg capacity suitable For all Types of Fires confirming to relevant ISI specification including fixing on suitable wall mount bracket/ clamp/ hook and nuts,bolts etc., at the site of work as required. 197 Supplying and fixing of MS angle fire bucket stand with 03 Each fire buckets of 10 litre capacity, at the site of work as required. 198 Supplying, installation, testing and commissioning ofsmoke detection system with minimum of 36 Each conventional type photo-electric smoke detectors, 2x1.5 sq.mm fire resistant armoured cable(red colour), 6 Each Manual Call points, 6 Each Hooters complete with 2 zone fire alarm panel etc at site of work as required 199 Supply, Installation, Testing and commissioning of 16 channel 4 SATA NVR, with 4T Hard Disk Drive 1 Each, New logical and visualized GUI design Dual-OS design to ensure high reliability of system running, ANR technology to enhance the storage reliability when the network is disconnected,Configurable normal or hot spare working mode to constitute an N+1 hot spare system Video Input and Transmission, Connectable to the third-party network cameras Compression and Recording, H.265+ compression effectively reduces the storage space by upto 75%, Full channel recording at up to 12MP resolution HD Video Output HDMI1 / VGA1 outputs provided HDMI1 Video output at up to 4K ( 3840 × 2160 ) resolution Storage and Playback, Upto 16 SATA interfaces and 1 eSATA interface For HDD connection, Support upto 10TB capacity For each HDD, Smart search For efficient playback. and smart playback to improve the playback efficiency, Supports VCA search For fire/ship/temperature /temperature difference detection triggered video files, POS inFormation overlay on live view and playback, POS triggered recording and alarm Network & Ethernet Access Hik-Connect For easy network management, 2 Gigabit Ethernet network interfaces 200 Supply ,Testing and Commissioning of 4MP Infra Red Dom Camera and fixing the same on wall/ceiling including providing necessary connections etc. complete as required 201 Supply of 8MP, Internet Protocol fixed BULLET CAMERA with following specification:●1/2.5 Progressive Scan CMOS, ● 3840 × 2160 @15 fps,2.8/4 mm fixed lens,01 lux @ (F1.2, AGC ON), 0.028 lux @(F2.0, AGC ON), 0 lux with IR, H.265+, H.265, H.264+, H.264, 2 Behaviour analyses ( Line crossing detection, intrusion detection)● Face Detection ● 120dB WDR, ● BLC/3D DNR/ROI, IP67 complied●On-board Storage -Built-in micro SD/SDHC/SDXC card slot, up to 128 GB,● Shutter Speed 1/3 s to 1/100,000 s, ● 3-Axis Adjustment Pan: 0° to 360°, tilt: 0° to 100°, ● rotate: 0° to 360°, 2.8 mm, ● horizontal FOV: 102°, vertical FOV: 53°, diagonal FOV: 124°, ●Lens Mount M12 ● IR Range I5: up to 50 m, ● Image Settings Rotate mode, saturation, brightness, contrast, sharpness adjustable by client software or web browser, ● Power Consumption and Current-12 VDC, 0.7 A, max. 7.5W PoE: (802.3af, 36V to 57V), 0.3 A to 0.2 A, max. 9W● Camera out fitted with metal housing so as to prevent the lens from damages during physical abuse 202 Supply, Installation, Testing and Commissioning of 55 smart LED TV with following specifications a) Full HD 1920 x1080 (4K monitor) b) IPS panel c) Slim back light LED module d) 900 PMI e) Triple XD engine f) Dynamic scanning g) ANRh) True colour generatori) 8modes of picture j) picture wizardIII k) Real cinema 24P l) HDMI -3Each m) USB -3Each n) Built in LAN o) Magic remotep) Dimension 1242 x 724 x 55.1min(37) 203 Supply, laying and termination of high quality Un- Armoured Optical Fiber (48 Fibers) along with the all accessories connectors, switches etc complete as required 204 Supply, fixing and termination of high quality rack mounted type patch panel with one number of 24 port switch, fixing frames, links and interconnections, necessary accessories etc., all complete as per specifications, drawings and / or as directed by the Engineer 205 Supply, fixing and termination of high quality floor mounted type 24U floor mountable powder coated Rack with 3x5A Power Manager, 1 position fan, min 1 nos of shelf, Front Glass double door with Lock & key with suitable network port switch, fixing frames, links and interconnections, necessary accessories etc., all complete as per specifications, drawings and / or as directed by the Engineer in charge 206 Supply, Installation, Testing and Commissioning of ongrid Solar Photovoltaic Power Plant conforming to MNRE specifications as amended, consisting of Mono/Poly Crystalline silicon solar cells, net metering facility, necessary protections, earthing, mounted on Aluminium/GI structure of suitable strength with followingcomponents complete as required:-a) Solar Photovoltaic Module of capacity 330 Wp or above, manufactured in India, conforming to IS 14286/IEC 61215, IS/IEC 61730-Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 16.5%. PV modulesused in solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years.b) Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 400 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate AC Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 degree C. The PCU shall adjust thevoltage and frequency level to suit the Grid Voltage Frequency.c) Data Monitoring System complete with accessories.d) Fixing of Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugsand other accessories etc. as required.e) Lightning and surge voltage protection.f) Connections & Interconnections by supplying & fixing required size XLPE insulated copper conductor 1.1 kV grade armoured power and control cables between solar modules, main power cable to grid supply PCU unit along with supplying & fixing of necessary channel/conduit lugs and other accessories etc. as required. 207 Supply, Erection, Testing and Commissioning of new 160 kVA, 11kV/433V, 3-Phase, 50 Hz, ONAN Cooled, Copper wound Transformer with Energy Efficient level-I, Dyn11 vector group, first fill of oil, Bushing on HT side & Cable box on LT side, off circuit tappings of +5% to -10% in steps of 2.5% with standard fittings confirming to IS 1180, including transportation of the machine from OEM factory to site, mechanized mounting of transformer in the DT structure, providing necessary cable end terminations (LV side), connection of 4 SWG copper down conductor (HV side), body and neutral earth connections, insulation resistance testing and certification of the same etc. as required 208 Providing new service connection to the Divisional Office building by preparation of drawings, coordinating with EB, deposit amount/ statutory charges to be paid to EB for supply and fixing of poles/DT structures, overhead ACSR conductors, associated accessories, including any additional works as per the instruction of EB/FCI engineer-incharge etc. as required. (Deposit Amount/Statutory Fees will be paid by FCI as per actual only) 209 Supplying and drawing of Multicore Round PVC insulated and FR PVC Round Sheathed, Copper Conductor (flexible) industrial cable, 1100 Volts, conForming to IS: 694in the existing surface/ recessed steel/ PVC conduit as required.3 x 1.5 sq. mm 210 Supply,erection and testing & commisioning of 2HP submersible pumpset in theOpen borewell of capacity of 4800 LPH @ 265Ft, max. total head of 280 Ft pumps fitted with bronze impellers and having delivery size of 40mm - 430V along with 3mts cable and manufactures standard control panel which is mandatory and as directed by the officer incharge. 211 Supply of 2m x 1m x 3mm thick corrugated rubber mat as required conforming to relevant ISI specification suitable for electrical application
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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26.
Housing Urban and Rular Development #9481195 Technical Bid
Tender For Special Repair Work At Jnv Gaya-I (Bihar) - SCHOOL BUILDING 2 Structural Repair & Retrofitting 3 Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 4 50mm average thickness 5 25 mm average thickness 6 Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. 7 Bars upto 12 mm diameter 8 Cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of Engineer in charge. 9 Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineerin- Charge 10 Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 11 25mm thick in Grade M 25 with cement content not less than 330 kg per cum 12 50mm thick in Grade M 25 with cement content not less than 330 kg per cum 13 Re-Baring of MS bar 10 mm dia with Fisher Chemical including drilling of hole, cleaning, and fixing of bar complete as per direction of Engineer-in-Charge. 14 Expansion Joint Treatment 15 Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to its components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in- Charge. (Material shall confirm to ASTM 6063). 16 Floor Joint of 100 mm gap 17 Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints Systemsuitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063). 18 Wall Joint of 100 mm gap 19 Providing and fixing of expansion joint system of approved make and manufacture for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates as per ASTM B221-02. The system shall be such that it provides water tight roof to roof /roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063.) 20 Roof Joint of 100 mm gap 21 Repairs to Roof 22 Repairs to plaster of thickness 12 mm to 20 mm in patches with epoxy based dampgaurd (Dr. Fixit Make), including cutting the area of plaster in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.With cement mortar 1:4 (1 cement: 4 coarse sand) 23 Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 24 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete.The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :3 mm thick 25 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. 26 Dismantling roofing including ridges, hips, valleys and gutters etc.,and stacking the material within 50 metres lead of: 27 Asbestos Cement sheet 28 Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.0.80 mm thick with zinc coating not less than 275 gm/m* 29 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 30 Repair to Toilets + Plumbing Works 31 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 32 For thickness of tiles 10 mm to 25 mm 33 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Glazed Vitrified tiles Matt/Antiskid finish of size of Tile 600 x 600 mm 34 Providing and fixing Ist quality Glazed vitrified tiles polished finish of size 600 x 600 mm tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 35 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. (The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.) 36 Providing and filling of cinder in sunken portion. 37 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 38 75 to 80 mm dia pipe 39 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : 40 15 mm to 40 mm nominal bore 41 Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge: 42 Up to 150 mm diameter 43 Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge. 44 Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 45 Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. 46 Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer- charge : 47 Rectangular manhole 90x80 cm and 45 cm deep 48 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 49 110 mm diameter 50 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 51 a) Coupler 52 110 mm 53 b) Bend 87.5° 54 110 mm bend 55 Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 56 75 mm diameter pipes 57 100 mm diameter pipes 58 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 59 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 60 Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mmC.P. brass waste of standard pattern including cutting & making good the walls wherever required. 61 a)Flat back wash Basin size 550x400 mm with single 15mm C.P. brass pillar tap. 62 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. 63 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 64 a) 32mm dia (for wash basin) 65 b) 40mm dia (for sink and urinal) 66 Providing & fixing C.P. Brass Waste Coupling for PVC waste Pipe. 67 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382.The Pipes will be supported with threaded G I rods & U clamps with nuts, washers etc on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 68 110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 69 75 mm dia (Wall Thickness - 3.2 to 3.8 mm) 70 Providing & fixing UPVC Floor trap of self cleansing designwith stainless steel grating complete in all respects. 71 Multi Floor Trap (5 Ht) with height raiser and branch saddle strip of 50/75 mm outlet 72 Plain Floor Trap (4 Ht) with 50 / 75 outlet and with height raiser 73 P-Trap type Floor Trap 110 x 75 mm 74 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 75 Providing & fixing of SS Floor Cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. 76 Providing and fixing 100 mm sand cast Iron grating for gully trap. 77 Providing & fixing soil, waste and vent pipes. 78 a) 100mm dia centrifugally cast iron S & S pipe. 79 b)75mm dia centrifugally cast iron S & S pipe. 80 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc. 81 a) for 100mm dia pipe. 82 b) for 75mm dia pipe. 83 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 84 a) 100mm 85 Sand cast iron S&S as per IS - 3989 86 b) 75mm 87 Sand cast iron S&S as per IS- 3989 88 Providing and fixing plaincast iron S & S sanitary bend. 89 a) 100mm 90 Sand cast iron S&S as per IS - 1729 91 b) 75mm 92 Sand cast iron S&S as per IS - 3989 93 Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 94 a) 100x100x100mm 95 b) 75x75x75mm 96 Providing and fixingcast iron terminal guard. 97 a) 100mm 98 b) 75mm 99 Providing & fixingcast iron coller. 100 a)100 mm 101 Sand cast iron S&S as per IS - 3989 102 b)75mm dia. 103 Sand cast iron S&S as per IS - 3989 104 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 105 a) 100mm 106 b) 75mm 107 Providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 108 a) 100mm inlet & 75mm outlet. 109 Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2 BSP thread and shapes, weighing not less than 60 gms. 110 Providing and fixing PTMT urinal cock of approved quality and colour. 111 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms 112 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 113 15 mm nominal outer dia Pipes 114 20 mm nominal outer dia Pipes 115 25 mm nominal outer dia Pipes 116 32 mm nominal outer dia Pipes 117 Providing and fixing brass stop cock of approved quality. 118 15 mm nominal bore 119 Providing and fixing gun metal gate valve with wheel of approved quality. 120 a) 25mm dia nominal bore 121 b) 32mm dia nominal bore 122 Providing and fixing ball valve (brass) of approved quality complete.(High or low pressure with plastic floats). 123 a) 25mm. Nominal bore 124 Providing and fixing 30 cm long unplasticised PVC connection pipe with brass unions. 125 a) 15mm nominal bore 126 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 127 a) 15mm nominal bore 128 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation 3concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 129 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 130 Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 131 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 132 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 133 a) 15mm nominal bore 134 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 135 a) 15mm nominal bore 136 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 137 15mm nominal bore 138 Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 139 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 140 25mm nominal bore, weighing not less than 62 gms 141 Cutting holes up to 30x30 cm in walls including making good the same: 142 With common burnt clay F.P.S. (non modular) bricks 143 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 144 Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. 145 Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : 146 Rectangular manhole 90x80 cm with rectangular cover600 x 450 mm of grade LD - 2.5 147 Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) 148 Repair to Plaster and Plinth Protection 149 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 150 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 151 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 152 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 153 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge. 154 With cement mortar 1:4 (1cement: 4 coarse sand) 155 12mm cement plaster of mix : 156 1:6 (1 cement : 6 course sand) 157 6mm cement plaster to ceiling of mix : 158 1:3 ( 1 cement : 3 fine sand) 159 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 160 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 161 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 162 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 Old work (one or more coats) 163 Old work (one or more coats) 164 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 165 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 166 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade 167 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm)over existing cement paint surface 168 Repairs to Door / Windows 169 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 170 Of area 3 sq. metres and below 171 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 172 Of area 3 sq. metres and below 173 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) 174 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 175 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 176 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 177 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coatwith approved steel primer all complete 178 Fixed to steel windows by welding 179 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete 180 300 mm weighing not less than 200gms. 181 250 mm weighing not less than 150gms. 182 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 183 100X58X1.90 mm 184 Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 185 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 186 300 x 10mm 187 200 x 10mm 188 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 189 125 mm 190 Providing and fixing factory made PVC Door shutter made of solid foam PVC profiles of thickness 5 mm and 15 mm at edges integrally extruded for vertical style and horizontal (top / bottom / lock) rails of minimum cross section of 70mm x 28mm, of shape and design as per manufacturers specifications having homogenous fine cellular structure and smooth integral outer skin, inserted with G.l. C section/ rectangular tube profile of minimum 0.30 mm thickness with 120 gsm coating as stiffeners as per manufacturers specifications Mitered cut joints for styles and rails provided with telescopic polymeric L corners are joined together using solvent adhesive and strengthened with fully threaded stainless steel screws (of required size) through reinforcement stiffener with paneling of specified solid foam PVC board / high pressure laminate of required thickness and of approved design and shade (matching the styles and rails), secured within styles and rails with specially designed solid foam PVC moulded headings of required size using PVC solvent adhesive / cement. The finished door shutter including SS hardware, 1 no. SS sliding door bolt 200 x 10mm, 1 no. SS tower bolt 200 x 10mm and 2 nos. SS handles 125 mm, shall be fixed to frame with 3 Nos. stainless steel hinges of minimum size 100x58x1.9mm and stainless steel screws of required size complete as per direction of the Engineer-in-Charge.(Cost of above hardware is inclusive in rates) 5 mm thick solid foam PVC panel of required size with moulded/extruded beading of appropriate design shape and size as per manufacturers specifications (to secure the panel insert tight in place within the style and rails of the shutter)matching the color &shade of shutter frame - Non decorative type. 191 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 192 Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 193 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 194 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 195 Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 196 4.0 mm thick glass panes 197 Applying priming coat : 198 With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood. 199 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 200 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 201 Two or more coats on new work 202 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 203 One or more coats on old work 204 Repairs to Flooring 205 Miscellaneous 206 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 207 In cement mortar 208 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 209 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). 210 Centering and shuttering including strutting, propping etc. and removal of form for all heights : 211 Edges of slabs and breaks in floors and walls 212 Under 20 cm wide 213 Centering and shuttering including strutting, propping etc. and removal of form for all heights : 214 Suspended floors, roofs, landings, balconies and access platform. 215 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 216 Thermo-Mechanically Treated bars of grade Fe-500D or more. 217 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 218 Cement mortar 1:6 (1 cement : 6 coarse sand) 219 Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 75 in superstructure above plinth level up to floor V level. 220 Cement mortar 1:4 (1 cement :4 coarse sand 221 Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. 222 Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 223 ELECTRICAL WORK OF SCHOOL BUILDING 224 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. 225 Group C 226 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. 227 Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 228 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 229 2X1.5 sq. mm + 1 X 1.5 sq. mm earth wire 230 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 231 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 232 Rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable and 1.5 sq.mm. FR PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. 233 Group C 234 Rewiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable and 1.5 sq.mm FRLS PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/PVC conduit including dismantling as required. 235 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 236 2 x 1.5 sq. mm 237 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 238 25 mm 239 32 mm 240 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 241 100 mm X 100 mm X 60 mm deep 242 150 mm X 75 mm X 60 mm deep 243 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 244 Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (For light plugs to be used in non residential buildings). 245 Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 246 Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 247 Supplying and fixing brass batten/ angle holder including connection etc. as required. 248 Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required. 249 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 250 6 way, Double door 251 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 252 4 way (4 + 12), Double door 253 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 254 Single pole 255 Single pole and neutral 256 Triple pole 257 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 258 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 259 Earthing with G.I. earth pipe 4.5 Mtr long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 260 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 Mtr long etc. with charcoal/ coke and salt as required. 261 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 262 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 263 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. 264 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 265 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 266 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover 3on the fan box etc. as required. 267 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 268 Upto 450 mm sweep 269 Supply of 15W SURFACE MOUNTED ROUND LED with all accessories as per standard item.. 270 Supply of 20W SURFACE MOUNTED ROUND LED with all accessories as per standard item..(Such as Panasonic ADL04R206 or Equivalent). 271 Supply of 15W WALL BRACKET LED BULB with all accessories as per standard item..(Such as Panasonic PBUM01157 or Equivalent). 272 Supply of 20W SURFACE MOUNTED LED TUBE with all accessories as per standard item..(Such as Panasonic PBTM01207 or Equivalent). 273 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 274 Supplyof AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting FRLSame and other accessories etc.complete 275 450 mm sweep 1400 rpm 276 LIGHTNING CONDUCTOR 277 Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required. 278 Fixing of lightning conductor finial (single prong) with base plate including holes etc. complete as required. 279 Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required. 280 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run) 281 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run) 282 Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run) 283 Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required. 284 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. Details of cost for one Set 285 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 286 BILL OF QUANTITY FOR BOYS DINNING HALL 287 Repairs to Roof 288 Dismantling roofing including ridges, hips, valleys and gutters etc.,and stacking the material within 50 metres lead of: 289 Asbestos Cement sheet 290 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete 0.80 mm thick with zinc coating not less than 275 gm/m* 291 Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.0.80 mm thick with zinc coating not less than 275 gm/m* 292 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 293 Repair to Plaster and Plinth Protection 294 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 295 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 296 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 297 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge. 298 With cement mortar 1:4 (1cement: 4 coarse sand) 299 12mm cement plaster of mix : 300 1:6 (1 cement : 6 course sand) 301 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 302 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 303 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 Old work (one or more coats) 304 Old work (one or more coats) 305 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 306 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 307 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 308 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade 309 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface 310 Repairs to Door / Windows 311 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 312 Of area 3 sq. metres and below 313 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: 314 Float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 315 Renewal of old putty of glass panes (length) 316 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 317 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 318 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 319 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coatwith approved steel primer all complete. Fixed to steel windows by welding 320 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete 321 300 mm weighing not less than 200gms. 322 250 mm weighing not less than 150gms. 323 Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 324 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 325 300 x 10mm 326 150 x 10mm 327 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm allcomplete. 328 With 12 mm mild steel U beading 329 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 330 125 mm 331 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 332 Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 333 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 334 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 335 Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 336 4.0 mm thick glass panes 337 Applying priming coat : 338 With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) 339 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 340 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 341 Two or more coats on new work 342 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 343 One or more coats on old work 344 Flooring 345 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 346 Nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) 347 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 348 25 mm thick 349 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 350 Miscellaneous 351 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 352 In cement mortar 353 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 354 Cement mortar 1:6 (1 cement : 6 coarse sand) 355 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 356 75 to 80 mm dia pipe 357 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 358 110 mm diameter 359 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 360 a) Coupler 361 110 mm 362 b) Bend 87.5° 363 110 mm bend 364 KITCHEN & DINNING 365 Structural Repair & Retrofitting 366 Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 367 50mm average thickness 368 25 mm average thickness 369 Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. 370 Bars upto 12 mm diameter 371 Cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of Engineer in charge. 372 Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineerin- Charge 373 Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 374 25mm thick in Grade M 25 with cement content not less than 330 kg per cum 375 50mm thick in Grade M 25 with cement content not less than 330 kg per cum 376 Re-Baring of MS bar 10 mm dia with Fisher Chemical including drilling of hole, cleaning, and fixing of bar complete as per direction of Engineer-in-Charge. 377 Repairs to Roof 378 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete.The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :3 mm thick 379 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. 380 Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 381 Dismantling roofing including ridges, hips, valleys and gutters etc.,and stacking the material within 50 metres lead of: 382 Asbestos Cement sheet 383 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete 0.80 mm thick with zinc coating not less than 275 gm/m* 384 Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.0.80 mm thick with zinc coating not less than 275 gm/m* 385 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 386 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 387 12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3) : 1996 (Board with BIS certification marks) 388 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Electric resistance or induction butt welded tubes. 389 Repair to Toilets + Plumbing Works 390 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 391 For thickness of tiles 10 mm to 25 mm 392 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Glazed Vitrified tiles Matt/Antiskid finish of size of Tile 600 x 600 mm 393 Providing and fixing Ist quality Glazed vitrified tiles polished finish of size 600 x 600 mm tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 394 PLUMBING WORK 395 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 396 75 to 80 mm dia pipe 397 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : 398 15 mm to 40 mm nominal bore 399 Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge: 400 Up to 150 mm diameter 401 Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge. 402 Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 403 Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. 404 Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer- charge : 405 Rectangular manhole 90x80 cm and 45 cm deep 406 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 407 110 mm diameter 408 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 409 a) Coupler 410 110 mm 411 b) Bend 87.5° 412 110 mm bend 413 Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 414 75 mm diameter pipes 415 100 mm diameter pipes 416 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 417 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 418 Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mmC.P. brass waste of standard pattern including cutting & making good the walls wherever required. 419 a)Flat back wash Basin size 550x400 mm with single 15mm C.P. brass pillar tap. 420 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 421 a) 32mm dia (for wash basin) 422 b) 40mm dia (for sink and urinal) 423 Providing & fixing C.P. Brass Waste Coupling for PVC waste Pipe. 424 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382.The Pipes will be supported with threaded G I rods & U clamps with nuts, washers etc on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 425 110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 426 75 mm dia (Wall Thickness - 3.2 to 3.8 mm) 427 Providing & fixing UPVC Floor trap of self cleansing designwith stainless steel grating complete in all respects. 428 Multi Floor Trap (5 Ht) with height raiser and branch saddle strip of 50/75 mm outlet 429 Plain Floor Trap (4 Ht) with 50 / 75 outlet and with height raiser 430 P-Trap type Floor Trap 110 x 75 mm 431 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 432 Providing & fixing of SS Floor Cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. 433 Providing and fixing 100 mm sand cast Iron grating for gully trap. 434 Providing & fixing soil, waste and vent pipes. 435 a) 100mm dia centrifugally cast iron S & S pipe. 436 b)75mm dia centrifugally cast iron S & S pipe. 437 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc. 438 a) for 100mm dia pipe. 439 b) for 75mm dia pipe. 440 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 441 a) 100mm 442 Sand cast iron S&S as per IS - 3989 443 b) 75mm 444 Sand cast iron S&S as per IS- 3989 445 Providing and fixing plaincast iron S & S sanitary bend. 446 a) 100mm 447 Sand cast iron S&S as per IS - 1729 448 b) 75mm 449 Sand cast iron S&S as per IS - 3989 450 Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 451 a) 100x100x100mm 452 b) 75x75x75mm 453 Providing and fixingcast iron terminal guard. 454 a) 100mm 455 b) 75mm 456 Providing & fixingcast iron coller. 457 a)100 mm 458 Sand cast iron S&S as per IS - 3989 459 b)75mm dia. 460 Sand cast iron S&S as per IS - 3989 461 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 462 a) 100mm 463 b) 75mm 464 Providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 465 a) 100mm inlet & 75mm outlet. 466 Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2 BSP thread and shapes, weighing not less than 60 gms. 467 Providing and fixing PTMT urinal cock of approved quality and colour. 468 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms 469 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 470 15 mm nominal outer dia Pipes 471 20 mm nominal outer dia Pipes 472 25 mm nominal outer dia Pipes 473 32 mm nominal outer dia Pipes 474 Providing and fixing brass stop cock of approved quality. 475 15 mm nominal bore 476 Providing and fixing gun metal gate valve with wheel of approved quality. 477 a) 25mm dia nominal bore 478 b) 32mm dia nominal bore 479 Providing and fixing ball valve (brass) of approved quality complete.(High or low pressure with plastic floats). 480 a) 25mm. Nominal bore 481 Providing and fixing 30 cm long unplasticised PVC connection pipe with brass unions. 482 a) 15mm nominal bore 483 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 484 a) 15mm nominal bore 485 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation 3concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 486 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 487 Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 488 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 489 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 490 a) 15mm nominal bore 491 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 492 a) 15mm nominal bore 493 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 494 15mm nominal bore 495 Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 496 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 497 25mm nominal bore, weighing not less than 62 gms 498 Cutting holes up to 30x30 cm in walls including making good the same: 499 With common burnt clay F.P.S. (non modular) bricks 500 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 501 Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. 502 Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : 503 Rectangular manhole 90x80 cm with rectangular cover600 x 450 mm of grade LD - 2.5 504 Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) 505 Repair to Plaster and Plinth Protection 506 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 507 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 508 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 509 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 510 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 511 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge. 512 With cement mortar 1:4 (1cement: 4 coarse sand) 513 12mm cement plaster of mix : 514 1:6 (1 cement : 6 course sand) 515 6mm cement plaster to ceiling of mix : 516 1:3 ( 1 cement : 3 fine sand) 517 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 518 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 519 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 520 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 Old work (one or more coats) 521 Old work (one or more coats) 522 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 523 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 524 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade 525 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface 526 Repairs to Door / Windows 527 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 528 Of area 3 sq. metres and below 529 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 530 Of area 3 sq. metres and below 531 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: 532 Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) 533 Renewal of old putty of glass panes (length) 534 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 535 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 536 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 537 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete 538 300 mm weighing not less than 200gms. 539 250 mm weighing not less than 150gms. 540 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 541 100X58X1.90 mm 542 Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 543 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 544 300 x 10mm 545 200 x 10mm 546 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 547 125 mm 548 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. 549 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF) /Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. 550 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. 551 With 12 mm mild steel U beading 552 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 553 Using flats 30x6mm for diagonal braces and central cross piece 554 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 555 Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 556 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarsesand : 6 graded stone aggregate 20 mm nominal size). 557 Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 558 4.0 mm thick glass panes 559 Applying priming coat : 560 With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) 561 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 562 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 563 Two or more coats on new work 564 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 565 One or more coats on old work 566 Miscellaneous 567 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 568 In cement mortar 569 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 570 Cement mortar 1:6 (1 cement : 6 coarse sand) 571 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing andreinforcement : 572 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). 573 Centering and shuttering including strutting, propping etc. and removal of form for all heights : 574 Edges of slabs and breaks in floors and walls 575 Under 20 cm wide 576 Centering and shuttering including strutting, propping etc. and removal of form for all heights : 577 Suspended floors, roofs, landings, balconies and access platform. 578 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 579 Thermo-Mechanically Treated bars of grade Fe-500D or more. 580 ELECTRICAL WORK OF KITCHEN & DINNING 581 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. 582 Group C 583 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. 584 Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 585 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 586 2X1.5 sq. mm + 1 X 1.5 sq. mm earth wire 587 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 588 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 589 Rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable and 1.5 sq.mm. FR PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. 590 Group C 591 Rewiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable and 1.5 sq.mm FRLS PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/PVC conduit including dismantling as required. 592 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 593 2 x 1.5 sq. mm 594 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 595 25 mm 596 32 mm 597 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 598 100 mm X 100 mm X 60 mm deep 599 150 mm X 75 mm X 60 mm deep 600 Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (For light plugs to be used in non residential buildings). 601 Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 602 Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 603 Supplying and fixing brass batten/ angle holder including connection etc. as required. 604 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 605 4 way (4 + 12), Double door 606 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 607 Single pole 608 Single pole and neutral 609 Triple pole 610 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 611 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 612 Earthing with G.I. earth pipe 4.5 Mtr long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 613 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 Mtr long etc. with charcoal/ coke and salt as required. 614 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 615 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 616 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. 617 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 618 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 619 Supply of 15W SURFACE MOUNTED ROUND LED with all accessories as per standard item.. 620 Supply of 20W SURFACE MOUNTED ROUND LED with all accessories as per standard item..(Such as Panasonic ADL04R206 or Equivalent). 621 Supply of 15W WALL BRACKET LED BULB with all accessories as per standard item..(Such as Panasonic PBUM01157 or Equivalent). 622 Supply of 20W SURFACE MOUNTED LED TUBE with all accessories as per standard item..(Such as Panasonic PBTM01207 or Equivalent). 623 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 624 Supplyof AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting FRLSame and other accessories etc.complete 625 450 mm sweep 1400 rpm 626 COST OF MP HALL 627 Structural Repair & Retrofitting 628 Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 629 50 mm average thickness 630 25 mm average thickness 631 Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. 632 Bars upto 12 mm diameter 633 Cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of Engineer in charge. 634 Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineerin- Charge 635 Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 636 25mm thick in Grade M 25 with cement content not less than 330 kg per cum 637 50mm thick in Grade M 25 with cement content not less than 330 kg per cum 638 Re-Baring of MS bar 10 mm dia with Fisher Chemical including drilling of hole, cleaning, and fixing of bar complete as per direction of Engineer-in-Charge. 639 Repairs to Roof 640 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete.The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :3 mm thick 641 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. 642 Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 643 Dismantling roofing including ridges, hips, valleys and gutters etc.,and stacking the material within 50 metres lead of: 644 Asbestos Cement sheet 645 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete 0.80 mm thick with zinc coating not less than 275 gm/m* 646 Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.0.80 mm thick with zinc coating not less than 275 gm/m* 647 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 648 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 649 12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3) : 1996 (Board with BIS certification marks) 650 Repair to Plaster and Plinth Protection 651 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 652 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 653 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 654 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 655 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 656 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge. 657 With cement mortar 1:4 (1cement: 4 coarse sand) 658 12mm cement plaster of mix : 659 1:6 (1 cement : 6 course sand) 660 6mm cement plaster to ceiling of mix : 661 1:3 ( 1 cement : 3 fine sand) 662 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 663 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 664 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 Old work (one or more coats) 665 Old work (one or more coats) 666 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 667 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 668 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 669 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade 670 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface 671 Repairs to Door / Windows 672 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 673 Of area 3 sq. metres and below 674 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 675 Of area 3 sq. metres and below 676 Renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 677 Float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 678 Renewal of old putty of glass panes (length) 679 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 680 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 681 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 682 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coatwith approved steel primer all complete. Fixed to steel windows by welding 683 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete 684 300 mm weighing not less than 200gms. 685 250 mm weighing not less than 150gms. 686 Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 687 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 688 300 x 10mm 689 150 x 10mm 690 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm allcomplete. 691 With 12 mm mild steel U beading 692 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 693 125 mm 694 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 695 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 696 Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 697 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 698 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 699 Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 700 4.0 mm thick glass panes 701 Applying priming coat : 702 With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) 703 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 704 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 705 Two or more coats on new work 706 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 707 One or more coats on old work 708 Flooring 709 Miscellaneous 710 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 711 In cement mortar 712 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 713 Cement mortar 1:6 (1 cement : 6 coarse sand) 714 Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 75 in superstructure above plinth level up to floor V level. 715 Cement mortar 1:4 (1 cement :4 coarse sand 716 Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. 717 Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 718 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 719 75 to 80 mm dia pipe 720 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 721 110 mm diameter 722 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 723 a) Coupler 724 110 mm 725 b) Bend 87.5° 726 110 mm bend 727 ELECTRICAL WORK 728 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. 729 Group C 730 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 731 2X1.5 sq. mm + 1 X 1.5 sq. mm earth wire 732 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 733 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 734 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 735 2 x 1.5 sq. mm 736 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 737 25 mm 738 32 mm 739 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 740 100 mm X 100 mm X 60 mm deep 741 150 mm X 75 mm X 60 mm deep 742 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 743 Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (For light plugs to be used in non residential buildings). 744 Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 745 Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 746 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 747 6 way, Double door 748 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 749 4 way (4 + 12), Double door 750 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 751 Single pole 752 Single pole and neutral 753 Triple pole 754 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 755 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 756 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 757 Upto 450 mm sweep 758 Supply of 15W SURFACE MOUNTED ROUND LED with all accessories as per standard item.. 759 Supply of 20W SURFACE MOUNTED ROUND LED with all accessories as per standard item..(Such as Panasonic ADL04R206 or Equivalent). 760 Supply of 15W WALL BRACKET LED BULB with all accessories as per standard item..(Such as Panasonic PBUM01157 or Equivalent). 761 Supply of 20W SURFACE MOUNTED LED TUBE with all accessories as per standard item..(Such as Panasonic PBTM01207 or Equivalent). 762 Supply of 30W LED recess mounted fixtureMAKE-PHILIPS CAT NO.RC380B LED30S-6500 L60W60 PSD OD S1 or equivalent. 763 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 764 Supplyof AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting FRLSame and other accessories etc.complete 765 450 mm sweep 1400 rpm 766 BOYSDORMITORY (G) FOR 72 STUDENTS 767 Structural Repair & Retrofitting 768 Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 769 50 mm average thickness 770 25 mm average thickness 771 Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. 772 Bars upto 12 mm diameter 773 Cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of Engineer in charge. 774 Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineerin- Charge 775 Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 776 25mm thick in Grade M 25 with cement content not less than 330 kg per cum 777 50mm thick in Grade M 25 with cement content not less than 330 kg per cum 778 Re-Baring of MS bar 10 mm dia with Fisher Chemical including drilling of hole, cleaning, and fixing of bar complete as per direction of Engineer-in-Charge. 779 Expansion Joint Treatment 780 Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to its components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in- Charge. (Material shall confirm to ASTM 6063). 781 Floor Joint of 100 mm gap 782 Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints Systemsuitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063). 783 Wall Joint of 100 mm gap 784 Providing and fixing of expansion joint system of approved make and manufacture for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates as per ASTM B221-02. The system shall be such that it provides water tight roof to roof /roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions. The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063.) 785 Roof Joint of 100 mm gap 786 Repairs to Roof 787 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete.The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :3 mm thick 788 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. 789 Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 790 Repair to Toilets 791 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 792 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 793 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 794 For thickness of tiles 10 mm to 25 mm 795 Providing and fixing Ist quality Glazed vitrified tiles polished finish of size 600 x 600 mm tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 796 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Glazed Vitrified tiles Matt/Antiskid finish of size of Tile 600 x 600 mm 797 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 798 Providing and filling of cinder in sunken portions. 799 Repair to Plaster and Plinth Protection 800 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 801 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 802 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 803 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge. 804 With cement mortar 1:4 (1cement: 4 coarse sand) 805 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 806 15mm cement plaster on rough side of single or half brick wall of mix 807 1:6 (1 cement : 6 course sand) 808 6mm cement plaster to ceiling of mix : 809 1:3 ( 1 cement : 3 fine sand) 810 Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. 811 Two coats 812 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 813 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 814 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 815 Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in-charge (payment for providing grooves shall be made separately). 816 Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 817 15 mm wide and 15 mm deep groove 818 Repairs to Door / Windows 819 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 820 Of area 3 sq. metres and below 821 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 822 Of area 3 sq. metres and below 823 Renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 824 Float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 825 Renewal of old putty of glass panes (length) 826 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 827 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 828 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 829 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coatwith approved steel primer all complete .Fixed to steel windows by welding 830 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete 831 300 mm weighing not less than 200gms. 832 250 mm weighing not less than 150gms. 833 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 834 100X58X1.90 mm 835 Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 836 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 837 300 x 10mm 838 150 x 10mm 839 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 840 125 mm 841 Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. 842 Twin rubber stopper 843 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. 844 Providing and fixing to existing door frames. 845 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam PUF)/ Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. 846 Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4mm in both directions for doors, windows and clerestory windows with necessary screws : 847 35 mm thick shutters.With ISI marked stainless steel butt hinges of required size. Kiln seasoned and chemically treated hollock wood. 848 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm allcomplete. 849 With 12 mm mild steel U beading 850 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 851 Using flats 30x6mm for diagonal braces and central cross piece 852 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 853 Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 854 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer 855 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 856 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 857 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 858 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 859 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 860 Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 861 4.0 mm thick glass panes 862 Applying priming coat : 863 With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood 864 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 865 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 866 Two or more coats on new work 867 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 868 One or more coats on old work 869 Repairs to Flooring 870 Miscellaneous 871 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 872 In cement mortar 873 Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 874 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 875 Cement mortar 1:6 (1 cement : 6 coarse sand) 876 Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 75 in superstructure above plinth level up to floor V level. 877 Cement mortar 1:4 (1 cement :4 coarse sand 878 Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. 879 PLUMBING WORK OF BOYSDORMITORY (G) FOR 72 STUDENTS 880 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 881 75 to 80 mm dia pipe 882 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : 883 15 mm to 40 mm nominal bore 884 Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge: 885 Up to 150 mm diameter 886 Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge. 887 Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 888 Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. 889 Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres 890 Up to 150 mm diameter 891 Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer- charge : 892 Rectangular manhole 90x80 cm and 45 cm deep 893 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 894 110 mm diameter 895 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 896 a) Coupler 897 110 mm 898 b) Bend 87.5° 899 110 mm bend 900 Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 901 75 mm diameter pipes 902 100 mm diameter pipes 903 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 904 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 905 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. 906 W.C. pan with ISI marked white solid plastic seat and lid 907 Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mmC.P. brass waste of standard pattern including cutting & making good the walls wherever required. 908 a)Flat back wash Basin size 550x400 mm with single 15mm C.P. brass pillar tap. 909 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. 910 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 911 a) 32mm dia (for wash basin) 912 b) 40mm dia (for sink and urinal) 913 Providing & fixing C.P. Brass health faucet for ablution with 1 meter long PVC tube, hand shower, couplings, wall hook and other accessories. 914 Providing and fixing CP Brasssoap dish 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket and all fittings of the same material of approved quality and colour. 915 Providing & fixing C.P. Brass Waste Coupling for PVC waste Pipe. 916 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382.The Pipes will be supported with threaded G I rods & U clamps with nuts, washers etc on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 917 110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 918 75 mm dia (Wall Thickness - 3.2 to 3.8 mm) 919 Providing & fixing UPVC Floor trap of self cleansing designwith stainless steel grating complete in all respects. 920 Multi Floor Trap (5 Ht) with height raiser and branch saddle strip of 50/75 mm outlet 921 Plain Floor Trap (4 Ht) with 50 / 75 outlet and with height raiser 922 P-Trap type Floor Trap 110 x 75 mm 923 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 924 Providing & fixing of SS Floor Cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. 925 Providing and fixing 100 mm sand cast Iron grating for gully trap. 926 Providing & fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick asbestos cement sheet ground fixed to wooden cleats with C.P. brass screws and washers. 927 Providing and fixing toilet paper holder : 928 Vitreous china 929 Providing & fixing soil, waste and vent pipes. 930 a) 100mm dia centrifugally cast iron S & S pipe. 931 b)75mm dia centrifugally cast iron S & S pipe. 932 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc. 933 a) for 100mm dia pipe. 934 b) for 75mm dia pipe. 935 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 936 a) 100mm 937 Sand cast iron S&S as per IS - 3989 938 b) 75mm 939 Sand cast iron S&S as per IS- 3989 940 Providing and fixing plaincast iron S & S sanitary bend. 941 a) 100mm 942 Sand cast iron S&S as per IS - 1729 943 b) 75mm 944 Sand cast iron S&S as per IS - 3989 945 Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 946 a) 100x100x100mm 947 b) 75x75x75mm 948 Providing and fixingcast iron terminal guard. 949 a) 100mm 950 b) 75mm 951 Providing & fixingcast iron coller. 952 a)100 mm 953 Sand cast iron S&S as per IS - 3989 954 b)75mm dia. 955 Sand cast iron S&S as per IS - 3989 956 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 957 a) 100mm 958 b) 75mm 959 Providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 960 a) 100mm inlet & 75mm outlet. 961 Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2 BSP thread and shapes, weighing not less than 60 gms. 962 Providing and fixing PTMT urinal cock of approved quality and colour. 963 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms 964 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 965 15 mm nominal outer dia Pipes 966 20 mm nominal outer dia Pipes 967 25 mm nominal outer dia Pipes 968 32 mm nominal outer dia Pipes 969 Providing and fixing brass stop cock of approved quality. 970 15 mm nominal bore 971 Providing and fixing gun metal gate valve with wheel of approved quality. 972 a) 25mm dia nominal bore 973 b) 32mm dia nominal bore 974 Providing and fixing ball valve (brass) of approved quality complete.(High or low pressure with plastic floats). 975 a) 25mm. Nominal bore 976 Providing and fixing 30 cm long unplasticised PVC connection pipe with brass unions. 977 a) 15mm nominal bore 978 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 979 a) 15mm nominal bore 980 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 981 a) 15mm nominal bore 982 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 983 a) 15mm nominal bore 984 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 985 15mm nominal bore 986 Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 987 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 988 25mm nominal bore, weighing not less than 62 gms 989 Cutting holes up to 30x30 cm in walls including making good the same: 990 With common burnt clay F.P.S. (non modular) bricks 991 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 992 Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. 993 Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) 994 ELECTRICAL WORK OF BOYSDORMITORY (G) FOR 72 STUDENTS 995 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. 996 Group B 997 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. 998 Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 999 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 1000 2X1.5 sq. mm + 1 X 1.5 sq. mm earth wire 1001 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 1002 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 1003 Rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable and 1.5 sq.mm. FR PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. 1004 Group B 1005 Rewiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable and 1.5 sq.mm FRLS PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/PVC conduit including dismantling as required. 1006 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 1007 2 x 1.5 sq. mm 1008 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 1009 25 mm 1010 32 mm 1011 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 1012 100 mm X 100 mm X 60 mm deep 1013 150 mm X 75 mm X 60 mm deep 1014 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 1015 Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (For light plugs to be used in non residential buildings). 1016 Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 1017 Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 1018 Supplying and fixing brass batten/ angle holder including connection etc. as required. 1019 Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required. 1020 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 1021 6 way, Double door 1022 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 1023 4 way (4 + 12), Double door 1024 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 1025 Single pole 1026 Single pole and neutral 1027 Triple pole 1028 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 1029 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 1030 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 1031 Supply of 15W SURFACE MOUNTED ROUND LED with all accessories as per standard item.. 1032 Supply of 20W SURFACE MOUNTED ROUND LED with all accessories as per standard item..(Such as Panasonic ADL04R206 or Equivalent). 1033 Supply of 15W WALL BRACKET LED BULB with all accessories as per standard item..(Such as Panasonic PBUM01157 or Equivalent). 1034 Supply of 20W SURFACE MOUNTED LED TUBE with all accessories as per standard item..(Such as Panasonic PBTM01207 or Equivalent). 1035 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 1036 Girls Dormitories(CPWD Type) 1 Block 1037 Structural Repair & Retrofitting 1038 Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 1039 50mm average thickness 1040 Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. 1041 Bars upto 12 mm diameter 1042 Cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of Engineer in charge. 1043 Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineerin- Charge 1044 Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 1045 50mm thick in Grade M 25 with cement content not less than 330 kg per cum 1046 Repairs to Roof 1047 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete.The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :3 mm thick 1048 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. 1049 Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 1050 Repair to Toilets 1051 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 1052 For thickness of tiles 10 mm to 25 mm 1053 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Glazed Vitrified tiles Matt/Antiskid finish of size of Tile 600 x 600 mm 1054 Providing and fixing Ist quality Glazed vitrified tiles polished finish of size 450 x 600 mm tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 1055 Repair to Plaster and Plinth Protection 1056 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturers specification. 1057 Two or more coats on new work 1058 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 1059 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 1060 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 1061 15mm cement plaster on rough side of single or half brick wall of mix 1062 1:6 (1 cement : 6 course sand) 1063 6mm cement plaster to ceiling of mix : 1064 1:3 ( 1 cement : 3 fine sand) 1065 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 1066 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 1067 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 Old work (one or more coats) 1068 Old work (one or more coats) 1069 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1070 Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in-charge (payment for providing grooves shall be made separately). 1071 Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 1072 15 mm wide and 15 mm deep groove 1073 Repairs to Door / Windows 1074 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 1075 Of area 3 sq. metres and below 1076 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 1077 Of area 3 sq. metres and below 1078 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: 1079 Float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 1080 Renewal of old putty of glass panes (length) 1081 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coatwith approved steel primer all complete .Fixed to steel windows by welding 1082 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete 1083 250 mm weighing not less than 150gms. 1084 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 1085 100X58X1.90 mm 1086 Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 1087 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 1088 300 x 10mm 1089 150 x 10mm 1090 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 1091 125 mm 1092 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 1093 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 1094 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 1095 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 1096 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 1.5 mm thick. 1097 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. 1098 With 12 mm mild steel U beading 1099 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 1100 Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 1101 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer 1102 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 1103 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 1104 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1105 Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 1106 4.0 mm thick glass panes 1107 Applying priming coat : 1108 With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood. 1109 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 1110 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 1111 Two or more coats on new work 1112 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 1113 One or more coats on old work 1114 Miscellaneous 1115 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 1116 In cement mortar 1117 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 1118 Cement mortar 1:6 (1 cement : 6 coarse sand) 1119 Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 75 in superstructure above plinth level up to floor V level. 1120 Cement mortar 1:4 (1 cement :4 coarse sand 1121 Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. 1122 PLUMBING WORK OF GIRLSDORMITORY (G) FOR 48 STUDENTS 1123 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 1124 75 to 80 mm dia pipe 1125 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : 1126 15 mm to 40 mm nominal bore 1127 Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge: 1128 Up to 150 mm diameter 1129 Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge. 1130 Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 1131 Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. 1132 Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres 1133 Up to 150 mm diameter 1134 Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer- charge : 1135 Rectangular manhole 90x80 cm and 45 cm deep 1136 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 1137 110 mm diameter 1138 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 1139 a) Coupler 1140 110 mm 1141 b) Bend 87.5° 1142 110 mm bend 1143 Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 1144 75 mm diameter pipes 1145 100 mm diameter pipes 1146 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 1147 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 1148 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. 1149 W.C. pan with ISI marked white solid plastic seat and lid 1150 Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mmC.P. brass waste of standard pattern including cutting & making good the walls wherever required. 1151 a)Flat back wash Basin size 550x400 mm with single 15mm C.P. brass pillar tap. 1152 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 1153 a) 32mm dia (for wash basin) 1154 b) 40mm dia (for sink and urinal) 1155 Providing & fixing C.P. Brass health faucet for ablution with 1 meter long PVC tube, hand shower, couplings, wall hook and other accessories. 1156 Providing and fixing CP Brasssoap dish 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket and all fittings of the same material of approved quality and colour. 1157 Providing & fixing C.P. Brass Waste Coupling for PVC waste Pipe. 1158 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382.The Pipes will be supported with threaded G I rods & U clamps with nuts, washers etc on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 1159 110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 1160 75 mm dia (Wall Thickness - 3.2 to 3.8 mm) 1161 Providing & fixing UPVC Floor trap of self cleansing designwith stainless steel grating complete in all respects. 1162 Multi Floor Trap (5 Ht) with height raiser and branch saddle strip of 50/75 mm outlet 1163 Plain Floor Trap (4 Ht) with 50 / 75 outlet and with height raiser 1164 P-Trap type Floor Trap 110 x 75 mm 1165 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 1166 Providing & fixing of SS Floor Cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. 1167 Providing and fixing 100 mm sand cast Iron grating for gully trap. 1168 Providing & fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick asbestos cement sheet ground fixed to wooden cleats with C.P. brass screws and washers. 1169 Providing and fixing toilet paper holder : 1170 Vitreous china 1171 Providing & fixing soil, waste and vent pipes. 1172 a) 100mm dia centrifugally cast iron S & S pipe. 1173 b)75mm dia centrifugally cast iron S & S pipe. 1174 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc. 1175 a) for 100mm dia pipe. 1176 b) for 75mm dia pipe. 1177 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 1178 a) 100mm 1179 Sand cast iron S&S as per IS - 3989 1180 b) 75mm 1181 Sand cast iron S&S as per IS- 3989 1182 Providing and fixing plaincast iron S & S sanitary bend. 1183 a) 100mm 1184 Sand cast iron S&S as per IS - 1729 1185 b) 75mm 1186 Sand cast iron S&S as per IS - 3989 1187 Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 1188 a) 100x100x100mm 1189 b) 75x75x75mm 1190 Providing and fixingcast iron terminal guard. 1191 a) 100mm 1192 b) 75mm 1193 Providing & fixingcast iron coller. 1194 a)100 mm 1195 Sand cast iron S&S as per IS - 3989 1196 b)75mm dia. 1197 Sand cast iron S&S as per IS - 3989 1198 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 1199 a) 100mm 1200 b) 75mm 1201 Providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 1202 a) 100mm inlet & 75mm outlet. 1203 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 1204 15 mm nominal outer dia Pipes 1205 20 mm nominal outer dia Pipes 1206 25 mm nominal outer dia Pipes 1207 32 mm nominal outer dia Pipes 1208 Providing and fixing brass stop cock of approved quality. 1209 15 mm nominal bore 1210 Providing and fixing gun metal gate valve with wheel of approved quality. 1211 a) 25mm dia nominal bore 1212 b) 32mm dia nominal bore 1213 Providing and fixing ball valve (brass) of approved quality complete.(High or low pressure with plastic floats). 1214 a) 25mm. Nominal bore 1215 Providing and fixing 30 cm long unplasticised PVC connection pipe with brass unions. 1216 a) 15mm nominal bore 1217 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 1218 a) 15mm nominal bore 1219 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 1220 a) 15mm nominal bore 1221 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 1222 a) 15mm nominal bore 1223 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 1224 15mm nominal bore 1225 Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 1226 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 1227 25mm nominal bore, weighing not less than 62 gms 1228 Cutting holes up to 30x30 cm in walls including making good the same: 1229 With common burnt clay F.P.S. (non modular) bricks 1230 Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) 1231 ELECTRICAL WORK OF GIRLSDORMITORY (G) FOR 48 STUDENTS 1232 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. 1233 Group B 1234 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. 1235 Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 1236 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 1237 2X1.5 sq. mm + 1 X 1.5 sq. mm earth wire 1238 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 1239 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 1240 Rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable and 1.5 sq.mm. FR PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. 1241 Group B 1242 Rewiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable and 1.5 sq.mm FRLS PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/PVC conduit including dismantling as required. 1243 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 1244 2 x 1.5 sq. mm 1245 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 1246 25 mm 1247 32 mm 1248 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 1249 100 mm X 100 mm X 60 mm deep 1250 150 mm X 75 mm X 60 mm deep 1251 Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (For light plugs to be used in non residential buildings). 1252 Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 1253 Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 1254 Supplying and fixing brass batten/ angle holder including connection etc. as required. 1255 Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required. 1256 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 1257 4 way (4 + 12), Double door 1258 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 1259 Single pole 1260 Single pole and neutral 1261 Triple pole 1262 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 1263 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 1264 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 1265 Supply of 15W SURFACE MOUNTED ROUND LED with all accessories as per standard item.. 1266 Supply of 20W SURFACE MOUNTED ROUND LED with all accessories as per standard item..(Such as Panasonic ADL04R206 or Equivalent). 1267 Supply of 15W WALL BRACKET LED BULB with all accessories as per standard item..(Such as Panasonic PBUM01157 or Equivalent). 1268 Supply of 20W SURFACE MOUNTED LED TUBE with all accessories as per standard item..(Such as Panasonic PBTM01207 or Equivalent). 1269 Staff Qtrs Type-III . 1270 Structural Repair & Retrofitting 1271 Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 1272 50 mm average thickness 1273 25 mm average thickness 1274 Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. 1275 Bars upto 12 mm diameter 1276 Cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of Engineer in charge. 1277 Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineerin- Charge 1278 Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 1279 25mm thick in Grade M 25 with cement content not less than 330 kg per cum 1280 50mm thick in Grade M 25 with cement content not less than 330 kg per cum 1281 Re-Baring of MS bar 10 mm dia with Fisher Chemical including drilling of hole, cleaning, and fixing of bar complete as per direction of Engineer-in-Charge. 1282 Repairs to Roof 1283 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete.The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :3 mm thick 1284 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. 1285 Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 1286 Repair to Toilets 1287 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1288 Nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) 1289 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Glazed Vitrified tiles Matt/Antiskid finish of size of Tile 600 x 600 mm 1290 Providing and fixing Ist quality Glazed vitrified tiles polished finish of size 450 x 600 mm tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 1291 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 1292 Providing and filling of cinder in sunken portions. 1293 Repair to Plaster and Plinth Protection 1294 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1295 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 1296 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 1297 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 1298 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 1299 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge. 1300 With cement mortar 1:4 (1cement: 4 coarse sand) 1301 12mm cement plaster of mix : 1302 1:6 (1 cement : 6 course sand) 1303 6mm cement plaster to ceiling of mix : 1304 1:3 ( 1 cement : 3 fine sand) 1305 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 1306 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 1307 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 Old work (one or more coats) 1308 Old work (one or more coats) 1309 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1310 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 1311 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 1312 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade 1313 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface 1314 Repairs to Door / Windows 1315 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 1316 Of area 3 sq. metres and below 1317 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 1318 Of area 3 sq. metres and below 1319 Renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 1320 Float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 1321 Renewal of old putty of glass panes (length) 1322 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 1323 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 1324 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 1325 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coatwith approved steel primer all complete. Fixed to steel windows by welding 1326 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete 1327 300 mm weighing not less than 200gms. 1328 250 mm weighing not less than 150gms. 1329 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 1330 100X58X1.90 mm 1331 Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 1332 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 1333 300 x 10mm 1334 150 x 10mm 1335 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. 1336 Providing and fixing to existing door frames. 1337 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam PUF)/ Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. 1338 Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws. 1339 30 mm thick shutterswith ISI marked M.S. butt hinges with necessary screws 1340 With ISI marked stainless steel butt hinges of required size 1341 Kiln seasoned and chemically treated hollock wood 1342 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm allcomplete. 1343 With 12 mm mild steel U beading 1344 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 1345 125 mm 1346 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 1347 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 1348 Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 1349 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 1350 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1351 Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 1352 4.0 mm thick glass panes 1353 Applying priming coat : 1354 With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) 1355 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 1356 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 1357 Two or more coats on new work 1358 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 1359 One or more coats on old work 1360 Miscellaneous 1361 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 1362 Cement mortar 1:6 (1 cement : 6 coarse sand) 1363 Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 75 in superstructure above plinth level up to floor V level. 1364 Cement mortar 1:4 (1 cement :4 coarse sand 1365 Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. 1366 Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 1367 PLUMBING WORK OF TYPE-III (G+1) 1368 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 1369 75 to 80 mm dia pipe 1370 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : 1371 15 mm to 40 mm nominal bore 1372 Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge: 1373 Up to 150 mm diameter 1374 Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge. 1375 Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 1376 Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. 1377 Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres 1378 Up to 150 mm diameter 1379 Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer- charge : 1380 Rectangular manhole 90x80 cm and 45 cm deep 1381 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 1382 110 mm diameter 1383 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 1384 a) Coupler 1385 110 mm 1386 b) Bend 87.5° 1387 110 mm bend 1388 Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 1389 75 mm diameter pipes 1390 100 mm diameter pipes 1391 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 1392 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 1393 Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mmC.P. brass waste of standard pattern including cutting & making good the walls wherever required. 1394 a)Flat back wash Basin size 550x400 mm with single 15mm C.P. brass pillar tap. 1395 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making goodthe walls wherever required : 1396 Kitchen sink without drain board 1397 610x510 mm bowl depth 200 mm 1398 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 1399 a) 32mm dia (for wash basin) 1400 b) 40mm dia (for sink and urinal) 1401 Providing & fixing CP brass Overhead shower with shower arm, Hand Shower 95mm dia Single Lever Concealed Deusch Mixer with Provision for Connection to Overhead Shower and Easy flex Tube with accessories complete I allrespect 1402 Providing and fixing of C. P. brass towel rail 600 x 20 mm size complete with C.P. brass brackets 1403 Providing and fixing of C. P. brass towel ring complete with C.P. brass brackets 1404 Providing and fixing CP Brasssoap dish 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket and all fittings of the same material of approved quality and colour. 1405 Waste coupling 38 mm dia of 83 mm length and 77mmbreadth, weighing not less than 60 gms 1406 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382. 1407 The Pipes will be supported with threaded G I rods & U clamps with nuts, washers etc on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 1408 110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 1409 75 mm dia (Wall Thickness - 3.2 to 3.8 mm) 1410 Providing & fixing UPVC Floor trap of self cleansing designwith stainless steel grating complete in all respects. 1411 Multi Floor Trap (5 Ht) with height raiser and branch saddle strip of 50/75 mm outlet 1412 Plain Floor Trap (4 Ht) with 50 / 75 outlet and with height raiser 1413 P-Trap type Floor Trap 110 x 75 mm 1414 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 1415 Providing & fixing of SS Floor Cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. 1416 Providing and fixing 100 mm sand cast Iron grating for gully trap. 1417 Providing & fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick asbestos cement sheet ground fixed to wooden cleats with C.P. brass screws and washers. 1418 Providing & fixing soil, waste and vent pipes. 1419 a) 100mm dia centrifugally cast iron S & S pipe. 1420 b)75mm dia centrifugally cast iron S & S pipe. 1421 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc. 1422 a) for 100mm dia pipe. 1423 b) for 75mm dia pipe. 1424 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 1425 a) 100mm 1426 Sand cast iron S&S as per IS - 3989 1427 b) 75mm 1428 Sand cast iron S&S as per IS- 3989 1429 Providing and fixing plaincast iron S & S sanitary bend. 1430 a) 100mm 1431 Sand cast iron S&S as per IS - 1729 1432 b) 75mm 1433 Sand cast iron S&S as per IS - 3989 1434 Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 1435 a) 100x100x100mm 1436 b) 75x75x75mm 1437 Providing and fixingcast iron terminal guard. 1438 a) 100mm 1439 b) 75mm 1440 Providing & fixingcast iron coller. 1441 a)100 mm 1442 Sand cast iron S&S as per IS - 3989 1443 b)75mm dia. 1444 Sand cast iron S&S as per IS - 3989 1445 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 1446 a) 100mm 1447 b) 75mm 1448 Providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 1449 a) 100mm inlet & 75mm outlet. 1450 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 1451 15 mm nominal outer dia Pipes 1452 20 mm nominal outer dia Pipes 1453 25 mm nominal outer dia Pipes 1454 32 mm nominal outer dia Pipes 1455 Providing and fixing brass stop cock of approved quality. 1456 15 mm nominal bore 1457 Providing and fixing gun metal gate valve with wheel of approved quality. 1458 a) 25mm dia nominal bore 1459 b) 32mm dia nominal bore 1460 Providing and fixing ball valve (brass) of approved quality complete.(High or low pressure with plastic floats). 1461 a) 25mm. Nominal bore 1462 Providing and fixing 30 cm long unplasticised PVC connection pipe with brass unions. 1463 a) 15mm nominal bore 1464 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 1465 a) 15mm nominal bore 1466 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation 3concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 1467 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 1468 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 1469 With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 1470 Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1471 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 1472 a) 15mm nominal bore 1473 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 1474 a) 15mm nominal bore 1475 Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 1476 a) 15mm nominal bore 1477 Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 1478 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 1479 25mm nominal bore, weighing not less than 62 gms 1480 Cutting holes up to 30x30 cm in walls including making good the same: 1481 With common burnt clay F.P.S. (non modular) bricks 1482 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 1483 Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. 1484 Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : 1485 Rectangular manhole 90x80 cm with rectangular cover600 x 450 mm of grade LD - 2.5 1486 Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) 1487 ELECTRICAL WORK OF TYPE-III (G+1) 1488 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. 1489 Group B 1490 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. 1491 Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 1492 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 1493 2X1.5 sq. mm + 1 X 1.5 sq. mm earth wire 1494 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 1495 xxxx 1496 Rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable and 1.5 sq.mm. FR PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. 1497 Group B 1498 Rewiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable and 1.5 sq.mm FRLS PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/PVC conduit including dismantling as required. 1499 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 1500 2 x 1.5 sq. mm 1501 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 1502 25 mm 1503 32 mm 1504 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 1505 100 mm X 100 mm X 60 mm deep 1506 150 mm X 75 mm X 60 mm deep 1507 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 1508 Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (For light plugs to be used in non residential buildings). 1509 Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 1510 S/F light plug point Modular type accessories :- 1511 Supply and fixing of suitable size GI box with modular plate and cover in front on surface or in recess including providingandfixing 3 pin 5/6 amps modular socket outlet and 5/6 amps. modular switch, connection etc. as required. 1512 S/F power plug point modular type accessories :- 1513 Supply and fixing of suitable size GI box with modular plate and cover in FRLSont on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps. modular switch, connection etc. as required. 1514 Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 1515 Supplying and fixing brass batten/ angle holder including connection etc. as required. 1516 Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required. 1517 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 1518 6 way, Double door 1519 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 1520 4 way (4 + 12), Double door 1521 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 1522 Single pole 1523 Single pole and neutral 1524 Triple pole 1525 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 1526 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 1527 Earthing with G.I. earth pipe 4.5 Mtr long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 1528 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 1529 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. 1530 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 1531 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 1532 Supply of 15W SURFACE MOUNTED ROUND LED with all accessories as per standard item.. 1533 Supply of 20W SURFACE MOUNTED ROUND LED with all accessories as per standard item..(Such as Panasonic ADL04R206 or Equivalent). 1534 Supply of 15W WALL BRACKET LED BULB with all accessories as per standard item..(Such as Panasonic PBUM01157 or Equivalent). 1535 Supply of 20W SURFACE MOUNTED LED TUBE with all accessories as per standard item..(Such as Panasonic PBTM01207 or Equivalent). 1536 Staff Qtrs Type-III . 1537 Structural Repair & Retrofitting 1538 Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 1539 50 mm average thickness 1540 25 mm average thickness 1541 Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. 1542 Bars upto 12 mm diameter 1543 Cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of Engineer in charge. 1544 Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineerin- Charge 1545 Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 1546 25mm thick in Grade M 25 with cement content not less than 330 kg per cum 1547 50mm thick in Grade M 25 with cement content not less than 330 kg per cum 1548 Re-Baring of MS bar 10 mm dia with Fisher Chemical including drilling of hole, cleaning, and fixing of bar complete as per direction of Engineer-in-Charge. 1549 Repairs to Roof 1550 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete.The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :3 mm thick 1551 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. 1552 Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 1553 Repair to Toilets 1554 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1555 Nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) 1556 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 1557 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 1558 Repair to Plaster and Plinth Protection 1559 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1560 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 1561 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 1562 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 1563 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 1564 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge. 1565 With cement mortar 1:4 (1cement: 4 coarse sand) 1566 12mm cement plaster of mix : 1567 1:6 (1 cement : 6 course sand) 1568 6mm cement plaster to ceiling of mix : 1569 1:3 ( 1 cement : 3 fine sand) 1570 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 1571 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 1572 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 Old work (one or more coats) 1573 Old work (one or more coats) 1574 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1575 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 1576 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 1577 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade 1578 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface 1579 Repairs to Door / Windows 1580 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 1581 Of area 3 sq. metres and below 1582 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 1583 Of area 3 sq. metres and below 1584 Renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 1585 Float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 1586 Renewal of old putty of glass panes (length) 1587 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 1588 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 1589 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 1590 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coatwith approved steel primer all complete. Fixed to steel windows by welding 1591 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete 1592 300 mm weighing not less than 200gms. 1593 250 mm weighing not less than 150gms. 1594 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 1595 100X58X1.90 mm 1596 Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 1597 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 1598 300 x 10mm 1599 150 x 10mm 1600 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. 1601 Providing and fixing to existing door frames. 1602 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam PUF)/ Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. 1603 Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws. 1604 30 mm thick shutterswith ISI marked M.S. butt hinges with necessary screws 1605 With ISI marked stainless steel butt hinges of required size 1606 Kiln seasoned and chemically treated hollock wood 1607 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm allcomplete. 1608 With 12 mm mild steel U beading 1609 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 1610 125 mm 1611 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 1612 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 1613 Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 1614 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 1615 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1616 Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 1617 4.0 mm thick glass panes 1618 Applying priming coat : 1619 With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) 1620 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 1621 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 1622 Two or more coats on new work 1623 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 1624 One or more coats on old work 1625 Flooring 1626 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1627 Nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) 1628 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 1629 25 mm thick 1630 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 1631 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.size of tile 600x 600 mm 1632 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.size of tile 600x 600 mm 1633 Miscellaneous 1634 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 1635 Cement mortar 1:6 (1 cement : 6 coarse sand) 1636 Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 75 in superstructure above plinth level up to floor V level. 1637 Cement mortar 1:4 (1 cement :4 coarse sand 1638 Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. 1639 Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 1640 PLUMBING WORK OF TYPE-III (G) 1641 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 1642 75 to 80 mm dia pipe 1643 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : 1644 15 mm to 40 mm nominal bore 1645 Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge: 1646 Up to 150 mm diameter 1647 Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge. 1648 Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 1649 Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. 1650 Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres 1651 Up to 150 mm diameter 1652 Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer- charge : 1653 Rectangular manhole 90x80 cm and 45 cm deep 1654 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 1655 110 mm diameter 1656 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 1657 a) Coupler 1658 110 mm 1659 b) Bend 87.5° 1660 110 mm bend 1661 Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 1662 75 mm diameter pipes 1663 100 mm diameter pipes 1664 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 1665 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 1666 Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mmC.P. brass waste of standard pattern including cutting & making good the walls wherever required. 1667 a)Flat back wash Basin size 550x400 mm with single 15mm C.P. brass pillar tap. 1668 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making goodthe walls wherever required : 1669 Kitchen sink without drain board 1670 610x510 mm bowl depth 200 mm 1671 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 1672 a) 32mm dia (for wash basin) 1673 b) 40mm dia (for sink and urinal) 1674 Providing & fixing CP brass Overhead shower with shower arm, Hand Shower 95mm dia Single Lever Concealed Deusch Mixer with Provision for Connection to Overhead Shower and Easy flex Tube with accessories complete I allrespect 1675 Providing and fixing of C. P. brass towel rail 600 x 20 mm size complete with C.P. brass brackets 1676 Providing and fixing of C. P. brass towel ring complete with C.P. brass brackets 1677 Providing and fixing CP Brasssoap dish 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket and all fittings of the same material of approved quality and colour. 1678 Waste coupling 38 mm dia of 83 mm length and 77mmbreadth, weighing not less than 60 gms 1679 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382. 1680 The Pipes will be supported with threaded G I rods & U clamps with nuts, washers etc on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 1681 110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 1682 75 mm dia (Wall Thickness - 3.2 to 3.8 mm) 1683 Providing & fixing UPVC Floor trap of self cleansing designwith stainless steel grating complete in all respects. 1684 Multi Floor Trap (5 Ht) with height raiser and branch saddle strip of 50/75 mm outlet 1685 Plain Floor Trap (4 Ht) with 50 / 75 outlet and with height raiser 1686 P-Trap type Floor Trap 110 x 75 mm 1687 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 1688 Providing & fixing of SS Floor Cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. 1689 Providing and fixing 100 mm sand cast Iron grating for gully trap. 1690 Providing & fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick asbestos cement sheet ground fixed to wooden cleats with C.P. brass screws and washers. 1691 Providing & fixing soil, waste and vent pipes. 1692 a) 100mm dia centrifugally cast iron S & S pipe. 1693 b)75mm dia centrifugally cast iron S & S pipe. 1694 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc. 1695 a) for 100mm dia pipe. 1696 b) for 75mm dia pipe. 1697 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 1698 a) 100mm 1699 Sand cast iron S&S as per IS - 3989 1700 b) 75mm 1701 Sand cast iron S&S as per IS- 3989 1702 Providing and fixing plaincast iron S & S sanitary bend. 1703 a) 100mm 1704 Sand cast iron S&S as per IS - 1729 1705 b) 75mm 1706 Sand cast iron S&S as per IS - 3989 1707 Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 1708 a) 100x100x100mm 1709 b) 75x75x75mm 1710 Providing and fixingcast iron terminal guard. 1711 a) 100mm 1712 b) 75mm 1713 Providing & fixingcast iron coller. 1714 a)100 mm 1715 Sand cast iron S&S as per IS - 3989 1716 b)75mm dia. 1717 Sand cast iron S&S as per IS - 3989 1718 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 1719 a) 100mm 1720 b) 75mm 1721 Providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 1722 a) 100mm inlet & 75mm outlet. 1723 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 1724 15 mm nominal outer dia Pipes 1725 20 mm nominal outer dia Pipes 1726 25 mm nominal outer dia Pipes 1727 32 mm nominal outer dia Pipes 1728 Providing and fixing brass stop cock of approved quality. 1729 15 mm nominal bore 1730 Providing and fixing gun metal gate valve with wheel of approved quality. 1731 a) 25mm dia nominal bore 1732 b) 32mm dia nominal bore 1733 Providing and fixing ball valve (brass) of approved quality complete.(High or low pressure with plastic floats). 1734 a) 25mm. Nominal bore 1735 Providing and fixing 30 cm long unplasticised PVC connection pipe with brass unions. 1736 a) 15mm nominal bore 1737 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 1738 a) 15mm nominal bore 1739 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation 3concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 1740 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 1741 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 1742 With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 1743 Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1744 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 1745 a) 15mm nominal bore 1746 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 1747 a) 15mm nominal bore 1748 Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 1749 a) 15mm nominal bore 1750 Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 1751 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 1752 25mm nominal bore, weighing not less than 62 gms 1753 Cutting holes up to 30x30 cm in walls including making good the same: 1754 With common burnt clay F.P.S. (non modular) bricks 1755 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 1756 Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. 1757 Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : 1758 Rectangular manhole 90x80 cm with rectangular cover600 x 450 mm of grade LD - 2.5 1759 Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) 1760 ELECTRICAL WORK OF TYPE-III (G) 1761 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. 1762 Group B 1763 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. 1764 Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 1765 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 1766 2X1.5 sq. mm + 1 X 1.5 sq. mm earth wire 1767 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 1768 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 1769 Rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable and 1.5 sq.mm. FR PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. 1770 Group B 1771 Rewiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable and 1.5 sq.mm FRLS PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/PVC conduit including dismantling as required. 1772 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 1773 2 x 1.5 sq. mm 1774 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 1775 25 mm 1776 32 mm 1777 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 1778 100 mm X 100 mm X 60 mm deep 1779 150 mm X 75 mm X 60 mm deep 1780 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 1781 Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (For light plugs to be used in non residential buildings). 1782 Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 1783 S/F light plug point Modular type accessories :- 1784 Supply and fixing of suitable size GI box with modular plate and cover in front on surface or in recess including providingandfixing 3 pin 5/6 amps modular socket outlet and 5/6 amps. modular switch, connection etc. as required. 1785 S/F power plug point modular type accessories :- 1786 Supply and fixing of suitable size GI box with modular plate and cover in FRLSont on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps. modular switch, connection etc. as required. 1787 Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 1788 Supplying and fixing brass batten/ angle holder including connection etc. as required. 1789 Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required. 1790 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 1791 6 way, Double door 1792 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 1793 4 way (4 + 12), Double door 1794 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 1795 Single pole 1796 Single pole and neutral 1797 Triple pole 1798 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 1799 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 1800 Earthing with G.I. earth pipe 4.5 Mtr long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 1801 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 1802 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. 1803 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 1804 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 1805 Supply of 15W SURFACE MOUNTED ROUND LED with all accessories as per standard item.. 1806 Supply of 20W SURFACE MOUNTED ROUND LED with all accessories as per standard item..(Such as Panasonic ADL04R206 or Equivalent). 1807 Supply of 15W WALL BRACKET LED BULB with all accessories as per standard item..(Such as Panasonic PBUM01157 or Equivalent). 1808 Supply of 20W SURFACE MOUNTED LED TUBE with all accessories as per standard item..(Such as Panasonic PBTM01207 or Equivalent). 1809 Type-II Staff Qtrs. 1810 Structural Repair & Retrofitting 1811 Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 1812 25 mm average thickness 1813 Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. 1814 Bars upto 12 mm diameter 1815 Cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of Engineer in charge. 1816 Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineerin- Charge 1817 Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 1818 25mm thick in Grade M 25 with cement content not less than 330 kg per cum 1819 Repairs to Roof 1820 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete.The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :3 mm thick 1821 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. 1822 Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 1823 Repair to Toilets 1824 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 1825 For thickness of tiles 10 mm to 25 mm 1826 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 1827 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 1828 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 1829 Providing and filling of cinder in sunken portions. 1830 Repair to Plaster and Plinth Protection 1831 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1832 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 1833 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 1834 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 1835 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 1836 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge. 1837 With cement mortar 1:4 (1cement: 4 coarse sand) 1838 15mm cement plaster of mix : 1839 1:6 (1 cement : 6 course sand) 1840 Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): 1841 Raised and cut pointing 1842 6mm cement plaster to ceiling of mix : 1843 1:3 ( 1 cement : 3 fine sand) 1844 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 1845 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 1846 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 1847 Old work (one or more coats) 1848 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1849 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 1850 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 1851 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade 1852 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface 1853 Repairs to Door / Windows 1854 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 1855 Of area 3 sq. metres and below 1856 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 1857 Of area 3 sq. metres and below 1858 Renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 1859 Float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 1860 Renewal of old putty of glass panes (length) 1861 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coatwith approved steel primer all complete. Fixed to steel windows by welding 1862 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete 1863 250 mm weighing not less than 150gms. 1864 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 1865 100X58X1.90 mm 1866 Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 1867 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 1868 300 x 10mm 1869 150 x 10mm 1870 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 1871 125 mm 1872 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 1873 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 1874 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 1.5 mm thick. 1875 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 1876 Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 1877 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 1878 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1879 Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 1880 4.0 mm thick glass panes 1881 Applying priming coat : 1882 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 1883 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 1884 Two or more coats on new work 1885 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 1886 One or more coats on old work 1887 Miscellaneous 1888 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 1889 Cement mortar 1:6 (1 cement : 6 coarse sand) 1890 Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 75 in superstructure above plinth level up to floor V level. 1891 Cement mortar 1:4 (1 cement :4 coarse sand 1892 Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. 1893 PLUMBING WORK 1894 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 1895 75 to 80 mm dia pipe 1896 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : 1897 15 mm to 40 mm nominal bore 1898 Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge: 1899 Up to 150 mm diameter 1900 Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge. 1901 Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 1902 Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. 1903 Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres 1904 Up to 150 mm diameter 1905 Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer- charge : 1906 Rectangular manhole 90x80 cm and 45 cm deep 1907 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 1908 110 mm diameter 1909 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 1910 a) Coupler 1911 110 mm 1912 b) Bend 87.5° 1913 110 mm bend 1914 Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 1915 75 mm diameter pipes 1916 100 mm diameter pipes 1917 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 1918 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 1919 Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mmC.P. brass waste of standard pattern including cutting & making good the walls wherever required. 1920 a)Flat back wash Basin size 550x400 mm with single 15mm C.P. brass pillar tap. 1921 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making goodthe walls wherever required : 1922 Kitchen sink without drain board 1923 610x510 mm bowl depth 200 mm 1924 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 1925 a) 32mm dia (for wash basin) 1926 b) 40mm dia (for sink and urinal) 1927 Providing & fixing CP brass Overhead shower with shower arm, Hand Shower 95mm dia Single Lever Concealed Deusch Mixer with Provision for Connection to Overhead Shower and Easy flex Tube with accessories complete I allrespect 1928 Providing and fixing of C. P. brass towel rail 600 x 20 mm size complete with C.P. brass brackets 1929 Providing and fixing of C. P. brass towel ring complete with C.P. brass brackets 1930 Providing and fixing CP Brasssoap dish 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket and all fittings of the same material of approved quality and colour. 1931 Waste coupling 38 mm dia of 83 mm length and 77mmbreadth, weighing not less than 60 gms 1932 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382. 1933 The Pipes will be supported with threaded G I rods & U clamps with nuts, washers etc on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 1934 110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 1935 75 mm dia (Wall Thickness - 3.2 to 3.8 mm) 1936 Providing & fixing UPVC Floor trap of self cleansing designwith stainless steel grating complete in all respects. 1937 Multi Floor Trap (5 Ht) with height raiser and branch saddle strip of 50/75 mm outlet 1938 Plain Floor Trap (4 Ht) with 50 / 75 outlet and with height raiser 1939 P-Trap type Floor Trap 110 x 75 mm 1940 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 1941 Providing & fixing of SS Floor Cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. 1942 Providing and fixing 100 mm sand cast Iron grating for gully trap. 1943 Providing & fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick asbestos cement sheet ground fixed to wooden cleats with C.P. brass screws and washers. 1944 Providing & fixing soil, waste and vent pipes. 1945 a) 100mm dia centrifugally cast iron S & S pipe. 1946 b)75mm dia centrifugally cast iron S & S pipe. 1947 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc. 1948 a) for 100mm dia pipe. 1949 b) for 75mm dia pipe. 1950 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 1951 a) 100mm 1952 Sand cast iron S&S as per IS - 3989 1953 b) 75mm 1954 Sand cast iron S&S as per IS- 3989 1955 Providing and fixing plaincast iron S & S sanitary bend. 1956 a) 100mm 1957 Sand cast iron S&S as per IS - 1729 1958 b) 75mm 1959 Sand cast iron S&S as per IS - 3989 1960 Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 1961 a) 100x100x100mm 1962 b) 75x75x75mm 1963 Providing and fixingcast iron terminal guard. 1964 a) 100mm 1965 b) 75mm 1966 Providing & fixingcast iron coller. 1967 a)100 mm 1968 Sand cast iron S&S as per IS - 3989 1969 b)75mm dia. 1970 Sand cast iron S&S as per IS - 3989 1971 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 1972 a) 100mm 1973 b) 75mm 1974 Providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 1975 a) 100mm inlet & 75mm outlet. 1976 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 1977 15 mm nominal outer dia Pipes 1978 20 mm nominal outer dia Pipes 1979 25 mm nominal outer dia Pipes 1980 32 mm nominal outer dia Pipes 1981 Providing and fixing brass stop cock of approved quality. 1982 15 mm nominal bore 1983 Providing and fixing gun metal gate valve with wheel of approved quality. 1984 a) 25mm dia nominal bore 1985 b) 32mm dia nominal bore 1986 Providing and fixing ball valve (brass) of approved quality complete.(High or low pressure with plastic floats). 1987 a) 25mm. Nominal bore 1988 Providing and fixing 30 cm long unplasticised PVC connection pipe with brass unions. 1989 a) 15mm nominal bore 1990 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 1991 a) 15mm nominal bore 1992 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation 3concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 1993 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 1994 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 1995 With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 1996 Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1997 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 1998 a) 15mm nominal bore 1999 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 2000 a) 15mm nominal bore 2001 Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 2002 a) 15mm nominal bore 2003 Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 2004 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 2005 25mm nominal bore, weighing not less than 62 gms 2006 Cutting holes up to 30x30 cm in walls including making good the same: 2007 With common burnt clay F.P.S. (non modular) bricks 2008 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 2009 Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. 2010 Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : 2011 Rectangular manhole 90x80 cm with rectangular cover600 x 450 mm of grade LD - 2.5 2012 Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) 2013 ELECTRICAL WORK 2014 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. 2015 Group B 2016 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. 2017 Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 2018 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2019 2X1.5 sq. mm + 1 X 1.5 sq. mm earth wire 2020 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 2021 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 2022 Rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable and 1.5 sq.mm. FR PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. 2023 Group B 2024 Rewiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable and 1.5 sq.mm FRLS PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/PVC conduit including dismantling as required. 2025 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 2026 2 x 1.5 sq. mm 2027 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 2028 25 mm 2029 32 mm 2030 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 2031 100 mm X 100 mm X 60 mm deep 2032 150 mm X 75 mm X 60 mm deep 2033 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 2034 Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (For light plugs to be used in non residential buildings). 2035 Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 2036 S/F light plug point Modular type accessories :- 2037 Supply and fixing of suitable size GI box with modular plate and cover in front on surface or in recess including providingandfixing 3 pin 5/6 amps modular socket outlet and 5/6 amps. modular switch, connection etc. as required. 2038 S/F power plug point modular type accessories :- 2039 Supply and fixing of suitable size GI box with modular plate and cover in FRLSont on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps. modular switch, connection etc. as required. 2040 Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 2041 Supplying and fixing brass batten/ angle holder including connection etc. as required. 2042 Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required. 2043 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 2044 6 way, Double door 2045 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 2046 4 way (4 + 12), Double door 2047 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2048 Single pole 2049 Single pole and neutral 2050 Triple pole 2051 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 2052 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 2053 Earthing with G.I. earth pipe 4.5 Mtr long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 2054 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 2055 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. 2056 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 2057 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 2058 Supply of 15W SURFACE MOUNTED ROUND LED with all accessories as per standard item.. 2059 Supply of 20W SURFACE MOUNTED ROUND LED with all accessories as per standard item..(Such as Panasonic ADL04R206 or Equivalent). 2060 Supply of 15W WALL BRACKET LED BULB with all accessories as per standard item..(Such as Panasonic PBUM01157 or Equivalent). 2061 Supply of 20W SURFACE MOUNTED LED TUBE with all accessories as per standard item..(Such as Panasonic PBTM01207 or Equivalent). 2062 Staff Qtrs Type-I . 2063 Structural Repair & Retrofitting 2064 Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 2065 50 mm average thickness 2066 25 mm average thickness 2067 Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. 2068 Bars upto 12 mm diameter 2069 Cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of Engineer in charge. 2070 Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineerin- Charge 2071 Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 2072 25mm thick in Grade M 25 with cement content not less than 330 kg per cum 2073 50mm thick in Grade M 25 with cement content not less than 330 kg per cum 2074 Re-Baring of MS bar 10 mm dia with Fisher Chemical including drilling of hole, cleaning, and fixing of bar complete as per direction of Engineer-in-Charge. 2075 Repairs to Roof 2076 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete.The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :3 mm thick 2077 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. 2078 Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 2079 Repair to Toilets 2080 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2081 Nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) 2082 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Glazed Vitrified tiles Matt/Antiskid finish of size of Tile 600 x 600 mm 2083 Providing and fixing Ist quality Glazed vitrified tiles polished finish of size 450 x 600 mm tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 2084 Repair to Plaster and Plinth Protection 2085 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2086 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 2087 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 2088 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 2089 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 2090 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge. 2091 With cement mortar 1:4 (1cement: 4 coarse sand) 2092 12mm cement plaster of mix : 2093 1:6 (1 cement : 6 course sand) 2094 6mm cement plaster to ceiling of mix : 2095 1:3 ( 1 cement : 3 fine sand) 2096 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 2097 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 2098 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 Old work (one or more coats) 2099 Old work (one or more coats) 2100 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2101 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 2102 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 2103 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade 2104 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface 2105 Repairs to Door / Windows 2106 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 2107 Of area 3 sq. metres and below 2108 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 2109 Of area 3 sq. metres and below 2110 Renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 2111 Float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 2112 Renewal of old putty of glass panes (length) 2113 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 2114 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 2115 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 2116 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coatwith approved steel primer all complete. Fixed to steel windows by welding 2117 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete 2118 300 mm weighing not less than 200gms. 2119 250 mm weighing not less than 150gms. 2120 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 2121 100X58X1.90 mm 2122 Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 2123 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 2124 300 x 10mm 2125 150 x 10mm 2126 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. 2127 Providing and fixing to existing door frames. 2128 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam PUF)/ Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. 2129 Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws. 2130 30 mm thick shutterswith ISI marked M.S. butt hinges with necessary screws 2131 With ISI marked stainless steel butt hinges of required size 2132 Kiln seasoned and chemically treated hollock wood 2133 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm allcomplete. 2134 With 12 mm mild steel U beading 2135 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 2136 125 mm 2137 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 2138 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 2139 Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 2140 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 2141 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 2142 Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 2143 4.0 mm thick glass panes 2144 Applying priming coat : 2145 With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) 2146 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 2147 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 2148 Two or more coats on new work 2149 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 2150 One or more coats on old work 2151 Flooring 2152 Miscellaneous 2153 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 2154 Cement mortar 1:6 (1 cement : 6 coarse sand) 2155 Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 75 in superstructure above plinth level up to floor V level. 2156 Cement mortar 1:4 (1 cement :4 coarse sand 2157 Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. 2158 Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 2159 PLUMBING WORK OF TYPE-I (G) 2160 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 2161 75 to 80 mm dia pipe 2162 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : 2163 15 mm to 40 mm nominal bore 2164 Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge: 2165 Up to 150 mm diameter 2166 Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge. 2167 Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 2168 Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. 2169 Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres 2170 Up to 150 mm diameter 2171 Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer- charge : 2172 Rectangular manhole 90x80 cm and 45 cm deep 2173 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 2174 110 mm diameter 2175 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 2176 a) Coupler 2177 110 mm 2178 b) Bend 87.5° 2179 110 mm bend 2180 Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 2181 75 mm diameter pipes 2182 100 mm diameter pipes 2183 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 2184 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 2185 Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mmC.P. brass waste of standard pattern including cutting & making good the walls wherever required. 2186 a)Flat back wash Basin size 550x400 mm with single 15mm C.P. brass pillar tap. 2187 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making goodthe walls wherever required : 2188 Kitchen sink without drain board 2189 610x510 mm bowl depth 200 mm 2190 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 2191 a) 32mm dia (for wash basin) 2192 b) 40mm dia (for sink and urinal) 2193 Providing & fixing CP brass Overhead shower with shower arm, Hand Shower 95mm dia Single Lever Concealed Deusch Mixer with Provision for Connection to Overhead Shower and Easy flex Tube with accessories complete I allrespect 2194 Providing and fixing of C. P. brass towel rail 600 x 20 mm size complete with C.P. brass brackets 2195 Providing and fixing of C. P. brass towel ring complete with C.P. brass brackets 2196 Providing and fixing CP Brasssoap dish 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket and all fittings of the same material of approved quality and colour. 2197 Waste coupling 38 mm dia of 83 mm length and 77mmbreadth, weighing not less than 60 gms 2198 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382. 2199 The Pipes will be supported with threaded G I rods & U clamps with nuts, washers etc on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 2200 110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 2201 75 mm dia (Wall Thickness - 3.2 to 3.8 mm) 2202 Providing & fixing UPVC Floor trap of self cleansing designwith stainless steel grating complete in all respects. 2203 Multi Floor Trap (5 Ht) with height raiser and branch saddle strip of 50/75 mm outlet 2204 Plain Floor Trap (4 Ht) with 50 / 75 outlet and with height raiser 2205 P-Trap type Floor Trap 110 x 75 mm 2206 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 2207 Providing & fixing of SS Floor Cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. 2208 Providing and fixing 100 mm sand cast Iron grating for gully trap. 2209 Providing & fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick asbestos cement sheet ground fixed to wooden cleats with C.P. brass screws and washers. 2210 Providing & fixing soil, waste and vent pipes. 2211 a) 100mm dia centrifugally cast iron S & S pipe. 2212 b)75mm dia centrifugally cast iron S & S pipe. 2213 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc. 2214 a) for 100mm dia pipe. 2215 b) for 75mm dia pipe. 2216 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 2217 a) 100mm 2218 Sand cast iron S&S as per IS - 3989 2219 b) 75mm 2220 Sand cast iron S&S as per IS- 3989 2221 Providing and fixing plaincast iron S & S sanitary bend. 2222 a) 100mm 2223 Sand cast iron S&S as per IS - 1729 2224 b) 75mm 2225 Sand cast iron S&S as per IS - 3989 2226 Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 2227 a) 100x100x100mm 2228 b) 75x75x75mm 2229 Providing and fixingcast iron terminal guard. 2230 a) 100mm 2231 b) 75mm 2232 Providing & fixingcast iron coller. 2233 a)100 mm 2234 Sand cast iron S&S as per IS - 3989 2235 b)75mm dia. 2236 Sand cast iron S&S as per IS - 3989 2237 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 2238 a) 100mm 2239 b) 75mm 2240 Providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 2241 a) 100mm inlet & 75mm outlet. 2242 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 2243 15 mm nominal outer dia Pipes 2244 20 mm nominal outer dia Pipes 2245 25 mm nominal outer dia Pipes 2246 32 mm nominal outer dia Pipes 2247 Providing and fixing brass stop cock of approved quality. 2248 15 mm nominal bore 2249 Providing and fixing gun metal gate valve with wheel of approved quality. 2250 a) 25mm dia nominal bore 2251 b) 32mm dia nominal bore 2252 Providing and fixing ball valve (brass) of approved quality complete.(High or low pressure with plastic floats). 2253 a) 25mm. Nominal bore 2254 Providing and fixing 30 cm long unplasticised PVC connection pipe with brass unions. 2255 a) 15mm nominal bore 2256 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 2257 a) 15mm nominal bore 2258 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation 3concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 2259 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 2260 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 2261 With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 2262 Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 2263 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 2264 a) 15mm nominal bore 2265 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 2266 a) 15mm nominal bore 2267 Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 2268 a) 15mm nominal bore 2269 Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 2270 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 2271 25mm nominal bore, weighing not less than 62 gms 2272 Cutting holes up to 30x30 cm in walls including making good the same: 2273 With common burnt clay F.P.S. (non modular) bricks 2274 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 2275 Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. 2276 Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : 2277 Rectangular manhole 90x80 cm with rectangular cover600 x 450 mm of grade LD - 2.5 2278 Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) 2279 ELECTRICAL WORK OF TYPE-I (G) 2280 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. 2281 Group B 2282 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. 2283 Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 2284 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2285 2X1.5 sq. mm + 1 X 1.5 sq. mm earth wire 2286 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 2287 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 2288 Rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable and 1.5 sq.mm. FR PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. 2289 Group B 2290 Rewiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable and 1.5 sq.mm FRLS PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/PVC conduit including dismantling as required. 2291 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 2292 2 x 1.5 sq. mm 2293 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 2294 25 mm 2295 32 mm 2296 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 2297 100 mm X 100 mm X 60 mm deep 2298 150 mm X 75 mm X 60 mm deep 2299 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 2300 Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (For light plugs to be used in non residential buildings). 2301 Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 2302 S/F light plug point Modular type accessories :- 2303 Supply and fixing of suitable size GI box with modular plate and cover in front on surface or in recess including providingandfixing 3 pin 5/6 amps modular socket outlet and 5/6 amps. modular switch, connection etc. as required. 2304 S/F power plug point modular type accessories :- 2305 Supply and fixing of suitable size GI box with modular plate and cover in FRLSont on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps. modular switch, connection etc. as required. 2306 Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 2307 Supplying and fixing brass batten/ angle holder including connection etc. as required. 2308 Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required. 2309 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 2310 6 way, Double door 2311 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 2312 4 way (4 + 12), Double door 2313 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2314 Single pole 2315 Single pole and neutral 2316 Triple pole 2317 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 2318 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 2319 Earthing with G.I. earth pipe 4.5 Mtr long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 2320 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 2321 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. 2322 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 2323 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 2324 Supply of 15W SURFACE MOUNTED ROUND LED with all accessories as per standard item.. 2325 Supply of 20W SURFACE MOUNTED ROUND LED with all accessories as per standard item..(Such as Panasonic ADL04R206 or Equivalent). 2326 Supply of 15W WALL BRACKET LED BULB with all accessories as per standard item..(Such as Panasonic PBUM01157 or Equivalent). 2327 Supply of 20W SURFACE MOUNTED LED TUBE with all accessories as per standard item..(Such as Panasonic PBTM01207 or Equivalent). 2328 TYPE-I (G) 5 UNITS 2329 REPAIRS TO ROOF 2330 Dismantling roofing including ridges, hips, valleys and gutters etc.,and stacking the material within 50 metres lead of: 2331 Asbestos Cement sheet 2332 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete 0.80 mm thick with zinc coating not less than 275 gm/m* 2333 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 2334 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, 2335 shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 2336 12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3) : 1996 (Board with BIS certification marks) 2337 Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3 mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. 0.80 mm thick with zinc coating not less than 275 gm/m* 2338 REPAIRS TO TOILETS 2339 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2340 Nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) 2341 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 2342 For thickness of tiles 10 mm to 25 mm 2343 Providing and fixing Ist quality Glazed vitrified tiles polished finish of size 450 x 600 mm tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 2344 Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Glazed Vitrified tiles Matt/Antiskid finish of size of Tile 600 x 600 mm 2345 REPAIR TO PLASTER & PLINTH PROTECTION 2346 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2347 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 2348 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 2349 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 2350 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge. 2351 With cement mortar 1:4 (1cement: 4 coarse sand) 2352 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 2353 12mm cement plaster of mix : 2354 1:6 (1 cement : 6 course sand) 2355 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 2356 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 2357 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 2358 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 2359 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 Old work (one or more coats) 2360 Old work (one or more coats) 2361 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. 2362 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm)over existing cement paint surface 2363 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2364 REPAIRS TO DOOR/WINDOWS 2365 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 2366 Of area 3 sq. metres and below 2367 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 2368 Of area 3 sq. metres and below 2369 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: 2370 Float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 2371 Renewal of old putty of glass panes (length) 2372 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 2373 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 2374 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 2375 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coatwith approved steel primer all complete. Fixed to steel windows by welding 2376 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete 2377 300 mm weighing not less than 200gms. 2378 Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 2379 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 2380 300 x 10mm 2381 150 x 10mm 2382 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 2383 125 mm 2384 Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. 2385 Twin rubber stopper 2386 Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws. 2387 30 mm thick shutterswith ISI marked M.S. butt hinges with necessary screws 2388 With ISI marked stainless steel butt hinges of required size 2389 Kiln seasoned and chemically treated hollock wood 2390 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm allcomplete. 2391 With 12 mm mild steel U beading 2392 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 2393 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 2394 Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 2395 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 2396 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 2397 Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 2398 4.0 mm thick glass panes 2399 Applying priming coat : 2400 With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood. 2401 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 2402 over an under coat of suitableshadewithordinarypaint of approved brand and manufacture 2403 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 2404 One or more coats on old work 2405 MISCELLANEOUS 2406 Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 2407 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 2408 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural ources) 2409 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 2410 Cement mortar 1:6 (1 cement : 6 coarse sand) 2411 Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 75 in superstructure above plinth level up to floor V level. 2412 Cement mortar 1:4 (1 cement :4 coarse sand 2413 Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. 2414 PLUMBING WORK OF TYPE-I (G) 5 UNITS 2415 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : 2416 15 mm to 40 mm nominal bore 2417 Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge: 2418 Up to 150 mm diameter 2419 Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge. 2420 Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 2421 Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. 2422 Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. 2423 Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres 2424 Up to 150 mm diameter 2425 Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer- charge : 2426 Rectangular manhole 90x80 cm and 45 cm deep 2427 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 2428 110 mm diameter 2429 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 2430 a) Coupler 2431 110 mm 2432 b) Bend 87.5° 2433 110 mm bend 2434 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 2435 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 2436 Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mmC.P. brass waste of standard pattern including cutting & making good the walls wherever required. 2437 a)Flat back wash Basin size 550x400 mm with single 15mm C.P. brass pillar tap. 2438 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making goodthe walls wherever required : 2439 Kitchen sink without drain board 2440 610x510 mm bowl depth 200 mm 2441 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 2442 a) 32mm dia (for wash basin) 2443 b) 40mm dia (for sink and urinal) 2444 Providing & fixing CP brass Overhead shower with shower arm, Hand Shower 95mm dia Single Lever Concealed Deusch Mixer with Provision for Connection to Overhead Shower and Easy flex Tube with accessories complete I allrespect 2445 Providing and fixing of C. P. brass towel rail 600 x 20 mm size complete with C.P. brass brackets 2446 Providing and fixing of C. P. brass towel ring complete with C.P. brass brackets 2447 Providing and fixing CP Brasssoap dish 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket and all fittings of the same material of approved quality and colour. 2448 Providing & fixing C.P. Brass Waste Coupling for PVC waste Pipe. 2449 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382. 2450 The Pipes will be supported with threaded G I rods & U clamps with nuts, washers etc on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 2451 110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 2452 75 mm dia (Wall Thickness - 3.2 to 3.8 mm) 2453 Providing & fixing UPVC Floor trap of self cleansing designwith stainless steel grating complete in all respects. 2454 Multi Floor Trap (5 Ht) with height raiser and branch saddle strip of 50/75 mm outlet 2455 Plain Floor Trap (4 Ht) with 50 / 75 outlet and with height raiser 2456 P-Trap type Floor Trap 110 x 75 mm 2457 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 2458 Providing & fixing of SS Floor Cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. 2459 Providing and fixing 100 mm sand cast Iron grating for gully trap. 2460 Providing & fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick asbestos cement sheet ground fixed to wooden cleats with C.P. brass screws and washers. 2461 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 2462 15 mm nominal outer dia Pipes 2463 20 mm nominal outer dia Pipes 2464 25 mm nominal outer dia Pipes 2465 32 mm nominal outer dia Pipes 2466 Providing and fixing brass stop cock of approved quality. 2467 15 mm nominal bore 2468 Providing and fixing gun metal gate valve with wheel of approved quality. 2469 a) 25mm dia nominal bore 2470 b) 32mm dia nominal bore 2471 Providing and fixing ball valve (brass) of approved quality complete.(High or low pressure with plastic floats). 2472 a) 25mm. Nominal bore 2473 Providing and fixing 30 cm long unplasticised PVC connection pipe with brass unions. 2474 a) 15mm nominal bore 2475 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 2476 a) 15mm nominal bore 2477 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation 3concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 2478 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 2479 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 2480 With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 2481 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 2482 a) 15mm nominal bore 2483 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 2484 a) 15mm nominal bore 2485 Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 2486 a) 15mm nominal bore 2487 Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 2488 Cutting holes up to 30x30 cm in walls including making good the same: 2489 With common burnt clay F.P.S. (non modular) bricks 2490 Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. 2491 Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : 2492 Rectangular manhole 90x80 cm with rectangular cover600 x 450 mm of grade LD - 2.5 2493 ELECTRICAL WORK OF TYPE-I (G) 5 UNITS 2494 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. 2495 Group B 2496 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. 2497 Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 2498 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2499 2X1.5 sq. mm + 1 X 1.5 sq. mm earth wire 2500 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 2501 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 2502 Rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable and 1.5 sq.mm. FR PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. 2503 Group B 2504 Rewiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable and 1.5 sq.mm FRLS PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/PVC conduit including dismantling as required. 2505 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 2506 2 x 1.5 sq. mm 2507 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 2508 25 mm 2509 32 mm 2510 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 2511 100 mm X 100 mm X 60 mm deep 2512 150 mm X 75 mm X 60 mm deep 2513 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 2514 Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (For light plugs to be used in non residential buildings). 2515 Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 2516 Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 2517 Supplying and fixing brass batten/ angle holder including connection etc. as required. 2518 Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required. 2519 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 2520 6 way, Double door 2521 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 2522 4 way (4 + 12), Double door 2523 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2524 Single pole 2525 Single pole and neutral 2526 Triple pole 2527 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 2528 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 2529 Earthing with G.I. earth pipe 4.5 Mtr long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 2530 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 2531 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. 2532 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 2533 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 2534 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover 3on the fan box etc. as required. 2535 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 2536 Upto 450 mm sweep 2537 Supply of 15W SURFACE MOUNTED ROUND LED with all accessories as per standard item.. 2538 Supply of 20W SURFACE MOUNTED ROUND LED with all accessories as per standard item..(Such as Panasonic ADL04R206 or Equivalent). 2539 Supply of 15W WALL BRACKET LED BULB with all accessories as per standard item..(Such as Panasonic PBUM01157 or Equivalent). 2540 Supply of 20W SURFACE MOUNTED LED TUBE with all accessories as per standard item..(Such as Panasonic PBTM01207 or Equivalent). 2541 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 2542 Supplyof AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting FRLSame and other accessories etc.complete 2543 300 mm sweep 1300 rpm 2544 Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per direction of Engineer-in-charge. 2545 LIGHTNING CONDUCTOR 2546 Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required. 2547 Fixing of lightning conductor finial (single prong) with base plate including holes etc. complete as required. 2548 Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required. 2549 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run) 2550 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run) 2551 Fixing of copper/ G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run) 2552 Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required. 2553 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. Details of cost for one Set 2554 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. 2555 COST OF TYPE- 4 2556 Structural Repair & Retrofitting 2557 Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 2558 50 mm average thickness 2559 25 mm average thickness 2560 Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge. 2561 Bars upto 12 mm diameter 2562 Cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of Engineer in charge. 2563 Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineerin- Charge 2564 Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/ tapping with a blunt metal instrument. 2565 25mm thick in Grade M 25 with cement content not less than 330 kg per cum 2566 50mm thick in Grade M 25 with cement content not less than 330 kg per cum 2567 Re-Baring of MS bar 10 mm dia with Fisher Chemical including drilling of hole, cleaning, and fixing of bar complete as per direction of Engineer-in-Charge. 2568 Repairs to Roof 2569 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete.The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :3 mm thick 2570 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. 2571 Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 2572 Repair to Toilets 2573 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 2574 For thickness of tiles 10 mm to 25 mm 2575 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 2576 Repair to Plaster and Plinth Protection 2577 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2578 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 2579 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 2580 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 2581 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge. 2582 With cement mortar 1:4 (1cement: 4 coarse sand) 2583 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 2584 15mm cement plaster on rough side of single or half brick wall of mix 2585 1:6 (1 cement : 6 course sand) 2586 6mm cement plaster to ceiling of mix : 2587 1:3 ( 1 cement : 3 fine sand) 2588 Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. 2589 Two coats 2590 Distempering with 1st quality acrylic distemper (ready made) having VOC content less than 50 gm per ltr. of approved manufacturer and of required shade and colour complete. as per manufacturers specification. 2591 One or more coats on old work 2592 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2593 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 2594 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 2595 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade 2596 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface 2597 Repairs to Door / Windows 2598 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 2599 Of area 3 sq. metres and below 2600 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 2601 Of area 3 sq. metres and below 2602 Renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 2603 Float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 2604 Renewal of old putty of glass panes (length) 2605 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 2606 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 2607 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 2608 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coatwith approved steel primer all complete Fixed to steel windows by welding 2609 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete 2610 300 mm weighing not less than 200gms. 2611 250 mm weighing not less than 150gms. 2612 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 2613 100X58X1.90 mm 2614 Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 2615 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 2616 300 x 10mm 2617 150 x 10mm 2618 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (a) 125 mm. 2619 125 mm 2620 Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. 2621 Twin rubber stopper 2622 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. 2623 Providing and fixing to existing door frames. 2624 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam PUF)/ Polystyrene foam to be used as filler material throughout the hollow panel, castedmonolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. 2625 Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws. 2626 30 mm thick shutterswith ISI marked M.S. butt hinges with necessary screws 2627 With ISI marked stainless steel butt hinges of required size 2628 Kiln seasoned and chemically treated hollock wood 2629 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm allcomplete. 2630 With 12 mm mild steel U beading 2631 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). 2632 Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size 2633 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 2634 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 2635 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 2636 Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with 2637 4.0 mm thick glass panes 2638 Applying priming coat : 2639 With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood 2640 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 2641 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 2642 over an under coat of suitableshadewithordinarypaint of approved brand and manufacture 2643 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 2644 One or more coats on old work 2645 Repairs to Flooring 2646 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2647 Nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) 2648 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 2649 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural ources) 2650 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 2651 25 mm thick 2652 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 2653 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 2654 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.size of tile 600x 600 mm 2655 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.size of tile 600x 600 mm 2656 Miscellaneous 2657 Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 2658 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 2659 Cement mortar 1:6 (1 cement : 6 coarse sand) 2660 Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 75 in superstructure above plinth level up to floor V level. 2661 Cement mortar 1:4 (1 cement :4 coarse sand 2662 Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. 2663 PLUMBING WORK OF TYPE-4 2664 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 2665 75 to 80 mm dia pipe 2666 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : 2667 15 mm to 40 mm nominal bore 2668 Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge: 2669 Up to 150 mm diameter 2670 Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge. 2671 Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. 2672 Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. 2673 Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. 2674 Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres 2675 Up to 150 mm diameter 2676 Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer- charge : 2677 Rectangular manhole 90x80 cm and 45 cm deep 2678 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 2679 110 mm diameter 2680 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 2681 a) Coupler 2682 110 mm 2683 b) Bend 87.5° 2684 110 mm bend 2685 Painting (one or more coats) on rain water, soil, waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work : 2686 75 mm diameter pipes 2687 100 mm diameter pipes 2688 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 2689 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 2690 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls and floors wherever required : 2691 W.C. pan with ISI marked white solid plastic seat and lid 2692 Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mmC.P. brass waste of standard pattern including cutting & making good the walls wherever required. 2693 a)Flat back wash Basin size 550x400 mm with single 15mm C.P. brass pillar tap. 2694 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making goodthe walls wherever required : 2695 Kitchen sink without drain board 2696 610x510 mm bowl depth 200 mm 2697 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 2698 a) 32mm dia (for wash basin) 2699 b) 40mm dia (for sink and urinal) 2700 Providing & fixing CP brass Overhead shower with shower arm, Hand Shower 95mm dia Single Lever Concealed Deusch Mixer with Provision for Connection to Overhead Shower and Easy flex Tube with accessories complete I allrespect 2701 Providing and fixing of C. P. brass towel rail 600 x 20 mm size complete with C.P. brass brackets 2702 Providing and fixing of C. P. brass towel ring complete with C.P. brass brackets 2703 Providing and fixing CP Brasssoap dish 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket and all fittings of the same material of approved quality and colour. 2704 Providing & fixing C.P. Brass Waste Coupling for PVC waste Pipe. 2705 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipesfor soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints, including all neccessary specials and fittings (confirming to IS:14735) i.e. bends, tees, junctions (with or without doors),reducers, WC connectors, couplers, expansion joints / bellows, cowels, clamps, rubber rings, clean outs etc. fixing at wall/ ceiling/ floor level supported by clamp & hangers etc. in concealed / inside duct / under floor & basement ceiling / external work etc. including chase cutting as required, excavation and back filling in all kind of soils, suspended from floor under false ceiling or embedding the pipes laid under floors / building in 75 mm. alround 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of shuttering for proper completion of the work, breaking and making good the walls and floors etc. after pipes have been duly laid and tested. The rubber ring shall confirm to IS:5382. 2706 The Pipes will be supported with threaded G I rods & U clamps with nuts, washers etc on 50x50x5 mm slotted angle. The cost will include all support arrangements. The work includes commissioning of all pipes lines as per drawings and specifications and as directed by engg-in-charge at site. 2707 110 mm dia (Wall Thickness - 3.2 to 3.8 mm) 2708 75 mm dia (Wall Thickness - 3.2 to 3.8 mm) 2709 Providing & fixing UPVC Floor trap of self cleansing designwith stainless steel grating complete in all respects. 2710 Multi Floor Trap (5 Ht) with height raiser and branch saddle strip of 50/75 mm outlet 2711 Plain Floor Trap (4 Ht) with 50 / 75 outlet and with height raiser 2712 P-Trap type Floor Trap 110 x 75 mm 2713 Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. 2714 Providing & fixing of SS Floor Cleanout, round or square with rubber seal and flat round cover with screws and other required fitting complete as required. 2715 Providing and fixing 100 mm sand cast Iron grating for gully trap. 2716 Providing & fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick asbestos cement sheet ground fixed to wooden cleats with C.P. brass screws and washers. 2717 Providing & fixing soil, waste and vent pipes. 2718 a) 100mm dia centrifugally cast iron S & S pipe. 2719 b)75mm dia centrifugally cast iron S & S pipe. 2720 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc. 2721 a) for 100mm dia pipe. 2722 b) for 75mm dia pipe. 2723 Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 2724 a) 100mm 2725 Sand cast iron S&S as per IS - 3989 2726 b) 75mm 2727 Sand cast iron S&S as per IS- 3989 2728 Providing and fixing plaincast iron S & S sanitary bend. 2729 a) 100mm 2730 Sand cast iron S&S as per IS - 1729 2731 b) 75mm 2732 Sand cast iron S&S as per IS - 3989 2733 Providing and fixing centrifugaly cast iron single equal plain junction of required degree. 2734 a) 100x100x100mm 2735 b) 75x75x75mm 2736 Providing and fixingcast iron terminal guard. 2737 a) 100mm 2738 b) 75mm 2739 Providing & fixingcast iron coller. 2740 a)100 mm 2741 Sand cast iron S&S as per IS - 3989 2742 b)75mm dia. 2743 Sand cast iron S&S as per IS - 3989 2744 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters. 2745 a) 100mm 2746 b) 75mm 2747 Providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors. 2748 a) 100mm inlet & 75mm outlet. 2749 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. 2750 15 mm nominal outer dia Pipes 2751 20 mm nominal outer dia Pipes 2752 25 mm nominal outer dia Pipes 2753 32 mm nominal outer dia Pipes 2754 Providing and fixing brass stop cock of approved quality. 2755 15 mm nominal bore 2756 Providing and fixing gun metal gate valve with wheel of approved quality. 2757 a) 25mm dia nominal bore 2758 b) 32mm dia nominal bore 2759 Providing and fixing ball valve (brass) of approved quality complete.(High or low pressure with plastic floats). 2760 a) 25mm. Nominal bore 2761 Providing and fixing 30 cm long unplasticised PVC connection pipe with brass unions. 2762 a) 15mm nominal bore 2763 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 2764 a) 15mm nominal bore 2765 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation 3concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : 2766 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 2767 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : 2768 With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5 2769 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 2770 a) 15mm nominal bore 2771 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 2772 a) 15mm nominal bore 2773 Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 2774 a) 15mm nominal bore 2775 Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. 2776 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour. 2777 25mm nominal bore, weighing not less than 62 gms 2778 Cutting holes up to 30x30 cm in walls including making good the same: 2779 With common burnt clay F.P.S. (non modular) bricks 2780 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 2781 Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. 2782 Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : 2783 Rectangular manhole 90x80 cm with rectangular cover600 x 450 mm of grade LD - 2.5 2784 Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) 2785 ELECTRICAL WORK OF TYPE-4 2786 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. 2787 Group B 2788 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. 2789 Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 2790 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2791 2X1.5 sq. mm + 1 X 1.5 sq. mm earth wire 2792 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 2793 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 2794 Rewiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable and 1.5 sq.mm. FR PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel conduit including dismantling as required. 2795 Group B 2796 Rewiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable and 1.5 sq.mm FRLS PVC insulated copper conductor single core cable as earth wire in existing surface/ recessed steel/PVC conduit including dismantling as required. 2797 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 2798 2 x 1.5 sq. mm 2799 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 2800 25 mm 2801 32 mm 2802 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 2803 100 mm X 100 mm X 60 mm deep 2804 150 mm X 75 mm X 60 mm deep 2805 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 2806 Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (For light plugs to be used in non residential buildings). 2807 Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 2808 Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 2809 Supplying and fixing brass batten/ angle holder including connection etc. as required. 2810 Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required. 2811 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 2812 6 way, Double door 2813 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 2814 4 way (4 + 12), Double door 2815 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2816 Single pole 2817 Single pole and neutral 2818 Triple pole 2819 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 2820 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 2821 Earthing with G.I. earth pipe 4.5 Mtr long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. 2822 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 2823 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. 2824 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. 2825 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 2826 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 2827 Upto 450 mm sweep 2828 Supply of 15W SURFACE MOUNTED ROUND LED with all accessories as per standard item.. 2829 Supply of 20W SURFACE MOUNTED ROUND LED with all accessories as per standard item..(Such as Panasonic ADL04R206 or Equivalent). 2830 Supply of 15W WALL BRACKET LED BULB with all accessories as per standard item..(Such as Panasonic PBUM01157 or Equivalent). 2831 Supply of 20W SURFACE MOUNTED LED TUBE with all accessories as per standard item..(Such as Panasonic PBTM01207 or Equivalent). 2832 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 2833 Supplyof AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting FRLSame and other accessories etc.complete 2834 300 mm sweep 1300 rpm 2835 COST OF WORKSHOP 2836 Repairs to Roof 2837 Dismantling roofing including ridges, hips, valleys and gutters etc.,and stacking the material within 50 metres lead of: 2838 Asbestos Cement sheet 2839 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete 0.80 mm thick with zinc coating not less than 275 gm/m* 2840 Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.0.80 mm thick with zinc coating not less than 275 gm/m* 2841 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 2842 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturers specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 2843 12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3) : 1996 (Board with BIS certification marks) 2844 Repair to Plaster and Plinth Protection 2845 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2846 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 2847 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 2848 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 2849 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 2850 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge. 2851 With cement mortar 1:4 (1cement: 4 coarse sand) 2852 12mm cement plaster of mix : 2853 1:6 (1 cement : 6 course sand) 2854 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour 2855 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 2856 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 Old work (one or more coats) 2857 Old work (one or more coats) 2858 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2859 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 2860 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 2861 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade 2862 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface 2863 Miscellaneous 2864 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 2865 In cement mortar 2866 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 2867 Cement mortar 1:6 (1 cement : 6 coarse sand) 2868 Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab, including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete. 2869 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : 2870 75 to 80 mm dia pipe 2871 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 2872 110 mm diameter 2873 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 2874 a) Coupler 2875 110 mm 2876 b) Bend 87.5° 2877 110 mm bend 2878 ELECTRICAL COST OF WORKSHOP 2879 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. 2880 Group C 2881 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2882 2X1.5 sq. mm + 1 X 1.5 sq. mm earth wire 2883 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 2884 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 2885 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 2886 2 x 1.5 sq. mm 2887 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 2888 25 mm 2889 32 mm 2890 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 2891 100 mm X 100 mm X 60 mm deep 2892 150 mm X 75 mm X 60 mm deep 2893 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 2894 Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (For light plugs to be used in non residential buildings). 2895 Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. 2896 Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 2897 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 2898 6 way, Double door 2899 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 2900 4 way (4 + 12), Double door 2901 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2902 Single pole 2903 Single pole and neutral 2904 Triple pole 2905 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 2906 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. 2907 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 2908 Upto 450 mm sweep 2909 Supply of 15W SURFACE MOUNTED ROUND LED with all accessories as per standard item.. 2910 Supply of 20W SURFACE MOUNTED ROUND LED with all accessories as per standard item..(Such as Panasonic ADL04R206 or Equivalent). 2911 Supply of 15W WALL BRACKET LED BULB with all accessories as per standard item..(Such as Panasonic PBUM01157 or Equivalent). 2912 Supply of 20W SURFACE MOUNTED LED TUBE with all accessories as per standard item..(Such as Panasonic PBTM01207 or Equivalent). 2913 Supply of 30W LED recess mounted fixtureMAKE-PHILIPS CAT NO.RC380B LED30S-6500 L60W60 PSD OD S1 or equivalent. 2914 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 2915 Supplyof AC230/250 volts, 50 HZ exhaust fansincluding providingnuts, bolts, mounting FRLSame and other accessories etc.complete 2916 450 mm sweep 1400 rpm 2917 ELECTRIC SUB STATION 2918 Repairs to Roof 2919 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete.The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :3 mm thick 2920 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. 2921 Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 2922 Repair to Plaster and Plinth Protection 2923 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2924 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 2925 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 2926 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 2927 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 2928 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge. 2929 With cement mortar 1:4 (1cement: 4 coarse sand) 2930 12mm cement plaster on rough side of single or half brick wall of mix 2931 1:6 (1 cement : 6 course sand) 2932 6mm cement plaster to ceiling of mix : 2933 1:3 ( 1 cement : 3 fine sand) 2934 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works 2935 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 2936 over an under coat of suitableshadewithordinarypaint of approved brand and manufacture 2937 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 2938 One or more coats on old work 2939 Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. 2940 Two coats 2941 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 Old work (one or more coats) 2942 Old work (one or more coats) 2943 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2944 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 2945 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 2946 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. 2947 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm)over existing cement paint surface 2948 Repairs to Door / Windows 2949 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : 2950 Of area 3 sq. metres and below 2951 Renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 2952 Float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 2953 Renewal of old putty of glass panes (length) 2954 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners,all necessary fittings complete, including applying a priming coat of approved steel primer. 2955 Using flats 30x6mm for diagonal braces and central cross piece 2956 Miscellaneous 2957 Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. 2958 Anti-termite treatment 2959 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 2960 110 mm diameter 2961 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 2962 a) Coupler 2963 110 mm 2964 b) Bend 87.5° 2965 110 mm bend 2966 PUMP ROOM. 2967 Repairs to Roof 2968 Repairs to plaster of thickness 12 mm to 20 mm in patches with epoxy based dampgaurd (Dr. Fixit Make), including cutting the area of plaster in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.With cement mortar 1:4 (1cement: 4 coarse sand) 2969 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete.The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :3 mm thick 2970 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation. 2971 Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 2972 Repair to Plaster and Plinth Protection 2973 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 2974 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge. 2975 With cement mortar 1:4 (1cement: 4 coarse sand) 2976 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 2977 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. 2978 15mm cement plaster on rough side of single or half brick wall of mix 2979 1:6 (1 cement : 6 course sand) 2980 6mm cement plaster to ceiling of mix : 2981 1:3 ( 1 cement : 3 fine sand) 2982 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 2983 One or more coats on old work 2984 Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. 2985 Two coats 2986 Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour 13.81.1 Old work (one or more coats) 2987 Old work (one or more coats) 2988 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 2989 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 2990 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. 2991 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm)over existing cement paint surface 2992 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2993 Repairs to Door / Windows 2994 Renewing glass panes, with putty and nails wherever necessaryincluding racking out the old putty: 2995 Float glass panes of nominal thickness 4 mm(weight not less than 10kg/sqm) 2996 Renewal of old putty of glass panes (length) 2997 Miscellaneous 2998 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 2999 In cement mortar 3000 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 3001 110 mm diameter 3002 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 3003 a) Coupler 3004 110 mm 3005 b) Bend 87.5° 3006 110 mm bend 3007 Supply of 15W WALL BRACKET LED BULB with all accessories as per standard item..(Such as Panasonic PBUM01157 or Equivalent). 3008 Supply of 20W SURFACE MOUNTED LED TUBE with all accessories as per standard item..(Such as Panasonic PBTM01207 or Equivalent). 3009 SEWERAGE SYSTEM 3010 Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m : 3011 All kinds of soil 3012 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 3013 Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia 3014 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 3015 150 mm dia. R.C.C. pipe 3016 450 mm dia. R.C.C. pipe 3017 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) 3018 150 mm diameter S.W.Pipe (L*.35*.10) 3019 450 mm diameter S.W.Pipe (L*.6*.15 ) 3020 Constructing brick masonry manholein cement mortar 1 : 4 (1 cement : 4 coarse sand) with RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4gradestone aggregate 20mm nominal size); foundation concrete 1:4:8 mix(1 cement : 4 coarse sand : 8 gradedstoneaggregate40 mm nominalsize) insideplastering 12 mm thickwith cementmortar 1:3 (1cement 3 coarse sand ) finished with a floating coat of neat cement and makingchannels incementconcrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finishd with a floating coat ofneatcement completeasper standard design 3021 Inside size 90 x 80 cm & 45 cmdeep including CI cover with frame (light duty) 455 x 610mm internal dimensions, total weight of cover & frame to be not lessthan 38 kg (weight of cover 23 kg and weight of frame 15 kg) 3022 With common burnt clay F.P.S.(non modular) bricks of classic designation 7.5 3023 Extra for depth for manholes: 3024 size 90 X 80 cm 3025 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 3026 Constructing Brick Masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top with FPS bricksclass designation 75in cement mortar 1:4 (1 cement : 4 Coarse sand), inside cement plaster 12mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of of neat cement, foundation concrete 1:3:6 mix ( 1 cement : 3 coarse sand :6 graded stone aggregate 40mm nominal size) and making necessary channel in Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design. 3027 0.91m deep with SFRC cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S:12592, total weight of cover and frame to be not less than 182Kg. fixed in cement concrete 1:2:4 mix (1cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) including centering, shuttering all complete.(Excavation foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) 3028 with common burnt clay F.P.S.(non module) brick of class designation 7.5 3029 Extra depth for circuler type manholes 0.91 m internal dia ( at bottom ) beyond 0.91m to 1.67 m . 3030 with common burnt clay F.P.S.(non module) brick of class designation 7.5 3031 Providing and fixing square mouthS. W. Gully trapclass SP-1 complete with C.I. gratingbrickmasonry chamber with water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design 3032 180 x 150 mm. size P type 3033 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 3034 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : 3035 With 20x20 mm square bar 3036 Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm 3037 Cleaning and desilting of gully trap chamber, including removal ofrubbish mixed with earth etc. and disposal of same, all as per thedirection of Engineer-in-charge. 3038 COST OF ENTRANCE GATE 3039 Earth Work 3040 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil 3041 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.All kinds of soil 3042 Concrete Work 3043 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:5:10 (1 cement : 5 coarse sand (zoneIII) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) 3044 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 3045 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 3046 Reinforced Cement Concrete 3047 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 3048 Upto plinth level 3049 (i) R.C.C. work in Footing 3050 (ii) R.C.C. work in Beam 3051 (iii) R.C.C. work in Columns 3052 Above plinth to floor-V lvl 3053 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 3054 (i) R.C.C. work in Beam 3055 (ii) R.C.C. work in Columns 3056 (iii) R.C.C. work in Slab 3057 Centering and shuttering including strutting, propping etc. and removal of form for all heights : 3058 Foundations, footings, bases of columns, etc. for mass concrete. 3059 Columns,Pillars, Piers, Abutments, Posts and Struts. 3060 Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick 3061 Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick 3062 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 3063 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more. 3064 Masonry Work 3065 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) 3066 Wood and PVC Work 3067 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. 3068 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. 3069 Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete. Twin rubber stopper 3070 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete(a) 125 mm. 3071 Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm . 3072 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. 3073 300 x 10mm 3074 200 x 10mm 3075 Steel Work 3076 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 3077 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 3078 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 3079 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes. 3080 Flooring 3081 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 3082 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete 3083 Finishing 3084 12 mm cement plaster on the fair side of single or half brick wall (a) 1:6 (1 cement: 6 coarse sand) 3085 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand). 3086 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) 3087 6 mm cement plaster on celling (a) 1:3(1 cement:3 fine sand) 3088 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer. 3089 Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) 3090 Applying priming coat: 3091 With ready mixed aluminium primer of approved brand andmanufacture on resinous wood and plywood 3092 With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works. 3093 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 3094 Finsihing with Epoxy paint (two or more coats) at all locations pepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work. 3095 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 3096 Water Proofing 3097 Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : 3098 Supply & Fixing of Prepainted coloured Trapezoidal or approved profiled Sheeting 1000-1020 mm cover width, 28-30 mm high crests with subtle square fluting in the five pan at nominal 190-255 mm (as approved by EIC) centre-to-centre manufactured out of 0.50 mm TCT hi-tensile prepainted Zincalume /Galvalume steel (AZ-150 gsm. Aluminium –Zinc alloy metallic coating of total both sides 550 MPa yield stress as per AS-1397). Colour/ Exterior coat of RMP 20 micron top coat applied over 5 micron primer and a 5 micron polyester back coat applied over 5 microns primer OR equivalent coating/painting. The sheet shall have wide pans with stiffening ribs for effective water shedding and special male/female ends with full return legs on side laps for purlin support. The male end of the sheet shall have anti-capillary flute at side laps to prevent leakages. The sheet shall be fixed by means of anti corrosive approved make Rust Shield (Epoxy Polymer) coated self-drilling self tapping fasteners 12-14 X 55 mm with EPDM seals through crest for roofing and 12-24 X 20 mm through valley (pans) for wall cladding. The sheet shall be supplied in lengths maximum up to 6-12 meter long to suit site dimensions. The scope includes all sealing of joint, curves, edges or other accessories with silicon sealant. 3099 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 3100 ELECTRICALWorksMAIN GATE 3101 SUB HEAD - I: CIRCUIT CUM POINT WIRING 3102 SWITCH CONTROL LIGHT POINTS 3103 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 3104 Group C 3105 Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without Independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc as required. (Switch Control Secondary Points) 3106 Group C 3107 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (Switch Control Primary Points) 3108 Group C 3109 Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (withoutIndependent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc as required. (Switch Control Secondary Points) 3110 Group C 3111 MCB CONTROL LIGHT POINTS 3112 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (Switch Control Primary Points) 3113 Primary point controlled by one MCB. 3114 Same as item above but Secondary point. i.e. Points to be looped with Primary pointwith 2.5 sqmm wire and Point wiring 3115 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. 3116 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 3117 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 3118 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire 3119 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 3120 2 x 10 sq. mm + 1 x 10 sq.mm earth wire 3121 4 X 10 sq. mm + 2 X 6 sq. mm earth wire 3122 4 X 16 sq. mm + 2 X 6 sq. mm earth wire 3123 Supplying and fixingsuitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing3 pin 5/6 Amp modular socket outlet and 5/6 A modular switch, connection etc. as required. 3124 Supply and Wiringfor 250 volts singlephase and neutral 2 Nos 6 amps socket outlate with control by 1 No switched with 2.5 sq.mm PVCinsulatedcopper conductor1100 volts grade stranded flexible FRLS wires inconcealed or surface mounted 25 mm dia 2mm thickPVC conduit including providing and fixing of 6 amps 3 pin switch socket outlet of aprpoved make and design in 2 mm thick GI box with grid plate and earthingofthird pin of the socket with2.5Sq. mm PVC insulated copper conductor strandedflexibleFRLSwire.(maximum four no. of switches socket shall be connected on onecircuit) 3125 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. 3126 Supplying and fixing 63 A, 415 V, TPN Industrial type socketoutlet, with 4 pole and earth, metal enclosed plug topalongwith 63 A C curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required. 3127 Supplying and fixing 80 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 80 A C curve, TPMCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required. 3128 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 3129 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess i/c providing and fixing 25 amp modular socket outlet and 25 Amps modular SP MCB, “C” curve including connection, painting etc. as required. (ACs & Gysers) 3130 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3131 Telephone socket outlet 3132 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 3133 1 or 2 Module (75mmX75mm) 3134 6 module (78mm X 205 mm X 50 mm) 3135 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 3136 3 pin , 5/6 amps socket outlet 3137 5/6 amps switch 3138 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 3139 25 mm 3140 32 mm 3141 SUBHEAD -II - FITTINGS & FIXTURES 3142 Supply, Installation, Testing and Commissioning of 10 W Bulk head Light. 3143 Supply, Installation, Testing and Commissioning of 5W Mirror Light. 3144 Supply, Installation, Testing and Commissioning of 18W Surface/Recessed Mounted LED circular Downlighter. 3145 Supply, Installation, Testing and Commissioning of 18/20W Wall/Surface mouted 4 ft. LED 3146 Supply, Installation, Testing and Commissioning of 15WSurface mountedLED Square Downlighter. 3147 Supply, Installation, Testing and Commissioning of 12/9WRecessed mountedLED circular Downlighter. 3148 Supply, Installation, Testing and Commissioning of9W (Nominal)Wall Bracket Light 3149 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019),THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. 3150 SupplyInstallation, Testing and Commissioning of 250 mm dia Domestic Exhaust Fan 3151 SUBHEAD - III - DISTRIBUTION BOARDS 3152 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 3153 6 way, Double door 3154 8 way, Double door 3155 12 way, Double door 3156 Supplying and fixing following way, three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required. (But without MCB/ RCCB/ Isolator) 3157 4 way (4 + 12), Double door 3158 6 way (4 + 18), Double door 3159 8 way (4 + 24), Double door 3160 Supplyingand fixingoffollowingwayssurface/recessmounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required . (Note :Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 3161 12 way (4 + 36), Double door 3162 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 3163 Single Pole 3164 Single Pole Neutral 3165 Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 3166 40 A 3167 63 A 3168 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 3169 25 A 3170 40 A 3171 63 A 3172 Supplying and fixing following rating, double pole, (single phaseand neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 3173 25 A 3174 40 A 3175 63 A 3176 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 3177 BASKET BALL COURT 3178 For One No. of Court 3179 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per directionof Engineer - in - charge Nominal concrete 1:3:6 or richer mix 3180 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). 3181 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 3182 Thermo-Mechanically Treated bars of grade Fe-500D or more. 3183 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 3184 40 mm thick with 20 mm nominal size stone aggregate 3185 Providing and fixing AC strips in joints ofcement concrete floors.70 mm wide and 4 mm thick. 3186 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete. 3187 On steel work: (ON POLES) 3188 Vertical member (8in dia & 3.2 m long) 3189 Horizontal member (8in dia & 2.5 m long) 3190 UGT WITH PUMP HOUSE 3191 Cost of Under Ground Sump 3192 Cost of 2 Set of 7.5 HP submersible pump (i.e. Rs 75,000, each) including all control panel and fitting charges, etc. 3193 EXTERNAL ELECTRICAL WORK 3194 SUBHEAD - I - MAIN BOARDS 3195 METER BOARDS 3196 Supply, installation, testing and commissioning of M.V. cubical type totally enclosed dust, dump and vermin proof Meter Bords complete with bus bars, MV danger notice plate, on surface ISI marked Electronic kWh meter, indication lamps, CTs, Interconnection with suitable capacity aluminium strips / rods, door covers, seperate compartment for each meter, glass inspection window, connection of incoming and outgoing cables with thimbles, powder coated having following incoming and outgoingMCBs MCCBs and kWh meters complete as required. 3197 PANEL- KITCHEN DINING 3198 INCOMER 3199 1 No.40 Amp FP MCCB, 15 kA breaking capacity with thermal release and adjustable setting and with rotary handle. 3200 METERING & INDICATION 3201 1 set of R,Y,B phase indicating lamps 3202 Digital Multifunction meter for Voltage, Current & KW with selector switch. Each with 3nos. of 2A SP MCB & 3nos 40/5A CTs (40A/500V) rating 3203 1 Sets of Breaker ON-OFF-TRIP, Spring charged indication Lamps as required. 3204 BUS-BAR 3205 1 Set of 50A TPN Aluminium Bus Bar with colour coded PVC Sleeves 3206 OUT GOING: 3207 2 Nos. 25A TPN MCB of 10kA 3208 3 No. 40A DP MCB of 10kA. 3209 Supplying,Receiving, fixing, testing & commissioning ofabove described Panel 3210 METER BOARDS - TYPE-III, TYPE II & TYPE I 3211 INCOMER 3212 1 No.63 Amp FP MCCB, 15 kA breaking capacity with thermal release and adjustable setting and with rotary handle. 3213 METERING & INDICATION 3214 1 set of R,Y,B phase indicating lamps 3215 Digital Multifunction meter for Voltage, Current & KW with selector switch. Each with 3nos. of 2A SP MCB & 3nos 63/5A CTs (63A/500V) rating 3216 1 Sets of Breaker ON-OFF-TRIP, Spring charged indication Lamps as required. 3217 BUS-BAR 3218 1 Set of 100A TPN Aluminium Bus Bar with colour coded PVC Sleeves 3219 OUT GOING: 3220 4 Nos. 40A TPN MCB of 10kA 3221 2 Nos. 40A DP MCB of 10kA. 3222 Supplying,Receiving, fixing, testing & commissioning ofabove described Panel 3223 METER BOARDS -DORMITORY BOYS & GIRLS 3224 INCOMER 3225 1 No.63 Amp FP MCCB, 15 kA breaking capacity with thermal release and adjustable setting and with rotary handle. 3226 METERING & INDICATION 3227 1 set of R,Y,B phase indicating lamps 3228 Digital Multifunction meter for Voltage, Current & KW with selector switch. Each with 3nos. of 2A SP MCB & 3nos 63/5A CTs (63A/500V) rating 3229 1 Sets of Breaker ON-OFF-TRIP, Spring charged indication Lamps as required. 3230 BUS-BAR 3231 1 Set of 100A TPN Aluminium Bus Bar with colour coded PVC Sleeves 3232 OUT GOING: 3233 4 Nos. 40A TPN MCB of 10kA 3234 2 Nos. 40A DP MCB of 10kA. 3235 Supplying,Receiving, fixing, testing & commissioning ofabove described Panel 3236 METER BOARDS - VICE PRINCIPLE RESIDENCE, GUEST HOUSE, WORKSHOP & GYM 3237 1 No.40Amp FP MCCB, 15 kA breaking capacity with thermal release and adjustable setting and with rotary handle. 3238 PANEL -SCHOOL BUILDING & MP HALL 3239 INCOMER 3240 1 No.63 Amp FP MCCB, 15 kA breaking capacity with thermal release and adjustable setting and with rotary handle. 3241 METERING & INDICATION 3242 1 set of R,Y,B phase indicating lamps 3243 Digital Multifunction meter for Voltage, Current & KW with selector switch. Each with 3nos. of 2A SP MCB & 3nos 63/5A CTs (63A/500V) rating 3244 1 Sets of Breaker ON-OFF-TRIP, Spring charged indication Lamps as required. 3245 BUS-BAR 3246 1 Set of 100A TPN Aluminium Bus Bar with colour coded PVC Sleeves 3247 OUT GOING: 3248 4 Nos. 40A TPN MCB of 10kA 3249 3 No. 40A DP MCB of 10kA. 3250 Supplying,Receiving, fixing, testing & commissioning ofabove described Panel 3251 SUBHEAD - II - EARTHING 3252 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering watering pipe 2.7 metre long etc. with charcoal/ coke and salt as required. 3253 Earthing with Cu. earth Plate 600mm x 600mm x 3mm thick includingaccesssories, and providingmasonary enclosurewith cover plate (CI heavy duty) having locking arrangement and watering pipe pipe of 2.7 mtr long etc. with charcoal or coke and salt) as required. 3254 Supplying and laying 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode, including connection with G.I. nut, bolt, spring, washer excavation and refilling etc. as required. 3255 Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I. pipe from earth electrode including connection with brass nut, bolt, spring, washer excavation and re-filling etc. as required. 3256 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. 3257 Cost of Septic Tank [For Repairing of existing Septic Tank]
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Bihar View Result →
27.
Drinking Water Supply and Sanitation #9470721 Technical Bid
tender for Budhanpur Nagar Panchayat Water Suplly Scheme District Azamgarh- Survey, Soil investigation, Design, Supply of all materials, labour, T&P etc. for Construction, Erection, Completion, Testing & Commissioning of Water Supply Works such as Over Head Tank, Tube well, Rising Main, Distribution System, Pump House, Boundary wall, Gate, Site Development, Renovation of existing facilities, including PLC SCADA Automation and other appurtenant works of water supply as specified in tender document ofBudhanpur Nagar Panchayat Water Supply Scheme, District- Azamgarhon Turnkey Basis. The Scope of work also includes trial & run of 3 months and Defect Liability period of 12 months for Civil Works & 24 months for E&M works after completion of successful Trial run. All completed and commissioned works of above scheme shall be handed over to concerned ULB. Sl. No. Item Description 1 Budhanpur Nagar Panchayat Water Supply Scheme(CIVIL WORKS ) 2 BOUNDARY WALL, GATE, APPROACH ROAD 3 Construction of 1.3 m high and 115 mm thick boundary wall with 230 mmx230 mm thick pillar made in Brick masonry in 1 cement and 4 sand mortar, the spacing between two pillar should not be more than 3.0 m c/c and the depth of foundation should not be less than 0.60m, with 0.5 m barbed wire fencing at the site of water works as per departmental type design and drawing, and, as per specifications given in the bid document including supply of all materials, labour T&P etc.for proper completion of work as per instructions of Engineer -in -charge. 4 Supply and fixing of 3.6 m x 1.20 m MS gateincluding fabrication and supply of steel and construction of bounary wall pillars of size 1.35mx0.30mx0.30m with ornamental brick work 115mm th. around RCC, as per departmental type design and drawingand as per specifications laid down in the bid document, including supply of all material, labour,T&P etc.required for proper completion of work as per instructions of Engineer-in-charge. 5 Supply and fixing of 1.2m wide MS wicket gate including fabrication and supply of steel and construction of boundary wall pillars etc. as per specifications laid down in the bid document, including supply of all material, labour,T&P etc.required for proper completion of work as per instructions of Engineer-in-charge. 6 Construction of B.O.E. Road for approach to water works, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all materials , labour, T&P etc.required for proper completion of work as per instructions of Engineer -in -charge. 7 Earth filling work for proper leveling of water work site, in accordance with the contour map and Grid map of existing site enclosed including leveling, dressing, excavation and filling of earth where necessary and also including all labour, materials, T&P etc.required for proper completion of works and also including carriage of earth from within a distance of about 8 km. from the site of works as per instructions of Engineer -in -charge. 8 Provide all materials, labour, T&P etc. complete for construct of Drain as per the specifications for civil work given in the bid document, including supply of all material, labour and T&P etc complete and horiculture for site devlopment of water works as per instructions of Engineer -in -charge. 9 PUMP HOUSE 10 Provide all materials, labour, T&P etc. complete and construct Pump house size (3.00 x 3.60) m Chlorinating room size (1.8 x 2.5)m with bye pass chamber(1.00x1.00x1.15)m as per departmental type design and drawing (drawing no-D-2) and as per the specifications for civil work given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in -charge. 11 OVERHEAD TANK (FOR ZONE -1) 12 Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of 700 KL capacity with 20 Meter staging above ground level with main components, including cost of soil testing and assuming bearing capacity of soil as 8 MT, with supply of design and drawings.All the water retaining components of OHT shall be casted in M-30 concrete and minimum grade of concrete of foundation and staging should be M-25 with approved cement, coarse sand and stone grit as per I.S. 11682 and I.S.456Seismiceffects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure and including 1M wide RCC staircase, 1 m wide R.C.C. M30 balcony, M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes, One aluminum ladder inside the tank from top dome to bottom dome, R.C.C. railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m, Proper ventilator at top dome in circular shape of 1.2 m dia, Water level indicator fabricated with sensor connecting to automation, Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309-1969 and ISS 3013-1966, C.I. manhole of min 60x60cm size with locking arrangement, Supply, fixing, jointing of C.I.D/F Pipes of appropriate size with C.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest / relevant I.S. specificationswith all jointing materials for proper completion of work,Testing Bearing Capacity of soil,Supply and Fixing of appropriate size Electrically operated D/F Sluice Valve / Butter Fly Valves as per ISS 700/1969 or its latest amendments class “A” working pressure 10 Kg/cm2, Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit , Construction of washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing, Supply of 200 mm dia PVC pipe as per I.S.-4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water works compound, Painting of all concrete surface and steel pipe works with three coats of approved cement paint and anticorrosive paints. 13 Inlet pipe 150 mm dia =29m (staging : 20 and below G.L. floor and apron : 5 and inside the tank :4)(Pump 2) 14 Provision for Bulk Water Meter 15 Super Dry Dial, Woltman Type, Removable Mechanism Water Flow Meter FLANGED Ends.Magnetic Drive.Vacuum Sealed Totaliser / Register.Encapsulated in Polymer Housing , having 5mm Thick toughened glass for clear visibility,having reading in m³, body / casing made from cast iron with high quality fusion bonded powder coating inside and outside the meter body for Max. corrosion protection,Temp. suitability max. upto 45⁰C and Conforming to ISO: 4064 Class ‘B’ accuracy 16 100 mm 17 Radar type Level transmitter 18 OVERHEAD TANK (FOR ZONE -2) 19 Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of 450 KL capacity with 18 Meter staging above ground level with main components, including cost of soil testing and assuming bearing capacity of soil as 8 MT, with supply of design and drawings.All the water retaining components of OHT shall be casted in M-30 concrete and minimum grade of concrete of foundation and staging should be M-25 with approved cement, coarse sand and stone grit as per I.S. 11682 and I.S.456Seismiceffects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure and including 1M wide RCC staircase, 1 m wide R.C.C. M30 balcony, M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes, One aluminum ladder inside the tank from top dome to bottom dome, R.C.C. railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m, Proper ventilator at top dome in circular shape of 1.2 m dia, Water level indicator fabricated with sensor connecting to automation, Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309-1969 and ISS 3013-1966, C.I. manhole of min 60x60cm size with locking arrangement, Supply, fixing, jointing of C.I.D/F Pipes of appropriate size with C.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest / relevant I.S. specificationswith all jointing materials for proper completion of work, Testing Bearing Capacity of soil, Supply and Fixing of appropriate size Electrically operated D/F Sluice Valve / Butter Fly Valves as per ISS 700/1969 or its latest amendments class “A” working pressure 10 Kg/cm2, Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit , Construction of washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing, Supply of 200 mm dia PVC pipe as per I.S.-4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water works compound, Painting of all concrete surface and steel pipe works with three coats of approved cement paint and anticorrosive paints. 20 Valves & Fittings 21 Inlet pipe 125 mm dia =27m (staging : 18 and below G.L. floor and apron : 5 and inside the tank :4)(Pump 2&3) 22 Provision for Bulk Water Meter 23 Super Dry Dial, Woltman Type, Removable Mechanism Water Flow Meter FLANGED Ends.Magnetic Drive.Vacuum Sealed Totaliser / Register.Encapsulated in Polymer Housing , having 5mm Thick toughened glass for clear visibility,having reading in m³, body / casing made from cast iron with high quality fusion bonded powder coating inside and outside the meter body for Max. corrosion protection,Temp. suitability max. upto 45⁰C and Conforming to ISO: 4064 Class ‘B’ accuracy 24 100 mm 25 Radar type Level transmitter 26 OVERHEAD TANK (FOR ZONE -3) 27 Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of 1100 KL capacity with 22 Meter staging above ground level with main components, including cost of soil testing and assuming bearing capacity of soil as 8 MT, with supply of design and drawings.All the water retaining components of OHT shall be casted in M-30 concrete and minimum grade of concrete of foundation and staging should be M-25 with approved cement, coarse sand and stone grit as per I.S. 11682 and I.S.456Construction of New Master ControlRoom (10 m x 5.156 m) for Scada system/ Admin Building/ Lab as per norms includingElectrification works , Sanitation and water supply. Seismiceffects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure and including 1M wide RCC staircase, 1 m wide R.C.C. M30 balcony, M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes, One aluminum ladder inside the tank from top dome to bottom dome, R.C.C. railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m, Proper ventilator at top dome in circular shape of 1.2 m dia, Water level indicator fabricated with sensor connecting to automation, Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309-1969 and ISS 3013-1966, C.I. manhole of min 60x60cm size with locking arrangement, Supply, fixing, jointing of C.I.D/F Pipes of appropriate size with C.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest / relevant I.S. specificationswith all jointing materials for proper completion of work,Testing Bearing Capacity of soil,Supply and Fixing of appropriate size Electrically operated D/F Sluice Valve / Butter Fly Valves as per ISS 700/1969 or its latest amendments class “A” working pressure 10 Kg/cm2, Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit , Construction of washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing, Supply of 200 mm dia PVC pipe as per I.S.-4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water works compound, Painting of all concrete surface and steel pipe works with three coats of approved cement paint and anticorrosive paints. 28 Valves & Fittings 29 Inlet pipe 150 mm dia =32m (staging : 22 and below G.L. floor and apron : 5 and inside the tank :4)(Pump 2&3) 30 Provision for Bulk Water Meter 31 Super Dry Dial, Woltman Type, Removable Mechanism Water Flow Meter FLANGED Ends.Magnetic Drive.Vacuum Sealed Totaliser / Register.Encapsulated in Polymer Housing , having 5mm Thick toughened glass for clear visibility,having reading in m³, body / casing made from cast iron with high quality fusion bonded powder coating inside and outside the meter body for Max. corrosion protection,Temp. suitability max. upto 45⁰C and Conforming to ISO: 4064 Class ‘B’ accuracy 32 100 mm 33 Radar type Level transmitter 34 REPARING OF OVERHEAD TANK (ZONE-4) 35 Removing with Concrete,Hached,roughened an clean throughly of OHT column including labour T&P etc complete. 36 R.C.C. with1:1.5:3 Cement, coarse sand Stone grit in Beam Slab Column 37 Supply and apply for coatingof apoxy resins as per specified relevant standard on the inner wall of water retaining storage tank. 38 Jacketing of Cement Concrete 1:1.5:3 Cement, coarse sand Stone grit Thickness 60mm Around old column in OHT including labour, T&P, etc complete 39 Repairing of railing of stair and balcony with 20mm GI Pipe including changing of old pipe and reflexing new pipe with labour and T&P complete. 40 Repairing of OHT for Scafolding (Shuttering, centring & shoring etc) for repairing of OHT for scafolding (Shuttering, centring & shoring etc) with all material, labour T&P complete. 41 Dismantling of OHT flooring with all labour T&P complete. 42 Painting two coats of approved paint Apex Ultima of varnish including supply of all materials, labour and T&P etc required for proper completion of the work in OHT. 43 Inlet pipe 100 mm dia =25m (staging : 16 and below G.L. floor and apron : 5 and inside the tank :4)(Pump 2) 44 Provision for Bulk Water Meter 45 Super Dry Dial, Woltman Type, Removable Mechanism Water Flow Meter FLANGED Ends.Magnetic Drive.Vacuum Sealed Totaliser / Register.Encapsulated in Polymer Housing , having 5mm Thick toughened glass for clear visibility,having reading in m³, body / casing made from cast iron with high quality fusion bonded powder coating inside and outside the meter body for Max. corrosion protection,Temp. suitability max. upto 45⁰C and Conforming to ISO: 4064 Class ‘B’ accuracy 46 100 mm 47 Radar type Level transmitter 48 RISING MAIN 49 Supply of following Sizes of D.I. pipes class K-9 with all jointing materials as per I.S. 8329/2000 or its latest amendments including F.O.R. destination and all taxes and insurance etc. complete. 50 150 mm dia class K-9 51 125 mm dia class K-9 52 100 mm dia class K-9 53 Supply of following sizes C.I. Sluice Valves/Scour Valves with Cap/Air Valve capable of with standing working pressure of 10 Kg/cm2 including F.O.R. destination and all taxes and insurance etc. complete. 54 150 mm dia 55 Excavation of earth for pipeline work with lift upto 1.5 and lead upto 50M filling back the earth into trenches including watering and ramming and disposal of surplus material with in 50M lead etc. complete. 56 Excavation in Ordinary Soil 57 Supply of all materials and construct following type valve chambers complete as per typedesign. 58 Masonary Type Chamber 59 Cartage from store to site of work following D.I. Pipe with specials, lowering the same into trenches and laying true to alignment and gradient, including jointing properly, testing of pipe line (but excluding the cost of trenching and cutting of pipes for making the length) etc. complete. 60 150 mm dia 61 125 mm dia 62 100 mm dia 63 Carting of following sizes CI/DF Sluice Valve/C.I. Air Valve and specials from departmental store to site of work and lowering them into the trenches, fixing in position and jointing them with pipeline and testing etc. complete. 64 Sluice valve 65 150 mm dia 66 Dismantling of following type road and stacking of useful material. 67 Bitumen Road 68 Reinstatement of following road charges to be paid to PWD/Loacal Body. 69 Bitumen Road 70 THRUST BLOCK 71 RCC with cement, coarse sand and 20mm gauge stone ballast in proportion of 1:1.5:3 for thrust block of pipeline excluding supply of reinforcement and its bending but including its fixing and binding wire in proportion, necessary centering and shuttering including curing and supply of all materials, labours T&P etc. required for proportion completion of work. 72 Mild steel or iron work in RCC work brought to required shape as necessary including bending for proper completion of work. 73 DISTRIBUTION SYSTEM 74 Supply of following sizes and type of pipes with all jointing materials such as socket, rubber gasket as per IS 4984/2016 and IS 8329/2000 or their latest amendment including F.O.R. destinationand all taxes and insurance etc. with loading, unloading and stacking all complete. 75 HDPE Pipe, PE-100 , PN-6 76 110 mm dia 77 140 mm dia 78 160 mm dia 79 DI K-7 Pipes 80 200 mm dia 81 250 mm dia 82 300 mm dia 83 350 mm dia 84 Carting of following size & type of pipes and specials from departmental store to site of work and lowering them into the trenches and laying true to alignmentand gradient and jointing with electro-fusion joints etc. complete (including testing of pipe lines and cutting of pipes for making up the length excluding the cost of trenches). 85 HDPE Pipe, PE-100 86 110 mm dia 87 140 mm dia 88 160 mm dia 89 DI K-7 Pipes 90 200 mm dia 91 250 mm dia 92 300 mm dia 93 350 mm dia 94 Excavation for ordinary soil and soil mixed with mooram, shingle, kankar for pipeline work in requireing the use of special T&P such as pickaxes, sabbals, etc. and lift up to 1.5 M and lead up to 50 M including filling back the excavated earth into the trenches with watering, ramming and disposal of surplus earth with in 50 M lead. 95 Excavation in Ordinary Soil 96 Supply of following sizes C.I.D./F Sluice valve including F.O.R. destination and taxes and insurance etc. complete as per relevant IS. 97 C. I. D/F Sluice Valve 98 100 mm dia 99 125 mm dia 100 200 mm dia 101 250 mm dia 102 300 mm dia 103 Scour Valve 80 mm dia 104 Fire Hydrant 80 mm dia 105 C.I. Single ball type Air Valve 50 mm dia 106 Carting of following sizes C.I.D./F Sluice Valve and specials from departmental store to site of work and lowering them into the trenches, fixing in position and jointingthem with pipelines and testing etc. complete (including supply of jointing materials). 107 C. I. D/F Sluice Valve 108 100 mm dia 109 125 mm dia 110 200 mm dia 111 250 mm dia 112 300 mm dia 113 Scour Valve 80 mm dia 114 (b) Fire Hydrant 80 mm dia 115 (c)C.I. Single ball type Air Valve 50 mm dia 116 Supply of all materials and construct following chambers as per type design with supply of all labour, T&P etc. complete. 117 (i)Masonary Type 118 (ii) Fire Hydrant Chamber 119 (iii) Air Valve Chamber 120 (iv) Surface Box Type 121 Dismentalling of following type road and stacking of useful material and temporary Reinstatement of road with old materials etc. complete. 122 BT Road 123 BOE Road 124 C.C. Road 125 IL Road 126 Reinstatement of following road charges to be paid to PWD/Local Body. 127 BT Road 128 BOE Road 129 C.C. Road 130 IL Road 131 Making House Connection with 20mm (OD) HPDE pipe with (63mm to 160mm) distribution main. 132 Provision for crossings of Drain/Culvert. Upto 300mm dia (width- 3.5 M) 133 Provision for crossings of Canal. (width- 5-10M) 134 STAFF QUARTER 135 Provide all materials labour, T&P etc. and construct single room staff quarter at water works site identified by the Engineer-in-charge as per department type design and drawing and specifications of civil works laid down in the bid document, including all material labour, T&P etc complete for proper completion of work as per instructions of Engineer -in -charge. (Drawing No.D-7) 136 GROUND WATER RECHARGING WELL 137 Constructinon of setting tank as per type design including filling of filter media etc proper completion of works 138 Constraction of 110 mm bore hole for 30 M depth and lowering PVC plain 18M and 110 mm PVC slatted 12M ,Total-30 M pipe 139 Constraction of Semi Circular Drain/Drainage works 140 Leveling and dressing of water works compound for proper slope for harvesting ofrainwater with filling of additional earth etc all complet. 141 E&M WORKS 142 Zone-1 143 TRANSPORTATION 144 RIG MACHINE 145 Transportation of rig machineincluding Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 146 AIR COMPRESSOR 147 Transportation of 350 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 148 O.P. UNIT 149 Transportation of 1 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 150 CONSTRUCTION OF TUBE WELL (DRILLING) As per IS 2800 (Part I & II) 151 Drilling of BORE 152 Logging of Bore 153 Drilling of 600mm dia bore from G.L. to 65m BGL. 154 Drilling of 450mm dia bore from 66m BGL to 100m BGL. 155 Drilling of 450mm dia bore from 101m BGL to 200m BGL. 156 LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL- 157 Lowering of 300mm X 150mm dia tube well assembly in bore hole and shrouding of pea gravel between annular space ofbore hole and T.W. assembly from G.L. to 180m BGL. 158 Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 60m BGL. 159 Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 61m BGL to 100m BGL. 160 Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 101m BGL to 180m BGL. 161 MATERIALS 162 TUBE WELL: ASSEMBLY (As per IS 4270, IS 8110) 163 300mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X 150mm dia M.S reducer 16mm thick, 1 noM.S. well cap 12mm thick ,M.S. ring ,100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc comp in all respect . 164 150mm dia MSERW 7.1mm thick plain /slotted pipe including withM.S ring 100X12mmthick , 1 noM.S. bail plug ,center guide etc comp in all respect. 165 PEA-GRAVEL (As per IS 4097) 166 1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stackingat site. 167 DEVELOPMENT OF TUBE WELL 168 Development of tube well by 350 PSI air compressor 169 Development of tube well by 350 PSI air compressor 170 Development of tube well by 1 cusec O.P. Unit 171 Development of tube well by 1 cusec O.P. Unit. 172 Welding of Tube well cover by Electric welding 173 TEST 174 Chemical and bacteriological test. 175 PUMP SET: 176 800 LPM, 55m head 1450rpm, 17.5H.P. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) 177 Switch gear with soft starter and cable 178 MAIN PIPING AND VALVES: 179 SITC of 100mm dia size main piping and valves with 36mtr column pipe, Automatic chlorination system (SCADA compatable), power wiring, earthing, painting, tool set, wiring of pump house, chain pulley block and gauges complete in all respect with all required material, T& P labour. 180 SITC of 25 KVA voltage stabilizer . 181 Spare pumping set including power cable, terminal kits complete in all respect. 182 Three Month Trial & Run Cost ZONE 1 183 Zone-2 184 TRANSPORTATION 185 RIG MACHINE 186 Transportation of rig machineincluding Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 187 AIR COMPRESSOR 188 Transportation of 350 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 189 O.P. UNIT 190 Transportation of 1 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 191 CONSTRUCTION OF TUBE WELL (DRILLING) As per IS 2800 (Part I & II) 192 Drilling of BORE 193 Logging of Bore 194 Drilling of 500mm dia bore from G.L. to 100m BGL. 195 Drilling of 500mm dia bore from 101m BGL to 200m BGL. 196 LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL- 197 Lowering of 200mm X 200mm dia tube well assembly in bore hole and shrouding of pea gravel between annular space ofbore hole and T.W. assembly from G.L. to 180m BGL. 198 Lowering of 200mm dia MSERW 7.1mm thick plain pipe from GL to 100m BGL. 199 Lowering of200mm dia MSERW plain/slotted pipe 7.1mm thick from 101m BGL to 180m BGL. 200 MATERIALS 201 TUBE WELL: ASSEMBLY (As per IS 4270, IS 8110) 202 200mm dia size MSERW housing pipe 7.1mm thick , 1 noM.S. well cap 12mm thick ,M.S. ring ,100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc comp in all respect . 203 PEA-GRAVEL (As per IS 4097) 204 1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stackingat site. 205 DEVELOPMENT OF TUBE WELL 206 Development of tube well by 350 PSI air compressor 207 Development of tube well by 350 PSI air compressor 208 Development of tube well by 1 cusec O.P. Unit 209 Development of tube well by1 cusec O.P. Unit. 210 Welding of Tube well cover by Electric welding 211 TEST 212 Chemical and bacteriological test. 213 PUMP SET: 214 500LPM, 55m head 1450rpm, 12.5H.P. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989), Switch gear with soft starter and cable 215 MAIN PIPING AND VALVES: 216 SITC of 80mm dia size main piping and valves with 36mtr column pipe, Automatic chlorination system (SCADA compatable), power wiring, earthing, painting, tool set, wiring of pump house, chain pulley block and gauges complete in all respect with all required material, T& P labour. 217 SITC of 20 KVA voltage stabilizer . 218 Spare pumping set including power cable, terminal kits complete in all respect. 219 Three Month Trial & Run Cost ZONE2 220 Zone-3 221 TRANSPORTATION 222 RIG MACHINE 223 Transportation of rig machineincluding Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 224 AIR COMPRESSOR 225 Transportation of 350 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 226 O.P. UNIT 227 Transportation of 2 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect . 228 CONSTRUCTION OF TUBE WELL (DRILLING) As per IS 2800 (Part I & II) 229 Drilling of BORE 230 Logging of Bore 231 Drilling of 600mm dia bore from G.L. to 65m BGL. 232 Drilling of 450mm dia bore from 66m BGL to 100m BGL. 233 Drilling of 450mm dia bore from 101m BGL to 200m BGL. 234 LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL- 235 Lowering of 300mm X 150mm dia tube well assembly in bore hole and shrouding of pea gravel between annular space ofbore hole and T.W. assembly from G.L. to 180m BGL. 236 Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 60m BGL. 237 Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 61m BGL to 100m BGL. 238 Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 101m BGL to 180m BGL. 239 MATERIALS 240 TUBE WELL: ASSEMBLY (As per IS 4270, IS 8110) 241 300mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X 150mm dia M.S reducer 16mm thick, 1 noM.S. well cap 12mm thick ,M.S. ring ,100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc comp in all respect . 242 150mm dia MSERW 7.1mm thick plain /slotted pipe including withM.S ring 100X12mmthick , 1 noM.S. bail plug ,center guide etc comp in all respect. 243 PEA-GRAVEL (As per IS 4097) 244 1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stackingat site. 245 DEVELOPMENT OF TUBE WELL 246 Development of tube well by 350 PSI air compressor 247 Development of tube well by 350 PSI air compressor 248 Development of tube well by 2 cusec O.P. Unit 249 Development of tube well by 2 cusec O.P. Unit. 250 Welding of Tube well cover by Electric welding 251 TEST 252 Chemical and bacteriological test. 253 PUMP SET: 254 900 LPM, 55m head 1450rpm, 20H.P. submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989), Switch gear with soft starter and cable 255 MAIN PIPING AND VALVES: 256 SITC of 100mm dia size main piping and valves with 36mtr column pipe, Automatic chlorination system (SCADA compatable), power wiring, earthing, painting, tool set, wiring of pump house, chain pulley block and gauges complete in all respect with all required material, T& P labour. 257 SITC of 30 KVA voltage stabilizer . 258 Spare pumping set including power cable, terminal kits complete in all respect. 259 Three Month Trial & Run Cost ZONE 3 260 ZONE-4 261 Estimate for Maintenance of 1 No Existing TW 262 SITC of 350 LPM 50m head pumping plant, soft starter, 15 KVA voltage stabilizer Automatic chlorination system (SCADA compatable), power wiring, chain pully block and gauges complete in all respect with all required material, T&P and labor. 263 SCADA Zone-1 ,2,3 & 4 264 CE & UL approved manufacturer’s RTU/ PLC in IP 65 encloser suitable to communicate with GSM based modem unit with CPU and power supply with analog and digital parameter and features as specified, onefor each tubewellto store and transmit data on GSM backbone. RTU/PLC designed with logic to transfer data at multiple stations 265 G.S.M./G.P.R.S. based wireless communication with 4G Modem for RTU/ PLC Capable to transfer and gather data from remote sites to control stations, all accessories included with signal enhancer anteena made for pumping plant 266 CE / UL certified Intelligent smart energy meter 267 Motor OperatedActuator with Sluice Valve . 268 CE / UL certified Electromagneticflowmeter of including required dismantling joints. 269 Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) . 270 CE / UL certified Hydrostatatic type sub soil water level transmitter for Tubewell. 271 CE / UL certified Pressure Transmitter 272 CE / UL certified Surge protector for control panel 273 CE / UL certified 7 HMI touchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters 274 Complete Cabling for tubewell including all power & control cables of all equipment at pumphouse and OHT 275 Control panel with IP 54 protection, industrial grade fro all equipments (separate for control (24V) and power equipments. 276 Installation, commissioning & testing 277 Test and trial run for 3 Months period 278 CE / UL certified Radar type level transmitter for OHT with installation 279 Master Control Station (MCS) 280 CE & BIS approved manufacturers industrial grade LCD monitor with latest configuration as per specification of size 65 281 Desktop/PC with i7 processor for as per spec mentioned in technical bid documents. 282 CE/UL approved manufacturers 3 KVA UPS with batteries as spec. mentioned for STP and Computer as per requirement 283 Full development version of required TAGS SCADA Software with costomization of software for MCS as per required as per spec mentioned in technical bid documents. 284 CE & UL approved manufacturers control room PLC with CPU & power supply at MCS in IP65 enclosure as per spec. mentioned 285 CE/UL certified field gateway agent for transfering data from MCS to control room 286 GSM based wireless / broadband/Equipment communication system for PLC capable to transfer and gather data from remote sites to control stations, including all accessories complete 287 CE/UL approved manufacturers Firewall for network protection 288 Lightning surge protector for ethernet communication protection 289 CE/UL approved manufacturers industrial grade ethernet switch 290 Mobile App facility system architecture complete. 291 Supply and Installation 1.5 Ton AC ( make Voltas, O-General)with stabilizer and other required item for installation 292 Canon/HP 1018/equivalent Laser printer with chair and table. 293 Security Survelliance IP camera 294 Installation, testing and commissioning with required furniture,Air Conditioner etc 295 Test and trial run
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 5
Uttar Pradesh View Result →
28.
Drinking Water Supply and Sanitation #9443546 Technical Bid
tender for Operation And Maintenance Of Jhansi Augmentation Water Supply Scheme 110 Mld And Jhansi Babina Water Supply Scheme 45 Mld Operation And Maintenance Of Jhansi Augmentation Water Supply Scheme 110 Mld And Jhansi Babina Water Supply Scheme 45 Mld For 1 Year The Scope Includes Oandm Of Intake Works Raw Water Mains Wtp Clear Water Mains And Other Ancillary Components, 1 Part-A (Civil work) 2 Skilled Operating Staff for Operation and Watch & Ward of 45 mld and 110 mld WTP 3 Providing of skilled operating stafffor opening and controllingsluice valve at CP tank (Head work Matateela ) in three shift at 45 MLD02 in each shift 4 1st shift(02 nos in each shift@ Rs 420 each) 5 2 nd shift(02 nos in each shift@ Rs 420 each) 6 3rd shift(02 nos in each shift@ Rs 420 each) 7 Providing of Skilled Petroling staff for Raw Water GravityMain pipe lineMatateela head work toBabina wtp - 20.0 km approx (1x3= 3 for 365 days @ Rs 420 each for 8 hours foreach shift) 8 Clear Water GravityMainBabina to Elite CircleJhansi 27.50 km approx(1x3= 4 for 365 days @ Rs 420 each for 8 hours foreach shift) 9 Providing of skilled operating stafffor Back wash operatingsluice valve,air sluice valve,in three shift at WTP 45 MLD plant(2 Nosin each shift x 3= 6 nos for 365 days=2190 nos) 8 hours foreach shift 10 Providing of skilled operating stafffor Back wash operatingsluice valve,air sluice valve,in three shift at WTP 110 MLD plant (2 Nosin each shift x 3= 6 nos for 365 days=2190 nos) 8 hours foreach shift 11 Providing of Skill stafffor maintinance of Chlorinator plant and PAC Doasing Machine works at 45 mldWater Tretment Plant (1 Nosin each shift x 3= 3 nos for 365 days=1095 nos) 8 hours foreach shift 12 Providing of Skill stafffor maintinance of Chlorinator plant and PAC Doasing Machine works at 110 mldWater Tretment Plant (1 Nosin each shift x 3= 3 nos for 365 days=1095 nos) 8 hours for each shift 13 CleaningofAlgae&othersuspendedmaterialfromInletChannelscreem , CLF , filter bed , settle water channelbymanuallabourandDisposalofAlgae &other suspended material from Inlet Channel to suitable place With in 8 km for 45 mld .(2x365 days=730 ) 8 hours foreach shift 14 CleaningofAlgae&othersuspendedmaterialfromInletChannelscreem , CLF , filter bed , settle water channelbymanuallabourandDisposalofAlgae &other suspended material from Inlet Channel to suitable place With in 8 km for 110 mld ..(2x365 days=730 ) 8 hours foreach shift 15 Horticulture works at Head Work (Matateela) and water treatment plant Campus Babina and other related works for45 mld and 110 mld WTP 16 Maintenance of the entire garden features in the garden area i.e. feeding of water,lawn trees, shrubs, hedge, flower beds, creepers etc. including hoeing, pruning replacement of plants gap filling, watering, mowing of lawn, clipping of hedge, removal of garden waste, applyinginsecticide,pescticide,fertilizer&Manures per month including all T&P as per the direction of ingineer incharge 17 Operation & Maintenance of Laboratory 18 Providing Lab Technicion/chemist (MSC Qualified) for Water test and maintain quality of dinking water as per CPHEO GUDE of turbidity, PH Value of water, Dosing of PAC, Jar test, Chlorine (Pre and Post) etc. at 45 MLD. WTP and 110MLD. WTP at BABINA . (1x 365 Days = 365 days) 19 Providing of labour for collection of water sample from bulk consumer located at different location weekly (2 nos x 4nos x12months = 96 days 20 Providing of labour for water meater reading and distribution of water bills for bulk consumer located at different location weekly (4 nox12 = 48 days) 21 Providing of labour for water meater readinglocated at Bijoli(2 no x365 days = 730 Nos) 22 Supply and installation of Laboratorary Equipment as per latest modle and specification including transportation,fright charges, loading and unloading complete asthe direction of engineer incharge complete . 23 Hot air oven 60 Lt (Make - Lefco India, Thermo Fisher) 24 Auto Clave 50 L(Make - Lefco India, Thermo Fisher) 25 Incubator 112 L (Make - Lefco India, Thermo Fisher) 26 Jar floculator (Make - Lefco India, Thermo Fisher) 27 Digital Balance Up to fourth decimal place(Make-Dhona,) 28 Digital Burette (Thermo Fisher) 29 Fluoride Ion Meter (Make -Thermo Fisher) 30 Ph meter(Make -Thermo Fisher) 31 Conductivity Meter(Make -Thermo Fisher) 32 Turbidity meter(Make -Hach) 33 Double Distillation Apparatus (Make -Borosil) 34 Filtration Assembly with Vacume pump (Make -Borosil) 35 UV Double Beam Spectrophotometer LI126 (Make Elico,Thermo Fisher) 36 UV Leminar air flow (Make - Lefco India, Thermo Fisher) 37 Water Bath 12 holes 38 Bunsen Electric Hot palte 10x12 inch ractangular 39 Refrigerator (LG 408 Lt frost free double door 3 star convertible Modle No- GLT412VESX) 40 Flume Hud (Make - Lefco India, Thermo Fisher) 41 Glasswares 42 Flask flat Bottom -1000ml Borosil with NABL 43 Flask Conical -250ml,Borosil with NABL 44 Flask Conical -100ml Borosilwith NABL 45 Flask Volumetric -1000ml BorosilClass A with NABL 46 Flask Volumetric -500ml BorosilClass A with NABL 47 Flask Volumetric-250ml BorosilClass A with NABL 48 Flask Volumetric -100ml BorosilClass A with NABL 49 Flask Volumetric - 50ml Borosil Class A with NABL 50 Pipettes Volumetric -50ml BorosilClass A with NABL 51 Pipettes Volumetric-25 ml BorosilClass A with NABL 52 Pipettes Volumetric -20 ml Borosil Class A with NABL 53 Pipettes Volumetric- 10 ml Borosil Class A with NABL 54 Pipettes Volumetric -5 ml BorosilClass A with NABL 55 Pipettes Graduated-25 ml BorosilClass A with NABL 56 Pipettes Graduated -10 ml BorosilClass A with NABL 57 Pipettes Graduated -5ml BorosilClass A with NABL 58 Measuring Cylinder -250ml Borosil Class A with NABL 59 Measuring Cylinder -100ml BorosilClass A with NABL 60 Measuring Cylinder -50ml BorosilClass A with NABL 61 Burette- 50ml BorosilClass A with NABL 62 Burette-25ml Borosil Class A with NABL 63 Reagent Bottle -2000ml Borosilwith NABL 64 Reagent Bottle -1000ml Borosilwith NABL 65 Reagent Bottle -500ml Borosilwith NABL 66 Reagent Bottle -250ml Borosilwith NABL 67 Reagent Bottle -125ml Borosilwith NABL 68 Test Tube Size -150x18mm Borosilwith NABL 69 Test Tube Size- 125x15mm Borosil with NABL 70 Funnel Size -7.5 cm Borosil with NABL 71 Beaker -1000ml Borosilwith NABL 72 Beaker -500ml Borosilwith NABL 73 Beaker -250ml Borosilwith NABL 74 Beaker -100ml Borosilwith NABL 75 Porcelin Basin white with NABL 76 Nesseler Cylinder -100ml Borosil with NABL 77 Nesseler Cylinder -50ml Borosil with NABL 78 Petridish Size- 100mm Borosilwith NABL 79 Fermantation Tube Borosilwith NABL 80 Watch glass Borosilwith NABL 81 Burette stand Poly lab with NABL 82 Desiccator -150 mm Borosylicate with NABL 83 Chemicals 84 Silver Nitrate AR (Merck)-25 gram 85 Potassium Chromate AR (Merck)-500 gram 86 EDTA disodium AR (Merck)-100 gram 87 Eriochrome Black T AR (Merck)-25 gram 88 Magnesium Sulphate AR(Merck)-500 gram 89 Ammonium Hydroxide 25% AR (Merck)-2.5 lit 90 Murexide (Ammonium Purpurate) AR (Merck)-5 gram 91 Ethylene Glycol (Absolute) AR (Merck)-500 gram 92 Sodium Chloride AR (Merck)-500 gram 93 Phenolpthalein Indicator AR (Merck)-125 ml 94 Methyl Orange AR (Merck)-25 gram 95 CDTA AR (CDH) -100 gram 96 Hydrochloric Acid AR (Merck)-2.5 lit 97 Sulfuric Acid 98% AR (Merck)-2.5 lit 98 Acetic Acid glacial AR (Merck)-2.5 lit 99 Ammonium AcetateAR (Merck)-500 gram 100 Hydroxylamine Hydrochloride AR (Merck)-250 gram 101 1-10 Phenanthroline AR (Merck)-5 gram 102 Ethyl Alcohal AR (Merck)-500 ml 103 Barium Chloride AR (Merck)-500 gram 104 Glycerol AR (Merck)-500 ml-500 gram 105 Potassium Permanganate AR (Merck) 106 Sodium Hydroxide AR (Merck)-500 gram 107 Beef Extract (Merck)-500 gram 108 Lactose (Merck)-500 gram 109 Agar - Agar (Bact.) (Renkam)-500 gram 110 Sodium Chloride (Merck)-500 gram 111 Peptone Bacteriological(Renkam)-500 gram 112 Sodium Tourocholate (Loba)-500 gram 113 Nuteral Red Indicator (Fisher)-25 gram 114 Sodium Hydroxide (Merck)-500 gram 115 Magnese Sulfate (Merck)-500gram 116 Extran (Merck) MA01-500ml 117 Ortho - Tolidine Solution (Qualigen)-500 ml 118 Sodium Azide (Merck)-100gram 119 Strach-500 gram 120 Providing on Sweeper for cleaning of road, drains, quarters and other units at Water treatment plant Campus at babina (3 Nos x 365 Daysat WTP Campus) 121 Providing on Sweeper for cleaning of road, drains, quarters and other units atmatateela Campus head water works (1 No x 365 Days= 365days) 122 Providing ofhelper for cwr Jhansi for watch and ward of bulk consumer maintinace purpose in three shift(5nos x 365 days = 1825 Nos) 123 Bitumen roadTYPE AConstruction of bitumen road as per UPPWD specification including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:-GSB G-1 (One coat) (90-40 mm) = 12.5 cmG -2 (one coat) (45-63 mm) = 7.5 cmG - 3 (one coat) (22.5 - 53 mm) = 7.5 cmBM (One coat)= 7.5 cmSDBC (One coat)= 2.5 cm 124 TYPE BConstruction of bitumen road as per UPPWD specification including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:-Bitumen Road (SDBC + Tack coat)SDBC (One coat)= 2.5 cmTack coat with bituminous emulsion (MS)= 0.25 kg/sqm(30% consider for over dismantling of existing road) 125 Cement Concrete Road 126 C.C. Interlocking Tiles Road Type AConstruction of 80 mm tihck C.C. Interlocking Tile road including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:-PCC = 100 mm,1:4:8 (cement, coarse sand & stone ballast of 20-40 mm)Sand= 50 mm thick local sand lair for preparation of surfaceTiles = 100% new 127 Filter Media for 110 mld & 45 mld 128 Supply & fixing as per specification provided by department of Filter media for Filter beds effective size of 0.45mm to 0.70 mm of 80 CM height over graded gravel as per drawingattatched on tender document. 129 Supply of supporting media gravel of size 3 mm to 6 mm of 20 cm heightas per drawingattatched on tender document. 130 Removal of old filtration media sand and supporting media gravel from the filter bed and filling the new filtration media sand and supporting media gravel as per direction of site incharge including supply of labour material and T&P etc complete 131 (Chemical for 45 mld and 110 mld WTP ) 132 Supply of Bleaching powerat site of 110 MLD and 45 MLD W.T.P Babina including carting , loading , unloading etc. complete. 133 Lumpsump provision for repairing of leakage at different locationin differentdia of Raw water and Clear Water gravity main pipelinein the water supply system located fron matateela to jhansi (including Carting of material from central store such hiring of pump set, deisel, jointing material, cememt sand,Lead wool, cico no -2 etc which is required at site)For 45 mld and 110 mld WTP 134 For 110 mld WTP - 1400 mm dia PSCpipe in Gravity main ( Running pipe line )Matateela to Babina - 20.0 km approx 135 For 110 mld WTP - 1300 mmdia PSCpipe in Gravity main ( Running pipe line ) Babina to Hansri 22.50 km approx 136 For 110mld WTP - 1200 mm dia PSCpipe in Gravity main ( Running pipe line ) Hansri to Jal nigam Colony Jhansi5.0 km approx 137 For 45 mld WTP - 42 dia PSCpipe in Gravity main ( Running pipe line ) Matateela to Babina - 20.0 km approx 138 For 45 mld WTP - 33 dia PSCpipe in Gravity main ( Running pipe line ) Babina to MES Jhansi 24.0 km approx 139 For 45 mld WTP - 21 dia PSCpipe in Gravity main ( Running pipe line ) Babina to MES Jhansi 1000 m approx 140 For 110 mld WTP - 250 dia ACpipe in Gravity main ( Running pipe line )sale tax road to Medical college Jhansi 7 km approx 141 For 110 mld WTP - 200 dia DIpipe in Gravity main ( Running pipe line ) CWR to IGFRI Campus Jhansi 9.0 km approx 142 For 110 mld WTP - 150&125 mm dia DIpipe in Gravity main ( Running pipe line ) CWR to Army aviation Jhansi 5.0 km approx 143 Part B (E & M works) 144 E&M Operation and Maintenance Staff at Head Works Matatila 145 Providing of Skilled eletrician for maintinance of electrical equipments and other related eletrical works atMatatila head works01 in each shift 8 hours 146 1st shift 147 2 nd shift 148 3rd shift 149 Providing of Skilled mechanic for maintinance of mechanical equipments and other related eletrical works atMatatila head works01 in each shift 8 hours 150 1st shift 151 2 nd shift 152 3rd shift 153 Providing of Skilled operator for operation ofpumps , DG set and associated mechanical & electrical equipmentsatMatatila head works01 in each shift 8 hours 154 1st shift 155 2 nd shift 156 3rd shift 157 Providing of Skilled helper for electrician and mechanicatMatatila head works01 in each shift 8 hours 158 1st shift 159 2 nd shift 160 3rd shift 161 Routine, periodically and breakdown maintinance of all equipments, associated accessories installed at verious units at Matatila head works including supply,opening and refixing,fright charges, transportation , loading unloadingall T&P etc. complete as per the direction of engineer incharge. 162 Matatila Head works 163 Routine maintinance and servicing of 320 KVA D G set including all necessary spares, oil, Filters, Diode and lubricant as per norms 164 Repairing and Overhauling of 650 LPS discharge kirlosker make pumps with following works. Model MF 40-45 165 Dismantling, carting and re-installation of pump set including testing on load at site with all labour and T&P 166 Supply and fixing of new ball bearing-6415 and oil seal. 167 Supply and fixing of new thrust bearing-51320M 168 Fabrication, Supply and fixing of fully balanced new pump shaft made of SS 410 as per sample. 169 Reconditioning of pump shaft with rematling, machining and balancing complete in all respect. 170 Reconditioning of pump impeller with rematling, machining and balancing complete in all respect. 171 supply and fixing of New impeller for pump as per sample and zise 172 Supply and fixing of new shaft sleeve, chuck nut made of SS 410 as per sample. 173 Supply and filling of lubricating oil in every 6 months 174 Supply and fixing of new Fastners 175 Supply and filling of Glande packing as per size and sample. 176 Supply and fixing of new Glande plate with stud and nut. 177 Repairing & maintenance of kirloskar make induction motor with following works 178 Dismantling, carting and re-installation of motor including testing on load at site with all labour and T&P 179 Rewinding of 75 KW, 736 rpm, 3 Phase induction motor with F-class insulated copper wire, nomax paper, sleeves, varnishing etc. complete with all material and T&P. 180 Rewinding of 55 KW, 736 rpm, 3 Phase induction motor with F-class insulated copper wire, nomax paper, sleeves, varnishing etc. complete with all material and T&P. 181 Supply and fixing of new ball bearing-NU318C3 182 Supply and fixing of new ball bearing-6318C3 183 Fabrication, Supply and fixing of new rotar shaft as per sample and material. 184 Reconditioning of rotar shaft with rematling, machining and balancing complete in all respect. 185 Reconditioning of bearing housing with rematling, machining and balancing complete in all respect. 186 Routine Greasing of induction motor bearings with high temprature Jelly grease in every 30 days intervals 187 Supply and fixing of new Fastners 188 Supply and fitting of motor connection plate with suitable size of lugs as per sample etc. complete. 189 Repairing and Maintenance of 600mm size sluice valve with following works 190 Dismantling, carting and re-installation of sluice valve with all labour and T&P 191 Supply and fixing of spendle for sluice valve made of SS 304 as per size and sample 192 Supply and fixing of Bush for sluice valve made of gun metal as per size and sample 193 Supply and fixing of Disc and body sheet for sluice valve made of gun metal complete with all maching and finishing 194 Supply and fixing of Glande plate with Studs 600mm size sluice valve as per sample 195 Supply and filling of Glande packing as per size and sample 196 Repairing and rewinding of exhaust fan size 450mm with replacing of barings etc. complete. 197 Repairing and rewinding of exhaust fan size 600mm with replacing of barings etc. complete. 198 Complete wiring of H.T panel room with 1.5 and 2.5 Sq.mm multi strands copper conductor wire PVC insulated including Caping casing,power board, 5 Amp. switch and socket as per direction of engineer incharge with all labour, T&P and materials 199 Supply and fixing of dial gauge type pressure guage with cock at outlet of pump set 200 Servicing and overhauling of HOT crane including replacement of warmout parts with all labour and T&P 201 Routine Servicing of HT Panel 202 supply & fixing of Lov joy coupling for pumpset model C-2955 203 supply and fixing of power & control card for 110 KW Soft starter as per sample 204 Maintinance of all campus lighting, Head work Matatila andother building etc. includingsupply, fixing fright charges all T&P all complete as per the direction of engineer incharge (Brand name Syska, Philips,Bajaj,Havells) 205 LED Bulb 206 Supply and Fixing of 9 Watt 207 Supply and Fixing of 20 Watt 208 Supply and Fixing of 30 Watt 209 Supply and Fixing of 40 Watt 210 Supply and Fixing of 50 Watt 211 LED Tube light 212 Supply and Fixing of 22 Watt 213 Supply and Fixing of 36 Watt 214 LED StreetFlood light 215 Supply and Fixing of 50 Watt 216 Supply and Fixing of 100 Watt 217 Supply and Fixing of 1200mm size 218 E&M Operation and Maintenance Staff at 110 MLD & 45 MLD WTP Babina 219 Providing of Skilled eletrician for maintinance of electrical equipments and other related eletrical works at110 MLD & 45 MLD WTP Babina01 in each shift 8 hours 220 1st shift 221 2 nd shift 222 3rd shift 223 Providing of Skilled mechanic for maintinance of mechanical equipments and other related eletrical works at110 MLD & 45 MLD WTP Babina 01 in each shift 8 hours 224 1st shift 225 2 nd shift 226 3rd shift 227 Providing of Skilled operator for operation ofpumps , DG set and associated mechanical & electrical equipmentsat 110 MLD & 45 MLD WTP Babina01 in each shift 8 hours 228 1st shift 229 2 nd shift 230 3rd shift 231 Providing of Skilled helper for electrician and mechanic110 MLD & 45 MLD WTP Babina02 in 1st shift and 01 in other shifts 8 hours 232 1st shift (02Nos@Rs 350/- = Rs 700/-) 233 2 nd shift 234 3rd shift 235 Routine, periodically and breakdown maintinance of all equipments, associated accessories installed at verious units of 45 mld 110 mld WTP including supply,opening and refixing,fright charges, transportation , loading unloadingall T&P etc. complete as per the direction of engineer incharge. 236 110 MLD & 45 MLD WTP Babina 237 Rewinding and repairing of flash mixture induction motor having capacity of 5 hp, 3 phase with replacement of bearingsincluding Loading-unloading, Transportation etc. complete with testing on load 238 Repairing and overhauling of Grear box of flash mixture including replacement of warmout parts, bearings, Dismentaling, Loading, Carting and reinstallation etc. complete with testing on load 239 Repairing and Overhauling of Sluice Gate 1100x1300 mm size at flash mixer with following works 240 Dismentaling, carting, refitting and testing with all labour and T&P required at site 241 Fabrication, Supply and fixing of new threaded spindle shaft made of SS:316 as per size and sample 242 Fabrication, Supply and fixing of new bush made of Gun metal and wage piece as per size and sample 243 Fabrication, Supply and fixing of new fix and moving sheet made of Gun metal as per size and sample 244 Repairing and Overhauling of Sluice gate 1300x1500 mm size with following works :- 245 Dismentaling, carting, refitting and testing with all labour and T&P required at site 246 Fabrication, Supply and fixing of new threaded spindle shaft made of SS:316 as per size and sample 247 Fabrication, Supply and fixing of new bush made of Gun metal and wage piece as per size and sample 248 Fabrication, Supply and fixing of new fix and moving sheet made of Gun metal as per size and sample 249 Filter Bed No-8 @13.75 mld each 250 Repairing and Overhauling of Sluice Gate 450x450 mm size at Filter Bed Inlet with following works :- 251 Dismentaling, carting, refitting and testing with all labour and T&P required at site 252 Fabrication, Supply and fixing of new threaded spindle shaft made of SS:316 as per size and sample 253 Fabrication, Supply and fixing of new bush made of Gun metal and wage piece as per size and sample 254 Fabrication, Supply and fixing of new fix and moving sheet made of Gun metal as per size and sample 255 Repairing and Overhauling of Sluice Gate 600x450 mm size at Backwash Outlet with following works :- 256 Dismentaling, carting, refitting and testing with all labour and T&P required at site 257 Fabrication, Supply and fixing of new threaded spindle shaft made of SS:316 as per size and sample 258 Fabrication, Supply and fixing of new bush made of Gun metal and wage piece as per size and sample 259 Fabrication, Supply and fixing of new fix and moving sheet made of Gun metal as per size and sample 260 Repairing and Overhauling of 500mm dia size sluice valve at Backwash water inlet with following works. 261 Dismantling, carting and re-installation of sluice valve with all labour and T&P 262 Supply and fixing of spendle for sluice valve made of SS 316 as per size and sample 263 Supply and fixing of Bush for sluice valve made of gun metal as per size and sample 264 Supply and fixing of Disc and body sheet for sluice valve made of gun metal complete with all maching and finishing 265 Supply and fixing of Glande plate with Studs as per sample 266 Supply and filling of Glande packing as per size and sample 267 Repairing and Maintenance of 200mm dia size Sluice valve at Backwash Air Inlet with following works :- 268 Dismantling, carting and re-installation of sluice valve with all labour and T&P 269 Supply and fixing of spendle for sluice valve made of SS 316 as per size and sample 270 Supply and fixing of Bush for sluice valve made of gun metal as per size and sample 271 Supply and fixing of Disc and body sheet for sluice valve made of gun metal complete with all maching and finishing 272 Supply and fixing of Glande plate with Studs as per sample 273 Supply and filling of Glande packing as per size and sample 274 Repairing and Maintenance of 300mm dia size Sluice valve at Filter Water Outlet with following works :- 275 Dismantling, carting and re-installation of sluice valve with all labour and T&P 276 Supply and fixing of spendle for sluice valve made of SS 304 as per size and sample 277 Supply and fixing of Bush for sluice valve made of gun metal as per size and sample 278 Supply and fixing of Disc and body sheet for sluice valve made of gun metal complete with all maching and finishing 279 Supply and fixing of Glande plate with Studs 600mm size sluice valve as per sample 280 Supply and filling of Glande packing as per size and sample 281 Repairing and Maintenance of 100mm dia size Sluice valve for Chamber cleaning with following works :- 282 Dismantling, carting and re-installation of sluice valve with all labour and T&P 283 Supply and fixing of spendle for sluice valve made of SS 304 as per size and sample 284 Supply and fixing of Bush for sluice valve made of gun metal as per size and sample 285 Supply and fixing of Disc and body sheet for sluice valve made of gun metal complete with all maching and finishing 286 Supply and fixing of Glande plate with Studs 600mm size sluice valve as per sample 287 Supply and filling of Glande packing as per size and sample 288 Clarifloculator -1&2 289 Rewinding and repairing of 5 hp motor 3 phaseInduction motor including replacement of bearings, Dismentaling, Transportation, Refitting with testing on load 290 Repairing and Overhaulig of Gear box coupled with 5 H.P. Induction motor including replacement of warmout parts, Dismentaling, Loading, Carting and reinstallation etc. complete with testing on load 291 Repairing of Desludging Valve 300 mm dia Weidge Piece brass & Gun metal 292 Repairing of Desludging Valve 300 mm dia Spendle brass & Gun metal 293 Tefloan CLF wheel 294 Repairing and Overhauling of Swam make Air Blower with following works :- 295 Dismantling, carting and re-installation of Air blower with all labour and T&P 296 Repairing and Overhualing of 2500 cum/hrs capacity Air Blower including replacement of bearings, damaged parts complete with testing on load 297 Rewinding and repairing of 60 hp, 3 Phase induction motor of air blower including Dismentaling, Loading, Carting and reinstallation etc. complete with testing on load 298 Replacement of bearing no. 6313 299 Repairing and Overhauling of 483.33 LPS discharge kirlosker make backwash pumps with following works. Model No. 35-40 300 Dismantling, carting and re-installation of pump set including testing on load at site with all labour and T&P 301 Supply and fixing of new ball bearing-6412 and oil seal. 302 Supply and fixing of new thrust bearing-51314M 303 Fabrication, Supply and fixing of fully balanced new pump shaft made of SS 410 as per sample. 304 Reconditioning of pump shaft with rematling, machining and balancing complete in all respect. 305 Reconditioning of pump impeller with rematling, machining and balancing complete in all respect. 306 Supply and fixing of new shaft sleeve, chuck nut made of SS 410 as per sample. 307 Supply and filling of lubricating oil in every 6 months 308 Supply and fixing of new Fastners 309 Supply and filling of Glande packing as per size and sample. 310 Supply and fixing of new Glande plate with stud and nut. 311 Repairing & maintenance of kirloskar make induction motor of 150 HPfor Backwash pump with following works 312 Dismantling, carting and re-installation of motor including testing on load at site with all labour and T&P 313 Rewinding of 110 KW / 150 HP, 980 rpm, 3 Phase induction motor with F-class insulated copper wire, nomax paper, sleeves, varnishing etc. complete with all material and T&P. 314 Supply and fixing of new ball bearing-NU319C3 315 Supply and fixing of new ball bearing-6319C3 316 Fabrication, Supply and fixing of new rotar shaft as per sample and material. 317 Reconditioning of rotar shaft with rematling, machining and balancing complete in all respect. 318 Reconditioning of bearing housing with rematling, machining and balancing complete in all respect. 319 Routine Greasing of induction motor bearings with high temprature Jelly grease in every 30 days intervals 320 Supply and fixing of new Fastners 321 Supply and fitting of motor connection plate with suitable size of lugs as per sample etc. complete. 322 Chlorine OHT feeded pump 323 Rewinding and repairing of 5 hp 3 Phase motor with F class insulated copper wire, nomax paper, glass lead etc. including Dismentaling, Loading, Carting and reinstallation etc. complete with testing on load 324 Repairing and Overhauling of 4.17 LPS, 18 mtr. head, 2900 RPM end suction horizontal centrifugal pump with replacement of bearings, reconditioning of pump shaft, bearing housing etc. complete including Dismentaling, Loading, Carting and reinstallation etc. complete with testing on load 325 Supply,, Installation,, Testing and commissioning of PAC Doasing pump 326 Repairing and rewinding of exhaust fan size 450mm with replacing of barings etc. complete. 327 45 mld WTP 328 Flash Mixture 329 Rewinding and repairing of flash mixture 7.5 hp mortor 3 phaseincluding Loading Transportation etc. complete with testing on load 330 Repairing and Overhauling of flash mixture Grear box with replacement of warmout parts including Dismentaling, Loading, Carting and reinstallation etc. complete with testing on load 331 Clarifloculator -1&2 332 Rewinding and repairing of gear fan motor 5 hp motor 3 phaseincluding Loading Transportation etc. complete with testing on load 333 Repairing of Gear box of gear fan motor including Dismentaling, Loading, Carting and reinstallation etc. complete with testing on load 334 Rewinding and repairing of main drive 5 hp motor 3 phaseincluding Loading Transportation etc. complete with testing on load 335 Repairing of Gear box of main drive including Dismentaling, Loading, Carting and reinstallation etc. complete with testing on load 336 Repairing of Desludging Valve 300 mm dia Weidge Piece brass & Gun metal 337 Repairing of Desludging Valve 300 mm dia Spendle brass & Gun metal 338 Tefloan CLF wheel 339 Filter Bed No-5 @ 9.0 mld each 340 Repairing and Overhauling of Sluice Gate 500x500 mm size at Backwash Outlet with following works :- 341 Dismentaling, carting, refitting and testing with all labour and T&P required at site 342 Fabrication, Supply and fixing of new threaded spindle shaft made of SS:316 as per size and sample 343 Fabrication, Supply and fixing of new bush made of Gun metal and wage piece as per size and sample 344 Fabrication, Supply and fixing of new fix and moving sheet made of Gun metal as per size and sample 345 Repairing and Overhauling of 500mm dia size sluice valve at Backwash water inlet with following works. 346 Dismantling, carting and re-installation of sluice valve with all labour and T&P 347 Supply and fixing of spendle for sluice valve made of SS 304 as per size and sample 348 Supply and fixing of Bush for sluice valve made of gun metal as per size and sample 349 Supply and fixing of Disc and body sheet for sluice valve made of gun metal complete with all maching and finishing 350 Supply and fixing of Glande plate with Studs as per sample 351 Supply and filling of Glande packing as per size and sample 352 Repairing and Maintenance of 300mm dia size Sluice valve at Filter Water Outlet with following works :- 353 Dismantling, carting and re-installation of sluice valve with all labour and T&P 354 Supply and fixing of spendle for sluice valve made of SS 304 as per size and sample 355 Supply and fixing of Bush for sluice valve made of gun metal as per size and sample 356 Supply and fixing of Disc and body sheet for sluice valve made of gun metal complete with all maching and finishing 357 Supply and fixing of Glande plate with Studs 600mm size sluice valve as per sample 358 Supply and filling of Glande packing as per size and sample 359 Repairing and Maintenance of 300mm dia size Sluice valve for Raw Water Inlet with following works :- 360 Dismantling, carting and re-installation of sluice valve with all labour and T&P 361 Supply and fixing of spendle for sluice valve made of SS 304 as per size and sample 362 Supply and fixing of Bush for sluice valve made of gun metal as per size and sample 363 Supply and fixing of Disc and body sheet for sluice valve made of gun metal complete with all maching and finishing 364 Supply and fixing of Glande plate with Studs 600mm size sluice valve as per sample 365 Supply and filling of Glande packing as per size and sample 366 Back Wash Pump motor 367 Rewinding and repairing of Back wash motor 15 hp motor 3 phaseincluding Loading Transportation etc. complete with testing on load 368 Repairing of Backwash pump of 15 hp including Dismentaling, Loading, Carting and reinstallation etc. complete with testing on load 369 Rewinding and repairing of Back wash motor 12.5 hp motor 3 phaseincluding Loading Transportation etc. complete with testing on load 370 Repairing of Backwash pump of 12.5 hp including Dismentaling, Loading, Carting and reinstallation etc. complete with testing on load 371 Repairing and rewinding of exhaust fan size 450mm with replacing of barings etc. complete. 372 Repairing and rewinding of Ceiling fan with replacing of barings etc. complete. 373 ForGardening, Colony and Block Supply 374 Rewinding and repairing of 7.5 hp 3 Phase motor including Dismentaling, Loading, Carting and reinstallation etc. complete with testing on load 375 Repairing of Backwash pump of 7.5 hp including Dismentaling, Loading, Carting and reinstallation etc. complete with testing on load 376 supply and fixing of power & control card for 110 KW Soft starter as per sample 377 supply and fixing of power & control card for 45 KW Soft starter as per sample 378 Repairing and overhauling ofgarvity feed type Chlorination system complete at 110 & 45 MLD WTP Babinacapacity complete with all required spare parts 379 Supply and fixing of variable friquency drive (VFD) panel with all protective devices suitable to operate 150 HP backwash pumping plant as per relevant IS code 380 Maintinance of all campus lighting, 45 mld 110 mld WTP Babina and laboratory house and other building etc. includingsupply, fixing fright charges all T&P all complete as per the direction of engineer incharge (Brand name Syrya, Syska, Philips,Bajaj,Havells) 381 LED Bulb 382 Supply and Fixing of 9 Watt 383 Supply and Fixing of 20 Watt 384 Supply and Fixing of 30 Watt 385 Supply and Fixing of 40 Watt 386 Supply and Fixing of 50 Watt 387 LED Tube light 388 Supply and Fixing of 22 Watt 389 Supply and Fixing of 36 Watt 390 LED StreetFlood light 391 Supply and Fixing of 50 Watt 392 Supply and Fixing of 100 Watt 393 Supply and Fixing of 1200mm size
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Uttar Pradesh View Result →
29.
Power #9412033 AOC
Repainting Works For Buildings Piping Equipments In Main Plant Buildings And Other Infra Structures Inside And Outside Of Operating Island At Kaps 3 And 4 Plant Site; 1 Schedule A:- CIVIL - For Civil structures …- 2 Supply and application of approved Epoxy Paint (Two pack system) on concrete/ plastered surfaces of interior walls, floors and ceilings etc. as per manufacturers specification by using airless spray pump, brush, roller including surface preparation (without creating dust nuisance i.e. by means of scrapper with integral vacuum pick), masking of embedded parts, covering of installed equipment’s, pipe lines if any and removal of the same after completion of painting etc. complete as per specifications and as directed by the Engineer. 3 up to 125 Micron 4 up to 250 Micron 5 Providing and laying acid-alkali, chemical and oil resistant solvent free, self smoothing and levelling seamless 2mm thick, three component, solvent free, self-levelling, epoxy polyurethane flooring of approved brand and colour on three component, epoxy based self levelling screed on two component, high solid, epoxy resin based floor primer applied after preparation of surface as per recommendation of manufacture for old/new surface for all types of works at all levels. Including all smoothing the surface (without creating dust nuisance i.e. by means of scrapper with integral vacuum pick), repair damaged surface and filling the dents / cracks and undulations with epoxy mortar, cleaning the surface stained with cleaning chemicals, laying self leveling floor toping by authorized applicator of manufacture, inclusive of labour, material, equipment etc. all complete as per recommendations of manufacturer, specifications and as directed by the Engineer-in-charge.Note: 1. All material shall be applied as per manufacturer’srecommendations and as directed by the Engineer.2. Self levelling floor topping to achieve the desired thickness on concrete floors shall be in a single layer/coat.3. Preparing the surface in the specified manner by removing old paint coating of all thickness and types.4. Smoothening the surface with the use of all suitable means including machine grinding, scrapping and sand-papering etc. 6 Supplying and applying exterior emulsion paint on cementitious surfaces at all heights item includes single coat of primer (recommended by manufacturer of selected exterior paint) and two coats of selected exterior paint. Item includes preparing the surface by removing of all loose paints, dirt and dusts, cleaning of surface, filling / sealing of cracks up to 3mm by crack seal or putty as specified by paint manufacturer, making the damaged and rough surfaces smooth, minor repairs, other cracks sealing with white cement based putty, cement slurry or cement mortar where ever required. Item includes cost of paint, brushes, wire brushes, sand papers, cleaning accessories, labour, tools and tackles, transportation, loading, unloading of materials at site, steel or any other metal scaffolding, personnel safety of all workers with required PPE and accessories etc., complete as per manufacturers specifications and as directed by the Engineer.Note: 1. Prior approval from Engineer is a must for executing painting work by brush/roller/Spray.2. Sample and shade shall be got approved before bulk supply at site. 3. Work should be carried out at exterior surface of different building area as directed by Engineer. (up to hight 12 to 20M) 7 Supplying and applying two coats interior acrylic emulsion paint on cementitious surfaces at all heights item includes touch up of primer (recommended by manufacturer of selected exterior paint) and two coats of selected interior paint. Item includes preparing the surface by removing of all loose paints, dirt and dusts, cleaning of surface, filling/sealing of cracks up to 3mm by crack seal or putty as specified by paint manufacturer, making the damaged and rough surfaces smooth, minor repairs, other cracks sealing with white cement based putty, cement slurry or cement mortar where ever required. Item includes cost of paint, brushes, wire brushes, sand papers, cleaning accessories, labour, tools and tackles, transportation, loading, unloading of materials at KAPS plant site, steel or any other metal scaffolding, personnel safety of all workers with required PPE and accessories etc., complete as per manufacturers specifications and as directed by the Engineer. 8 Supplying and painting synthetic enamel paint of approved make and shade over the existing painted or fresh surface like wooden/ steel/ concrete surfaces etc. at all height. Including scaffolding, making good the damaged surfaces, minor repairs, cleaning of dust, dirt, rust, grease, scrapping, brushing, removal of peeled off paint etc. wherever required, preparation of surfaces including sand papering, cleaning the surfaces etc. including cost of all materials, labour, etc. all complete as directed by the Engineer In-Charge. 9 for Single Coat 10 for Double Coat 11 Providing and applying acid and alkali resistant paint of approved make and colour conforming to IS:9862 of minimum 250 micron DFT on flooring and walls and other surfaces at all elevations as directed, inclusive of surface preparation, labour, materials, scaffolding etc. all complete 12 Providing heavy duty, polyvinyl chloride, adhesive type, floor marking tape of72mm mm width for aisle marking. 13 Schedule B:For Metallic surface, Nomenclature 14 Supplying and Painting Inorganic Zinc-Rich Silicate on metallic pipes, fittings, structures etc.Note:- Item includes cleaning, scraping of existing surfaces, cost of paint,brushes, rollers, sand papers, smoothen the surface, required painting equipment and workman etc. complete as per specification and as directed by engineer. 15 Supplying and painting self priming Epoxy painton metallic pipes, fittings, structures etc.Note:- Item includes cleaning, scraping of existing surfaces, cost of paint,brushes, rollers, sand papers, smoothen the surface, required painting equipment and workman etc. complete as per specification and as directed by engineer. 16 Single Coat 17 Double Coat 18 Supplying and painting Red oxide zinc phosphate - Metal Primer Single Coat on metallic pipes, fittings, structures etc.Note:- Item includes cleaning, scraping of existing surfaces, cost of paint,brushes, rollers, sand papers, smoothen the surface, required painting equipment and workman etc. complete as per specification and as directed by engineer. 19 Supplying and painting of synthetic enamel paint single coat on metallic pipes, fittings, structures etc.Note:- Item includes cleaning, scraping of existing surfaces, cost of paint,brushes, rollers, sand papers, smoothen the surface, required painting equipment and workman etc. complete as per specification and as directed by engineer. Note:- Item includes cleaning, scraping of existing surfaces, cost of paint,brushes, rollers, sand papers, smoothen the surface, required painting equipment and workman etc. complete as per specification and as directed by engineer. 20 Metallic Pipes and fittings 21 Metallic structures 22 Supplying and Painting with Aluminium Paint Note:- Item includes cleaning, scraping of existing surfaces, cost of paint,brushes, rollers, sand papers, smoothen the surface, required painting equipment and workman etc. complete as per specification and as directed by engineer. 23 Single Coat 24 Double Coat 25 Supplying and painting with single coat of coal tar epoxy paint as per manufacturers specification. Item includes cleaning, scraping of existing surfaces, cost of paint,brushes, rollers, sand papers, removing of algae, smoothen the surface, required painting equipment and workman etc. complete as directed by engineer. Note:- Mixing of paint shall be carried out with electrically operated stirrer machine only and strictly as per manufacturers recomandations and specifications. 26 Nomenclature Painting with Black/White/Yellow/Red etc. shade of synthetic enamel paintfor0.5 inch to below 3 inch digit / letter
Contract Date: Mar 16, 2026 Contract Value : ₹ 2.64 Crore
Boards / Undertakings / PSU No of Bidders 3
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Public Administrative Department #9347035 AOC
2025-26 Annual Maintenance Work In Nagar Panchayat Besa-Pipla . , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening/ Binding Materials To Fill Up The Interstices Of Coarse Aggregate, Watering And Compacting With Vibratory Roller To The Required Density. By Mechanical Means -Gradingi(Using Screening Type B (11.2 Mm) Aggregate) , Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam Specification Including Spreading In Uniform Thickness, Hand Packing To Proper Grade And Camber, Applying And Brooming Requisite Type Of Screening/ Binding Materials To Fill Up The Interstices Of Coarse Aggregate, Watering And Compacting With Vibratory Roller To The Required Density. By Mechanical Means - Grading Ii(Using Screening Type B (11.2 Mm) Aggregate) , Providingsoling Using80mm Sizetrapmetalin15cm.Layerincludingfilling Voidswith Crushed Sand/Grit, Ramming, Watering Etc. Complete. , Construction Of Dry Lean Cement Concrete Sub- Base Over Aprepared Sub-Gradewith Coarse And Fine Aggregate (Vsi Grade Finely Washed Crushed Sand) Conforming To Is: 383, The Size Of Coarse Aggregate Not Exceeding 25 Mm, , Cement Content Not To Be Less Than 150 Kilogram/ Cum, Optimum Moisture Content To Be Determined During Trial Length Construction, Concrete Strength Not To Be Less Than 10 Mpa At 7 Days, Mixed In A Batching Plant/ Weigh Batch Mixer, Transported To Site With All Leads And Lifts, Laid With A Paver With Electronic Sensor /By Suitable Means As Approved Byengineer-In-Charge , Compacting Withvibratory Roller, Finishing,Curing Andincluding Preparation Of Sub-Grade Surface If Required Etc. Complete. , Providing And Laying 125 Micron Low Density Polyethylene (Ldpe) Sheet Confirming To Is 3395 : 1997 Below Concrete Pavement Including All Materials And Labour Complete. , Providing , Laying And Fixing ,Jointingeco- Drain 110 Mm Sn 8 Nu- Drain Upvc Pipes Or Of Equivalent Make, Manufacture As Per En 13476 Or Equivalent As Per I.S.15328 With Fittings Such A Bends, Tees, Coupler, Etc, Jointing With Rubber Lubricant Including Necessary Excavation, Trench Refilling With Selective Excavated Material Etc. Complete. , Providing , Laying And Fixing ,Jointingeco- Drain 160 Mm Sn 4 Nu- Drain Upvc Pipes Or Of Equivalent Make, Manufacture As Per En 13476 Or Equivalent As Per I.S.15328 With Fittings Such Abends,Tees,Coupler,Etc,Jointingwith Rubberlubricantincludingnecessary Excavation, Trench Refilling With Selective Excavated Material Etc. Complete. , Providing , Laying And Fixing ,Jointingeco- Drain 200 Mm Sn 4 Nu- Drain Upvc Pipes Or Of Equivalent Make, Manufacture As Per En 13476 Or Equivalent As Per I.S.15328 With Fittings Suchabends,Teestees,Coupleretc,Jointingwithrubberlubricantincludingnecessary Excavation, Trench Refilling With Selective Excavated Material Etc. Complete. , Providing , Laying And Fixing, Jointing Eco Drain 250 Mm Sn-04 Nu-Drain Upvc Pipe Or Of Equivalent Make, Manufacture As Per En 13476 Or Equivalent As Per I.S.15328& 16098 With Fittings Such A Bends, Tees, Coupler, Etc. Jointing With Rubber Lubricant, Including Necessary Excavation, Trench Refilling With Selective Excavated Material Etc. Complete. , Providing , Laying And Fixing, Jointing Eco Drain 315 Mm Sn-04 Nu-Drain Upvc Pipe Or Of Equivalent Make, Manufacture As Per En 13476 Or Equivalent As Per I.S.15328& 16098 With Fittings Such A Bends, Tees, Coupler, Etc. Jointing With Rubber Lubricant, Including Necessary Excavation, Trench Refilling With Selective Excavated Material Etc. Complete. , Providingandlayingvitrifiedmirror/Glossyfinish Havingdecorativetypeofsize590 Millimeter To 605 Millimeter X 590 Millimeter To 605 Millimeter Of 8 To 10 Millimeter Thickness (On A Existing Flooring) With Bonding Chemical And Confirming To Is 15622-2006 (Group Bla) Of Approved Make Shade And Pattern For Flooring In Required Position Laid On A Bed Of Bonding Chemical Filling Joints Curing And Cleaning Etc . Complete. , Providing And Laying Vitrified Matt Finishhaving Decorative Type Of Size 600 Millimeter X 600 Millimeter Of 8 To 10 Millimeter Thickness (On A Existing Flooring) With Bonding Chemical Andconfirmingtois15622-2006(Groupbla)Ofapprovedmakeshadeandpatternfor Flooringinrequiredpositionlaidonabedofbondingchemicalfillingjointscuringand Cleaning Etc .Complete. , Providing And Laying Vitrified Matt Finishhaving Decorative Type Of Size 1000 Millimeter X 1000 Millimeter Of 8 To 10 Millimeter Thickness (On A Existing Flooring) With Bonding Chemical Andconfirmingtois15622-2006(Groupbla)Ofapprovedmakeshadeandpatternfor Flooringinrequiredpositionlaidonabedofbondingchemicalfillingjointscuringand Cleaning Etc .Complete. , Providing And Laying Chequered Tiles Of Approved Qualityof Size 30 Cm X 30 Cm, Confirming Tocorrespondingi.S.Forflooringinrequiredpositionlaidonabedof1:4Cementmortar Including Cement Float, Filling Joint With Cement Slurry Cleaning Curing Etc. Complete. , Providingandlayingpolishedkotastoneflooringwithhand-Cutpolishedkotastones 25Mmto30mmthickandrequiredwidthinplain/Diamondpatternonbedof1:6Cement Mortarincludingcementfloat,Fillingjointswithneatcementslurry,Curing,Cleaningand Mirrorpolishingetc.Completenote-Waterabsorptionforkota Stoneshouldnotexceed 0.05%. , Providing, Laying Andfixing Exterior Grade Fibrilling Fibre Reinforcement Heavy Duty Designer Cementconcrete Tilesforflooring Ofapprovedcolour Anddesign 22+/ -2Mm Thickbayer Colourpigmentedasperis..1237-1980Havingcompressivestrengthmorethan500 Kilogram/Sq.Cmreaffirmedin2006,Havingwerttransvrsestrenghthof3.5/Mm2,Water Absorption Less Than 10 % Abrasion / Wear Resistance Less Than 2 Mm ,Skid Resistance More Than 25.0 (Astm:E303) And No Fading As Per Din - 51094 Of Size 300 X 300In Plan / Designed Pattern On A Bed Of 1:4 Cement Mortar Including Cement Float ,Filling Joints With Neat Cement Slurry ,Curing, Polishing And Cleaning Etc. Complete. For Flooring. , Providing, Laying And Fixing Exterior Grade Fibrilling Fibre Reinforcement Heavy Duty Designer Cement Concrete Tiles Forsteps And Dado Of Approved Colour And Design 22 +/ -2 Mm Thick Bayercolourpigmentedasperis1237-1980Reaffirmedin2006,Havingwerttransvrse Strenghth Of 3.5 / Mm 2, Water Absorption Less Than 10 % Abrasion / Wear Resistance Less Than 2 Mm ,Skid Resistance More Than 25.0 (Astm:E303) And No Fading As Per Din - 51094 In Plan / Designed Pattern On A Bed Of 1:4 Cement Mortar Including Cement Float ,Filling Joints With Neat Cement Slurry ,Curing,Polished And Cleaning Etc. Complete. For Steps, And Dado , Machinepolishingtocement/Marblemosaictiledflooringoranyothertypeofflooring Including Cleaning, Washing, Etc. Complete. , Providing,Fabricatinganderecting Atsiteofworkthetubularsteelstructure(Shed)Asper Standard Design And Specifications Having Various Spans In Between Trusses And In Multiples Of Standard Length Of Bays As Specified As Per Standard Specifications, Inclusive Of Cost Of Steel Tubular Trusses, Tubular Columns Purlins, Tie Runners, Foundationbolts, Base Plates, Nuts And Bolts,Weldingwhereverrequiredetc. Asperdetaileddrawinginclusiveofonecoatof Anticorrosive Paint And Two Coats Of Oil Painting Of Approved Quality And Shade Etc. Complete. Spec. One Number : As Directed By Engineer-In-Charge. , Providingandfixingbituminouspad25mmthickforexpansionjointsinretainingwall, Compound Wall Etc. Complete. , Providing And Fixing 50 Mm. Dia. Medium Class G.I.Pipe Gate With Wicket Gate Of Approved Drawing Withallfixturesandfittingsintwoleaveswithstrong Holdfastembeddedinc.C. Block At Top And Bottom With Locking Arrangement Including Cutting, Bending, Making Holes And With One Coat Of Primer Etc. Complete. , Providing Gas Or Electrical Welding For Structural Steel Section, Plates As Per Detailed Drawing. For Less Than 10 Mm Thick Section. , Providing And Fixing Mild Steel Grill Gate As Per The Detailed Drawing Including Hinges, Locking Arrangementsandpaintinginthreecoatsofoilpaintofapprovedcolourandshadeetc. Complete.(Weight 18 Kilogram. To 20 Kilogram. Per Sq.M.) Spec.One Number: As Directed By Engineer- In-Charge. , Providingstructuralsteelworkinhollowsectionofvariousthicknessandsizesinsquare, Rectanular And Round Shape From 25Mm To 450Mmsection As Per Is 4923 Yst 310 Grade Produced From Iron Ore And Blast Furnace Route Etc. As Per Detailed Designs And Drawing Or As Directed Including Cutting, Fabricating, Hoisting, Erecting, Fixing In Position, Making Riveted/Bolted/ Welded Connections And Painting Complete. , Providing And Laying Cement Concrete Flooring 50Mm Thick With M20 Cement Concrete Laid To Proper Level And Slope In Alternate Bays Including Compaction, Filling Joints, Marking Lines To Give The Appearance Of Tiles Of 30Cm X 30Cm Or Other Size Laid Diagonally/ Square Etc. Finishing Smooth (With Extra Cement) In Any Colour As Directed And Curing Etc. Complete.With Crushed Sand Vsi Grade , Road Marking With Hot Applied Thermoplastic Compound With Reflectorizing Glass Beads On Bituminous Surface- Providing And Laying Of Hot Applied Thermoplastic Compound 2.5 Mm Thick Including Reflectorizing Glass Beads @ 250 Gms Per Sqm Area, Thickness Of 2.5 Mm Is Exclusive Of Surface Applied Glass Beads As Per Irc:35 .The Finished Surface To Be Level, Uniform And Free From Streaks And Holes.Complete. , Supplying Of Solar Raised Pavement Markers Made Of Polycarbonate Molded Body With Circular Shape, Solar Powered, Led Self Illumination In Active Mode, 360 Degree Illumination And Reflective Panels With Micro Prismatic Lens Capable Of Providing Total Internal Reflection Of The Light Entering The Lens Face In Passive Mode. The Marker Shall Support A Load Of 20000 Kg Tested In Accordance To Astm D 4280. The Marker Should Be Resistant To Dust And Water Ingress According To Ip 65 Standards And Should Withstand Temperatures In The Range Of 0 C To 70 C.Color Of Lighting Could Be Provided In Red Or Yellow (Amber) As Per Requirement And Typical Frequency Of Blinking Is 1 Hz. There Should Be Current Losses Of Less Than 20 Micro-Amperes At 2.4 V In Sleep-Charging Mode To Enhance The Life Of The Marker And A Full Charge Should Provide For A Minimum Autonomy Of 50 Hours. The Height, Width And Length Of The Marker Shall Not Be Less Than 10 Mm X 100 Mm X 100 Mm. Also, The Surface Diameter Of The Marker Shall Not Be Less Than 100 Mm Respectively. The Weight Of The Marker Shall Not Exceed 0.5 Kilograms.Fixing Will Be By Drilling Holes On The Road For The Shanks To Go Inside, Without Nails And Using Epoxy Resin Based Adhesiveand Complete As Directed By The Engineer.The Contractor Shall Submit A Two Year Warrantyfor Satisfactory Field Performance Including Stipulated Retro-Reflectance Of The Reflecting Panel, To The Engineer. , Providing And Laying Concrete Pipes Of I.S.Np. Class Of 300Mm Diameter In Proper Line, Level And Slope Including Necessary Collars, Excavation, Laying, Fixing With Collars In Cement Mortar 1:1 And Refilling The Trench Complete. , Providing And Laying Cement Concrete Pipe Of Is 458:2003 Np-2 Class Of 450Mm Diameter In Proper Line, Level And Slope Including Providing And Fixing Collars In Cement Mortar 1:2 And Curing Etc. Complete. , Providing And Laying Cement Concrete Pipe Of Is 458:2003 Np-2 Class Of 600Mm Diameter In Proper Line, Level And Slope Including Providing And Fixing Collars In Cement Mortar 1:2 And Curing Etc. Complete. , Providing And Laying Cement Concrete Pipe Of Is 458:2003 Np-2 Class Of 800Mm Diameter In Proper Line, Level And Slope Including Providing And Fixing Collars In Cement Mortar 1:2 And Curing Etc. Complete. , Providing And Laying Cement Concrete Pipe Of Is 458:2003 Np-2 Class Of 900Mm Diameter In Proper Line, Level And Slope Including Providing And Fixing Collars In Cement Mortar 1:2 And Curing Etc. Complete. , Providing And Laying Cement Concrete Pipe Of Is 458:2003 Np-2 Class Of 1000Mm Diameter In Proper Line, Level And Slope Including Providing And Fixing Collars In Cement Mortar 1:2 And Curing Etc. Complete. , Providing And Laying Cement Concrete Pipe Of Is 458:2003 Np-2 Class Of 1200Mm Diameter In Proper Line, Level And Slope Including Providing And Fixing Collars In Cement Mortar 1:2 And Curing Etc. Complete. , Providing And Applying White-Wash In Two Coats On Old / New Plastered Or Masonry Surfaces And Asbestos Cement Sheets Including Scaffolding And Preparing The Surface By Brushing And Brooming Down Etc. Complete. , Providingandapplyingcolour-Washofapprovedcolourandshadeintwocoatstonew Surfaceincludingscaffolding,Brushingandbroomingdown(Excludingbasecoatofwhite- Wash) Etc. Complete. , Providing And Applying Washable Oil-Bound Distemper Of Approvedcolour Andshade To Old Andnewsurfaces In Two Coats Including Scaffolding, Preparing The Surfaces. (Excluding The Primer Coat.) Etc. Complete. , Providing And Applying Plastic Emulsion Paint Of Approved Quality, Colour And Shade Tonew Surface In Three Coats Including Scaffolding, Preparing The Surface. (Excluding Primer Coat) Etc. Complete. , Scrapping The Oldplasteredinternalsurface Withsandpaperandcoatingthe Entiresurface With Mixture Of Whiting Or Glue And Linseed Oil Including Scaffolding Etc. Complete As Directed. , Providing And Applying Royale Luxury Emulsion Of Approved Make On Internal Wall Surface Asdetailedbelowscrappingforsurfacewithemerypaperandwipecleanforarea. Wall Primer Withbrushby Adding Mineral Turpentine Oil By 8 To 10 % Or Water By 15 To 20% Allowing To Dryfor 6 To8 Hoursafter Applying Acrylic Wall Putty With Appropriate Prpportion Of Water Of Allow To Dry For Period Of4to6hoursofactivity.Scrappingwithemerypaper Andwipecleanapplying Paints Royale Luxury Emulsion 1St Coat With Brush Water Content Water 40 To 45% Or 65 To 70% By Role Applying Paints Royale Luxury Emulsion 2Nd Coat With Brush With Water Content 40 To 45%Or 65 To 70 % By Roller. , Providingand Applyingtwocoatsof Exterioracraylicemulsion Paintconfirmingto Corresponding I.S. Of Approved Manufacture And Of Approved Colour To The Plastered Surfaces Includingcleaning,Preparingtheplastersurface,Applyingprimercoat,Scaffoldingif Necessary , And Watering The Surface For Two Days Etc Complete. , Providing And Applying Two Coats Of Exteriorweather Shield Paint Of Approved Manufacture Andofapprovedcolourtotheplasteredsurfacesincludingcleaning,Preparingtheplaster Surface ,Applying Primer Coat ,Scaffolding If Necessary, And Watering The Surface For Two Days Etccomplete. , Providing Andfixing Colourcoatedzincalume (R)Az150(Min150gms/Sq.Mt.Totalon Each Side ) Profiled Sheets For Roofing. The Feed Material Is Manufactured Out Of Nominal 0.45 Mm Base Metal Thickness ( Bmt ) (0.5 Mm Tct ), Hi-Strength Steel With Min.550 Mpa Yield Strength,Metallichotdipcoatedwithaluminium-Zincalloy(55%Aluminium 43.4%Zinc 1.6% Silicon) With Colorbond ( R ) Steel Quality Super Durable Polyester Paint Coat ( With Inorganicpigment).Thepaintshallhaveatotalcoatingthicknessofnominal35um, Comprising Of Nominal 25 Um Exterior Coat On Top Surface And Nominal 10 Um Reverse Coat On Back Surface. Profile Sheet Shall Have Nom. 950-1050 Mm Effective Cover Width And Nominal 25-30 Mm Deep Ribs With Subtle Square Fluting In The Five Pan At Nominal 180-250 Mm Center- To-Center.The Endribshallbedesignedforanti-Capillarygroove.Andreturnleg.Thefeed Material Should Have Coil Manufacturers Product Details Marked A Regular Interval. Including Fasteners With Min. Fastened With Min. 25 Um Zinc-Tin Alloy Coated, Hex Head, Self-Drilling Screw Etc. Complete. (Weight Of Profile 4.52 Kilogram/ One Square Metre) , Providing And Fixing Of Colour Coated Zincaluminium( R ) Az150 ( Min 150 Gms/Sq.Mt. Total On Each Side ) Profiled Sheets For Roofing. The Feed Material Is Manufactured Out Of Nominal 0.45 Mm Base Metal Thickness ( Bmt ) (0.5 Mm Tct ), Hi-Strength Steel With Min.550 Mpa Yield Strength, Metallic Hot Dip Coated Withaluminium-Zinc Alloy (55% Aluminiumm 43.4% Zinc 1.6% Silicon) With Colorbond ( R ) Steel Quality Super Durable Polyster Paint Coat ( Withinorganic Pigment). The Paint Shallhave Atotal Coating Thickness Ofnominal 35Mm, Comprising Of Nominal 25Mmexterior Coat On Top Surface And Nominal 10 Um Reverse Coat On Back Surface. Profile Sheet Shall Have Nom. 950-1050 Mm Effective Cover Width And Nominal 25-30 Mm Deep Ribs With Sublet Square Fluting In The Five Pan At Nominal 180-250 Mmcenter- To-Center.Theendribshallbedesignedforanti-Capacitygroove.Andreturnleg.Thefeed Material Should Have Coil Manufacturers Product Details Marked A Regular Interval. Including Fasteners With Min. Fastened With Min. 25 Um Zinc-Tin Alloy Coated, Hex Head, Self-Drilling Screw Etc. Complete. (Weight Of Profile 4.52 Kilogram/ One Square Metre)600 Mm Girth (Surface Width). , Providing And Filling 20 Mm Thick Compressible Fibre Board In Expansion Joint Complete As Per Drawings And Technical Specifications Etc. Complete. , Providing And Applying Bitumen Vg30/Vg40 Layer At 2 Kilogram. Per One Square Meterr Over The Terrace, Structural Slab Including Cleaning The Surface For Waterproofing As Directed Complete , Providing Leak Proof Treatment By Injectiongrouting Methodto Oldfloor Withoutremoving Tiles Of W.C., Bath, With Cement Sand Proportion Of 1:1.5 And Waterproofing Compound At 2 Kilogram/Bagofcementmixedin35litersofwaterincludingdrillingholesinrequired Position Grouting With Above Mixed Solution And Ceiling Etc. Complete. , Providing Cement Based Water Proofing Treatment To Terraces (Indian Water Proofing Or Alike) With Brick Bats Laid In Required Slope To Drain The Water For Any Span After Cleaning The Base Surface. Applying A Coat Of Cement Slurry Admixed With Approved Water Proofing Compound And Laying The Brick Bats On Bottom Layer In C.M.1:5 Admixed With Approved Water Proofing Compound Filling Up To Half Depth Of Brick Bats, Curing This Layer For 3 Days, Applying Cement Slurry Over This Layer Joints Of Brick Bats With C.M.1:3 Admixed With Approved Water Proofing Compound And Finally Top Finishing With Average 20 Mm. Thick Layers Of Same Mortar Added With Jute Fiber At 1Kilogramper Bag Including Finishing The Surface Smooth With Cement Slurry Admixedwithapprovedwaterproofingcompound.Markingfinishedsurfacewithfalse Squares Of 300Mm X 300 Mm. Making The Junctions At The Parapet Rounded And Tapered Top For Requiredheight,Withdripmouldatthejunctionofplasterandparapetandcuringand Covering10yearsguaranteeagainstleakproofnessoncourtfeestamppaperofrs.500/- Including Ponding Test Etc. Complete. , Providingandapplyingwaterproofingtreatmentusingacrylicpolymermodifiedcement Basedwaterproofingcoatingwithfibreglassmeshmixingattherateofpowdertoliquid (2:1)Byweightcovering9to10squaremetre/Kilogramwithtwocoatusingapproved Chemicals For Masonry Andconcrete Surface By Brush Covering 7 Years Guarantee On Stamp Papers Etc. Complete. , Providing And Laying Jointless Polydee-Lm, A Highly Flexible Elastometric Coating For Rcc / Cementitious Surface For Terrace Waterproofing On B.B. Coba / R.C.C, After Application Of Tp- 42 Primer On Perfectly Clean Surface (Free From Loose Dust And Foreign Matter) Application Of 1St Coat Of Polydee-Lm @ 700 Gms/ One Square Metre And Applying 2Nd Coat Of Polydee-Lm @ 700 Gms/ One Square Metre And Finishing The Same With Sprinkling The Ag-10 Granules On The Wet Coating. (After Finishing Covering The Treatment With 25Mm Cement Plaster For Protection With Fibrillated 6Mm Plyplast Fibre @ 125 Gms/ One Square Metre To Be Paid In Separate Item.) Covering 7 Years Guarantee On Court Fee Stamp Paper Of Rs. 100/- Etc. Complete. , Waterproofing Treatmenttoexisting Terraceby Using Polymeric Cementitious Membrane Of Approved Make & Approved By Engineer In Charge By Replacing The Existing Waterproofing Treatment. Break Open The Existing I.P.S. And Brick Bat Coba Of The Terrace Slab To Expose The Bare Slab. (If There Are Cracks On The Bare Slab Open The Crack In V Groove And Fill It With P.M.M. And If There Are Lots Of Honeycombs And Identified Bad Patches Of Concrete The Same Should Be Grouted By Grouting Procedures). Clean The Entire Surface Thoroughlyand Over Thisprepared Surface, Applythree Coats Of Polymeric Waterproofing Coating Having A Breathable Non Toxic Acrylic Polymer Liquid Of Approved Make & Approved By Engineer In Charge, Over This Waterproofingtreatment, Provide And Lay Brick Bat Coba Of Average 112 Mm Thickness. , Providing And Fixing Valley Gutter Of 22 B.W.G. (0.8 Mm) Plain Galvanised Iron Sheets 120 Cm Widewithteakwoodplanking20mmthickincludingtwocoatsofcoal-Tarringtheupper Surface Of Plank Etc. Complete. (Excluding Painting To Underside Of Plank). , Providing And Fixing Valley Gutter Of 22 B.W.G. (0.8 Mm) Plain Galvanised Iron Sheets 90 Cm Widewithteakwoodplanking20mmthickincludingtwocoatsofcoal-Tarringtheupper Surface Of Plank Etc. Complete.(Excluding Painting To Underside Of Plank). , Providingandfixingcorrugatedgalvanisedironsheetsof0.63Mmthick(24B.W.G.)For Roofing Without Wind Tiles Including Fastening With Galvanised Iron Screws And Bolts, Lead And Bitumen Washers As Per Drawing Etc. Complete.(Weight Of 5.5 Kilogram/Sq.M.). , Providing And Fixing Plain Zinc Sheeting Of 0.80 Mm Thick (22 B.W.G.) Over The Ridge Hip Or Valley To Galvanized Iron Sheet Roofing Including All Fastening And Bolt Galvanised Iron Screws And Bolts, Lead And Bitumen Washers Etc. Complete.(Weight Of 6.8 Kilogram/Sq.M.). , Providingandfixing6.00Mmthickisimarkasbestoscementcorrugatedsheetroofing Including Galvanised Iron J Or L Hook Bolts Galvanised Iron Band Bituminous G.I. Washers, Galvanised Iron Clamps, Bolts, Nuts And Scaffolding Etc. Complete. , Providing And Fixing Solid Core Flush Door Shutter In Single Leaf 32 Mm Thick Decorative Type Of Exterior Grade As Per Detailed Drawings Approved Face Veneers 3 Mm Thick On Both Faces Or As Directed, All Necessary Beads, Mouldings And Lipping, Wrought Iron Hold Fasts, Chromium Platedfixturesandfastenings,Withbrassmortiselock,Chromiumplatedhandlesonboth Sides, And Finishing With French Polish Etc. Complete. , Providingandfixingsolidcoreflushdoorshuttercommercialinsingleleaf32mmthick Without Ventilator Commercial Type Of Exterior Grade As Per Detaileddrawings Withwrought Iron Hold Fast, Stainless Steel Fixtures And Fastenings And Handles On Both Sides And Finishing With Oil Painting 3 Coats Complete. , Providing And Fixing M40 Grade Thick Vibrated Pull Cast Or Similar Type Concrete Frame With Chamfer Conforming To I.S. 65241983 Having 6 Mm Dia. Bars 3 Nos. And Stirrups @250 Mm C/Candfixing Inwallwith6nosofholdfastof12mm Diabars500mm Longincluding Primer And Oil Painting Etc, Complete) Frame Size 60 Mm X 100 Mm . , Providing And Fixing M40 Grade Thick Vibrated Pull Cast Or Similar Type Concrete Frame With Chamfer Conforming To I.S. 65241983 Having 6 Mm Dia Bars 3 Nos. And Strips @250 Mm C/C And Fixing In Wall With 6 Nos. Of Hold Fast Of 12 Mm Dia Bars 500 Mm Long Including Primer And Oil Painting Etc, Complete) Frame Size 60 Mm X 125 Mm , Removing G.I. Or A.C. Sheet Roofing Including Purlins, Principal Rafters Etc. Including Sorting Serviceableandunserviceablematerials,Stackingthesameasandwheredirectedinthe Compound Including Scaffolding Etc. Complete. , Providing And Fixing Steel Frame Door Of Angle 40 X 40 X 5 Mm With 16 Mm Dia. Mild Steel Barshorizontallyat10cmc/Cforventilatorportionincludingironholdfastforthefixing Shutters Including Welding, Painting, Finishing Etc. Complete. , Providing And Fixing In Position. (As Per I.S.1868 / 1982) Aluminium Sliding Window Of Two Trackswithrectangularpipe Having Overalldimension63.50X38.10X1.02Mm Atweight 0.547 Kilogram/One Running Metre. And Window Frame Bottom Track Section 61.85 X 31.75 X 1.20 Mm Atweight0.695Kilogram/One Running Metre.Topandside Track Section61.85X31.75X 1.30 Mm At Weight 0.659 Kilogram/One Running Metre. The Shutter Should Be Of Bearing Bottom 40 X 18 X 1.25 Mm At Weight 0.417 Kilogram/One Running Metre. Inter Locking Section 40 X 18 X 1.10 Mm At Weight 0.469 Kilogram/One Running Metre. And Handle Section 40 X 18 X 1.25 Mm At Weight 0.417 Kilogram/One Running Metre. And Top Section 40 X 18 X 1.25 Mm At Weight 0.417 Kilogram/Runningmetre.Asperdetaileddrawingsandasdirectedbyengineerincharge With All Necessary Aluminium Sections Fixtures And Fastenings Such As Roller Bearing In Nylon Casting And Self Locking Catch Fitted In Vertical Section Of Shutter Including 5 Mm Thick Plain Glass With All Required Screws And Nuts Etc, Complete. With Powder Coating With Box , Providing Andfixing Inposition(Asper1868/1982)Aluminium Sliding Windowofthree Tracks With Rectangular Pipe 95 X 38.10 X 0.90 Mm At Weight 0.637 Kilogram/One Running Metre. With Window Frame Bottom Track Section 92 X 31.75 X 1.30 Mm At Weight 1.070 Kilogram/One Running Metre.. Top And Side Track Section 92 X 31.75 X 1.30 Mm At Weight 0.933 Kilogram/Runningmetre.Theshuttershouldbeofbearingbottom40x18x1.25Mmat Weight 0.417Kilogram/One Running Metre.Inter Locking Section 40X 18X 1.10Mm Atweight 0.469Kilogram/Runningmetre.Andhandleandtopsection40x18x1.25Mm Atweight O.417Kilogram/Runningmetre.Asperdetaileddrawingsandasdirectedby Engineerincharge With All Necessary Aluminium Sections Fixtures And Fastenings Such As Roller Bearing In Nylon Casting And Self Locking Catch Fitted In Vertical Section Of Shutter Including 5 Mmthickplainglassandaluminiummosquitonetshutterwithstainlesssteeljailwithall Required Screws And Nuts Etc, Complete. With Powder Coating With Box , Providing And Laying In Situ / Ready Mix M-20 Cement Concrete Of Trap /Granite /Quartzite /Gneiss Metal For Approach Slab / Rigid Pavement Including Compacting, Finishing, Curing Etc. Complete. (Excluding Reinforcement) (With Reversible Drum Type Mixer/ Concrete Batch Mix Plant (Pan Mixer)With Scada With Fine Agreegates Of Required Specifications (Natural Sand / Vsi Sand Finely Washed Etc ), Cement 6.40 Bags/Cumt) , Providing And Laying In-Situm30 Grade Unreinforced Plain Cement Concretepavementover A Prepared Sub Base With 43 Grade Cement , Coarse And Fine Aggregate ( Natural Sand/ Vsi Grade Finely Washed Crushed Sand) Conforming To Is 383, Using Fine And Coarse Aggregates Combined Gradationas Per Table 600-3 Of Morth Specification 2013, Mixed In A Tilting Type Concrete Mixer As Per Approved Mix Design, Admixtures, Spreading, Laying Compacting And Finished In A Continuous Operation Without Paver Machine, Finishing To Lines And Gradesas Directed By Engineer-In-Charge And Curingby Curing Compound /By Providing Cement Vata In Cement Mortar 1:8 @0.6M X 0.6M Centre To Centre, Admeasuring 80 Mm At Bottom And 40 Mm At Top Withdepth Of 75Mm And Maintaining The Same Throughout Curing Period By Any Other Method Approved By Engineer-In-Charge. , Cutting Transverse Contraction Joints 3 To 4 Mm Wide And Depth 60Mm. .In Concrete Slab Using Concrete Cutting Machine With Diamond Studded Saw Within 48 Hours Of Casting Of Bay / Slab Etc. Complete Including Subsequent Widening Of The Groove 8 To 10 Mm. Wide At Top Having Depth Of 15 Mm. As Directed By Engineer Incharge. , Providing To Contraction Joints Polysuphide Sealent (Pouring Grade) Confirming To Bs : 5212 - 1989 Into Sawed Groove Widened At Top For Sealent Reservoir Of Specified Size And Shape As Per Detailed Drawing Including Fixing Polyethylene Foam Backer Rod Of Required Diameter (Appraox. 25% Larger Than The Initial 3 Mone Metric Tonneo 4 Mm. Joint) Overlaid With Bond Breaking Tape As Per Detailed Drawing. Item Includes Cleaning The Joints With Water Jet / Air Compressor And Allowing Joint To Become Thoroughly Dry Before Sealent Is Applied And Applying Primer. (A) Contraction And Longitudinal Joints (15 Mm. Deep X 8 Mm.Wide) , Prividing And Fixing Pressure Relief Pipes Of 110 Mm Diametre Of Pvc As Per Drawing For R.C.C Raft,Galaries Returns, Abutments, Wing Wall Etc Complete. , Providing And Laying Weep Holes Of 100 Mm Diameter Pvc Pipes As Per Drawing For Abutment Returns, Return Walls Etc. Complete. , Providingandfixing75mmdiastabiliserpipe/P.V.C.Soilvent/Wastepipeandwith Necessary Fixtures Andfitting Such As Bends, Tees, Single Junctions, Slotted Vent, Clamps Etc. Complete , Providingandfixing100mmdiastabiliserpipe/P.V.C.Soilvent/Wastepipeandwith Necessary Fixtures Andfitting Such As Bends, Tees, Single Junctions, Slotted Vent, Clamps Etc. Complete. , Providing And Fixing H.D.P Container One Piece Moulded Water Tank Made Out Of High Density Polythyler And Built Corrugated Inclusive Of Delivery Up To Destination Hoisting Andfixingofaccessoriessuchasinlet,Outletoverflowpipeinclusiveofalltankscapacity Between 200 To 1000 Liters , Providing And Fixing H.D.P Container One Piece Moulded Water Tank Made Out Oflowdensitypolythylerandbuiltcorrugationincludingofdeliveryuptodestination Hoisting Andfixing Of Accessories Such As Inlet, Outlet Overflow Of Alltanks Capacityabove 1000 To 20,000 Litres , Providing And Fixing On Walls/ Ceiling/ Floor 15 Mm Dia. Cpvc Pipe With Necessary Fittings, Remaking Good The Demolished Portion Etc. Complete. Including Removing Existing Pipe Line If Necessary And Conveying And Stacking The Same In Pwd Chowky Or As Directed Etc. Complete. , Providing Andfixing Onwalls/Ceiling/Floor 20Mm Dia.Cpvc Pipe Withnecessary Fittings, Remaking Good The Demolished Portion Etc. Complete. Including Removing Existing Pipe Line If Necessary And Conveying And Stacking The Same In Pwd Chowky Or As Directed Etc. Complete. , Providing And Fixing On Walls/ Ceiling/ Floor 25 Mm Dia. Cpvc Pipe With Necessary Fittings, Remaking Good The Demolished Portion Etc. Complete. Including Removing Existing Pipe Line If Necessary And Conveying And Stacking The Same In Pwd Chowky Or As Directed Etc. Complete. , Providing And Fixing On Walls/ Ceiling/ Floor 32 Mm Dia. Cpvc Pipe With Necessary Fittings, Remaking Good The Demolished Portion Etc. Complete. Including Removing Existing Pipe Line If Necessary And Conveying And Stacking The Same In Pwd Chowky Or As Directed Etc. Complete. , Providing And Fixing On Walls /Ceiling/ Floor 40 Mm Dia. Cpvc Pipe With Necessary Fittings, Remaking Good The Demolished Portion Etc. Complete. Including Removing Existing Pipe Line If Necessary And Conveying And Stacking The Same In Pwd Chowky Or As Directed Etc. Complete. , Providing And Fixing On Walls/ Ceiling/ Floor 50 Mm Dia. Cpvc Pipe With Necessary Fittings, Remaking Good The Demolished Portion Etc. Complete. , Providingandlayingintrenches25mmdai.Cpvcpipeincludingnecessaryexcavation, Fittings. Refilling Trenches Etc. Complete. Including Removing Existing Pipe Line Ifnecessary And Conveying And Stacking The Same In Pwd Chowky Or As Directed Etc. Complete. , Providingandlayingintrenches32mmdai.Cpvcpipeincludingnecessaryexcavation, Fittings. Refilling Trenches Etc. Complete. Including Removing Existing Pipe Line Ifnecessary And Conveying And Stacking The Same In Pwd Chowky Or As Directed Etc. Complete. , Providingandlayingintrenches40mmdai.Cpvcpipeincludingnecessaryexcavation, Fittings. Refilling Trenches Etc. Complete. Including Removing Existing Pipe Line Ifnecessary And Conveying And Stacking The Same In Pwd Chowky Or As Directed Etc. Complete. , Providingandlayingintrenches50mmdai.Cpvcpipeincludingnecessaryexcavation, Fittings. Refilling Trenches Etc. Complete. Including Removing Existing Pipe Line Ifnecessary And Conveying And Stacking The Same In Pwd Chowky Or As Directed Etc. Complete. , Providing And Fixing Reinforced Cement Concrete Cover Of Size 90 Cm X 45 Cm With Frame Over Inspection Chamber Etc. Complete. Heavy Duty (225 Kilogram) , Providing And Fixing Reinforced Cement Concrete Cover Of Size 90 Cm X 45 Cm With Frame Over Inspection Chamber Etc. Complete. Medium Duty (140 Kilogram) , Providing And Fixing Reinforced Cement Concrete Cover Of Size 60 Cm X 45 Cm With Frame Over Inspection Chamber Etc. Complete. Heavy Duty (160 Kilogram) , Providing And Fixing Reinforced Cement Concrete Cover Of Size 60 Cm X 45 Cm With Frame Over Inspection Chamber Etc. Complete.Medium Duty (100 Kilogram) , Patch Repair On Already Filled Pot Holeswith 20 Mm Premix Carpet Andseal Coat As Per Morth Specification Clause 3004.1 And 3004.2 , Repair To Pot Holes And Removal Of Loose Material, Trimming Of Sides, Cleaning Of Surface By Providing Tack Coat, 20 Mm Thick Pre-Mix Carpet And Seal Coatas Per Morth Specification Clause 3004.1 And 3004.2 , Maintenance Of Gravel Road Including Making Up The Loss Of Profile, Rectifying Corrugated Surface, Filling Up Of Depressions, Pot Holes And Erosion Gullies By Adding Fresh Material And Compacting It With Appropriate Equipmentor To Stripexcess Of Material From The Road Surface As Per Drawings Etc Complete , Providing Pick And Roll Surface By Pickingthe Old Wbm Surface To The Required Standard, Adding 30% Of 40Mm Size Metal And Required Quantity Of Murum Including Laying Sectioning, Watering, Compacting With Static Roller With Thin Layer Of Murum Blindage On Carrageway, Watering And Compacting By Static Roller, Including Cost Of All Materials, Loading, Unloading, Stacking And Labour Etc. Complete. Spec.No. : As Directed By Engineer- In-Charge. , Maintenance Of Wbm Road Including Filling Up Of Pot Holes, Ruts And Rectifying Corrugated Surface, Damaged Edges And Ravelling Etc. Complete , The Maintenance Of Drains Include Erosion, Repair, Clearing, Cleaning, Reshaping, Regrading, Deepening Of Side Drains As Well As Catch Water Drains Etc. Complete , Trimming Of Grass, Shurbs And Weeds From The Shoulders/Berms And Disposing Off The Same To Suitable Locations Etc. Complete , Dressing Of Side Shoulder / Scrapping The Road Side Shoulder By Mechanical Means( By Jcb /Douzer) Including Excavation Of Raised Side Shoulders Upto 15Cm Depth Including Remooving /Cutting Bushes,Grass And Dressing Shoulder To Desired Camber And Disposing Of Excavated Stuff Up To Road Boundary Etc Complete. As Directed By Engineer In Charge. , Dewatering On Bhp Basis By Using Water Pump Including Diversion Of Stream, Providing Cofferdams, Earthern Bunds Etc. As May Be Necessary For Foundation And Other Parts Of The The Works And Pumping Out Water During And After Excavation As May Be Required By Using 3.0 Bhp Pump Etc. Complete. , Providing And Constructing Brick Masonry Inspection Chamber 60Cm X 45Cm X 90Cm Including 1:4:8 Cement Concrete Foundation 1:2:4 Cement Concrete Channels Half Round G.S.W. Pipes, Brick Masonry, Plastering From Inside And Airtight C. I. Cover Of 75 Kg With Lid And Frame Fixed In Cement Concrete , Providing Andconstructing Brick Masonry Inspection Chamber 90Cm X 45Cm With R.C.C. Raftinb.C.Soilareaincludingcostofreinforcement,1:2:4Cementconcretechannelshalf Roundg.S.W.Pipes,Brickmasonry,Plastering From Inside Andairtightwith75mm Thick R.C.C. Cover Medium Duty 140Kilogrametc. Complete. , Dismantling Of Cement Concrete Pavement By Mechanical Means Using Pneumatic Tools, Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Up To A Lead Of 1000 Metres, Stacking Serviceable And Unserviceable Materials Separately Etc. Complete. , Providingandlayingcastinsitu/Readymixcementconcreteinm-10Oftrap/Granite/ Quartzite/Gneissmetalforfoundationandbeddingincludingbailingoutwater,Steel Centering, Formwork, Laying/Pumping, Compacting, Roughening Them If Special Finish Is To Be Provided,Finishingifrequiredandcuringcomplete.With Fine Aggregate (Crushed Sand Vsi Grade) , Providing And Laying Cast In Situ/Ready Mixcement Concrete In M15 Of Trap/ Granite/Quartzite/Gneiss Metal For Steps Including Steel Centering, Formwork, Laying/Pumping, Compacting,Rougheningthemifspecialfinishistobeprovided,Finishingunevenand Honeycombed Surface And Curing Etc. Complete. The Cement Mortar 1:3 Plaster Is Considered For Rendering Uneven And Honeycombed Surface, Only. Newly Laid Concrete Shall Be Covered Bygunnybag,Plastic,Tarpaulinetc.(Woodencenteringwillnotbeallowed.),Withfully Automatic Micro Processor Based Plc With Scada Enabled Reversible Drum Type Mixer/Concretebatchmixplant(Panmixer)Etc.Complete.Withfineaggregate(Crushed Sand Vsi Grade) , Dismantling Of Existing B.T. Surface (Flexible Pavement) To A Depth Of 50 Mm. Manually Including Loading Of Dismantled Material To Transport Vehicle At Site Excluding Lead Charges , Providing And Constructing 75 Mm. Thick Modifiedpenetraction Macadam (Mpm)Road Surface Including All Materials, Preparing The Existing Road Surface, Spreading 40 Mm. Stone Layers Metal 100%Crusher Broken Metal With Conical Crusher Plant, Heating And Spraying Thebitumen Of Specified Grade @ 2 Kg / Sqm , Spreading 12Mm.Size Chips Compacting With Three Wheel Static Roller Having Weight 8 To 10 Mt. To Achive The Desired Degree Of Compaction As Per Technical Specification Clause 506 Etc.Complete, Including Applying Tack Coat Of Specified Grade Of Bitumen At The Rate Of 0.30 Kg Sqm. On Existing Bitumen Surface. (Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates) , Bituminous Macadam: Proving And Laying Bituminous Macadam Using Crushed Aggregates Of Grading 1,Premixed With Bituminous Binder, Transported To Site With Vts , Laid Over A Previously Prepared Surface, Finished To The Required Grade, Level, Alignment, And Rolling To Achieve The Desired Compaction For 80/100 Mm Compacted Thickness With 3.3 % Using Specified Grade Of Bitumen. -- Using Batch Mix Type Hot Mix Plant With Scada, Sensor Paver, Vibratory Roller.(Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates) , Open Graded Premix Surfacing- Providing And Laying Ogc 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Premixed With Bituminous Binder Transported To Site With Vts , Laid Over A Previously Prepared Surface, Finished To The Required Grade, Level, Alignment, And Rolling To Achieve The Desired Compaction Vg-30 Bitumen, Including Providing And Laying Seal Coat Sealing Voids In A Bituminious Surface Laid To The Specified Level And Cross Fall Using Type A Seal Coat But Excluding Prime / Tack Coat. For Bitumen Vg-30 Bulk -- Using 80 Tph Batch Mix Type Hot Mix Plant With Scada, Paver And Vibratory Roller , Providing And Laying Of Type - B Premix Seal Coat With Hmp Of Appropratecrushed Stone Chipping 6.70 Mm Size And Penetration Bitumen Of Specified Grade @ 0.68 Kg / Sqm. , Preparing Existing Road Surface Including Mixing In Suitable Batch Mixplant And Rolling Bystatic Roller Having Weight 8 To 10 Mt. Etc. Complete. (Vg-30 Bulk Bitumen Rates Are Considered To Arrive At Rates) , Removing Rich Mix Cement Concrete Including Stacking The Spoils As Directed With All Leads, Lifts Etc, Complete.A) For Ground Floor , Excavation For Roadway In Earth, Soil Of All Sorts, Sand, Gravel Or Soft Murum Including Dressing Section To The Required Grade, Camber And Side Slopes And Conveying The Excavated Materials With All Lifts Upto A Lead Of 50M. And Spreading For Embankment Or Stacking As Directed. , Providing Selected Hard Murum Filling Including Laying In Layers Of 15 To 20Cmwith Watering And Compacting Etc. Complete. , Providing And Laying In Situ / Ready Mix / Ready Mix M20 Rcc Work With Trap/ Granite/ Quartzite/ Gneiss Metal In Cut Off Wallincluding Shuttering, Compacting By Vibrating, Finishing And Curing Etc. Complete. (Fully Automatic Micro Processor Based Plc With Scada Enabled With Reversible Drum Type Mixer/ Concrete Batch Mix Plant (Pan Mixer)With Natural/Artificalsand, Excluding Reinforcement) , Providing Fly Ash Brick Masonry With Conventional / I.S. Type Fly Ash Bricksin C.M. 1:6 In Foundation And Plinth Includingbailing Out Water Manually Striking Joints, Racking Out Joints Watering And Scaffolding Etc. Complete. , Providing Fly Ash Brick Masonry With Conventional/ I.S. Type Bricks In Cement Mortar 1:6 In Superstructure Including Striking Joints, Raking Out Joints, Watering And Scaffolding Etc. Complete , Providing Sand Faced Plaster Externally In Cement Mortar Using Approved Screened Sand, In All Positions Including Base Coat Of 15 Mm Thick In Cement Mortar 1:4 Using Waterproofing Compound At 1 Kg Per Cement Bag Curing The Same For Not Less Than 2 Days And Keeping The Surface Of The Base Coat Rough To Receive The Sand Faced Treatment 6 To 8 Mm Thick In Cement Mortar 1:4 Finishing The Surface By Taking Out Grains And Curing For Fourteen Days Scaffolding Etc.Complete. , Providing Rubble Filling Of Trap/ Granite/ Quartzite Gneiss Stones For Foundations Including Hand Packing Filling Gravel / Sand In The Voids Etc. Complete. , Transportation Of Material Obtained From Excavation Including All Lift , Laying In Layer Breaking Clouds Dressing To 35 Camber, As Prescibed Sectioning Etc.. Complete , Supplying Hard Murum/ Kankar At The Road Site, Including Conveying And Stacking Complete. , Supplying Soft Murum At The Road Site, Including Conveying And Stacking Complete. , Spreading Hard Murum/ Soft Murrum/ Gravel Or Kankar For Side Width Complete , Compacting The Hard Murum Side Widths Including Laying In Layers On Each Side With Vibratory Roller Including Artificial Watering Etc. Complete. , Providing And Laying In Situ /Ready Mixcement Concretem-20Of Trap / Granite /Quartzite/ Gneiss Metalforr.C.C.Work Infoundationslikeraft,Stripfoundations,Grillageand Footingsofr.C.C.Columnsandsteelstanchions Etc.Includingbailingoutwater, Steel Centeringformwork,Laying/Pumpingcoverblocks,Compactionandcuring Roughening The Surface If Special Finish Is To Be Provided (Excluding Reinforcement And Structural Steel) Etc. Complete, With Fully Automatic Micro Processor Based Plc With Scada Enabled Reversible Drum Type Mixer/ Concrete Batch Mix Plant (Pan Mixer) Etc. Complete. With Fine Aggregate (Crushed Sand Vsi Grade) , Providing And Laying Cast In Situ / Ready Mix Cement Concrete M-25 Of Trap/Granite/Quartzite/Gneissmetalforr.C.C.Workinfoundationslike Raft, Strip Foundations,Grillage And Footings Of R.C.C. Columns And Steel Stanchions Etc. Including Bailing Out Water,Steel Centering,Formwork,Coverblocks,Laying/Pumping,Compactionandcuring Roughening The Surface If Special Finish Is To Be Provided (Excluding Reinforcement And Structural Steel) Etc. Complete. With Fine Aggregate (Crushed Sand Vsi Grade) , Providingandlayingcastinsitu/Readymixcementconcretem-30Oftrap/Granite /Quartzite/Gneissmetalforr.C.C.Workinfoundationslike Raft,Strip Foundations,Grillage And Footings Of R.C.C. Columns And Steel Stanchions Etc. Columns As Per Detailed Designs And Drawing Or As Directed Including Steelcenteringformwork,Cover Blockslaying/Pumping, Compactionfinishingtheformedsurfaceswithcementmortar1:3Ofsufficientminimum Thickness To Give A Smooth And Even Surface Or Roughening If Special Finish Is To Be Provided And Curing Etc. Complete. (Excluding Reinforcement And Structural Steel). With Fully Automatic Microprocessorbasedplcwithscadaenabledreversibledrumtypemixer/Concrete Batch Mix Plant (Pan Mixer) Etc. Complete. With Fine Aggregate (Crushed Sand Vsi Grade) , Providingandlayingcastinsitu/Readymixcementconcretem-20Oftrap/ Granite/Quartzite/ Gneiss Metal For R.C.C. Columns As Per Detailed Designs And Drawing Or As Directed Including Steel Centering, Formwork, Cover Blocks, Laying/Pumping, Compaction Finishing The Formed Surfaces With Cement Mortar 1:3 Of Sufficient Minimum Thickness To Give A Smooth And Even Surface Or Roughening If Special Finish Is To Be Provided And Curing Etc. Complete.(Excluding Reinforcement And Structural Steel).With Fully Automatic Micro Processor Based Plc With Scada Enabled Reversible Drum Type Mixer/ Concrete Batch Mix Plant (Pan Mixer) Etc. Complete. With Fine Aggregate (Crushed Sand Vsi Grade) , Providing And Laying Castinsitu/Ready Mix Cement Concretem-25Oftrap/Granite/Quartzite/Gneiss Metalforr.C.C. Columns As Per Detaileddesignsanddrawings Or As Directedincluding Steel Centering, Formwork,Coverblocks,Laying/Pumping, Compaction Finishing The Formed Surfaces With Cement Mortar 1:3 Of Sufficient Minimum Thickness To Give A Smoothand Even Surface Or Roughening If Special Finish Is To Be Providedand Curing Etc. Complete(Excluding Reinforcement And Structural Steel). With Fine Aggregate (Crushed Sand Vsi Grade) , Providingandlayingcastinsitu/Readymixcementconcretem-30Oftrap/Granite /Quartzite/ Gneiss Metal For R.C.C. Columns As Per Detailed Designs And Drawing Or As Directed Including Steel Centering, Formwork,Cover Blocks, Laying/Pumping, Compaction Finishing The Formed Surfaces With Cement Mortar 1:3 Of Sufficient Minimum Thickness To Give A Smooth And Even Surface Or Roughening If Special Finish Is To Be Provided And Curing Etc. Complete,(Excluding Reinforcement And Structural Steel). With Fully Automatic Micro Processor Based Plc With Scada Enabled Reversible Drum Type Mixer/ Concrete Batch Mix Plant (Pan Mixer) Etc. Complete. With Fine Aggregate (Crushed Sand Vsi Grade) , Providingandlayingcastinsitu/Readymixcementconcretem-20Oftrap/Granite /Quartzite/ Gneiss Metal For R.C.C. Beams And Lintels As Per Detailed Designs And Drawings Or Asdirectedincludingsteelcentering,Formwork,Coverblocks,Laying/Pumping, Compactionandrougheningthesurfaceifspecialfinishistobeprovidedandcuringetc. Complete. (Excluding Reinforcement And Structural Steel). With Fully Automatic Micro Processor Based Plc With Scada Enabled Reversible Drum Type Mixer/ Concrete Batch Mix Plant (Pan Mixer) Etc. Complete. With Fine Aggregate (Crushed Sand Vsi Grade) , Providingandlaying Cast In Situ/ Ready Mix Cement Concrete In M-25 Of Trap/ Granite/ Quartzite/ Gneiss Metal For R.C.C.Beams And Lintels As Per Detailed Designs And Drawings Or As Directed Including Steel Centering, Formwork, Cover Blocks, Laying/Pumping, Compaction And Roughening The Surface If Special Finish Is To Be Provided And Curing Etc. Complete. (Excluding Reinforcementandstructuralsteel). With Fine Aggregate (Crushed Sand Vsi Grade) , Providingandlayingcastinsitu/Readymixcementconcretem-20Oftrap/Granite/ Quartzite/ Gneiss Metal For R.C.C.Slabs Andlandingsasper Detaileddesigns Anddrawings Including Steel Centering, Formwork, Cover Blocks, Laying/Pumping, Compaction Finishing The Formed Surfaces With Cement Mortar 1:3 Of Sufficient Minimum Thickness To Give A Smooth And Even Surface Or Roughening If Special Finish Is To Be Provided And Curing Etc. Complete,(Excluding Reinforcement And Structural Steel).With Fully Automatic Micro Processor Based Plc With Scada Enabled Reversible Drum Type Mixer/ Concrete Batch Mix Plant (Pan Mixer) Etc. Complete. With Fine Aggregate (Crushed Sand Vsi Grade) , Providingandlayingcastinsitu/Readymixcementconcretem-25Oftrap/Granite/ Quartzite/ Gneiss Metal For R.C.C.Slabs Andlandingsasper Detaileddesigns Anddrawings Including Steel Centering, Formwork, Cover Blocks, Laying/Pumping, Compaction Finishing The Formed Surfaces With Cement Mortar 1:3 Of Sufficient Minimum Thickness To Give A Smooth And Even Surface Or Roughening If Special Finish Is To Be Provided And Curing Etc. Complete,(Excluding Reinforcement And Structural Steel). With Fine Aggregate (Crushed Sand Vsi Grade) , Providingandlayingcastinsitu/Readymixcementconcretem-30Oftrap/Granite/ Quartzite/ Gneiss Metal For R.C.C.Slabs Andlandingsasper Detaileddesigns Anddrawings Including Steel Centering, Formwork, Cover Blocks, Laying/Pumping, Compaction Finishing The Formed Surfaces With Cement Mortar 1:3 Of Sufficient Minimum Thickness To Give A Smooth And Even Surface Or Roughening If Special Finish Is To Be Provided And Curing Etc. Complete,(Excluding Reinforcement And Structural Steel).With Fully Automatic Micro Processor Based Plc With Scada Enabled Reversible Drum Type Mixer/ Concrete Batch Mix Plant (Pan Mixer) Etc. Complete. With Fine Aggregate (Crushed Sand Vsi Grade) , Providing And Laying Cast In Situ/Ready Mixcement Concrete M-20 Of Trap/ Granite/ Quartzite/ Gneiss Metal For R.C.C. Chajja As Per Detailed Design And Drawings Including Steel Centering, Formwork, Cover Blocks, Laying/Pumping, Compacting Androughening The Surface Ifspecial Finish Is To Be Provided And Curing Complete. (Excluding Reinforcement And Structural Steel). Withfullyautomaticmicroprocessorbasedplcwithscada Enabledreversibledrum Typemixer/Concretebatchmixplant(Panmixer)Etc.Complete.Withfineaggregate (Crushed Sand Vsi Grade) , Providing And Fixing In Position Tmt - Fe - 500 Bar Reinforcement Of Various Diameters For R.C.C.Pilecaps,Footings,Foundations,Slabs,Beamscolumns,Canopies,Staircase,Newels, Chajjas,Lintelspardis,Copings,Fins,Archesetc.Asperdetaileddesigns,Drawingsand Schedules. Including Cutting, Bending, Hooking The Bars, Binding With Wires Or Tack Welding And Supporting As Required Complete. , Providing, Cutting, Bending, Hooking, Tyingand Laying In Position Tmt Fe 500 Steel Bars For Reinforcement For All Rcc Works As Per Detailed Drawings Etc. Complete. , Providing And Erecting Y Type Barbed Wire Fencing With Seven Rows Of Wire With 2.45 Mm Dia G.I. Pipe ( Rezan/ Concenti Deleted Ire 0.75 Mm Dia ) With Hot Dip And G.I. Coated Hooks As Per Drawingsupportedonm.S.Angle50x50x6mmat2.5Mtr.C/Cincludingfixingand Fastening With Wire, Painting M.S. Angles With One Coat Of Red Lead Primer And Two Coat Of Oil Paint Etc. Complete. , Providing And Erecting 1.5 Metre High Wire Fencing With Seven Rows Of Barbed Wire Supported On M.S.Angles ( 50Mm X 50Mm X 6Mm) At 2.5 Metres, Center To Center Including Excavating Pits For Foundqtion, Fixing Post In Cement Cocnrete 1:4:8 Of Size 45 X 45 X 45 Cm Fastening The Wire And Painting The M.S.Angles With One Coat Of Red Lead Primer And Two Coats Of Painting Etc.Complete. , Providing And Erecting 1.2 Meter High Wire Fencing With Five Rows Of Barbed Wire Supported Onmildsteelangle(50X50x6mm)Postat2.5Mc/Cincludingexcavationofpitsof Foundation Concrete Fixing The Posts In ( 1:4:8) Cement Concrete Block Of 45X45x45 Cm And Fastening The Wires And Painting The Angles With One Coat With Red Lead Primer And Two Coats Of Oil Painting Etc.Complete , Providing And Erecting Chain Link Fencing 1.6 M. Height With G.I. Chain Link Of Size 50X 50 Mm, 8 Gauge Thick And Fixed 75 Mm Above Ground Level On Vertical M.S. Angles Of 40 X 40 X 6 Mm Size, Includind Excavating Pits For Foundation And Embedded In C.C. Block Of 1:4:8 Mix Of Size 450 X 450 X 670 Mm. At 1.75 M. C/C With Iron Bar 16Mm Dia As Hold Fast Including Welding Link With Angle Frame At 30 Cm C/C With Nuts And Bolts And Horizontal M.S. Angles At Top Andbottom Of 25 X 25 X 5 Mm Size Andvertical M.S. Flat 35 X 5 Mm And25 X 5Mm Horizontal Including Cross Support Of 40 X 40 X 6 Mm Angles Both Side At Every Corner Or Bend Embedded In Concrete Blocks Of 1:4:8Of Size 450 X 450 X 670 Mm Including 3 Coats Of Oil Painting Etc. Complete. , Providing And Constructing Rcc Inspection Chamber 90Cm X 60Cm X 90Cm Including 1:4:8 Cement Concrete Foundation And M20 Raft, Wall Reinforcement With Frame Fixed In Cement Concrete With R.C.C. Cover Medium Duty 140 Kg With Frame Etc Complete , Providing And Fixing Factory Made Hydraulically Pressed Mechanically Vibrated And Compacted Precast Inter Locking Cement Concrete Paving Blocks 80Mm Thick In M-40 Grade Of Approved Size And Shape For City Streets, Small /Medium Market Roads,Low Volume Roads, Utility Cuts On Arterial Roads Etc. As Specified And As Per Is 15658:2006 Including Cost Of All Materials, Manufacturing, Curing, Transportation Of Blocks To Work Site Including Loading, Unloading And Stacking As Directed, Laying Paving Blocks In Position Over Prepared Bed Of Natural Sand / Crushed Sand Of 50 Mm Thickness Including Necessary Excavation In All Stratas, Spreading Blindge Of Fine Sand Over The Prepared Bed, Compacting Blocks By Plate Vibratoretc. Complete. , Grade Of Approved Size And Shape For City Streets, Small /Medium Market Roads,Low
Contract Date: Jun 24, 2026 Contract Value : ₹ 8.58 Lakh
Local Bodies No of Bidders 3
Maharashtra View Result →
31.
Drinking Water Supply and Sanitation #9199023 Technical Bid
Work of Conversion from P&T into piped WSS Tighriya-Ranmalpada to provide FHTCs including one year Defect Liability period under Tehsil Hindaun City under JJM in the jurisdiction of PHED Division Hindaun City Distt. Karauli.; 1 Tube well 2 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. 3 Nominal bore 200 mm dia. 4 Construction of tube well after completion of drilling by rotary /percussion method & up to 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 5 Nominal bore 200 mm dia. 6 Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 7 Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 or as per amended up to date. 8 Development of tube well having depth up to 250 mtr as per IS: 11189- 1985 and IS: 2800 (Part- I)- 1991 (both amended up to date) using suitable methods to give sand free water for required yield of the gravel packed tube well. 9 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 10 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 11 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 12 200 mm dia nominal bore of 5.4mm thickness 13 Supply & Installation of single phase ISI marked submersible motor pump set of three star or better rating of BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 14 11 KW (15 HP) & head above 120 mtr. 15 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 16 Above 10 HP and up to 15 HP 17 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 18 3 core 6.0 Sq.mm 19 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 20 16.0 Sq.mm, 4 core 21 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 22 Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc for holding the riser pipe assembly of submersible pump set. 23 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 24 200 mm dia 25 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 26 50 mm dia 27 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. 28 50 mm dia 29 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. 30 Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes 31 80 mm dia 32 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 33 RISING PIPE LINE 34 Earth work in excavation by mechahical means (Hydraulic Excavator )/ manual means intrenchesofrequiredwidthandgradientforlayingandjointingofpipeline including excavation for sockets, and dressing of sides, ramming-of bottoms, depth up to 1.S Mtr. including taking out the excavatedsoil, and then returning the soil as requiredinlayersnotexceeding20cmindepthincludingconsolidatingeach deposited layer by ramming, watering etc. and disposal of surplus excavatedsoil as directed within a lead of 50 Mtr. including required all safety provisions etc.:AII kinds of soil 35 Dismantling of cement concrete pavement for pipe lineand chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 36 Providing and laying in position cementconcrete in specifiedgradeoverprepared basecoursecompleteincludingfinishing,curing,allmaterial,labour,machinery, lighting, guarding forroad restorationworkin trenchesof pipe lineand chamber work. Measurementfor CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete wo t‹ as per technical specification and scope of work. 37 M20 grade Nominal Mix 1: 1.5: 3 (1cement : 1.5 coarse sand : 3 graded stone aggregate 20 rn nominal size). 38 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendeduptodate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 39 D I K7 -150mm 40 D I K7 -100mm 41 D I K7 -80mm 42 Providing, lowering,aligning, fixinginposition inpipe line,CID/FSluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, ThrustPlate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS,Face to face dimensionsas per IS 14846/2000 (amendedup todate) ,Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised‘steelInsersion rubberof black EPDM 6mm thick . Sluicevalvesincludingalljointing&jointingmaterial,labour,testingand commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 43 Manually Operated CI Sluice valve of Class PN-1.0 44 80 mm HW 45 100 mm HW 46 150 mm HW 47 DISTRIBUTION PIPE LINE 48 Earth work in excavation by mechahical means (Hydraulic Excavator )/ manual means intrenchesofrequiredwidthandgradientforlayingandjointingofpipeline including excavation for sockets, and dressing of sides, ramming-of bottoms, depth up to 1.S Mtr. including taking out the excavatedsoil, and then returning the soil as requiredinlayersnotexceeding20cmindepthincludingconsolidatingeach deposited layer by ramming, watering etc. and disposal of surplus excavatedsoil as directed within a lead of 50 Mtr. including required all safety provisions etc.:AII kinds of soil 49 Dismantling of cement concrete pavement for pipe lineand chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 50 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified,complete work as per technical specification and scope of work. 51 M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 52 Removing& Re-fixing of Bricks Kharbanja road by manual means for laying of pipe line, stacking of serviceable & unserviceable material separately, disposal of dismantled material lead upto 50 mtr. The Bricksinterlockingbe laid on average 12 mm thick bed of mud mortar and the joints to be filled with pointing in cement mortar 1:3. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the direction of Engineer in charge. The rates are inclusive of fixing of minimum 70 percent reusable Bricks and cost of required newFirst class FPS bricks (min. 10.5 Mpa) in place of damaged bricks, alllead and lift as per Technical Specifications and direction of Engineer in Charge. 53 Horizontal aligned Bricks 54 Horizontal directional drilling (by trenchless technology) of suitable dia hole minimum 1.0 mtr below natural ground level in all type of soil under CC/BT roads and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coilincluding excavation, shoring/ strutting, preparation, maintain the thrust and including, road dismantling, excavation and refilling of drive pit and exit pit, restoration of road cut as per technical specification and scope of work.Excluding cost of pipe line.Note: Trenchless laying shall be done only for laying of pipe line (rising main) and road crossing of distribution pipe line under CC/BT roads. 55 Providing, lowering, laying and jointing in trenches,standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessaryjointing material like mechanicalconnestors, i.e.thread/insertjc›int/quickreleasecouplerjoint/compression fitting jointorflangedjointandspecialsjointingpipebyeléctro fusionwelding method,includingalltaxes,transportationand freightcharges,inspectioncharges,loading/ unloadingchai‘ges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer in-charge of following class and diameter. (excluding earth work) . Note : Providingand fixing of ali requisitespecialsas per drawing, design and layout are inclusive in RM measurementof the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 56 HDPE PE-80PN-6 57 75 mm dia 58 90 mm dia 59 110 mm dia 60 Providing, lowering, laying and jointing in trenches,standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessaryjointing material like mechanicalconnectors,i.e.thread/insertjr>int/quickreleasecouplerjoint/compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electrofusionweldingmethod,includingall taxes ,transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer in-charge of following class and diameter. (excluding earth work)t Note : Providing and fixing of all requisitespecialsas perdrawing, design and layout are inclusive in RM measurementof the item and shall not be paid separately.Supply of pipe shall he in straight length in 6/12 M. 61 HDPE PE-80PN-6 62 125 mm dia 63 140 mm dia 64 Providing, lowering,aligning, fixinginposition inpipe line,CID/FSluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, ThrustPlate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS,Face to face dimensionsas per IS 14846/2000 (amendedup todate) ,Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised‘steelInsersion rubberof black EPDM 6mm thick . Sluicevalvesincludingalljointing&jointingmaterial,labour,testingand commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 65 Manually Operated CI Sluice valve of Class PN-1.0 66 80 mm HW 67 100 mm HW 68 125 mm HW 69 150 mm HW 70 Providing, lowering, laying, aligning, fixing in positionand jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet andjointingasperIS:9523-2000 or as amended up to date,suchastees,bends, tapers,caps etc. within trenchesin DI pipe line completeincluding all material,labour, taxes, testingand commissioningalong with pipe line as per technical specifications anddirection of Engineer-in-charge (excluding earth work). 71 A/S Tee , Bend, Reducer (All End Socketed) UP to 300m Dia 72 Reservoir 73 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - 74 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). 75 k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 76 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 18 M 77 200 KL capacity 2 Nos. 78 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - 79 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. 80 h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 81 Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 82 100 KL Capacity 83 Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 84 100 mm 85 150 mm 86 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 87 For in-campus Valve Chambers 88 Sluice valve chamber of size 1.13 m x0.85 m x1.325 m-for pipe size-upto 100 mm 89 PUMP HOUSE 90 ConstructionofPumphouseofrequiredsizesuitableforinstallationof maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement. 91 Construction of boundary wall of Brick/ stone masonary as per encIosed GA drawing, scope of work .andtechnicalspecifications complete d/ork in all respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonary in CM: 1:6 section of foundation above PCC, 600 mm (W )x450 mm (D) and 450 mm (W) x 450 mm (D)4. Superstructure work: Stonemasonaryin CM: 1:6, W-300,height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top ofwall thereshall be CC Coping 75 mmthick (1:2:4)shall be provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. 92 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamal paints. 93 MOTOR PUMP 94 Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 95 Centrifugal Monoblock Pump set (Single Stage) 96 7.5 KW (10 HP) 97 11.0 KW (15 HP) 98 Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV)of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. Epoxy(Non-Toxic & suitable for drinking water) applied on body, cover and disc inside and outside . Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of HTB1/ SS- AISI- 410 ,Hinge Malleable cast iron / SS AISI 316/410 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, GasketEPDM/NBR,Nut-Bolt as per IS:1363 and IS: 1367 (galvanised steel) ,Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.CLASS PN 1.0 99 Class PN 1.0 100 100 mm dia 101 Providing, lowering, aligning, fixing in position in pipe line, CIdouble flangedDual plate check valve of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications:Body & Cover of Grey cast iron ofIS:210/ FG200 , Disc / plates - Cast steel ,Disc seal ring of EPDM/ NBR (food grade quality), Body seat of SS ,Face to face dimensions as per API: 594, Flanges Drilled as per IS:1538.All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan conforming toType B of IS:341or paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. Shaft/Stop Pin of SS- AISI- 304/410 , Hinge SS AISI 316/304 / CS ,SpringSS AISI 316/304 , Bonnet Gasket EPDM, Bush- Brass with EPDM/NBR O ring seal.Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) ,Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 102 Class PN 1.0 103 100 mm dia 104 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 105 Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6 106 100 mm dia 107 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 108 100 mm dia. 109 Providing, lowering,aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel)as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6 110 100 mm dia. 111 SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Backlight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Neutral Links , Spiral , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminium Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. 112 STAR DELTA STARTER 7.5 KW (10.0 HP)- : For 2 motors(1 W+ 1S) I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) andO/G-MCB 32A ,TP, 10 KA, C Curve (2), Power Cont 18A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 5Kvar (2), S/D Timer(2) 113 STAR DELTA STARTER 11.0 KW (15.0 HP)- :For 2 motors (1 W+ 1S) I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G-MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 25A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (9-13A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) 114 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 115 BFM100 mm 116 BFM125 mm 117 BFM 150 mm 118 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 119 FHTCS 120 Providing Household Tap Connectionas per technical specification andapproved drawing as per relevant IS code (amended up to date) from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanical Integrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , not exceeding the flow of 7 LPM at 2 bar and a compression elbow, moulded in single piece/ fusion welded (Complete job) including digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including GM Full-way Valve (IS:778 Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. Note: Road cut and restoration is not part of this item and paid separately. 121 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 122 P & F Bib cock (IS : 8931 mark), superior quality of approved make,chrome plated with complete brass body including brass handlewith wt. 300 to 325 gm.15 mm nominal bore. 123 Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. 124 Add extra over item no 1.21, 1.22 & 1.23 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
Rajasthan View Result →
32.
Drinking Water Supply and Sanitation #9199019 Technical Bid
Tender For The Work Of Construction Of Sources Rising Main Pl Cwrs Pump Houses Esrs Glsrs Internal Village Distribution Pipeline And Fhtc Including One Year Dlp Of Svs Under Jjm In The Dn Bagidora Under Distt Bans Pkg15 - Tender for the work of construction of Sources, Rising main pipelines, CWRs, Pump houses, ESRs, GLSRs, internal village distribution pipeline and FHTC including one year Defect Liability Period of SVS under JJM in the DN. Bagidora Under District-Banswara (Package-15) Sl. No. Item Description 1 Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge.excluding earth work)Note : Providing and fixing of all requisite specials as perdrawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately 2 80 mm dia 3 100 mm dia 4 Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in Meter measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6 M/12 M.HDPE PE-100 PN-6 (Dia in mm) 5 75 mm dia 6 90 mm dia 7 110 mm dia 8 Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work).Note : Providing and fixing of all requisite specials as perdrawing, design and layout are inclusive in Meter measurement of the item and shall not be paid separately. Supply of pipe shall be in straight length in 6/12 M.HDPE PE100 PN-6 (Dia in mm) 9 125 mm dia 10 160 mm dia 11 180 mm dia 12 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc. 13 In all types of Soils 14 upto 1.5 m 15 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable materials for measurements and disposal of unserviceable materials as directed within a lead of 50 Mtr. including required all safety provisions etc.: 16 In Soft Rock 17 upto 1.5 m 18 In Hard Rock (Blasting Required) 19 upto 1.5 m 20 In Hard Rock (Blasting Prohibited) 21 upto 1.5 m 22 Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. 23 Bituminous courses 24 Granular courses 25 Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasksas per technical specification and scope of work. 26 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 27 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mmnominal size). 28 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confiMetering to BS-EN1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confiMetering to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 29 80 mm dia 30 100 mm dia 31 150 mm dia 32 200 mm dia 33 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 34 Manually Operated CI Sluice valve of Class PN-1.0 35 100 mm dia 36 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 37 80 mm dia 38 100 mm dia 39 150 mm dia 40 200 mm dia 41 Providing, lowering, laying, aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. 42 100 mm dia 43 Providing, lowering, aligning, fixing in position in pipe line, CIdouble flangedDual plate check valave of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications:Body & Cover of Grey cast iron ofIS:210/ FG200 , Disc / plates - Cast steel ,Disc seal ring of EPDM/ NBR (food grade quality) ,Body seat of SS ,Face to face dimensions as per API: 594 ,Flanges Drilled as per IS:1538.Epoxy (Non-Toxic & suitable for drinking water) applied on body & coverinside and outside . Shaft/Stop Pin of SS- AISI- 304/410 , Hinge SS AISI 316/304 / CS ,SpringSS AISI 316/304 , Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR O ring seal.Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel) ,Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.as per API: 594 and flanges as per ISS of approved makeof following Class and dia complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 44 Class PN 1.0 45 100 mm dia 46 Construction of Sluice Valve Chamber in required size and shape as per drawing including required excavationof earth in all types of soil such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar and all types of rocks etc.,disposing of surplus excavated material within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it withcovering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in chargematerial within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it withcovering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in charge 47 60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve 48 1200cm x 1200cm x 1300cm (depth) for 80/100/125/150 mm dia valve 49 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valveof approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedupto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1.HP Orifice-HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water ,Valves including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 50 Class PN 1.6 51 50 mm 52 Class PN 1.0 53 40 mm 54 50 mm 55 Supply, installation, testing and commissioning of DC submerssible pump sets with inbuilt or individual solar pump controller with Maximum power point tracking (MPPT) for optimally use the solar panel and B9maximize water discharge to deliver maximum water during the day including PVC flat submersible cable from controller to motor pumps.Solar pump shall be of Stainless steel construction and performance shall be as per scope of work and minimum lift of water shall be as per defined in scope. Pump controller shall have Adequate protection against dry operation of motor pump set, and against hails and storms. Full protection against open circuit,accidental short circuit and reverse polarity should be provided. A good reliable on/off switch suitable for DC use is to be provided. The cable shall be ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date ( standard insulation) and conductor as per class 5 of IS 8130:1980 or amended up to date.The duty condition of pump set shall be as per scope of work and entire work shall be as per technical specification and direction of Engineer in charge. 56 2.2 KW (3.0 HP) 57 Providing, installation, testing and commissioning structural steel work riveted or bolted in built up sections, trusses and framed work, including cutting, hoisting for following staging and capacity of Rotational Moulded Polyethylene water storage tank on it as per indicative drawing given in the bid document. On the Polyethylene tanks, there shall be provision of suitable space for installation of solar panels up to 5.0 KW and further additional 2.5 KW on the side of Steel structure if required as per indicative drawing. Cost of solar panels is not included in this item. The structural steel shall be 120 micron hot dip galvanized iron and foundation of structure shall be in RCC with minimum depth as 2.0 mtr (other than rocky strata). The work includes P&F of Polyethylene Water Storage Tank(IS: 12701,ISI marked, indicating the BIS license No.) of approved make with cover.Providing & fixing 50 mm dia ISI marked G.I. class B pipe for inlet, outlet and over flow pipe and 32 mm GI class B pipe for wash out with GM gate valves at inlet and outlet pipe Including making connection etc. complete as per drawing, technical specification and direction of Engineer in In charge. The scope includes inlet GI pipe from ground level to water tank and outlet pipe from water tank to ground and up to 2.0 mtr away from foundation and overflow pipe is to be interconnected in distribution pipe line. Wash out pipe shall be taken up to a suitable point minimum 5.0 mtr away from tank. Water level controller shall installed to monitor level in tank and shall automatically shut off motor when tank is filled. Note: There shall be 5 year service warranty for structure, tank, fittings etc. and suitable provision shall be included in tender document. 58 5000 Liter X 2 Nos. PE water tank, staging 12 meter. 59 Supply, installation, testing and commissioning ofMNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility Scale Solar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation ofPV module on MS frame as per approved design and drawings. Mountingstructure shall be suitably designedto withstand wind velocity up to 150km/hr.Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of >98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty. All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive. The work shall be executed as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. andsuitable provision shall be included in tender document. 60 Design, Fabrication and installation of MS galvanised structure for installation of Solar Penals at a height of 4m above ground level 61 Supply, installation, testing and commissioning ofMNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility Scale Solar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation ofPV module on MS frame as per approved design and drawings. Mountingstructure shall be suitably designedto withstand wind velocity up to 150km/hr.Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of >98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty. All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive. The work shall be executed as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. andsuitable provision shall be included in tender document. 62 Supply, installation, testing and commissioning of MNRE approved off Grid Solar Panels for running of motor pumps with 25 years of Linear Generation warranty, Work includes designing of solar panel area and structure, showing arrangement of panel on rectangular OHSR with flat roof/ MS fabricated structure with polyethylene tank and installation of PV module on above structure as per approved design and drawings. Mounting structure shall be suitably design to withstand wind velocity up to 150km/hr. The work shall be as per detailed technical specifications, approved drawing and direction of Engineer in Charge.This item does not include cost of OHSR/ MS fabricated structure with tank but includes cost of items required for installation of solar panels on top of the tank.Note: There shall be 5 year service warranty for solar panel and mounting structure and suitable provision shall be included in tender document. 63 Structural steel work welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr height 64 Design, Fabrication and installation of MS galvanised structure for installation of Solar Penals at a height of 4m above ground level 65 120CM high fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30 cm in ground embedded in cement concrete, 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with 50x50x6mm angle iron provided with three horizontal lines and two diagonal of black barbed wire between two posts fitted and fixed with G.I. staples including earth work in excavation etc. complete 66 Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 of MoRTH specification & type A as per IS : 278-1978 size designation 5 (line wire 2.24, point wire 2.00mm mass 97-106 g/m) includiing all material, labour. 67 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 68 Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and2 pole motor operating at syncronised speed of speed 3000 RPM, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturers design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 69 2.2 KW 70 5.5 KW 71 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB, DOL starter, overload relay, ampere meter, volt meter, phase preventer,phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 300mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete platform. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level.The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 72 Up to 5.00 HP 73 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 74 Above5 HPand upto 10 HP 75 Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 76 5.5 KW (7.5 HP) & head up to 120 mtr. 77 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 78 3 core 4.0 Sq.mm 79 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 80 10.0 Sq. mm 4 core 81 Providing & Lowering in tube well ISI marked GI Pipe “B class as per IS:1239 or amended up to date threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 82 50 mm dia 83 Providing, lowering, aligning, fixing in position in pipe line, DIdouble flanged resilient seated Dual plate check valave of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside .Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel) ,Insersion rubber of black EPDM 6mm thick .Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Class PN 1.6 84 100 mm dia 85 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 86 100 mm dia 87 150 mm dia 88 200 mm dia 89 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. 90 80 mm dia 91 Providing , lowringlaying , aligninng, fixing in position at all level/ depthC.I. class-B specials as per IS:1538, amended up to date in trench complete including all material, labour, testing and commissioning along with pipe line/ appurtenance as per Technical specification and as per direction of Engineer( Note:- E/W to be measured and paid seperately) plain ended CI specials including tail pice, spigot end and socket end. 92 Upto 300mm 93 Providing, lowering, laying, aligning, fixing in positionand jointing at alllevel/depthsDIstandardspecialswithrubberring (EPDM)/ nut bolt and insertion sheet andjointingasperIS:9523- 2000 or as amended up to date,suchastees,bends, tapers,caps etc. within trenchesin DI pipe line completeincluding all material, labour, taxes, testingand commissioningalong with pipe line as per technicalspecificationsanddirectionofEngineer-in-charge (excluding earth work). 94 AII End Flanged 95 Upto 300mm 96 Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 97 GSM Modem for SMS Facility- 24 V DC operated for bulk flow meter to transmit reading of flow meter to LCC/MCC Centre 98 Construction and commissioning of RCC flat slab Over Head Service Reservoir of following capacity and staging including all material and labour charges as per the Scope of work and Technical Specification, consisting of the following main activities: - 99 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface roof slab, and 600 mm height of the vertical wall.e) Successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the roof slab.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top Slab to bottom Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony and MS ladder with safety cage from balcony to top slab. 100 j) Providing and fixing water level indicator (float type).k) Providing and fixing of hand railing all around the balcony, roof and staircase, consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mmp) CI/DI puddle collar shall be fixed in the bottom/slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 101 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 15 M 102 50 KL, staging Height 15 m 103 75 KL, staging Height 15 m 104 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - 105 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). 106 k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 107 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II18 M Staging 108 100 KL, staging Height 18 m 109 150 KL, staging Height 18 m 110 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II20 M Staging 111 100 KL, staging Height 20 m 112 250 KL, staging Height 22 m (1-Nos.) 113 Providing Household Tap Connectionas per technical specification and approveddrawingasperrelevantIScode(amendeduptodate)from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanicalIntegrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , notexceedingtheflowof7LPMat2barandacompressionelbow, mouldedinsinglepiece(Completejob)includingdiggingoutsuitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance with specificationforpotablewaterincludingGMFull-wayValve(IS:778 Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipe PE 80PN16asperISO4427/20mmnominal diaPPR-C(Three layered) pipe PN16 SDR7.4 (IS:15801:2008)(ISI mark)and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premisesforfixinga tap/ meterbox (excluding),including accessories withflushing,cleaning,disinfectingandtestingofpipelinecomplete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. Note:Roadcutandrestorationisnotpartofthisitemandpaid separately. 114 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 115 Providing and fixing ISI mark (IS 9763: 2000 or amended upto date) PTMT bib cock 15 moinal bore minimum weight 92 gms and length 100 mm as per technical specification, approved make and direction of Engineer in charge. 116 Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. 117 Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 118 Construction of Tube Well up to 100 mtr. depthin all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe. 119 150 mm dia nominal bore. 120 Nominal bore 200 mm dia. - for 1 No. of Tube Wells for 1st 100 m 121 Add 15% extra on above item (Item No 2.4.1 to 2.4.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. For 20 m more additional depth (total depth 120m) 122 Add 15% extra on above item (Item No 2.4.1 to 2.4.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. For 20 m more additional depth (total depth 120m) 123 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 124 200mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 125 200 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m) 126 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 127 150 mm dia 128 200 mm dia 129 Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in lead of 50 mtr. All kinds of soil. 130 Providing and laying in position cement concrete including curing compaction etc . Complete in specified grade excluding the cost of centering and shuttering. All workto plinth level using crusher broken aggregate 131 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 132 M20 Grade nominal mix (with graded stone aggregate 20mmnominal size) 133 Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required) excluding the cost of centering, shuttering and reinforcement for Walls (any hickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. 134 M20 grade Nominal Mix / Design Mix 135 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 136 Columns, pillars, posts and struts etc. (Pillar above GL) 137 Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 138 100 mm dia 139 150 mm dia 140 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-incharge.MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) 141 Earth work in excavation over areas (exceeding 30cm depth, 1.5 mtr in width and 10 SQM in plan)for construction of open well, lift up to 1.5 Mtr. including taking out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil. 142 From0 m to 1.5 m BGL 143 Ordinary rock 144 From1.5 m to 6 m BGL 145 Hard rock (requiring blasting) usefulmaterial 30 % 146 From6 m to 7 m BGL 147 From6 m to 20 m BGL 148 Add extra over item No 1 for every additional; lift of 1.5 m or part thereof. 149 All Kind Of soilFrom1.5 m to 4.5 m BGL 150 In Ordinary RockFrom4.5 m to 6 m BGL 151 In hard rock 152 From6 m to 7.5 m BGL 153 From7.5 m to 9 m BGL 154 From9 m to 10.5 m BGL 155 From10.5 m to 12 m BGL 156 From12 m to 13.5 m BGL 157 From13.5 m to 15 m BGL 158 From15 m to 16.5 m BGL 159 From16.5 m to 18 m BGL 160 From18 m to 19.5 m BGL 161 From19.5 m to 20 m BGL 162 Add 20% extra over item No. 2.39 for excavation in saturated soil where pumping or baling out of water is required, including shoring strutting where required and dewatering.(Respective applicable rates)From6 m to 18 m BGL 163 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with wooden members and removal of formwork for upto floor three level for :Walls (any thickness) including attached pilasters,buttressesplinthandstring course.Add extra for shuttering in circular work in plan up to dia 10m over item Nos. 4.7.1 to 4.7.2 164 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level. 165 Thermo-mechanically Treated bars (Conforming of relevent IS code) 166 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. 167 M20 Grade nominal mix (with graded stone aggregate 20mm nominal size) 168 Structural steel work in single section fixed with connecting plate includingcutting hoisting fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr. height 169 Filling available excavated earth (excluding rock) in trenches plint side of foundation etc. in layers not extending 20cm in depth, consolidating each deposited layer by ramming & watering including lead upto 50m. 170 Labour charges for horizontal boring 100 mm dia in open well in rocky stratawith all types of rock cutting & drilling tools etc. including all T&P required for job including dewatering arrangement. 171 Earth work in excavation over areas (exceeding 30 Cm. In depth, 1.5 Mtr. In width as well as 10 Sqm. on plan) including disposal of excavated earth lead up to 50 M and lift up to 1.5 Mtr. Disposed earth to be leveled and neatly dressed:All kinds of soi 172 Random Rubble stone masonry for foundation and plinth in cement sand mortar above 30 cm thick wall in 173 In cement mortar 1:4 (1 cement : 4 coarse sand) 174 Brick masonry in partition in super structure up to third storey 7 cm thick (brick on edge) using bricks of class designation 75 in 175 Cement mortar 1:3 (1 cement : 3 coarse sand) 176 Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : 177 1:4 (1 cement : 4 fine/ coarse sand) 178 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishingand reinforcement: 179 M20 (1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 180 Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level. 181 Wall (any thickness) including attached pilasters, buttresses, plinth and string course 182 Suspended floors, roofs, landings, balconies and access platform. 183 Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete 184 Thermo-Mechanically Treated bars 185 Providing & fixing door, window, chowkhats and other frames, including antitermite treatment, M.S. flat, hold fasts of size 250 x 40 x 3mm fixed with M.S. bolt 5mm dia 50mm long duly embedded in cement concrete M-15 grade : Sheesham wood Grade-1 186 Cement concrtete grade 1:2:4 (1 Cement: 2 Coarse sand : 4 graded stone aggregate ) rounding of adeges etc.. but excluding the cost of nosing of steps etc. complete 187 75mm thick with 20mm thick nominal size aggregate 188 P & F IP-65 protected street light luminaire on existing bracket suitable for HPSV/ MH LAMP, made from powder coated single piece pressure die cast aluminium housing, electrochemically brightened and anodized POT optics aluminium reflector, heat resistant and toughened glass cover and accessories like copper ballast, electronic ignitor, capacitor, holder prewired up to terminal block etc. as required including making connection testing etc. as required(without lamp) 189 Street Light Suitable for HPSV Lamps1 X 150 Watt 190 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) ofapproved make in surface / recessed ISI marked( IS:9537 P - II ) rigid steel conduit & its accessories, round tiles,18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board& false ceiling point,6 A switch, 3.0 mm thick ISI markedphenolic laminated sheet, pvc bushes, check nuts, zinc plated / brassscrews, cup washers, making connections, testing etc. as required.Group-III 191 Short point (up to 3 mtr.) 192 Medium point (up to 6 mtr.) 193 Providing and fixing, flush door shutters non decorative type (hollow core construction) with internal frame of Ist grade wood having styles and top rails of 100 mm width & bottom and lock rails of 150 mm width with 3 Nos. cross battens of 50 mm thick width using 4 mm thick commercial ply on both faces of shutters & 6 mm thick beading of respective wood using with approved steel fitting as perAnnexure A :- 194 25 mm thick. 195 Sheesham wood grade – I 196 Wiring of 3 pin 5 amp. Light plug point with 1.5 sq. mm nominal sizeFR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) of approved makein surface / recessed ISI marked ( IS:9537 P - II ) rigid steel conduit & its accessories, 18 SWG 175 mm x 100 mm x 60 mm M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board ,6 Aswitch, 6 A socket, 3.0 mm thick ISI marked phenoliclaminated sheet, pvc bushes, check nuts, zinc plated / brassscrews, cup washers, making connections, testing etc. as required.Group-III 197 Short point (up to 3 mtr.) 198 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.99% purity copper, class 5 stranding in acc. to IEC 60228 for lower watt loss , oxygen free ( <10 ppm) for less chances of oxidization and higher silver content for gives better conductivity , insulation PVC type A ,flame retardant as per IS 10810-53, better amperage rating as per VDE 0298 part 4, , in existing surface or recessed PVC/ MS conduit/casing capping including all as per pre approved by Engineer in charge,making connections, etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 199 4.0 sq.mm
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
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33.
Drinking Water Supply and Sanitation #9180445 Technical Bid
Tender For Work Of Construction Of Tube well, Providing, laying & jointing Of Rising Main Pipelines Internal Village Distribution Pipeline Reservoir Fhtc In Jjm Village Ismailpur Under Ps Kishangarhbas - Work of Construction of Source, PLJ of rising main pipelines, internal village distribution pipeline, Reservoir and FHTC including one-year Defect Liability period of Village Ismailpur under Panchayat Samiti Kishangarhbas under JJM in the jurisdiction of PHED Division Bhiwadi (NCR) Sl. No. Item Description 1 Drilling Work 2 Construction of tube well after completion of drilling by rotary /percussion method & upto 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe.Nominal bore 200 mm dia. (PHED 2021/2.3.2) 3 Add 15% extra on above itemfor drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. . (PHED 2021/2.3.3) 4 Add 30% extra on above item for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr .(PHED 2021/2.3.4) 5 Construction of tube well from ground level and up to 100 mtr depth and above to accommodate housing assembly pipe in all type of unconsolidated formation such as pebbles, boulders, collapsible formation etc. by Odex drilling method as per IS: IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work will include lowering of housingand strainer pipe assembly and casing shoe including cost of casing shoe, but excluding cost of the casing pipe. The work would be completed afterobtaining sand free water.Nominal bore 200 mm dia. (PHED 2021/2.6.3) 6 Add 15% extra on above itemfor drilling depth beyond 100 mtr, rate shall be applicable for only extra depth beyond 100 mtr . (PHED 2021/2.6.4) 7 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) (PHED 2021/2.11.2) 8 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985 200 mm dia nominal bore. (PHED 2021/2.12.3) 9 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 200 mm. dia.(PHED 2021/2.23.3) 10 Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. (PHED 2021/2.15) 11 11 KW (15 HP) & head above 120 mtr. (2.15.8) 12 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc.(PHED 2021/2.19) 13 3 core 6.0 Sq.mm (2.19.2) 14 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 16.0 Sq.mm, 4 core.(PHED 2021/2.20.2) 15 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. (PHED 2021/2.24) 16 50 mm dia (2.24.2) 17 Providing & laying ISI marked GI Pipe Light duty ( “A” class) as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect. (PHED 2021/2.13) 18 Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes80mm Dia (PHED 2021/2.30.2) 19 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. (PHED 2021/2.32) 20 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of 80 mm dia (PHED 2021/ 2.26.3) 21 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply.. (PHED 2021/ 2.18) 22 above 10.0 HP and up to 15.0 HP (2.18.2) 23 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required.(PHED 2021/2.21) 24 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. (PHED 2021/2.27) 25 Providing and fixing G.I. pipes complete with G.I.fittings including trenching and refilling etc. External work : 80 mm dia. nominal bore (RUIDP2017/34.12.8) 26 RISING, DISTRIBUTION PIPELINE,& CIVIL WORK 27 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. HDPE PE-80PN-10 (PHED 2021/1.4.3) 28 90 mm dia(1.4.3.1) 29 110 mm dia (1.4.3.2) 30 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M.HDPE PE-80PN-10 (PHED 2021/1.5.3) 31 125mm dia(1.5.3.1 ) 32 160 mm dia (1.5.3.3 ) 33 200mm dia (1.5.3.5 ) 34 Construction of RCC valve chamber for different type of valves including earthwork excavation, 100mm PCC M10 (1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as leveling course, RCC M20 grade (1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab all 125mm thick with C.I. surface box with hinged cover 100x100x75mm (deep), including cost of steelreinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. (RUIDP 2017/19.59) 35 60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve ( 19.59.1 ) 36 90cm x 90cm x 100cm (depth) for 200/250/300 mm dia valve ( 19.59.2 ) 37 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. HDPE PE-80PN-6 (PHED 2021/1.4.1) 38 75 mm dia( 1.4.1.1 ) 39 90 mm dia ( 1.4.1.2 ) 40 110 mm dia ( 1.4.1.3 ) 41 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M.HDPE PE-80PN-6 (PHED 2021/1.5.1) 42 125mm dia ( 1.5.1.1 ) 43 140 mm dia ( 1.5.1.2 ) 44 160 mm dia ( 1.5.1.3 ) 45 200mm dia ( 1.5.1.5 ) 46 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated CI Sluice valve of Class PN-1.0 (PHED 2021/6.1.1) 47 80 mm HW (6.1.1.1 ) 48 125 mm HW (6.1.1.3 ) 49 100 mm HW (6.1.1.2 ) 50 150 mm HW (6.1.1.4 ) 51 200 mm HW (6.1.1.5 ) 52 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil.(PHED 2021/4.1 53 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. (PHED 2021/4.5) 54 Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of serviciable & non serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm)(PHED 2021/4.9) 55 80mm Thick (4.9.2) 56 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work.M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).(PHED 2021/4.8.1) 57 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. (PHED 2021/4.7) 58 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering-All work up to plinth level. 1:4:8 ( 1 cement : 4 coares sand : 8 graded stone aggregate 40mm nominal size) (PWD BSR 2019 / B-3/3.1.6) 59 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand). (PWD BSR 2019 /B-6.1.6) 60 Plaster on new surface on walls in cementsandmortar1:4including rackingofjointsetc.complete fine finish : (20 mm thick) (PWD BSR 2019 /B_12.2.2) 61 Rough Chisel dressed Kota stone 35 mm thick flooring of approved shade set in pattern over 20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointingwith cement sand mortar 1:3 with pigment to match the shade of stone with joint thickness up to 15 mm complete in all respects : (PWD BSR 2019 /B-11/11.20) 62 S&F RCC Manholes covers with frame of approved make (Light duty) Size 600x600mm Double seal (PWD/2019/S-3/3.35.4) 63 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge. MS pipespecialsupto600mmdia (withminimum5mmthickness sheet)(PHED 2021/1.11.1 ) 64 Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. (PHED 2021/1.22 ) 65 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. (1.22.1) 66 Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. (PHED 2021 / 1.26) 67 P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore. (PHED 2021/1.23) 68 Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge. (PHED 2021/1.25) 69 Providing and fixing steel gate, grating, and grills made of angles, tees, square bars, flats or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide (PWD BSR 2019/ B41-9.8.1) 70 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: two or more coats on old work (PWD BSR 2019/ B73-12.48.1) 71 Lettering with black japan paint of approved brand andmanufacture (PWD BSR 2019/ B76-12.64) 72 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase. c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill. d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall. e) Successful hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the roof Slab. g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type). i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide. k) Providing and fixing of 150mm wide water bar for the construction joints in the container. l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir. m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 (PHED2021/3.3.1) 73 150KL capacity ( 3.3.1.4 ) 74 Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and2 pole motor operating at syncronised speed of speed 3000 RPM, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturers design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD.(PHED 2021/5.5) 75 11.0 KW (15 HP)(5.5.6) 76 15.0 KW (20.0 HP)(5.5.7) 77 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 35.0 Sq.mm, 3.5 core ( PHED 2021/2.20.4 ) 78 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 3 core 10.0 Sq.mm (PHED 2020/2.19.3) 79 SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminum Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. (PHED 2021/ 7.2) 80 STAR DELTA STARTER15.0 KW (20.0 HP) :For 2 motors (1 W+ 1S) I/C- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 100/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3)and O/G-MCCB 63A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (12-18A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) (PHED 2021/ 7.2.4) 81 Providing and fixing double flanged ISI markedGI pipes medium duty (class B ) Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736 with GI fittings excluding valves as vertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing and fixing with MS clamps clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 100 mm dia (PHED 2021/3.6.4) 82 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc. c)OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall. e)Conducting successfully hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome. g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc.. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container.i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab. j) Providing and fixing water level indicator (float type). k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres. l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide. m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall). n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground. o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm. p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir. q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work. r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.( PHED2021 /3.2 ) 83 400 KL capacityRCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-IV & STAGING 20 M (3.2.15.6) 84 Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. ( PHED2021/3.7 ) 85 100 mm (3.7.1) 86 150 mm (3.7.2) 87 200 mm (3.7.3) 88 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work.( PHED 2021/11.3 ) 89 BFM 150 mm 90 BFM 200 mm 91 Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement.( PHED/2021/8.1 ) 92 120cm. high fencing with angle ironposts50x50x6mm.placedat every 3 Mtr. apart 30cm. in ground embeddedincementconcrete 1:3:6 (30x30x45cm) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with three horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staple including earth work in excavation etc. complete. ( PWD Alwar 2019 / B_9.31 ) 93 Providingandfixingcowcatcher made of R.S. joist angles channels MS rounds including cutting welding and fabrication with primingcoatofredoxide(asper design). ( PWD Alwar 2019 / B_9.9 ) 94 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints.( PHED 2021/8.30 ) 95 Brick work with F.P.S bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in: cement morter 1:4(1 cement :4 coarse sand) ( PWD Alwar 2019 / B_5.2.1 ) 96 E/W in excavationby mechanical means (hydraulic excavator/manual means over area (exceeding 30 cm in depth,1.5 mtr in width as well as 10 sqm on plan including disposal of excavated earth lead up to 1.5 mtr. Disposed earth earth to be leveled and neatly dressed all kind of soil ( PWD2019/B1/1.6 ) 97 Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required. Diameter 900 mm Dia ( PWD2019/S4/4.24.1 ) 98 Supply & fixing Pre cast RCC ring at mouth of recharge shaft of M20 mix with 40 mm thickness 900mm dia ( PWD2019/S4/4.25.1 ) 99 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. ( PWD2019/B-4 /4.9 ) 100 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.hot rolled deformed bar (IS:1139) ( PWD2019/B-4 /4.13.2 ) 101 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix ( PWD2019/B-4 /4.1 ) 102 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4(1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). ( PWD2019/S4/3.1.2 ) 103 Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids 104 Size 9 to 12 mm ( PWD2019/S4/4.28.1 ) 105 Size 3 to 5 mm( PWD2019/S4/4.28.2 ) 106 Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids.( PWD2019/S4/4.29 )
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 1
Rajasthan View Result →
34.
Drinking Water Supply and Sanitation #9115327 Technical Bid
Tender For Work Of Augmentation For Piped Rural Water Supply Scheme Of Village Aligarh Tehsil Aligarh District Tonk - 1 WORK OF AUGMENTATION PROPOSAL FOR PIPED RURAL WATER SUPPLY SCHEME ALIGARH TEHSIL ALIGARH DISTRICT TONK 2 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - 3 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). 4 k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 5 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 20 M 6 200 KL capacity 7 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - 8 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. 9 h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 10 Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 11 150 KL capacity 12 Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 13 100 mm 14 150 mm 15 200 mm 16 Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valves straightandpocketlessbodypassageofapprovedmakeof following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsertionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 17 100 mm HW 18 150 mm HW 19 200 mm HW 20 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 21 100 mm dia. 22 150 mm dia. 23 200 mm dia. 24 Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proofKinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & coverinside and outside fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float,with DI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amendedup to date) PN 1.6 ratings Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 25 50 mm 26 Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523 :2000 oramended upto date such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (excluding earth work).A/F Tee, Bend, Reducer (All End Flanged)Upto 300 mm dia 27 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 28 BFM200 mm 29 Safe demolition of old and damaged RCC Overhead Service Reservoir of capacity 150 KL & 18 m. staging including deposition of the dismantled inlet, outlet, overflow, washout pipes, bends, steel railing and other MS material at our PHED,& disposal of unserviceable material within lead as directed by Engineer in charge. Dismantled RCC debris with reinforcement steel should be carried out with contractor. 30 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 31 1: 3: 6 or richer mix. 32 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50metreslead as per direction of Engineer-in-charge. 33 Demolishing brickwork manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge 34 In cement mortar 35 Dismantling steel work manually/ bymechanical means in built up sections without dismembering and stacking within 50metres lead as perdirection of Engineer-in-charge. 36 Channels, angles, tees & flats. 37 Providing, fabricating and erecting hand railing for walkway, top dome slab, balconey,staircase and landing consist of two rows ( one at top and other at middle level) of 20 mm GI pipe class-B and 900 mm high vertical angle 65X65X6 mmat spacing 1.50 m c/c including welding, threading, applying a priming coat of approved steel primer and embedding in cement concrete floor complete in all respect as per specification and the direction of the Engineer 38 Dismantling doors, windows and clear story windows steel or wood shutter including chowkhat sand hold fasts etc. complete and stacking within 50 meters lead: 39 Of area exceeding 3 square meter. 40 Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead. 41 Loading and unloading of stone boulder / stone aggregates / sand / canker / moorum by mechanical means. 42 Carriage of Materials by mechanical transport including loading, unloading and stacking 43 Stone, boulders, gravelly material (5 Km lead) 44 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 45 For in-campus Valve Chambers 46 Sluice valve chamber of size1.26m x1.185m x1.76m for pipe size-from 200-to-300mm 47 Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 48 Centrifugal Monoblock Pump set (Single Stage) 49 11.0 KW (15 HP) 50 Providing, installation, testing and commissioning of submersible dewatering pump set conforming to relevant IS codes and as per scope of work and Technical Specifications, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft, impeller, pump and motor body. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard. The pump set shall be suitable for direct coupling, with suitable suction strainer etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditionsmentioned in TD. 51 0.75 KW (1.0 HP) 52 STAR DELTA STARTER 9.3 KW (12.5 HP)- : For 2 motors (1 W+ 1S) I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G-MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 18A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 5Kvar (2), S/D Timer(2) 53 STAR DELTA STARTER 11.0 KW (15.0 HP)- : For 2 motors (1 W+ 1S) I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G-MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 25A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (9-13A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) 54 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 55 Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 56 150 mm dia 57 200 mm dia 58 250 mm dia 59 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 60 150 mm dia. 61 200 mm dia. 62 250 mm dia. 63 Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). 64 A/S Tee , Bend, Reducer (All End Socketed) 65 Upto 300 mm Diameter 66 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 67 Class PN 1.6, Manually Operated with Gear 68 150 mm dia 69 Providing, lowering, aligning, fixing in position in pipe line, DIdouble flanged resilient seated Dual plate check valve of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside .Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) ,Insertion rubber of black EPDM 6mm thick .Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 70 Class PN 1.6 71 150 mm dia 72 Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proofKinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & coverinside and outside fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float,with DI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amendedup to date) PN 1.6 ratings Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 73 Class PN 1.6 74 50 mm dia 75 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 76 BFM 150 mm 77 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cove 78 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 79 150 mm 80 Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.), field joints,satisfactory hydraulic testing, disinfection, commissioning etc. completeas per technical specifications anddirection of Engineer-in-charge; (excluding earthwork, internal lining and outer coating). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 81 Outer dia of pipe 219.1 mm and thickness 82 4.5 mm 83 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 84 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: 85 Ordinary rock 86 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 87 Manually Operated CI Sluice valve of Class PN-1.0 88 100 mm HW 89 150 mm HW 90 200 mm HW 91 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 92 100 mm dia. 93 150 mm dia. 94 200 mm dia. 95 Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proofKinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & coverinside and outside fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float,with DI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amendedup to date) PN 1.6 ratings Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 96 Class PN 1.6 97 50 mm dia 98 Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 99 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 100 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 101 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) 102 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 103 For in-campus Valve Chambers 104 Sluice valve chamber of size 1.17m x 0.95m x1.47m for pipe size-from 125-to-150mm 105 Sluice valve chamber of size 1.26m x1.185m x1.88m for pipe size-from 200-to-300mm 106 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 107 HDPE PE-80PN-6 108 75 mm dia 109 90 mm dia 110 110 mm dia 111 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 112 HDPE PE-80PN-6 113 125 mm dia 114 140 mm dia 115 160 mm dia 116 200 mm dia 117 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 118 150 mm 119 200 mm 120 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 121 Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: 122 Ordinary rock 123 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 124 Manually Operated CI Sluice valve of Class PN-1.0 125 At Pipe line 126 80 mm HW 127 100 mm HW 128 125 mm HW 129 150 mm HW 130 200 mm HW 131 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air ValveFlanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to date) and of following specifications: Body, Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float StainlessSteelAISI304/IS:3444, FloatGuide-HBT1,Bodyseatring-Leadedtin bronze/ SS, Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 orScrewed type shall have external pipe threads conforming to IS 554Fasteners - CSEpoxypaintinsideoutsideoffoodgradesafefordrinkingwater,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 132 25 mm S-1 Type 133 40 mm S-1 Type 134 Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab, including cost of steel reinforcement, form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. 135 For in-campus Valve Chambers 136 Sluice valve chamber of size1.13m x0.85m x1.225m for pipe size-upto100mm 137 Sluice valve chamber of size 1.17m x 0.95m x1.47m for pipe size-from 125-to-150mm 138 Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 139 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 140 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 141 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) 142 Removing& Re-fixing of Precast concrete interlocking blocks for laying of pipe line by manual method, stacking of serviceable & non serviceable material separately, disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) 143 80 mm thick 144 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 145 80 mm dia 146 100 mm dia. 147 125 mm dia. 148 150 mm dia. 149 200 mm dia. 150 Survey by Electronic Total station/DGPS of villages with a view of preparing village index plan indicating roads/ streets, surface and width of road/ streets along with places of importance such as Panchayat Bhawan, Hospital, School, Post office, Temple Water Supply structures (GLRs, PSPs, pumping station physical boundary of village north etc. including levels at some important points as per instruction of engineer in charge.Hydraulic Design of Distribution network in Loop/Water Gem/EPANET or any other compatible software. Preparation of Auto CAD Drawing (A-3/A-2) with complete hydraulic design out put details, such as pipe no, node no, pipe length, pressure at node etc. Submission of three sets of colour print prepared in Auto CAD.For Length Up to 2.5 KM 151 Rate for length up to 2.5 km 152 Add extra for length more than 2.5 km 153 Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement. 154 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. 155 Cost for Basic Service Charges, Administration and Management, Running of Operation, Maintenance and Repairs including Preventive Maintenance, Cost of material required for maintenance & repairs, Cost of Lubricants, Consumables, Spare Parts (if the spare parts supplied to PHED are used in emergency)as per Scope of Work & terms & conditions of contract for 10 year after defect laibility period of one year DLP (except power feeder, IEC & miscllenous provision) for Water Supply Project 156 1st Year 157 2nd Year 158 3rd Year 159 4th Year 160 5th Year 161 Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid separately. 162 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 163 Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 164 P & F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore. 165 Roadcuttingforhouseholdserviceconnectioninminimumtrench widthwhereverroadcrossingisrequired.Roadcuttingofcement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. 166 Data entry of existing FHTCs in rural area under JJM on website ejalshakti.gov.in; work includes visiting the village for collecting basic data consumers likei.e. Aadhar no./ration card/voter ID/BPL card/ PAN card/driving licence/passport/Antyodaya card/mobile no. etc. and entering the details on the above website. The cost also includes computer and operator.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 8
Rajasthan View Result →
35.
Drinking Water Supply and Sanitation #9107161 Technical Bid
tender for Work of construction of Sources, rising main pipelines,CWR, OHSR,Pump house internal village distribution pipeline and FHTC including one year Defect Liability period of Village Kalyanpura-Khera kalyanpur under Sub division Kathumar under JJM in the jurisdiction of PHED Division Kathumar (Alwar) Sl. No. Item Description 1 Construction of tube well after completion of drilling by rotary /percussion method & upto 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 2 Nominal bore 200 mm dia. 3 Add 15% extra on above itemfor drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 4 Construction of tube well from ground level and up to 100 mtr depth and above to accommodate housing assembly pipe in all type of unconsolidated formation such as pebbles, boulders, collapsible formation etc. by Odex drilling method as per IS: IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work will include lowering of housingand strainer pipe assembly and casing shoe including cost of casing shoe, but excluding cost of the casing pipe. The work would be completed afterobtaining sand free water. 5 Nominal bore 200 mm dia. 6 Add 15% extra on above itemfor drilling depth beyond 100 mtr, rate shall be applicable for only extra depth beyond 100 mtr . 7 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 8 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 9 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 10 200 mm dia 11 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 12 200 mm dia nominal bore of 5.4mm thickness 13 Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 14 11 KW (15 HP) & head above 120 mtr. 15 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 16 3 core 4.0 Sq.mm 17 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 18 16.0 Sq.mm, 4 core 19 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 20 50 mm dia 21 Providing & laying ISI marked GI Pipe Light duty ( “A” class) as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect. 22 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 23 Manually Operated CI Sluice valve of Class PN-1.0 24 80 mm HW 25 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 26 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 27 Above 10 HP and up to 15 HP 28 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 29 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. 30 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 31 M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size). 32 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work : 33 80 mm dia. nominal bore 34 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 35 HDPE PE-80PN-10 36 110 mm dia 37 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 38 HDPE PE-80PN-10 39 140 mm dia 40 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 41 Manually Operated CI Sluice valve of Class PN-1.0 42 80 mm HW 43 125 mm HW 44 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 45 Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved byauthority specification and the direction of the Engineer.Apply corrosion, resistant, protection on inside and outside of casing pipeas per technical specification. 46 300 mm Dia 8 mm thick casing pipe. 47 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 48 HDPE PE-80PN-6 49 75 mm dia 50 90 mm dia 51 110 mm dia 52 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 53 HDPE PE-80PN-6 54 125mm dia 55 140 mm dia 56 160 mm dia 57 180 mm dia 58 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 59 Manually Operated CI Sluice valve of Class PN-1.0 60 80 mm HW 61 100 mm HW 62 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 63 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 64 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 65 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 66 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 67 RCC Valve chamber (2 No.) 68 Earth work In excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth. 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50m and all lift upto 1.5m, disposed earth to be levelled and neatly dressed. All type of Soil 69 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering-All work up to plinth level. 1:4:8 ( 1 cement : 4 coares sand : 8 graded stone aggregate 40mm nominal size) 70 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand). 71 Plaster on new surface on walls in cementsandmortar1:4including rackingofjointsetc.complete fine finish : (20 mm thick) 72 Rough Chisel dressed Kota stone 35 mm thick flooring of approved shade set in pattern over 20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointingwith cement sand mortar 1:3 with pigment to match the shade of stone with joint thickness up to 15 mm complete in all respects : 73 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering-All work up to plinth level. M15 grade Nominal Mix 1: 2: 4(1 cement : 2 coares sand : 4 graded stone aggregate 20mm nominal size) 74 S&F RCC Manholes covers with frame of approved make (Light duty) Size 600x600mm Double seal 75 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge. 76 MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) 77 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - 78 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. 79 h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 80 Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 81 50 KL capacity 82 Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 83 150 mm 84 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. 85 d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j)Providing and fixing water level indicator(float type).k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres. 86 l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 87 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-IV & STAGING 18 M 88 200KL capacity 89 Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 90 100 mm 91 200 mm 92 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 93 Manually Operated CI Sluice valve of Class PN-1.0 94 100 mm HW 95 200 mm HW 96 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 97 BFM 100 mm 98 BFM 200 mm 99 Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement. 100 Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturers design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 101 5.5 KW (7.5 HP) 102 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.35.0 Sq.mm, 3.5 core 103 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 104 3 core 10.0 Sq.mm 105 SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminum Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. 106 STAR DELTA STARTER 7.5 KW (10.0 HP)- : For 2 motors(1 W+ 1S) I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) andO/G-MCB 32A ,TP, 10 KA, C Curve (2), Power Cont 18A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 5Kvar (2), S/D Timer(2) 107 Providing and fixing double flanged ISI markedGI pipes medium duty (class B ) Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736 with GI fittings excluding valves as vertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing and fixing with MS clamps clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.100 mm dia 108 Recharge structure 109 E/W in excavationby mechanical means (hydraulic excavator/manual means over area (exceeding 30 cm in depth,1.5 mtr in width as well as 10 sqm on plan including disposal of excavated earth lead up to 1.5 mtr. Disposed earth earth to be leveled and neatly dressed all kind of soil 110 Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required. Diameter 900 mm Dia 111 Supply & fixing Pre cast RCC ring at mouth of recharge shaft of M20 mix with 40 mm thickness 900mm dia 112 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 113 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.hot rolled deformed bar (IS:1139) 114 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix 115 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4(1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). 116 Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids 117 Size 9 to 12 mm 118 Size 3 to 5 mm 119 Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids. 120 120cm. high fencing with angle ironposts50x50x6mm.placedat every 3 Mtr. apart 30cm. in ground embeddedincementconcrete 1:3:6 (30x30x45cm) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with three horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed 121 with G.I. staple including earth work in excavation etc. complete. 122 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. 123 Providing and laying in position cementconcreteincludingcuring, compaction etc. complete in specifiedgradeexcludingthecost ofcenteringandshuttering-All work up to plinth level. M15 grade Nominal Mix 1:2:4(1 cement:2 coarse sand :4 graded stone aggregate 20mm nominal size). 124 Brick work with F.P.S bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in: cement morter 1:4(1 cement :4 coarse sand) 125 Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid seperately. 126 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 127 Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 128 P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore. 129 Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge..
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Rajasthan View Result →
36.
Drinking Water Supply and Sanitation #9107153 Technical Bid
tender for Work of construction of Sources, rising main pipelines,CWR, OHSR,Pump house internal village distribution pipeline and FHTC including one year Defect Liability period of Village Titpuri under Sub division Kathumar under JJM in the jurisdiction of PHED Division kathumar (Alwar) Sl. No. Item Description 1 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. 2 Nominal bore 200 mm dia. 3 Construction of tube well after completion of drilling by rotary /percussion method & upto 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 4 Nominal bore 200 mm dia. 5 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 6 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 7 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. 8 200 mm dia 9 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 10 200 mm dia nominal bore of 5.4mm thickness 11 Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 12 9.3 KW (12.5 HP) & head above 120 mtr. 13 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 14 3 core 6.0 Sq.mm 15 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 16 16.0 Sq.mm, 4 core 17 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 18 50 mm dia 19 Providing & laying ISI marked GI Pipe Light duty ( “A” class) as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect. 20 Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes 21 80 mm dia 22 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 23 Manually Operated CI Sluice valve of Class PN-1.0 24 80 mm HW 25 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 26 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. 27 80 mm dia 28 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 29 Above 10 HP and up to 15 HP 30 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 31 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. 32 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 33 M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size). 34 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work : 35 80 mm dia. nominal bore 36 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 37 HDPE PE-80PN-10 38 90 mm dia 39 110 mm dia 40 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 41 HDPE PE-80PN-10 42 125 mm dia 43 140 mm dia 44 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 45 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 46 Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of serviciable & non serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) 47 60 mm thick. 48 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 49 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 50 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 51 Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved byauthority specification and the direction of the Engineer.Apply corrosion, resistant, protection on inside and outside of casing pipeas per technical specification. 52 300 mm Dia 8 mm thick casing pipe. 53 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 54 HDPE PE-80PN-6 55 75 mm dia 56 90 mm dia 57 110 mm dia 58 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 59 HDPE PE-80PN-6 60 125mm dia 61 140 mm dia 62 160 mm dia 63 180 mm dia 64 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 65 200 mm 66 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 67 Manually Operated CI Sluice valve of Class PN-1.0 68 80 mm HW 69 100 mm HW 70 150 mm HW 71 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 72 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 73 Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of serviciable & non serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) 74 60 mm thick. 75 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 76 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 77 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 78 RCC Valve chamber (4 No.) 79 Earth work In excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth. 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50m and all lift upto 1.5m, disposed earth to be levelled and neatly dressed. All type of Soil 80 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering-All work up to plinth level. 1:4:8 ( 1 cement : 4 coares sand : 8 graded stone aggregate 40mm nominal size) 81 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand). 82 Plaster on new surface on walls in cementsandmortar1:4including rackingofjointsetc.complete fine finish : (20 mm thick) 83 Rough Chisel dressed Kota stone 35 mm thick flooring of approved shade set in pattern over 20mm thick base of cement mortar 1:6 (1 cement : 6 coarse sand) and pointingwith cement sand mortar 1:3 with pigment to match the shade of stone with joint thickness up to 15 mm complete in all respects : 84 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering-All work up to plinth level. M15 grade Nominal Mix 1: 2: 4(1 cement : 2 coares sand : 4 graded stone aggregate 20mm nominal size) 85 S&F RCC Manholes covers with frame of approved make (Light duty) Size 600x600mm Double seal 86 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge. 87 MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) 88 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - 89 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. 90 h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 91 Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 92 75 KL capacity 93 Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 94 100 mm 95 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 96 Manually Operated CI Sluice valve of Class PN-1.0 97 100 mm HW 98 150 mm HW 99 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. 100 d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j)Providing and fixing water level indicator(float type).k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres. 101 l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 102 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-IV & STAGING 20 M 103 300KL capacity 104 Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 105 100 mm 106 150 mm 107 200 mm 108 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 109 Manually Operated CI Sluice valve of Class PN-1.0 110 100 mm HW 111 150 mm HW 112 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 113 BFM 100 mm 114 BFM 150 mm 115 BFM 200 mm 116 Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement. 117 Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturers design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 118 11 KW (15 HP) 119 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.35.0 Sq.mm, 3.5 core 120 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 121 3 core 10.0 Sq.mm 122 SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminum Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. 123 STAR DELTA STARTER 11.0 KW (15.0 HP)- :For 2 motors (1 W+ 1S) I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G-MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 25A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (9-13A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) 124 Providing and fixing double flanged ISI markedGI pipes medium duty (class B ) Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736 with GI fittings excluding valves as vertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing and fixing with MS clamps clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.100 mm dia 125 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge. 126 MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) 127 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 128 Manually Operated CI Sluice valve of Class PN-1.0 129 100 mm HW 130 150 mm HW 131 Recharge structure 132 E/W in excavationby mechanical means (hydraulic excavator/manual means over area (exceeding 30 cm in depth,1.5 mtr in width as well as 10 sqm on plan including disposal of excavated earth lead up to 1.5 mtr. Disposed earth earth to be leveled and neatly dressed all kind of soil 133 Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required. Diameter 900 mm Dia 134 Supply & fixing Pre cast RCC ring at mouth of recharge shaft of M20 mix with 40 mm thickness 900mm dia 135 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 136 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.hot rolled deformed bar (IS:1139) 137 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix 138 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4(1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). 139 Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids 140 Size 9 to 12 mm 141 Size 3 to 5 mm 142 Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids. 143 120cm. high fencing with angle ironposts50x50x6mm.placedat every 3 Mtr. apart 30cm. in ground embeddedincementconcrete 1:3:6 (30x30x45cm) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with three horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed 144 with G.I. staple including earth work in excavation etc. complete. 145 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. 146 Providing and laying in position cementconcreteincludingcuring, compaction etc. complete in specifiedgradeexcludingthecost ofcenteringandshuttering-All work up to plinth level. M15 grade Nominal Mix 1:2:4(1 cement:2 coarse sand :4 graded stone aggregate 20mm nominal size). 147 Brick work with F.P.S bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in: cement morter 1:4(1 cement :4 coarse sand) 148 Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid seperately. 149 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 150 Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 151 P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore. 152 Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge..
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 2
Rajasthan View Result →
37.
Drinking Water Supply and Sanitation #9107147 Technical Bid
Tender For Work Of Construction Of Sources, Rising Main Pipelines,Cwr, Ohsr,Pump House, Internal Village Distribution Pipeline And Fhtc Including One Year Dlp Of Village Khohra Under Sub Division Laxmangarh Under Jjm In The Jurisdiction Of Phed Divi Kathumar - Work of construction of Sources, rising main pipelines, RCC Reservoir, internal village distribution pipeline and FHTC including one year Defect Liability period at Villages KHOHRA in Sub division LAXMANGARH under JJM in the jurisdiction of PHED Division Kathumar Alwar Sl. No. Item Description 1 TUBEWELL WORK 2 Construction of tube well from ground level and up to 100 mtr depth and above to accommodate housing assembly pipe in all type of unconsolidated formation such as pebbles, boulders, collapsible formation etc. by Odex drilling method as per IS: IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work will include lowering of housingand strainer pipe assembly and casing shoe including cost of casing shoe, but excluding cost of the casing pipe. The work would be completed afterobtaining sand free water. Nominal bore 200 mm dia. 3 Nominal bore 200mm dia 4 Add 15% extra on above item (Item No 2.6.1 to 2.6.3) for drilling depth beyond 100 mtr, rate shall be applicable for only extra depth beyond 100 mtr . 5 Construction of tube well after completion of drilling by rotary /percussion method & upto 100 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 6 (a) Up to 100 Mtr. 7 Add 15% extra on above item (Item No 2.3.1 to 2.3.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. 8 Add 30% extra on above item(Item No 2.3.1 to 2.3.2) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . 9 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 10 Labourcharges for making slots on blank pipes made of ERW MS black pipe ISI marked of following size, the slotting should be as per IS: 8110-1985. (a) 200 MM dia nominal bore of 5.4 mm thickness 11 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.(a) 200 MM Dia 12 Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 13 9.3KW (12.5 HP) & head above 120 mtr. 14 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. (a) 3 core 4.00 Sq. MM 15 3 core 6.00 Sq. MM 16 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.(a) 50 MM Dia 17 Providing & laying ISI marked GI Pipe Light duty ( “A” class) as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect. 18 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.(a) 4 core 16.00 Sq. MM 19 Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes. 80 mm Dia 20 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually operated CI sluice valve of class PN-1.0 (80mm HW) 21 Plate Earthing as per IS: 3043 with G.I Earth plate of size 600mm X 600mm X 6.00mm by embodying 3 to 4mtr. below the ground level with 20mm Dia G.I B class watering pipe including all accessories like nut, bolts, reducer, nipple, wire meshed funnel and C.C finished chamber covered with hinged type with locking arrangement C.I Cover, C.I frame of SIze 300mm X 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 22 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia.50mm dia 23 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply.(a) above 10 HP and Up to 15 HP 24 Providing &fixing of pump safety cage as per specification as directed by Engineer. 25 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 26 Providing and fixing G.I. pipes complete with G.I.fittings including trenching and refilling etc. External work : 80 mm dia. nominal bore 27 PIPELINE WORK 28 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 29 all kind of soil 30 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 31 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 32 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 33 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 34 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 35 (HDPE PE-80 PN-6) 36 75mm 37 90mm 38 110mm 39 (HDPE PE-80 PN-10) 40 110mm 41 Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M. 42 (HDPE PE-80 PN-6) 43 140mm 44 (HDPE PE-80 PN-10) 45 140mm 46 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsersion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 47 Manually Operated CI Sluice valve of Class PN-1.0 48 80 mm HW 49 100 mm HW 50 150 mm HW 51 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendeduptodate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 52 100MM 53 150MM 54 Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of serviciable & non serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) 55 60MM THICK 56 Construction of RCC valve chamber for different type of valves including earthwork excavation, 100mm PCC M10 (1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as leveling course, RCC M20 grade (1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab all 125mm thick with C.I. surface box with hinged cover 100x100x75mm (deep), including cost of steelreinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. 57 60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve 58 90cm x 90cm x 100cm (depth) for 200/250/300 mm dia valve 59 FHTC WORK 60 Providing Household Tap Connectionas per technical specification and approved drawing as per relevant IS code (amended up to date) from uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PVC/MS saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil (excluding road); depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including MS/PVC saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valveand specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipe with fittings in the premises for fixing a tap / meter box (excluding),including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid seperately. 61 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 62 P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore. 63 Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. 64 CWR PUMPING MACHINARY 65 Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and2 pole motor operating at syncronised speed of speed 3000 RPM, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturers design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 66 20HP 67 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.25.0 Sq.mm, 3.5 core 68 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventor, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 guage M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form.The size of CC plateform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for440 Volt AC Supply. 69 5 to 10 HP 70 Providing and fixing double flanged ISI markedGI pipes medium duty (class B ) Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736 with GI fittings excluding valves as vertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing and fixing with MS clamps clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 80 mm dia 71 Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV)of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. Epoxy(Non-Toxic & suitable for drinking water) applied on body, cover and disc inside and outside . Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of HTB1/ SS- AISI- 410 ,Hinge Maleable cast iron / SS AISI 316/410 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, GasketEPDM/NBR,Nut-Bolt as per IS:1363 and IS: 1367 (galvenised steel) ,Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.of approved make (IS: 5312 amended upto date) of following Class and dia complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.80mm dia 72 RESERVOIR WORKS 73 Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 74 Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 75 100 KL capacity 76 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). 77 k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 78 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-IV & STAGING 18 M 79 150KL Capacity 80 Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 81 100 MM Dia 82 150 MM Dia 83 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 84 BFM 150MM 85 PUMP HOUSE AND BOUNDRY WALL 86 Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement. 87 Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonary in CM: 1:6 section of foundation above PCC,600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. 88 Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. 89 RECHARGE STRUCTURE 90 E/W in excavationby mechanical means (hydraulic excavator/manual means over area (exceeding 30 cm in depth,1.5 mtr in width as well as 10 sqm on plan including disposal of excavated earth lead up to 1.5 mtr. Disposed earth earth to be leveled and neatly dressed all kind of soil 91 Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required. Diameter 900 mm Dia 92 Supply & fixing Pre cast RCC ring at mouth of recharge shaft of M20 mix with 40 mm thickness 900mm dia 93 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 94 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.hot rolled deformed bar (IS:1139) 95 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix 96 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4(1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). 97 Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids 98 Size 9 to 12 mm 99 Size 3 to 5 mm 100 Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids.
Contract Date: Ref. Documents Contract Value : ₹ Ref. Document
Government Departments No of Bidders 3
Rajasthan View Result →
38.
Drinking Water Supply and Sanitation #9100901 Technical Bid
Tender For Rural Water Supply Scheme For Village Amjara, Panchayat Amjara Of Block-Dungarpur Dist Dungarpur Through Fhtc Under Jal Jeevan Mission., 1 Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382- 1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge.excluding earth work)Note : Providing and fixing of all requisite specials as perdrawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately 2 80 mm dia 3 100 mm dia 4 150 mm dia 5 200 mm dia 6 250 mm dia 7 Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-9 gradeS&Spipesas per IS:8329-2000 (amendeduptodate),with internalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 8 100 mm dia 9 150 mm dia 10 200 mm dia 11 250 mm dia 12 Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work).Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in Meter measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6 M/12 M.HDPE PE-100 PN-6 (Dia in mm) 13 75 mm dia 14 90 mm dia 15 110 mm dia 16 Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work).Note : Providing and fixing of all requisite specials as perdrawing, design and layout are inclusive in Meter measurement of the item and shall not be paid separately. Supply of pipe shall be in straight length in 6/12 M.HDPE PE100 PN-6 (Dia in mm) 17 125 mm dia 18 140 mm dia 19 160 mm dia 20 180 mm dia 21 200 mm dia 22 225 mm dia 23 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safetyprovisions etc. 24 In all types of Soils 25 upto 1.5 m 26 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable materials for measurements and disposal of unserviceable materials as directed within a lead of 50 Mtr. including required all safety provisions etc.: 27 In Soft Rock 28 upto 1.5 m 29 In Hard Rock (Blasting Required) 30 upto 1.5 m 31 In Hard Rock (Blasting Prohibited) 32 upto 1.5 m 33 Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters.Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. 34 Bituminous courses 35 Granular courses 36 Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasksas per technical specification and scope of work. 37 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification andscope of work. 38 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 39 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confiMetering to BS- EN1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confiMetering to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 40 80 mm dia 41 100 mm dia 42 125 mm dia 43 150 mm dia 44 200 mm dia 45 250 mm dia 46 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizes includingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 47 80 mm dia 48 100 mm dia 49 125 mm dia 50 150 mm dia 51 200 mm dia 52 250 mm dia 53 Providing, Supplying and fixing of D/F DI Pressure Reducing Valve in pipe line including jointing etc. complete as per standard/ technical specification and direction of Engineer-in-Charge. 54 100mm diameter 55 Construction of Sluice Valve Chamber in required size and shape as per drawing including required excavationof earth in all types of soil such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar and all types of rocks etc.,disposing of surplus excavated material within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it withcovering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in chargematerial within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it withcovering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in charge 56 60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve 57 1200cm x 1200cm x 1300cm (depth) for 80/100/125/150 mm dia valve 58 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valveof approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedupto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1.HP Orifice-HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water,Valves including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work. 59 Class PN 1.6 60 50 mm 61 80 mm 62 Supply, installation, testing and commissioning ofMNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility Scale Solar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation ofPV module on MS frame as per approved design and drawings. Mountingstructure shall be suitably designedto withstand wind velocity up to 150km/hr.Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of >98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty. All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive. The work shall be executed as per detailedtechnical specifications, approved drawing and direction of Engineer in Charge.Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. and suitable provision shall be included in tender document. 63 Supply, installation, testing and commissioning ofMNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility Scale Solar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation ofPV module on MS frame as per approved design and drawings. Mountingstructure shall be suitably designedto withstand wind velocity up to 150km/hr.Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of >98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty.All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive. The work shall be executed as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge.Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. and suitable provision shall be included in tender document. 64 Work includes designing of solar panel area and structure, showing arrangement of panel on rectangular OHSR with flat roof/ MS fabricated structure with polyethylene tank 65 120cm. high fencing with angle iron posts 50x50x6mm. placed at every 3 Mtr. apart 30cm. in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with three horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staple including earth work in excavation etc. complete. 66 In flates, tees, angles & Channals 67 Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwovenwith horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 of MoRTH specification & type A as per IS : 278-1978 size designation 5 (line wire 2.24, point wire 2.00mm mass 97-106 g/m) includiing all material, labour. 68 Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. 69 Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and2 pole motor operating at syncronised speed of speed 3000 RPM, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturers design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. 70 2.2 KW 71 3.7 KW 72 5.5 KW 73 7.5 KW 74 9.3 KW 75 11.0 KW 76 15.0 KW 77 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB, DOL starter, overload relay, ampere meter, volt meter, phase preventer,phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 300mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete platform. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level.The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 78 Up to 5.00 HP 79 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gaugeM.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 80 Above5 HPand upto 10 HP 81 Above 10 HP and up to 15 HP 82 Above 15 HP and up to 20 HP 83 Above 20 HP and up to 30 HP 84 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including makingconnection etc. 85 3 core 4.0 Sq.mm 86 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. asrequired of size. 87 10.0 Sq. mm 4 core 88 Providing & Lowering in tube well ISI marked GI Pipe “B class as per IS:1239 or amendedup to date threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete inall respect. 89 32 mm dia 90 50 mm dia 91 65 mm dia 92 80 mm dia 93 Providing, lowering, aligning, fixing in position in pipe line, CIdouble flangedDual plate check valave of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications:Body & Cover of Grey cast iron ofIS:210/ FG200 , Disc / plates - Cast steel ,Disc seal ring of EPDM/ NBR (food grade quality) ,Body seat of SS ,Face to face dimensions as per API: 594 ,Flanges Drilled as per IS:1538.Epoxy (Non-Toxic & suitable for drinking water) applied on body & coverinside and outside .Shaft/Stop Pin of SS- AISI- 304/410 , Hinge SS AISI 316/304 / CS ,SpringSS AISI 316/304 , Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR O ring seal.Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel) ,Insersion rubber of black EPDM 6mm thick .Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling jointsand earth work.as per API: 594 and flanges as per ISS of approved makeof following Class and dia complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 94 Class PN 1.0 95 100 mm dia 96 Providing, lowering, aligning, fixing in position in pipe line, DIdouble flanged resilient seated Dual plate check valave of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalentgrade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF- 8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside.Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR O ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel) ,Insersion rubber of black EPDM 6mm thick .Suitable support structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Class PN 1.6 97 80 mm dia 98 100 mm dia 99 125 mm dia 100 150 mm dia 101 200 mm dia 102 250 mm dia 103 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete: Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 104 80 mm dia 105 100 mm dia 106 125 mm dia 107 150 mm dia 108 200 mm dia 109 Providing , lowringlaying , aligninng, fixing in position at all level/ depthC.I. class-B specials as per IS:1538, amended up to date in trench complete including all material, labour, testing and commissioning along with pipe line/ appurtenance as per Technical specification and as per direction of Engineer( Note:- E/W to be measured and paid seperately) plain ended CI specials including tail pice, spigot end and socket end. 110 Upto 300mm 111 GSM Modem for SMS Facility- 24 V DC operated for bulk flow meter to transmit reading offlow meter to LCC/MCC Centre 112 Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holdingthe riser pipe assembly of submersible pump set. 113 Construction and commissioning of RCC INTZE type Over Head Service Reservoir offollowing capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - 114 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M- 15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container.i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type). 115 k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 116 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II20 M Staging 117 100 KL, staging Height 20 m 118 150 KL, staging Height 20 m 119 200 KL, staging Height 20 m 120 100 KL, staging Height 20 m 121 300 KL, staging Height 20 m 122 400 KL, staging Height 20 m 123 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II18 M Staging 124 100 KL, staging Height 18 m 125 150 KL, staging Height 18 m 126 200 KL, staging Height 18 m 127 250 KL, staging Height 18 m 128 300 KL, staging Height 18 m 129 400 KL, staging Height 18 m 130 Construction and commissioning of RCC flat slab Over Head Service Reservoir of following capacity and staging including all material and labour charges as per the Scope of work and Technical Specification, consisting of the following main activities: - 131 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M- 15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface roof slab, and 600 mm height of the vertical wall.e) Successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the roof slab.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top Slab to bottom Slab inside container.i) Providing and fixing of MS section ladder from the last landing to balcony and MS ladder with safety cage from balcony to top slab. 132 j) Providing and fixing water level indicator (float type).k) Providing and fixing of hand railing all around the balcony, roof and staircase, consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mmp) CI/DI puddle collar shall be fixed in the bottom/slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 133 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 15 M 134 50 KL, staging Height 15 m 135 75 KL, staging Height 15 m 136 Providing Household Tap Connectionas per technical specification and approveddrawing asperrelevantIScode(amendeduptodate)from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanicalIntegrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , not exceedingtheflowof7LPMat2barandacompressionelbow, mouldedinsingle piece(Completejob)includingdiggingoutsuitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming/compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance with specificationfor potablewaterincludingGMFull-wayValve(IS:778 Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipe PE 80PN16asperISO4427/20mmnominal diaPPR-C(Three layered) pipe PN16 SDR7.4 (IS:15801:2008)(ISI mark)and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premisesforfixinga tap/ meterbox (excluding),including accessories withflushing,cleaning, disinfectingandtestingofpipelinecomplete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. Note:Roadcutandrestorationisnotpartofthis itemandpaid separately. 137 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. 138 Providing and fixing ISI mark (IS 9763: 2000 or amended upto date) PTMT bib cock 15 moinal bore minimum weight 92 gms and length 100 mm as per technical specification,approved make and direction of Engineer in charge. 139 Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. 140 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 141 M20 grade Nominal Mix 142 Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. 143 Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil asdirected with in lead of 50 mtr. All kinds of soil. 144 Providing and laying in position cement concrete including curing compaction etc . Complete in specified grade excluding the cost of centering and shuttering. All workto plinth level usingcrusher broken aggregate 145 M10 grade Nominal Mix ( with graded stone aggregate 20mm nominal size) 146 M15 grade Nominal Mix ( with graded stone aggregate 20mm nominal size) 147 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases ofcolumns etc. 148 P & F on wall face A.C. pipes (IS : 1626 part-I mark) of approved make with wooden plugs and M.S. clamps, jointing with spun yarn soaked in bitumen and C.M. 1:2 complete includingmaking good the wall.: 100mm dia. 149 Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 150 100 mm dia 151 150 mm dia 152 200 mm dia 153 250 mm dia 154 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-incharge.MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) 155 Earth work in excavation over areas (exceeding 30cm depth, 1.5 mtr in width and 10 SQM in plan)for construction of open well, lift up to 1.5 Mtr. including taking out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil. 156 From0 m to 1.5 m BGL 157 Ordinary rock 158 From1.5 m to 6 m BGL 159 Hard rock (requiring blasting) usefulmaterial 30 % 160 From6 m to 7 m BGL 161 From7 m to 20 m BGL 162 Add extra over item No 1 for every additional; lift of 1.5 m or part thereof. 163 All Kind Of soil 164 In Ordinary Rock 165 In hard rock 166 From4.5 m to 6.0 m BGL 167 From6.0 m to 7.5 m BGL 168 From7.5 m to 9.0 m BGL 169 From9.0 m to 10.50 m BGL 170 From10.50 m to 12.0 m BGL 171 From12.0 m to 13.50 m BGL 172 From13.50 m to 15.0 m BGL 173 From15.0 m to 16.50 m BGL 174 From16.50 m to 18.0 m BGL 175 From18.0 m to 20 m BGL 176 Add 20% extra over item No. 2.39 for excavation in saturated soil where pumping or baling out of water is required, including shoring strutting where required and dewatering.(Respective applicable rates)From6 m to 18 m BGL 177 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with wooden members and removal of formwork for upto floor three level for :Walls (any thickness) including attached pilasters,buttressesplinthandstring course.Add extra for shuttering in circular work in plan up to dia 10m over item Nos. 4.7.1 to4.7.2 178 Addextra for shuttering in circular work in plan upto dia 10m on item no. 4.7.1 179 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floorthree level. 180 Thermo-mechanically Treated bars (Conforming of relevent IS code) 181 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints excluding the cost ofcentering, shuttering and reinforcement. 182 Walls (any thickness) including attached pilasters buttresses, plinth and string courses filletscolumns pillars pears abutments posts struts etc. 183 M20 Grade nominal mix (with graded stone aggregate 20mm nominal size) 184 Structural steel work in single section fixed with connecting plate includingcutting hoistingfixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr. height 185 Filling available excavated earth (excluding rock) in trenches plint side of foundation etc. in layers not extending 20cm in depth, consolidating each deposited layer by ramming &watering including lead upto 50m. 186 Labour charges for horizontal boring 100 mm dia in open well in rocky stratawith all types of rock cutting & drilling tools etc. including all T&P required for job including dewateringarrangement. 187 Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved byauthority specification and the direction of the Engineer.Apply corrosion, resistant, protection on inside and outside of casing pipeas per technical specification.300 mm Dia 8 mm thick casing pipe with protective coating. 188 AIR PILLAR 189 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils 190 upto 1.5 mtrs 191 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 192 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement.M20 grade Nominal Mix / Design MixProviding M-25 grade concrete by using min 410 kg of cement per cum instead ofM-20 grade design mix. 193 Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required) excluding the cost of centering, shuttering and reinforcement for Walls (any hickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix 194 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases ofcolumns etc. 195 Footing PCC 196 Base Slab 197 Pillar below GL 198 Total 199 Columns, pillars, posts and struts etc. (Pillar above GL) 200 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) 201 River/Canal Crossing Estimate 202 Earth work in excavation over areas (exceeding 30cm in depth, 1.5 Mtr. in width as well as 10 Sqm on plan) including disposal of excavated earth lead up to 50m and with all liftdisposed earth to be levelled and neatly dressed: 203 Pumping out water caused by springs, tidal or river seepage, broken water mains or drainsand the like with pumping set of following H.P. including P.O.L./Power consumption etc. complete. 204 5 - 9 HP 205 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 206 M10 grade Nominal Mix (with graded stone aggregate 20mm nominal size). 207 Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints excluding the cost ofcentering, shuttering and reinforcement. M25 208 Footing 209 Column upto GL 210 Column above GL 211 Subtotal 212 Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 213 Centering and Shuttering with plywood or steel sheets including strutting, propping bracingboth ways and removal of formwork for foundation in basements rafts, footings, straps beams, bases of columns etc. up to plinth level. 214 Footing 215 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with wooden members and removal of formwork for upto floor three level for : 216 Column 217 Columns, pillars, posts and struts etc. 218 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding (including cost of binding wire) all complete up to floor three level. 219 Thermo-mechanically Treated bars (Conforming of relevent IS code) 220 Provision for construction of switch room of size (4m x 3 m) 221 Earth work in excavation over areas (exceeding 30 Cm. In depth, 1.5 Mtr. In width as well as 222 Random Rubble stone masonry for foundation and plinth in cement sand mortar above 30cm thick wall in 223 In cement mortar 1:6 (1 cement : 6 coarse sand) 224 Honey comb brick work 23 cm thick with bricks of class designation 75 up to third storey in : 225 Cement mortar 1:4 (1 cement : 4 coarse sand) 226 Deduction of Door 227 Deduction of Window 228 Plaster on new surface on wall in cement sand mortar 1:4 including raking of joints etc.complete fine finish : (12mm thick) 229 1:4 (1 cement :4 fine/ coarse sand) 230 Deduction of Door 231 Deduction of Window 232 Cement concrtete grade 1:2:4 (1 Cement: 2 Coarse sand : 4 graded stone aggregate ) 233 75mm thick with 20mm thick nominal size aggregate 234 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishingand reinforcement: 235 M20 grade Design mix (with weight batching plant only) 236 Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strapbeams, bases of columns , etc. up to plinth level. 237 Wall (any thickness) including attached pilasters, buttresses, plinth and string course 238 Suspended floors, roofs, landings, balconies and access platform. 239 Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing inposition and binding all complete 240 Thermo-Mechanically Treated bars 241 Providing & fixing door, window, chowkhats and other frames, including antitermite treatment,M.S. flat, hold fasts of size 250 x 40 x 3mm fixed with M.S. bolt 5mm dia 50mm long duly embedded in cement concrete M-15 grade : Sheesham wood Grade-1 242 P & F IP-65 protected street light luminaire on existing bracket suitable for HPSV/ MH LAMP, made from powder coated single piece pressure die cast aluminium housing, electrochemically brightened and anodized POT optics aluminium reflector, heat resistant and toughened glass cover and accessories like copper ballast, electronic ignitor, capacitor, holder prewired up to terminal block etc. as required including making connection testing etc.as required(without lamp) 243 Street Light Suitable for HPSV Lamps1 X 150 Watt 244 Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) ofapproved make in surface / recessed ISI marked( IS:9537 P - II ) rigid steel conduit & its accessories, round tiles,18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board& false ceiling point,6 A switch, 3.0 mm thick ISI markedphenolic laminated sheet, pvc bushes, check nuts, zinc plated / brassscrews, cup washers, making connections, testing etc. as required.Group-III 245 Short point (up to 3 mtr.) 246 Medium point (up to 6 mtr.) 247 Providing and fixing, flush door shutters non decorative type (hollow core construction) with internal frame of Ist grade wood having styles and top rails of 100 mm width & bottom and lock rails of 150 mm width with 3 Nos. cross battens of 50 mm thick width using 4 mm thick commercial ply on both faces of shutters & 6 mm thick beading of respective wood using with approved steel fitting as perAnnexure A :- 248 25 mm thick. 249 Sheesham wood grade – I 250 Wiring of 3/5 pin 6 amp. Light plug point as per PWD specification for electrical Works with ISI marked 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor1.1 kV grade (IS:694) and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) vergin material PVC conduit & its all accessories( J.B. , Bends etc.) , round tiles,18 SWGG.I. box with earth terminal of required size, 6 A switch, 3/5 pin 6 A socket, 3.0 mm thick ISI marked phenolic laminated sheet (IS : 2036 - 1995), Al. alloy/ cadmium plated iron screws 20 mm cup washers etc. all as per pre approved by Engineer in charge, making connections, testing etc. complete as required. For specification of copper Conductor, Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 251 Short point (up to 3 mtr.) 252 Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of1.1 kV grade . Wire should be made from 99.99% purity copper, class 5 stranding in acc. to IEC 60228 for lower watt loss , oxygen free ( <10 ppm) for less chances of oxidization and higher silver content for gives better conductivity , insulation PVC type A ,flame retardant as per IS 10810-53, better amperage rating as per VDE 0298 part 4, , in existing surface or recessed PVC/ MS conduit/casing capping including all as per pre approved by Engineer in charge,making connections, etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of products/ work , refer Annexure A attached with this BSR . 253 2 x 1.5 sq.mm
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39.
Public Administrative Department #8635340 AOC
Annual Maintenance Work In Municipal Council Wanadongari- 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means -GradingI(Using Screening Type B (11.2 mm) Aggregate) 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II(Using Screening Type B (11.2 mm) Aggregate) 3 Providingsoling using80mm sizetrapmetalin15cm.layerincludingfilling voidswith Crushed sand/grit, ramming, watering etc. complete. 4 Construction of dry lean cement concrete Sub- base over aprepared sub-gradewith coarse and fine aggregate (VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 Kilogram/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved byEngineer-in-charge , compacting withvibratory roller, finishing,curing andincluding preparation of sub-grade surface if required etc. complete. 5 Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. 6 Providing , laying and fixing ,jointingEco- drain 110 mm SN 8 Nu- Drain Upvc pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per I.S.15328 with fittings such a bends, tees, coupler, etc, jointing with rubber lubricant including necessary excavation, trench refilling with selective excavated material etc. complete. 7 Providing , laying and fixing ,jointingEco- drain 160 mm SN 4 Nu- Drain Upvc pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per I.S.15328 with fittings such abends,tees,coupler,etc,jointingwith rubberlubricantincludingnecessary excavation, trench refilling with selective excavated material etc. complete. 8 Providing , laying and fixing ,jointingEco- drain 200 mm SN 4 Nu- Drain Upvc pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per I.S.15328 with fittings suchabends,teestees,coupleretc,jointingwithrubberlubricantincludingnecessary excavation, trench refilling with selective excavated material etc. complete. 9 Providing , Laying and fixing, jointing Eco Drain 250 mm SN-04 Nu-Drain Upvc pipe or of equivalent make, manufacture as per EN 13476 or equivalent as per I.S.15328& 16098 with fittings such a bends, tees, coupler, etc. jointing with rubber lubricant, including necessary excavation, trench refilling with selective excavated material etc. complete. 10 Providing , Laying and fixing, jointing Eco Drain 315 mm SN-04 Nu-Drain Upvc pipe or of equivalent make, manufacture as per EN 13476 or equivalent as per I.S.15328& 16098 with fittings such a bends, tees, coupler, etc. jointing with rubber lubricant, including necessary excavation, trench refilling with selective excavated material etc. complete. 11 ProvidingandlayingVitrifiedmirror/glossyfinish havingdecorativetypeofsize590 millimeter to 605 millimeter x 590 millimeter to 605 millimeter of 8 to 10 millimeter thickness (on a existing flooring) with bonding chemical and confirming to IS 15622-2006 (Group Bla) of approved make shade and pattern for flooring in required position laid on a bed of bonding chemical filling joints curing and cleaning etc . complete. 12 Providing and laying Vitrified MATT finishhaving decorative type of size 600 millimeter x 600 millimeter of 8 to 10 millimeter thickness (on a existing flooring) with bonding chemical andconfirmingtoIS15622-2006(GroupBla)ofapprovedmakeshadeandpatternfor flooringinrequiredpositionlaidonabedofbondingchemicalfillingjointscuringand cleaning etc .complete. 13 Providing and laying Vitrified MATT finishhaving decorative type of size 1000 millimeter x 1000 millimeter of 8 to 10 millimeter thickness (on a existing flooring) with bonding chemical andconfirmingtoIS15622-2006(GroupBla)ofapprovedmakeshadeandpatternfor flooringinrequiredpositionlaidonabedofbondingchemicalfillingjointscuringand cleaning etc .complete. 14 Providing and laying chequered tiles of approved qualityof size 30 cm x 30 cm, confirming tocorrespondingI.S.forflooringinrequiredpositionlaidonabedof1:4cementmortar including cement float, filling joint with cement slurry cleaning curing etc. complete. 15 ProvidingandlayingPolishedKotastoneflooringWithHand-CutPolishedKotaStones 25mmto30mmthickandrequiredwidthinplain/diamondpatternonbedof1:6Cement mortarincludingcementfloat,fillingjointswithneatcementslurry,curing,cleaningand MirrorPolishingetc.completeNote-Waterabsorptionforkota stoneshouldnotexceed 0.05%.( Item to be used with prior permission of Superintending Engineer ) 16 Providing, laying andfixing exterior grade fibrilling fibre reinforcement heavy duty designer cementconcrete tilesforFlooring ofapprovedcolour anddesign 22+/ -2mm thickbayer colourpigmentedasperIS..1237-1980havingcompressivestrengthmorethan500 Kilogram/sq.cmreaffirmedin2006,havingwerttransvrsestrenghthof3.5/mm2,water absorption less than 10 % abrasion / wear resistance less than 2 mm ,skid resistance more than 25.0 (ASTM:E303) and no fading as per DIN - 51094 of size 300 x 300in plan / designed pattern on a bed of 1:4 cement mortar including cement float ,filling joints with neat cement slurry ,curing, polishing and cleaning etc. complete. For flooring. 17 Providing, laying and fixing exterior grade fibrilling fibre reinforcement heavy duty designer cement concrete tiles forsteps and dado of approved colour and design 22 +/ -2 mm thick bayercolourpigmentedasperIS1237-1980reaffirmedin2006,havingwerttransvrse strenghth of 3.5 / mm 2, water absorption less than 10 % abrasion / wear resistance less than 2 mm ,skid resistance more than 25.0 (ASTM:E303) and no fading as per DIN - 51094 in plan / designed pattern on a bed of 1:4 cement mortar including cement float ,filling joints with neat cement slurry ,curing,polished and cleaning etc. complete. For steps, and dado 18 Machinepolishingtocement/marblemosaictiledflooringoranyothertypeofflooring including cleaning, washing, etc. complete. 19 Providing,fabricatinganderecting atsiteofworkthetubularsteelstructure(shed)asper standard design and specifications having various spans in between trusses and in multiples of standard length of bays as specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns purlins, tie runners, foundationbolts, base plates, nuts and bolts,weldingwhereverrequiredetc. asperdetaileddrawinginclusiveofonecoatof anticorrosive paint and two coats of oil painting of approved quality and shade etc. complete. Spec. One Number : As directed by Engineer-in-charge. 20 Providingandfixingbituminouspad25mmthickforexpansionjointsinretainingwall, compound wall etc. complete. 21 Providing and fixing 50 mm. dia. medium class G.I.pipe gate with wicket gate of approved drawing withallfixturesandfittingsintwoleaveswithstrong holdfastembeddedinc.c. block at top and bottom with locking arrangement including cutting, bending, making holes and with one coat of primer etc. complete. 22 Providing Gas or Electrical welding for structural steel section, plates as per detailed drawing.For less than 10 mm thick section. 23 Providing and fixing mild steel grill gate as per the detailed drawing including hinges, locking arrangementsandpaintinginthreecoatsofoilpaintofapprovedcolourandshadeetc. complete.(weight 18 Kilogram. to 20 Kilogram. Per Sq.m.)Spec.One Number: As directed by Engineer- in-charge. 24 Providingstructuralsteelworkinhollowsectionofvariousthicknessandsizesinsquare, rectanular and round shape from 25mm to 450mmsection as per IS 4923 YST 310 Grade produced from iron ore and blast furnace route etc. as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/bolted/ welded connections and painting complete. 25 Providing and laying cement concrete flooring 50mm thick with M20 cement concrete laid to proper level and slope in alternate bays including compaction, filling joints, marking lines to give the appearance of tiles of 30cm x 30cm or other size laid diagonally/ square etc. finishing smooth (with extra cement) in any colour as directed and curing etc. complete.with Crushed sand VSI Grade 26 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. 27 Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C.Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 micro-amperes at 2.4 V in sleep-charging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms.Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesiveand complete as directed by the engineer.The contractor shall submit a two year warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. [Rate adopted vide ESSR 2021-22] 28 Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. 29 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. 30 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. 31 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 800mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. 32 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. 33 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 1000mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. 34 Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 1200mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. 35 Providing and applying white-wash in two coats on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down etc. complete. 36 Providingandapplyingcolour-washofapprovedcolourandshadeintwocoatstonew surfaceincludingscaffolding,brushingandbroomingdown(excludingbasecoatofwhite-wash) etc. complete. 37 Providing and applying washable oil-bound distemper of approvedcolour andshade to old andnewsurfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. 38 Providing and applying plastic emulsion paint of approved quality, colour and shade tonew surface in three coats including scaffolding, preparing the surface. (excluding primer coat) etc. complete. 39 Scrapping the oldplasteredinternalsurface withsandpaperandcoatingthe entiresurface with mixture of whiting or glue and linseed oil including scaffolding etc. complete as directed. 40 Providing and applying Royale Luxury Emulsion of approved make on internal wall surface asdetailedbelowScrappingforsurfacewithemerypaperandwipecleanforarea. wall primer withbrushby adding mineral turpentine oil by 8 to 10 % or water by 15 to 20% allowing to dryfor 6 to8 hoursAfter applying acrylic wall putty with appropriate prpportion of water of allow to dry for period of4to6hoursofactivity.Scrappingwithemerypaper andwipecleanApplying paints Royale Luxury emulsion 1st coat with brush water content water 40 to 45% or 65 to 70% by role Applying paints Royale luxury emulsion 2nd coat with brush with water content 40 to 45%or 65 to 70 % by roller. (With prior approval of S.E.) 41 Providingand applyingtwocoatsof exterioracraylicemulsion paintconfirmingto corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces includingcleaning,preparingtheplastersurface,applyingprimercoat,scaffoldingif necessary , and watering the surface for two days etc complete. 42 Providing and applying two coats of exteriorweather shield paint of approved manufacture andofapprovedcolourtotheplasteredsurfacesincludingcleaning,preparingtheplaster surface ,applying primer coat ,scaffolding if necessary, and watering the surface for two days etccomplete. NOTE: ForItem One Number 15 to 18 prior approval of Superintending Engineer will be necessary 43 Providing andfixing colourcoatedZincalume (R)AZ150(min150gms/sq.mt.totalon each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength,metallichotdipcoatedwithAluminium-Zincalloy(55%aluminium 43.4%zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyester paint coat ( with inorganicpigment).Thepaintshallhaveatotalcoatingthicknessofnominal35um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm center- to-center.The endribshallbedesignedforanti-capillarygroove.andreturnleg.Thefeed material should have coil manufacturers product details marked a regular interval. Including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/ One Square Metre) 44 Providing and fixing of colour coated Zincaluminium( R ) AZ150 ( min 150 gms/sq.mt. total on each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated withAluminium-Zinc alloy (55% aluminiumm 43.4% zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyster paint coat ( withinorganic pigment). The paint shallhave atotal coating thickness ofnominal 35mm, comprising of nominal 25mmexterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with sublet square fluting in the five pan at nominal 180-250 mmcenter- to-center.Theendribshallbedesignedforanti-capacitygroove.andreturnleg.Thefeed material should have coil manufacturers product details marked a regular interval. including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/ One Square Metre)600 mm girth (Surface Width). 45 Providing and filling 20 mm thick compressible fibre board in expansion joint complete as per drawings and technical specifications etc. complete. 46 Providing and applying Bitumen VG30/VG40 layer at 2 Kilogram. per One Square Meterr over the terrace, structural slab including cleaning the surface for waterproofing as directed complete 47 Providing leak proof treatment by Injectiongrouting methodto oldfloor withoutremoving tiles of W.C., bath, with cement sand proportion of 1:1.5 and waterproofing compound at 2 Kilogram/bagofcementmixedin35litersofwaterincludingdrillingholesinrequired position grouting with above mixed solution and ceiling etc. complete. 48 Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with C.M.1:3 admixed with approved water proofing compound and finally top finishing with average 20 mm. thick layers of same mortar added with jute fiber at 1Kilogramper bag including finishing the surface smooth with cement slurry admixedwithapprovedwaterproofingcompound.Markingfinishedsurfacewithfalse squares of 300mm x 300 mm. making the junctions at the parapet rounded and tapered top for requiredheight,withdripmouldatthejunctionofplasterandparapetandcuringand covering10yearsGuaranteeagainstleakproofnessonCourtfeestamppaperofRs.500/- including ponding test etc. complete. 49 Providingandapplyingwaterproofingtreatmentusingacrylicpolymermodifiedcement basedwaterproofingcoatingwithfibreglassmeshmixingattherateofpowdertoliquid (2:1)byweightcovering9to10SquareMetre/Kilogramwithtwocoatusingapproved chemicals for masonry andconcrete surface by brush covering 7 years guarantee on Stamp Papers etc. complete. 50 Providing and laying jointless Polydee-LM, a highly flexible elastometric coating for RCC / cementitious surface for terrace waterproofing on B.B. Coba / R.C.C, after application of TP- 42 Primer on perfectly clean surface (free from loose dust and foreign matter) application of 1st coat of Polydee-LM @ 700 gms/ One Square Metre and applying 2nd coat of Polydee-LM @ 700 gms/ One Square Metre and finishing the same with sprinkling the AG-10 granules on the wet coating. (After finishing covering the treatment with 25mm cement plaster for protection with fibrillated 6mm Plyplast fibre @ 125 gms/ One Square Metre to be paid in separate item.) covering 7 years guarantee on Court Fee Stamp Paper of Rs. 100/- etc. complete. 51 Waterproofing Treatmenttoexisting Terraceby using Polymeric cementitious membrane of approved make & approved by Engineer in charge by replacing the existing waterproofing treatment. Break open the existing I.P.S. and brick bat coba of the terrace slab to expose the bare slab. (If there are cracks on the bare slab open the crack in V Groove and fill it with P.M.M. and if there are lots of honeycombs and identified bad patches of concrete the same should be grouted by grouting procedures). Clean the entire surface thoroughlyand over thisprepared surface, applythree coats of polymeric waterproofing coating having a breathable non toxic acrylic polymer liquid of approved make & approved by Engineer in charge, over this waterproofingtreatment, provide and lay brick bat coba of average 112 mm thickness. 52 Providing and fixing valley gutter of 22 B.W.G. (0.8 mm) plain galvanised iron sheets 120 cm widewithteakwoodplanking20mmthickincludingtwocoatsofcoal-tarringtheupper surface of plank etc. complete. (excluding painting to underside of plank). 53 Providing and fixing valley gutter of 22 B.W.G. (0.8 mm) plain galvanised iron sheets 90 cm widewithteakwoodplanking20mmthickincludingtwocoatsofcoal-tarringtheupper surface of plank etc. complete.(excluding painting to underside of plank). 54 Providingandfixingcorrugatedgalvanisedironsheetsof0.63mmthick(24B.W.G.)for roofing without wind tiles including fastening with galvanised iron screws and bolts, lead and bitumen washers as per drawing etc. complete.(Weight of 5.5 Kilogram/sq.m.). 55 Providing and fixing plain zinc sheeting of 0.80 mm thick (22 B.W.G.) over the ridge hip or valley to galvanized iron sheet roofing including all fastening and bolt galvanised iron screws and bolts, lead and bitumen washers etc. complete.(Weight of 6.8 Kilogram/sq.m.). 56 Providingandfixing6.00mmthickISImarkAsbestosCementCorrugatedsheetroofing including galvanised iron J or L hook bolts galvanised iron band bituminous G.I. washers, galvanised iron clamps, bolts, nuts and scaffolding etc. complete. 57 Providing and fixing solid core flush door shutter in single leaf 32 mm thick decorative type of exterior grade as per detailed drawings approved face veneers 3 mm thick on both faces or as directed, all necessary beads, mouldings and lipping, wrought iron hold fasts, chromium platedfixturesandfastenings,withbrassmortiselock,chromiumplatedhandlesonboth sides, and finishing with French Polish etc. complete. 58 Providingandfixingsolidcoreflushdoorshuttercommercialinsingleleaf32mmthick without ventilator commercial type of exterior grade as per detaileddrawings withwrought iron hold fast, stainless steel fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats complete. 59 Providing and fixing M40 grade thick vibrated pull cast or similar type concrete frame with chamfer conforming to I.S. 65241983 having 6 mm dia. bars 3 Nos. And stirrups @250 mm c/candfixing inwallwith6Nosofholdfastof12mm diabars500mm longincluding primer and oil painting etc, complete) frame size 60 mm x 100 mm . 60 Providing and fixing M40 grade thick vibrated pull cast or similar type concrete frame with chamfer conforming to I.S. 65241983 having 6 mm dia bars 3 Nos. And strips @250 mm c/c and fixing in wall with 6 Nos. of hold fast of 12 mm dia bars 500 mm long including primer and oil painting etc, complete) frame size 60 mm x 125 mm 61 Removing G.I. or A.C. sheet roofing including purlins, principal rafters etc. including sorting serviceableandunserviceablematerials,stackingthesameasandwheredirectedinthe compound including scaffolding etc. complete. 62 Providing and fixing steel frame door of angle 40 x 40 x 5 mm with 16 mm dia. mild steel barshorizontallyat10cmc/cforventilatorportionincludingironholdfastforthefixing shutters including welding, painting, finishing etc. complete. 63 Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two trackswithrectangularpipe having overalldimension63.50x38.10x1.02mm atweight 0.547 Kilogram/One Running Metre. and window frame bottom track section 61.85 x 31.75 x 1.20 mm atweight0.695Kilogram/One Running Metre.Topandside track section61.85x31.75x 1.30 mm at weight 0.659 Kilogram/One Running Metre. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 Kilogram/One Running Metre. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 Kilogram/One Running Metre. And handle section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/One Running Metre. and top section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Runningmetre.AsperdetaileddrawingsandasdirectedbyEngineerincharge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. With powder coating with box 64 Providing andfixing inposition(asper1868/1982)Aluminium sliding windowofthree tracks with rectangular pipe 95 x 38.10 x 0.90 mm at weight 0.637 Kilogram/One Running Metre. with window frame bottom track section 92 x 31.75 x 1.30 mm at weight 1.070 Kilogram/One Running Metre.. Top and side track section 92 x 31.75 x 1.30 mm at weight 0.933 Kilogram/Runningmetre.Theshuttershouldbeofbearingbottom40x18x1.25mmat weight 0.417Kilogram/One Running Metre.Inter locking section 40x 18x 1.10mm atweight 0.469Kilogram/Runningmetre.andhandleandtopsection40x18x1.25mm atweighto.417Kilogram/Runningmetre.Asperdetaileddrawingsandasdirectedby Engineerincharge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mmthickplainglassandaluminiummosquitonetshutterwithstainlesssteeljailwithall required screws and nuts etc, complete. With powder coating with box 65 Providing and laying in situ / ready mix M-20 cement concrete of trap /granite /quartzite /gneiss metal for approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer)with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 6.40 bags/cumt) 66 Providing and laying in-situM30 Grade unreinforced plain cement concretepavementover a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradationas per Table 600-3 of MORTH Specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and gradesas directed by Engineer-in-charge and curingby curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top withdepth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. 67 Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. 68 Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mOne Metric Tonneo 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide) 69 Prividing and fixing pressure relief pipes of 110 mm diametre of PVC as per drawing for R.C.C Raft,galaries returns, abutments, wing wall etc complete. 70 Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. 71 Providingandfixing75mmdiastabiliserpipe/P.V.C.soilvent/wastepipeandwith necessary fixtures andfitting such as bends, tees, single junctions, slotted vent, clamps etc. complete 72 Providingandfixing100mmdiastabiliserpipe/P.V.C.soilvent/wastepipeandwith necessary fixtures andfitting such as bends, tees, single junctions, slotted vent, clamps etc. complete. 73 Providing and fixing H.D.P container one piece moulded water tank made out of high density polythyler and built corrugated inclusive of delivery up to destination hoisting andfixingofaccessoriessuchasinlet,outletoverflowpipeinclusiveofalltankscapacity between 200 to 1000 liters 74 Providing and fixing H.D.P container one piece moulded water tank made out oflowdensitypolythylerandbuiltcorrugationincludingofdeliveryuptodestination hoisting andfixing of accessories such as inlet, outlet overflow of alltanks capacityabove 1000 to 20,000 litres 75 Providing and fixing on walls/ ceiling/ floor 15 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. 76 Providing andfixing onwalls/ceiling/floor 20mm dia.CPVC pipe withnecessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. 77 Providing and fixing on walls/ ceiling/ floor 25 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. 78 Providing and fixing on walls/ ceiling/ floor 32 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. 79 Providing and fixing on walls /ceiling/ floor 40 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. 80 Providing and fixing on walls/ ceiling/ floor 50 mm dia. CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete. 81 Providingandlayingintrenches25mmdai.CPVCpipeincludingnecessaryexcavation, fittings. Refilling trenches etc. complete. Including removing existing pipe line ifnecessary and conveying and stacking the same in PWD chowky or as directed etc. complete. 82 Providingandlayingintrenches32mmdai.CPVCpipeincludingnecessaryexcavation, fittings. Refilling trenches etc. complete. Including removing existing pipe line ifnecessary and conveying and stacking the same in PWD chowky or as directed etc. complete. 83 Providingandlayingintrenches40mmdai.CPVCpipeincludingnecessaryexcavation, fittings. Refilling trenches etc. complete. Including removing existing pipe line ifnecessary and conveying and stacking the same in PWD chowky or as directed etc. complete. 84 Providingandlayingintrenches50mmdai.CPVCpipeincludingnecessaryexcavation, fittings. Refilling trenches etc. complete. Including removing existing pipe line ifnecessary and conveying and stacking the same in PWD chowky or as directed etc. complete. 85 Providing and fixing reinforced cement concrete cover of size 90 cm x 45 cm with frame over inspection chamber etc. complete. Heavy duty (225 Kilogram) 86 Providing and fixing reinforced cement concrete cover of size 90 cm x 45 cm with frame over inspection chamber etc. complete. Medium duty (140 Kilogram) 87 Providing and fixing reinforced cement concrete cover of size 60 cm x 45 cm with frame over inspection chamber etc. complete. Heavy duty (160 Kilogram) 88 Providing and fixing reinforced cement concrete cover of size 60 cm x 45 cm with frame over inspection chamber etc. complete.Medium duty (100 Kilogram) 89 Patch repair on already filled pot holeswith 20 mm premix carpet andseal coat as per MORTH specification clause 3004.1 and 3004.2 90 Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coatas per MORTH specification clause 3004.1 and 3004.2 91 Maintenance of gravel road including making up the loss of profile, rectifying corrugated surface, filling up of depressions, pot holes and erosion gullies by adding fresh material and compacting it with appropriate equipmentor to stripexcess of material from the road surface as per drawings etc complete 92 Providing pick and roll surface by pickingthe old WBM surface to the required standard, adding 30% of 40mm size metal and required quantity of murum including laying sectioning, watering, compacting with static roller with thin layer of murum blindage on carrageway, watering and compacting by static roller, including cost of all materials, loading, unloading, stacking and labour etc. complete. Spec.No. : As directed by Engineer- in-charge. 93 Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling etc. complete 94 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains etc. complete 95 Trimming of grass, shurbs and weeds from the shoulders/berms and disposing off the same to suitable locations etc. complete 96 Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means( By JCB /DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge. 97 Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) 98 Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from inside and airtight C. I. cover of 75 kg with lid and frame fixed in cement concrete 99 Providing andconstructing Brick Masonry Inspection Chamber 90cm x 45cm With R.C.C. raftinB.C.soilareaincludingcostofreinforcement,1:2:4cementconcretechannelshalf roundG.S.W.pipes,BrickMasonry,plastering from inside andairtightwith75mm thick R.C.C. cover medium duty 140Kilogrametc. complete. 100 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. 101 ProvidingandlayingCastinsitu/ReadyMixcementconcreteinM-10oftrap/granite/ quartzite/gneissmetalforfoundationandbeddingincludingbailingoutwater,Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided,finishingifrequiredandcuringcomplete.With fine aggregate (Crushed sand VSI Grade) 102 Providing and laying Cast in situ/Ready Mixcement concrete in M15 of trap/ granite/quartzite/gneiss metal for steps including steel centering, formwork, laying/pumping, compacting,rougheningthemifspecialfinishistobeprovided,finishingunevenand honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered bygunnybag,plastic,tarpaulinetc.(Woodencenteringwillnotbeallowed.),withfully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concreteBatchmixplant(Panmixer)etc.complete.Withfineaggregate(Crushed sand VSI Grade) 103 Dismantling of existing B.T. Surface (flexible Pavement) to a depth of 50 mm. manually including loading of dismantled material to transport vehicle at site excluding lead charges 104 Providing and constructing 75 mm. thick ModifiedPenetraction Macadam (MPM)road surface including all materials, preparing the existing road surface, spreading 40 mm. stone layers metal 100%crusher broken metal with conical crusher plant, heating and spraying thebitumen of specified grade @ 2 kg / sqm , spreading 12mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat of specified grade of bitumen at the rate of 0.30 Kg Sqm. on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates) 105 BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 1,premixed with bituminous binder, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 80/100 mm compacted thickness with 3.3 % using specified grade of Bitumen. -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller.(VG-30 bulk bitumen rates are considered to arrive at rates) 106 Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction VG-30 Bitumen, including providing and laying seal coat sealing voids in a bituminious surface laid to the specified level and cross fall using Type A seal coat but excluding prime / tack coat. For Bitumen VG-30 bulk -- USING 80 TPH Batch mix type hot mix plant with SCADA, Paver and Vibratory roller 107 Providing and laying of Type - B premix seal coat with HMP of appropratecrushed stone chipping 6.70 mm size and penetration bitumen of specified grade @ 0.68 Kg / Sqm. , preparing existing road surface including mixing in suitable Batch Mixplant and rolling bystatic roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) 108 Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete.A) For Ground Floor 109 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 110 Providing selected hard murum filling including laying in layers of 15 to 20cmwith watering and compacting etc. complete. 111 Providing and laying in situ / ready mix / ready mix M20 RCC work with trap/ granite/ quartzite/ gneiss metal in cut off wallincluding shuttering, compacting by vibrating, finishing and curing etc. complete. (fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer)with natural/artificalsand, excluding reinforcement) 112 Providing fly ash brick masonry with conventional / I.S. type fly ash bricksin C.M. 1:6 in foundation and plinth includingbailing out water manually striking joints, racking out joints watering and scaffolding etc. complete. 113 Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete 114 Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. 115 Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including hand packing filling gravel / sand in the voids etc. complete. 116 Transportation of material obtained from excavation including all lift , laying in layer breaking clouds dressing to 35 camber, as prescibed sectioning etc.. Complete 117 Supplying hard murum/ kankar at the road site, including conveying and stacking complete. 118 Supplying soft murum at the road site, including conveying and stacking complete. 119 Spreading hard murum/ soft murrum/ gravel or kankar for side width complete 120 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. 121 Providing and laying in situ /Ready Mixcement concreteM-20of trap / granite /quartzite/ gneiss metalforR.C.C.work infoundationslikeraft,stripfoundations,grillageand footingsofR.C.C.columnsandsteelstanchions etc.includingbailingoutwater, Steel centeringformwork,laying/pumpingcoverblocks,compactionandcuring roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 122 Providing and laying Cast in situ / Ready Mix cement concrete M-25 of trap/granite/quartzite/gneissmetalforR.C.C.workinfoundationslike raft, strip foundations,grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water,Steel centering,formwork,coverblocks,laying/pumping,compactionandcuring roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete. With fine aggregate (Crushed sand VSI Grade) 123 ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-30oftrap/granite /quartzite/gneissmetalforR.C.C.workinfoundationslike raft,strip foundations,grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as directed including Steelcenteringformwork,cover blockslaying/pumping, compactionfinishingtheformedsurfaceswithcementmortar1:3ofsufficientminimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic microprocessorbasedPLCwithSCADAenabledreversibleDrumTypemixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 124 ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-20oftrap/ granite/quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete.(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 125 Providing and laying Castinsitu/Ready Mix cement concreteM-25oftrap/granite/quartzite/gneiss metalforR.C.C. columns as per detaileddesignsanddrawings or as directedincluding steel centering, formwork,coverblocks,laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smoothand even surface or roughening if special finish is to be providedand curing etc. complete(Excluding reinforcement and structural steel). With fine aggregate (Crushed sand VSI Grade) 126 ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-30oftrap/granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork,cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 127 ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-20oftrap/granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or asdirectedincludingsteelcentering,formwork,coverblocks,laying/pumping, compactionandrougheningthesurfaceifspecialfinishistobeprovidedandcuringetc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 128 Providingandlaying Cast in situ/ Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C.beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction and roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcementandstructuralsteel). With fine aggregate (Crushed sand VSI Grade) 129 ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-20oftrap/granite/ quartzite/ gneiss metal for R.C.C.slabs andlandingsasper detaileddesigns anddrawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 130 ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-25oftrap/granite/ quartzite/ gneiss metal for R.C.C.slabs andlandingsasper detaileddesigns anddrawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel). With fine aggregate (Crushed sand VSI Grade) 131 ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-30oftrap/granite/ quartzite/ gneiss metal for R.C.C.slabs andlandingsasper detaileddesigns anddrawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 132 Providing and laying Cast in situ/Ready Mixcement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design and drawings including steel centering, formwork, cover blocks, laying/pumping, compacting androughening the surface ifspecial finish is to be provided and curing complete. (Excluding reinforcement and structural steel). withfullyautomaticmicroprocessorbasedPLCwithSCADA enabledreversibleDrum Typemixer/concreteBatchmixplant(Panmixer)etc.complete.Withfineaggregate (Crushed sand VSI Grade) 133 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C.pilecaps,footings,foundations,slabs,beamscolumns,canopies,staircase,newels, chajjas,lintelspardis,copings,fins,archesetc.asperdetaileddesigns,drawingsand schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. 134 Providing, cutting, bending, hooking, tyingand laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. 135 Providing and erecting Y type barbed wire fencing with seven rows of wire with 2.45 mm dia G.I. pipe ( Rezan/ concenti Deleted ire 0.75 mm dia ) with hot dip and G.I. coated hooks as per drawingsupportedonM.S.angle50x50x6mmat2.5mtr.c/cincludingfixingand fastening with wire, painting M.S. angles with one coat of red lead primer and two coat of oil paint etc. complete. 136 Providing and erecting 1.5 metre high wire fencing with seven rows of barbed wire supported on M.S.Angles ( 50mm x 50mm x 6mm) at 2.5 Metres, Center to center including excavating pits for foundqtion, fixing post in cement cocnrete 1:4:8 of size 45 x 45 x 45 cm fastening the wire and painting the M.S.Angles with one coat of red lead primer and two coats of painting etc.complete. 137 Providing and erecting 1.2 meter high wire fencing with five rows of barbed wire supported onmildsteelangle(50x50x6mm)postat2.5mc/cincludingexcavationofpitsof foundation concrete fixing the posts in ( 1:4:8) cement concrete block of 45x45x45 cm and fastening the Wires and painting the angles with one coat with red lead primer and two coats of oil painting etc.complete 138 Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, includind excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top andbottom of 25 x 25 x 5 mm size andvertical M.S. flat 35 x 5 mm and25 x 5mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete. 139 Providing and constructing RCC Inspection Chamber 90cm x 60cm x 90cm including 1:4:8 cement concrete foundation and M20 raft, wall reinforcement with frame fixed in cement concrete with R.C.C. Cover medium duty 140 kg with frame etc complete 140 Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80MM thick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibratoretc. complete. 141 grade of approved size and shape for City streets, small /medium market roads,low
Contract Date: Jan 21, 2026 Contract Value : ₹ 8.59 Lakh
Local Bodies No of Bidders 4
Maharashtra View Result →
40.
Housing Urban and Rular Development #8569293 AOC
Tender For Special Repairs To Girls Hostel Building In Government Medical College And Esi Hospital At Coimbatore District.; 1 Dismantling, clearing away and carefully stacking materials useful for re-usefor Pressed tiles & weathering course directed by the Departmental officers Complying with standard specification. 2 Dismantling, clearing away and carefully Clean removal of cement plaster from walls. 3 Dismantling, clearing away and carefully stacking materials useful for re-usefor any thickness of Plain cement Concrete as directed by the Departmental officers Complying with standard specification. 4 Dismantling, clearing away and carefully stacking materials useful for re-usefor any thickness of Damaged floor finishing wall in Cement Mortar with Mosiac/Glazed Tiles/Clay Tiles/Cuddapah Slabs as directed by the Departmental officers Complying with standard specification. 5 Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no crushed stone sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc., complete as per standard specification and as directed by the deparmental officers. 6 For Superstructure in Third Floor 7 Finishing the top of roof with one course of Machine Pressed tiles ofsize 230mmx230mmx20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Crushed stoneSand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers 8 Clearing the roof slab top surface by high pressure water jet machine for removing dirt, fungus, loose and fake materials. If any tile joint area mortar damage or cracks filling with modified mortar ( along with polymer pressure of 150kpa). Then further applying primer coat with primer seal over with top coat classic in further applied, with all necessary accessories and including cost of materials and labour charges for laying in position etc., complete complying with standard specification. 9 Clearing the existing of toilet flooring including cost of materials and labour charges complete complying with standard specification as directed by the departmental officers 10 The area of repair should be properly assesed before taking up the following stages of repair. The Con, Scaffolding will be erected with proper bracing to the designated height by checking the vertically and using proper MS Pipes also providing platform at various levels to enable the repair. The concrete surface will be examined for loose and spalled portions and the same will be removed with the help of chisel & hammer. Perfecr preparation of substrate is essential for optimum performance of repair. The surface and the reinforcement should be water washed by removing all laitance and other contaminants hampering the adhesion of the repair concrete mortar. Prepare the final surface free from dust and debris and to a rough profile with at-least 5mm level difference between surface troughs and peaks. Retro fitting the RCC roof slab/beams by removal of rust, Application of Anti-corrosive coating to reinforcement rods, welding additional 8mm/10mm dia reinforcement bars ofFe500 rods in places of extreme corrosion. Replacement of the affected part of rebars will be necessary if the diameter is found reduced by more than 20% of the original diameter. 11 Apply Two component anti-corrosion for steel reinforcement using before concrete repair. The clean substrate must be alkaline (pH above 9.5) and free of other contaminants. The primed area shall be filled with single component, Dual shrinkage compensated micro-concrete of FosrocRenderoc RG mixed with small aggregates Ratio of 1:0.5, if travel applied area FosrocRenderoc SP 40 depth 50 to 75mm average thick. After fixing the formwork as per requirement. The formwork shall be made of either plywood or steel. In both the cases, before pouring of micro concrete all probable leakage points shall be sealed using suitable sealing compound. The mixed micro concrete shall be poured into the formwork. The mixed material shall be placed into the formwork within 20 minutes from the time of application. The concrete filling shall be continued till area is completely filled and closed. The mixed mortar is trowel applied and the first layer by gloved hand including packing behind rebars and then firmly trowel on the rest to required thickness. The compressive strength achieved in 24 hours after proper curing will be 15 MPa in 24 hours and 35 MPa in 7 days. Overlays such as plaster add with Tamseal SBR etc. Complete 12 Supplying and fixing in position best approved of BIS quality PVC rain water down fall pipes having a pressure of 4 kg. / sq.cm including cost of necessry PVC shoe, PVC bend, cast iron gratings of required diameter and special clamps, brass screws, nails, etc., and fixing of cast iron gratings at junction of parapet and the RCC roof slab including finishing neatly etc., complete. The rate shall be inclusive of cast of removable cast iron grating. The PVC pipe shall be fixed in wall with special type of U clamp at the centre of the pipe line in addition to those for more than 3.0 metre pipe length, etc., complete complying with standard specification and as directed by the departmental officers 13 FOUR FLOOR 14 THREE FLOOR 15 Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying,consolidating, finishing,renderingthetopsurfaceroughtoreceivethefloor,curing,etc.complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panellingwherever necessary and as directed by the departmental officers) -Mixing by manual means 16 Providing Granolithic Floor finish of the following thickness with plain cement concrete1:2:4(OneCement,Two Crushed Stone Sand and Four aggregate) using 6 to12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trowel, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers)-Machine Mix 17 40mm Thick 18 Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 12mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used, curing etc. complete complying with standard specification and as directed by the departmental officers. 19 Plastering with Cement Mortar 1:3 (One Cement and Three PlasteringSand) 12mm thick mixed with water proofing compound conforming to BIS at 2% by weight of cement used including mortar plasticizer at 200ml per 50Kg of cement used, finsihing, curing, etc., complete in all floors complying with standard specification and as directed by the departmental officers. 20 Supplying Fabricating and fixing of M S GRILL for open court yard grill, grill work to doors, windows and ventilators with required size and angles including with necessary M.S. Channels, L angles, M.S. Plate as per the approved special designed including cost of materials and labour charges for cutting angle, welding charges including cost of welding rod conveyance charges at site of work including cost of one coat of red oxide primer etc., complete and as directed by the departmental officers. 21 Flooring with Self Designed Colour Ceramic Tiles of size 305 x 305 x 6mm size conforming to IS 15622laid over cement mortar bed of 20 mm thick in cement mortar 1:3 (One Cement and Three crushed stone Sand) with required Cement Slurry and Mortar Plasticizer including cutting the tiles to the required size with special cutter wherever necessary, laying in position and pointing with Water Resistant Tile Epoxy Groutat the rate of 0.27 Kg. / sq.m. etc., complete complying with standard specification and as directed by the departmental officers.(The make and brand of the tiles should be got approved by Executive Engineer before use on works) 22 Paving the floor with best quality Double charged Vertified tiles 600 x 600 x 8mm conformingIS 15622 with water absorbtion less than 0.08%of approved colour and shade laid over cement mortar bed of 20mm thick in cement mortar 1:3 (one cement and three crushed stone sand) with required Cement Slurry and Mortar Plasticizer in all floors and the top pointed with Water Resistant Tile Epoxy Grout etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by Executive Engineer before use on works) 23 Paving the floor with best approved qualitys Fine Polished Granite Slab of size 1200 x 600 of 18 / 20mm thick of JET BLACK and Variety with machine cut edges laid over a cement mortar bed of 20mm thick using cement mortar 1:3 (One cement and three crushed stonesand) with required Cement Slurry and Mortar Plasticizer and laid in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments etc., complete complying with standard speicification and as directed by the departmental officers.(The granite stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work) 24 Dadooing with printed design colour glazed tiles of size 300 x 450 x 8mmconforming to IS 15622 of following sizes in Cement Mortar 1:2 (One Cement and Two crushed stone sand),10 thickwith Mortar Plasticizer and pointing the joints with Water Resistant Tile Epoxy Groutat the rate of 0.27 Kg. / sq.m. neatly in all floors, curing, etc., complete complying with standard specification and as directed by the departmental officers.(The make and brand of the tiles should be got approved by Executive Engineer before use on works) 25 supplying and fixing of Hollow pressed steel door frames for single leaf and double leaved door using pressed steel frame of size 105x60mm using mild sheet of 1.25mm thick (18gauge) special profile extruded section.The pressed steel frame shouldbe as per IS4351/1976.The rate in inclusive of hold fasts and provision to aldrip tower bolt hinges and lock plate etc,with one coat of zinc chnomate yellow primer and filling the inside hallow portion with cement concrete 1:2:4 using 20mm HBG stone jelly etc,complete complying with standard specificationand as directed by the departmental officers. 26 Supplying and fixing Medium Density Fibre board (SBG I) of exterior grade of following type with thickness conforming to IS 12406 / 2003 with necessary adhesive and C.P. screws, including fixing of aldrops, tower bolts, hinges and lock strike plates, putty, fevical, varnish for T.W. lipping with thinner colouring agent etc., The rate includes cost of materials and cost forfurniture fittings such as 3 nos SS 304 Grade Butt Hinges of size (125mm x 30mm),1 no Alu. aldrop 250 x 16mm, 2no Alu. tower bolt of 300x12mm and1 no Alu. tower bolt of 200x12mm, 2 Nos Alu.Handles, 1 no door stopper with rubber bush incase of Singleleaf door cost of labour charges for fixing in position etc., complete. All Aluminium furniture fittings are to be anodised with matt finish under electrically controlled condition in accordance with ISI specification 1868/1968 for anodic film thickness of not less than 15 microns,The rate is inclusive cost of fevical and fixing charges, transportation, loading, unloading and all other incidential charges, handling charges etc., complete complying with standard specification and as directed by the departmental officers - Single leaf.Type: Medium Desity Fibre (MDF) Board - Exterior Grade, bothsides pre-lamiated including external lipping with kilndried soft wood Thickness: 35mm thick 27 Supply & fixing of WPC (Wood Polymer Composite) Frame extruded with size 75mm x 50mm. The single core door made of rigid WPC compound with minimum Bulk Density of 900 KG/ Cub.Mt. & shore hardness of 55. Supply & fixing ofWPC door shutter, extruded as a single core board with rigid WPC compound with the thickness of 25mm (+/- 1mm) & minimum Bulk Density of 550 KG/ Cub.Mt. & shore hardness of 55. For the aesthetic appearance, the door shall be a printed digitally on one side of the shutter and the design is as decided by the Engineer in-Charge of the department. The WPC door shall be fixed onto the WPC frame with 3 Nos of 5” SS Hinges and the door shall have 2 towerbolt on one side and 1 towerbolt or aldrop on other side for locking system and 2 numbers of handle on the either side of the door shutter, all made of aluminium etc., complete complying with standard specifications and as directed by the departmental officers. 28 Renewing the broken GLASS PANESwith new 3mm thick pinned head glass panes including necessary T.W.beedings and labour for fixing in position with all necessary acessories etc., complete complying with standard specification as directed by the departmental officers. 29 Providing Cup-board Shutter with frame using termite / water proof plywood of 19mm thick over which laminated sheet of 0.8mm thick fixed inside the shutter and 1mm thick fixed in the outside of the shutter using adhesive along with necessary furniture fittings, such as, hydralic hinges, tower bolt, handles, multi purpose locks etc., as directed by the Departmental Officers. The design pattern, water proof plywood, laminate sheet and other materials should be got approved from the Executive Engineer befoe use on work. 30 Supplying and fixing in positon Indian Water Closet (Oriya type) of size 580 x 440mm white glazed earthern ware of approved quality and brand with P or S trap conforming to BIS with crushed stone sand cushion and forming flooring alround the closet using 40mm broken brick jelly in lime concrete 1:2:5 (One lime, Two crushed stone sandand Five brick jelly) 100mm thick and finishing the top to the required slope and including giving necessary connection to CI soil pipes (including the cost of 100mm dia CI pipe for a length of 600mm) by dismantling brick masonry wall / reinforced cement concrete roof / floor slab and making good the dismantled portion to the original condition with leakages etc., complete complying with standard specifications and as directed by the departmental officers.(The water closet should be got approved by the Executive Engineer before use on works). 31 Supplying and fixing in position white glazed European Water Closet of best quality and approved make with 100 mm P or S trap connecting with CI pipe of 100mm dia / PVC pipe of 110mm dia, double flapped rigid PVC black seat and seat cover with CP brass hinges including cost of white cement, cement for packing, spun yarn, teak wood plugs, brass screws, etc., including supplying and fixing 10 litres capacity PVC porcelin low level flushing tank with a pair of CI brackets, etc., complete with all fittings such as 15mm brass ball valve with polythene float with brass handle, union, coupling connected by means of 40mm white PVC flush hand using Indian adopter joint including all internal fittings such as 15mm brass connections, 15mm GM wheel valve, 15mm brass nipple (2 Nos.), 15mm nylon connection, TW plugs, screws and also giving necessary connection to the PVC pipe including cost of 600mm length of 110mm dia PVC pipe and painting the CI brackets with 2 coats of approved paint over one coat of red oxide primer, dismantling the masonry and re-doing the dismantled masonry to original condition etc. complete complying with standard specifications.(The EWC and flushing tank wiht all accessories should be got approved by the Executive Enginer before use on works) 32 Supplying, laying and jointing UPVC pipes of Class 6(having working pressure of 12.50 kg/sq.cm) conforming to IS 4985- 2000 of approved quality and best variety conforming to BIS of the following dia including cutting and fixing UPVC specials using UPVC adhesives (but excluding cost of such specials) in accordance with IS 7634-3 (2003)and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges upto 4 metre height above ground level, etc., complete complying with standard specifications.The PVC pipes shall be got approved by Executive Engineer before use on works -Externalwater supply- Above ground level. 33 40mm dia 34 32mm dia 35 25mm dia 36 20mm dia 37 Supplying and fixing in position the following UPVC Specials of following dia and approved quality and good variety excluding fixing charges but including necessary cutting and threading of UPVC pipes, jointing the UPVC specials and jointing the specials with pipe line using UPVC adhesives etc., complete complying with standard specification. (The UPVC specials should be got approved by the Executive Engineer concerned before use on works.) 38 40mm dia UNION 39 32mm dia UNION 40 25mm dia UNION 41 20mm dia UNION 42 40mm dia ELBOW 43 32mm dia ELBOW 44 25mm dia ELBOW 45 20mm dia ELBOW 46 40mm dia TEE 47 32mm dia TEE 48 25mm dia TEE 49 20mm dia TEE 50 40mmx32mm dia REDUCER 51 32mmx25mm dia REDUCER 52 25mmx20mm dia REDUCER 53 20mmx15mm dia REDUCER 54 25mm dia HEX NIPPLE 55 Supplying and fixing in position first quality and approved variety of Gun metal Gate Valvewith BIS make of the following dia including cost of shellac, thread balls, etc., complete complying with standard specifications (for both internal and external water supply arrangements).The valves to be used on work shall be got approved by the Executive Engineer before use on work. 56 40mm dia 57 32mm dia 58 25mm dia 59 Supplying and fixing in position best quality PVC soil / waste pipes of following dia having 6 kg / sq.cm. pressure BIS mark and providing leak proof joints using PVC adhesives including fixing to the wall with special PVC / MS clamp, teak wood plugs, brass screws, etc., and making connection to all sanitary fittings, dismantling masonry / RCC works wherever found necessary and making the good dismantled portion to the original condition, including testing for any leakages, etc., complete complying with standard specifications.(The PVC pipes should be got approved by the Executive Engineer before use on works). The rate for earth work excavation will be measured and paid separately in the cases where the pipe lines are proposed to laid below ground level 60 110mm dia 61 75mm dia 62 Supplying and fixing in position PVC specials of the following dia and types of approved quality confirming to BIS and providing leak proof joints including fixing to the walls and giving connection to the PVC soil stacks, dismantling the masonry or RCC works and re-doing the dismantled portion to original condition etc., complete complying with standard specifications. (The PVC specials should be got approved by the Executive Engineer before use on works). 63 110mm dia ELBOW 64 110mm dia TEE 65 110mm dia Y 66 75mm dia ELBOW 67 75mm dia TEE 68 75mm dia Y 69 Supplying and fixing position CI Nahani Trap / Floor Trap of the following sizes with best stainless steel gratings of approved brand and quality, fixed over a bed of brick jelly lime concrete 1:2:5 (One part of lime, two part of crushed stone sandand five part of 40mm gauge brick jelly) and finished with Cement Mortar 1:3 (One Cement, Three sand) including dismantling masonry works wherever found necessary and making good the dismantled portions to the original condition and giving connection to the CI / PVC pipes, etc., complete complying with standard specification. (The Nahani Trap should be got approved by the Executive Engineer before use on works) 70 CI Nahani Trap of size 100 x 75mm with stainless steel gratings 71 Supplying and fixing in position 15mm dia brass CP screw down tap / Pillar tap / Swan neck tap(heavy duty) of approved make conforming to BIS specifications and quality including cost of shellac, thread, etc., complete complying with standard specification and including cutting and threading wherever necessary.(Taps should be got approved by the Executive Engineer before use on the works) 72 CP Screw Down Tap 73 Swan Neck Tap 74 CP Two Way Bib Cock with Health Faucet 75 CP Angle Cock Tap 76 SS Heavy Duty Long Body Tap 77 Supplying and fixing in positionStainless Steel Health Faucet of approved make conforming to BIS specifications and quality including cost of shellac, thread, etc., complete complying with standard specification and including cutting and threading wherever necessary.(Taps should be got approved by the Executive Engineer before use on the work) 78 Supplying and fixing in position CP shower rose with CP stop cock arrangement of size 15mm dia inlet and 100mm outlet to the pipe line with necessary cutting, threading and jointing using shellac etc., complete complying with standard specification and as directed by the departmental officers (The CP shower rose should be got approved by the Executive Engineer before use on works). 79 Supplying and fixing in position Indian make bevelled edge Special Type Mirror of size 1000 x 780mmof approved quality and brand PVC / Fibre Glass framed 5.5mm thick mirror of following size , Shelf type with hard board backing of approved colour fixed with brass screws, rawl plug, etc., complete complying with standard specification. (The mirror should be got approved by the Executive Engineer before use on woks) 80 Painting Old wood work with Two coat of synthetic enamel ready mixed paint of approved quality and colour in all floors etc., complete complying with standard specification and as directed by the departmental officers. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) 81 Painting New Wood work with two finishing coats of synthetic enamel ready mixed paint of approved quality and colour over one coat priming coat in all floors including the cost of primer etc., complete complying with standard specification and as directed by the departmental officers. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) 82 Painting Old iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with One coats of best approved first quality and colour of synthetic enamel paint in all floors etc., complete complying with standard specification and as directed by the departmental officers. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) 83 Painting New Iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors excluding cost of priming coat etc., complete complying with standard specification and as directed by the departmental officers. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) 84 Painting Old Plastered Wall Surface with Two finishing coats ofready mixed (Emulsion) of approved quality and colour overthe existing wall in all floors etc., complete complying with standard specification and as directed by the departmental officers. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) 85 Painting Old Plastered Wall Surface with Two finishing coats of weather proof Exterior Emulsion paint of approved quality and colour overthe existing wall in all floors etc., complete complying with standard specification and as directed by the departmental officers. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) 86 Supplying and fixing of PVC ready made WATER TANK of1000 Litre capacity of best and approved quality with ISI specification and having inlet,outlet, overflow and clearing pipe arrangements and labour charges for fixing in position with all necessary accessories and transporting at site of work including necessary brick work conveyance loading, unloading labour for fixing etc., complete complying as directed by the departmental officers. 87 Construction of INSPECTION CHAMBER following clear sizes including earth work excavation, CC 1:5:10 of 10 cm thick and brick work in Cement Mortar 1:5 [One cement and Five sand] using best quality of Fly ash Brick of 23x23x7cm size with Class designation of 7.5 and Plastering with Cement Mortar 1:3 [One Cement and Three Plastering Sand] 12 mm thick to inner and outer sides and wearing coat 1:3:6 [One Cement, Three crushed stone sand and Six Aggregate] 15 cm thick and covered with precast slab 5 cm thick etc., complete complying as directed by the departmental officers as per standard specification. 88 Clear Size 0.60mx0.60m 89 Manufacturing, supplying and fixing Precast Reinforced Cement Concrete slabs of following thickness in RCC 1:2:4 (one cement, two crushed stone sand and four aggregates), using following HBGS jelly excluding cost of reinforcement steel in position but including cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed by the departmental officers. 90 50mm thick slab (using 20mm HBGS Jelly) 91 Providing two legged scaffolding using 15cm diameter blue-gum posts or casuarina posts of best quality bamboo posts of 4m over all length (3m+0.5m projection+0.5m into the ground) the distance between the two rows being 1.25m and the spacing of posts being 2m in both the rows with two horizontal posts with 0.5m overlap on either side and braces at2m c/c including longitudinal and transverse middle braces to step up and providing a platform withcountry wood planks of 40mm thick and 1m width etc.,in a complete form using coir and nails 1m run. -upto 13.50m Height. 92 Providing Anti-Termite Treatment to the existing floors, walls by spraying and application of chemicals of IS 6313 to suit the necessity of work and also injecting anti termite chemicals in wall surface and repacking the same with necessary grout. (Measurements taken for the application area for the purpose of payment) including breaking of termit mounds, and including cost of chemicals, labour charges transport and storing etc., complete. 93 Supplying and erecting in position of 50 liters capacity Industrial Model Reverse Osmosis Water-cum Purifier to deliver Potable Water with World Health Organisation (WHO) Standards with following accessories. (a) MS Skid - 1 No.(b) Media 11054 No. Vessel with 20 nb Multiport Valve (with Media Pubble and Fine Sand and Activated Carbon Filling) set (c) Feed Pump 0.50 HP – 1 No. (d) Vertical Pump 2-9, 2.00 HP / Single Phase – 1 No. (e) Membrane 40 x 40 filmtech (or) equilaents / Osmonic (USA) - 1 No. and Membrane Pressure Vessel 40 x 40 -1 No. & Pressure Gauge - 2 Nos. (f) Flow Meter - 1 No. 20 Filter with Housing - 1 No., Low Pressure Switch - 1 No., Level Switch - 1 No. & Necessary CPVC Pipes and Fittings. The system shall be provide with Two Panel Control System with necessary Stainless Valves and Fittings and Float Control etc.The rate should be inclusive of all civil works, wherever necessary to install the System in position and intact.
Contract Date: Nov 03, 2025 Contract Value : ₹ 77.57 Lakh
Government Departments No of Bidders 3
Tamil Nadu View Result →
41.
Housing Urban and Rular Development #8534146 AOC
Tender For Strengthening Of Rrdca-Krishi Vigan Kendra-Ii, Sitapur (U.P.) - Strengthening of RRDCA-Krishi Vigan Kendra-II, Sitapur (U.P.) 2 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 3 All kinds of soil. 4 Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth 5 1:4:8 (1Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) 6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 7 250 mm dia. R.C.C. pipe 8 Dag Belling 15c.m. (6) Deep in one line aligned with flag and jhandies as directed by Engineer -in-charge 9 cost of plantation around plant 10 Site Information and Board 11 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 12 All kinds of soil 13 Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth 14 1:4:8 (1Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) 15 Providing and laying in position specified grade of reinforced cement concrete,excludingthecostofcentering,shuttering,finishingand reinforcement - All work up to plinth level : 16 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 17 Reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor fivelevel,excludingcost of centering,shuttering, finishingand reinforcement: 18 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 19 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 20 Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level. 21 Thermo-Mechanically Treatedbars of gradeFe-500D or more. 22 Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level. 23 Thermo-Mechanically Treatedbars of gradeFe-500D or more. 24 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif. 25 AS PER EXCAVATION QTY 26 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 28 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 29 Treatmentofsoilunderexistingfloorsusingchemical emulsion © one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement: 2 Coarse sand) to match the existing floor: 30 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 31 Centering and shuttering including strutting, propping etc. and removal of form for 32 Foundations,footings,basesof columns,etc.formass concrete 33 Lintels,beams,plinthbeams,girders,bressumersand cantilevers 34 Columns, Pillars, Piers, Abutments, Posts and Struts 35 Suspended floors,roofs,landings,balconies and access platform 36 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 37 Cement mortar 1:6(1 cement :6 coarse sand) 38 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 39 Cement mortar 1:6(1 cement : 6 coarse sand) 40 6 mm cement plaster of mix: 41 1:3(1 cement :3 fine sand) 42 12 mm cement plaster of mix: 43 1:6 (1 cement: 6 coarse sand) 44 15 mm cement plaster on rough side of single or half brick wall of mix: 45 1:6(1 cement: 6 coarse sand) 46 Colour washing such as green, blue or buf to give an even shade: 47 New work (two or more coats) witha base coat of white washing with lime 48 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour: 49 New work(twoormorecoats)over andincludingwater thinnable priming coat with cement primer having VOC content less than 50 gram/litre 50 Finishing walls with water proofing cement paint of required shade: 51 New work (Two or more coats applied @ 3.84 kg/10 sqm) 52 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 53 Cement concrete flooring 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 54 40 mm thick with 20 mm nominal size stone aggregate 55 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement: 3 coarse sand), finished with a floating coat of neat cement. 56 18 mm thick 57 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 58 Electric resistance or induction butt welded tubes 59 Providing and fixing precoated galvanised iron profile sheets (size, shape andpitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet shallbe fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 60 Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 61 Ridges plain (500- 600mm) 62 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 63 Ingratings,frames,guardbar,ladder,railings,brackets, gates and similar works 64 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 65 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 66 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, bufing, polishing andmakingcurvature(wherever required)andfittingthesame with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 67 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with: 68 4.0 mm thick glass panes 69 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking withpushandpull operationcomplete,including thecost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 70 80x1.25 mm M.S. laths with 1.25 mm thick top cover 71 Providing and fixing ball bearing for rolling shutters. 72 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 73 All kinds of soil 74 Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth 75 1:4:8 (1Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) 76 Providing and laying in position specified grade of reinforced cement concrete,excludingthecostofcentering,shuttering,finishingand reinforcement - All work up to plinth level : 77 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 78 Reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor fivelevel,excludingcost of centering,shuttering, finishingand reinforcement: 79 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 80 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 81 Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level. 82 Thermo-Mechanically Treatedbars of gradeFe-500D or more. 83 Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level. 84 Thermo-Mechanically Treatedbars of gradeFe-500D or more. 85 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif. 86 AS PER EXCAVATION QTY 87 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 88 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 89 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 90 Treatmentofsoilunderexistingfloorsusingchemical emulsion © one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement: 2 Coarse sand) to match the existing floor: 91 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 92 Centering and shuttering including strutting, propping etc. and removal of form for 93 Foundations,footings,basesof columns,etc.formass concrete 94 Lintels,beams,plinthbeams,girders,bressumersand cantilevers 95 Columns, Pillars, Piers, Abutments, Posts and Struts 96 Suspended floors,roofs,landings,balconies and access platform 97 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 98 Cement mortar 1:6(1 cement :6 coarse sand) 99 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 100 Cement mortar 1:6(1 cement : 6 coarse sand) 101 6 mm cement plaster of mix: 102 1:3(1 cement :3 fine sand) 103 12 mm cement plaster of mix: 104 1:6 (1 cement: 6 coarse sand) 105 15 mm cement plaster on rough side of single or half brick wall of mix: 106 1:6(1 cement: 6 coarse sand) 107 Colour washing such as green, blue or buf to give an even shade: 108 New work (two or more coats) witha base coat of white washing with lime 109 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour: 110 New work(twoormorecoats)over andincludingwater thinnable priming coat with cement primer having VOC content less than 50 gram/litre 111 Finishing walls with water proofing cement paint of required shade: 112 New work (Two or more coats applied @ 3.84 kg/10 sqm) 113 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 114 Cement concrete flooring 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 115 40 mm thick with 20 mm nominal size stone aggregate 116 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement: 3 coarse sand), finished with a floating coat of neat cement. 117 18 mm thick 118 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 119 Ingratings,frames,guardbar,ladder,railings,brackets, gates and similar works 120 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 121 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 122 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with: 123 4.0 mm thick glass panes 124 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking withpushandpull operationcomplete,including thecost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 125 80x1.25 mm M.S. laths with 1.25 mm thick top cover 126 Providing and fixing ball bearing for rolling shutters. 127 Providing and fixing ISI marked flush door shutters conforming to IS : 2202(PartI)non-decorative type,core of blockboardconstruction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 128 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 129 Providing and fixing T-iron frames for doors, windows and ventilators of mildsteel Tee-sections, jointsmitredandwelded,includingfixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 130 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C.1:3:6 (1Cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size). 131 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 132 Twin rubber stopper 133 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 134 250x10 mm 135 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 136 300x16 mm 137 250x16 mm 138 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 139 125 mm 140 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 141 All kinds of soil 142 Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth 143 1:4:8 (1Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) 144 All kinds of soil. 145 Providing and laying in position specified grade of reinforced cement concrete,excludingthecostofcentering,shuttering,finishingand reinforcement - All work up to plinth level : 146 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 147 Reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor fivelevel,excludingcost of centering,shuttering, finishingand reinforcement: 148 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 149 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 150 Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level. 151 Thermo-Mechanically Treatedbars of gradeFe-500D or more. 152 Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level. 153 Thermo-Mechanically Treatedbars of gradeFe-500D or more. 154 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 155 AS PER EXCAVATION QTY 156 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 157 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 158 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 159 Treatmentofsoilunderexistingfloorsusingchemical emulsion © one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement: 2 Coarse sand) to match the existing floor: 160 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 161 Centering and shuttering including strutting, propping etc. and removal of form for 162 Foundations,footings,basesof columns,etc.formass concrete 163 Lintels,beams,plinthbeams,girders,bressumersand cantilevers 164 Columns, Pillars, Piers, Abutments, Posts and Struts 165 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 166 Cement mortar 1:6(1 cement :6 coarse sand) 167 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 168 Cement mortar 1:6(1 cement : 6 coarse sand) 169 6 mm cement plaster of mix: 170 1:3(1 cement :3 fine sand) 171 12 mm cement plaster of mix: 172 1:6 (1 cement: 6 coarse sand) 173 15 mm cement plaster on rough side of single or half brick wall of mix: 174 1:6(1 cement: 6 coarse sand) 175 Colour washing such as green, blue or buf to give an even shade: 176 New work (two or more coats) witha base coat of white washing with lime 177 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour: 178 New work(twoormorecoats)over andincludingwater thinnable priming coat with cement primer having VOC content less than 50 gram/litre 179 Finishing walls with water proofing cement paint of required shade: 180 New work (Two or more coats applied @ 3.84 kg/10 sqm) 181 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 182 Cement concrete flooring 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 183 40 mm thick with 20 mm nominal size stone aggregate 184 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 185 Electric resistance or induction butt welded tubes 186 Providing and fixing precoated galvanised iron profile sheets (size, shape andpitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet shallbe fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 187 Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 188 Ridges plain (500- 600mm) 189 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 190 Ingratings,frames,guardbar,ladder,railings,brackets, gates and similar works 191 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 192 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 193 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, bufing, polishing andmakingcurvature(wherever required)andfittingthesame with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 194 Earth work in surface excavationnot exceeding 30 cm in depthbut exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lif upto 1.5 m, as directed by Engineer-in- Charge: 195 All kinds of soil 196 Extraforcompactionofearthworkinembankmentunderoptimum moisture conditions to give at least 95% of the maximum dry density (proctor density). 197 Supplying and stacking at site. 198 Good earth 199 Supplying and stacking at site. 200 90 mm to 45 mm size stone aggregate 201 63 mm to 45 mm size stone aggregate 202 53 mm to 22.4 mm size stone aggregate 203 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . 204 Construction of dry lean cement concrete sub base over a prepared sub- grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. 205 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. 206 Cement concrete prepared with batch mixing machine 207 Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) 208 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 209 All kinds of soil. 210 Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth 211 1:4:8 (1Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) 212 All kinds of soil. 213 Providing and laying in position specified grade of reinforced cement concrete,excludingthecostofcentering,shuttering,finishingand reinforcement - All work up to plinth level : 214 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 215 Reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor fivelevel,excludingcost of centering,shuttering, finishingand reinforcement: 216 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 217 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 218 Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level. 219 Thermo-Mechanically Treatedbars of gradeFe-500D or more. 220 Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level. 221 Thermo-Mechanically Treatedbars of gradeFe-500D or more. 222 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif. 223 AS PER EXCAVATION QTY 224 Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. 225 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 226 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 227 Treatmentofsoilunderexistingfloorsusingchemical emulsion © one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement: 2 Coarse sand) to match the existing floor: 228 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration 229 Centering and shuttering including strutting, propping etc. and removal of form for 230 Foundations,footings,basesof columns,etc.formass concrete 231 Lintels,beams,plinthbeams,girders,bressumersand cantilevers 232 Columns, Pillars, Piers, Abutments, Posts and Struts 233 Suspended floors,roofs,landings,balconies and access platform 234 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 235 Cement mortar 1:6(1 cement :6 coarse sand) 236 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 237 Cement mortar 1:6(1 cement : 6 coarse sand) 238 6 mm cement plaster of mix: 239 1:3(1 cement :3 fine sand) 240 12 mm cement plaster of mix: 241 1:6 (1 cement: 6 coarse sand) 242 15 mm cement plaster on rough side of single or half brick wall of mix: 243 1:6(1 cement: 6 coarse sand) 244 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 245 Colour washing such as green, blue or buf to give an even shade: 246 New work (two or more coats) witha base coat of white washing with lime 247 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour: 248 New work(twoormorecoats)over andincludingwater thinnable priming coat with cement primer having VOC content less than 50 gram/litre 249 Finishing walls with water proofing cement paint of required shade: 250 New work (Two or more coats applied @ 3.84 kg/10 sqm) 251 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 252 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 253 Ingratings,frames,guardbar,ladder,railings,brackets, gates and similar works 254 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: 255 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 256 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, bufing, polishing andmakingcurvature(wherever required)andfittingthesame with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 257 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with: 258 4.0 mm thick glass panes 259 Providing and fixing ISI marked flush door shutters conforming to IS : 2202(PartI)non-decorative type,core of blockboardconstruction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 260 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 261 Providing and fixing T-iron frames for doors, windows and ventilators of mildsteel Tee-sections, jointsmitredandwelded,includingfixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 262 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C.1:3:6 (1Cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size). 263 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. 264 Twin rubber stopper 265 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 266 250x10 mm 267 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 268 300x16 mm 269 250x16 mm 270 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 271 125 mm 272 Providing and laying vitrified floor tiles in diferent sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 273 Size of Tile 600x600 mm 274 ProvidingandlayingVitrifiedtilesindiferent sizes (thickness tobe specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. 275 Size of Tile 600x600 mm 276 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 277 25 mm thick 278 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 279 Providingandfixing 18mmthickgangsawcut,mirrorpolished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters,window sills,facias andsimilar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. 280 Granite stone slab of colour black, Cherry/Ruby red 281 Area of slab over 0.50 sqm 282 Providing andlayingCeramic glazed floor tiles of size 300x300mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement :4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 283 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3(1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 284 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 285 All kinds of soil. 286 1:4:8 (1Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) 287 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 288 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 289 Cement mortar 1:6(1 cement :6 coarse sand) 290 Drybrickonedgeflooringinrequiredpatternwithbricksof class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. 291 12 mm cement plaster of mix: 292 1:4(1 cement: 4 coarse sand) 293 Finishing walls with water proofing cement paint of required shade: 294 New work (Two or more coats applied @ 3.84 kg/10 sqm) 295 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVCinsulatedcopperconductorsinglecorecableinsurface/recessedmedium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 296 Group C 297 Wiring for One light point controlled by 10A SP MCB with 2x1.5 and earthing with 1.5 sq mm PVC insulated copper coductor earth wire in surface/recessed medium class PVC conduit etc. as required.(without cost of sp mcb) 298 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. 299 2 X 2.5 sq. mm + 1 X 1.5 sq. mm earth wire 300 Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 2 core 6 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL 301 Supplying and fixing suitable size GI box with modular plate and cover in front on surfaceorinrecess,includingprovidingandfixing6pin5/6&15/16Amodular socket outlet and 15/16 A modular switch, connections etc. as required. 302 Wiring for group controlled (looped) light point/fan point/exhaust fan/point (without independent switch etc.) with 1.5 sq. mm PRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc as required. 303 Group C 304 Supplyingandfixingfollowingway,horizontaltypesinglepoleandneutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper busbar,neutralbusbar,earthbar,dinbar,interconnections,powderpainted including earthing etc. as required. (But without MCB/RCCB/ Isolator) 305 12 WayDouble Door 306 Supplyingandfixingfollowingrating, duble pole, (Single phae and neutral), 240V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 307 25A 308 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 309 Single Pole 310 Doble Pole 311 SupplyingandfixingfollowingSizesofmediumclassPVCconduitalongwith accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 312 25mm 313 32mm 314 Supplying and erecting integrated LED flood light fitting Max. 30W IP65 & IK07 class having pressure die-cast aluminium housing, having system lumens output of Min. 3000 Lumens, min. efficacy of 100 lumen/W, CRI>70, CCT upto 6500K, THD<10%, p.f. >0.90, operating range of 140-270V, inbuilt surge protection of 4 kV, Life class of 50,000 Hrs. at L70B50, including driver with U shaped bracket with 3 Years warranty 315 Supplying and erecting integrated LED Highbay Fitting 100W IP65 & IK08 class having die cast aluminium housing with polycarbonate diffuser with integrated optics, having system lumens output of Min.10000 Lumens, min. efficacy of 145 lumen/W, CRI>70, CCT upto 6500K, THD<10%, p.f. >0.90, operating range of 140-240V, inbuilt surge protection of 4 kV, Life class of 50,000 Hrs. at L50B50 , including driver complete with 3 Year warranty 316 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVCinsulatedcopperconductorsinglecorecableinsurface/recessedmedium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 317 Group C 318 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. 319 2 X 2.5 sq. mm + 1 X 1.5 sq. mm earth wire 320 2 X 4 sq. mm + 1 X 2.5 sq. mm earth wire 321 Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 2 core 6 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL 322 Supplying, fixing two module stepped typr electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required 323 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A Modular socket outlet and 5/6 A modular switch, connections etc. as required. 324 Supplying and fixing suitable size GI box with modular plate and cover in front on surfaceorinrecess,includingprovidingandfixing6pin5/6&15/16Amodular socket outlet and 15/16 A modular switch, connections etc. as required. 325 Wiring for group controlled (looped) light point/fan point/exhaust fan/point (without independent switch etc.) with 1.5 sq. mm PRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc as required. 326 Group C 327 Supplying andfixing 5A to 32A rating, 240/415, 10kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 328 Doble Pole 329 Triple Pole and Neutral 330 Supplying andfixing followingway, surface/recess mountingvertical type415 V, TPN MCB distribution board of steel dust protected duly powder painted, inclisive of 200A tinned copper bus bar, common netural link, earth bar, din bar, for mounting MCBs (but without MCBs and incomer) as required 331 4 Way (4+12), Double Door 332 Supplyingandfixingfollowingway,horizontaltypesinglepoleandneutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper busbar,neutralbusbar,earthbar,dinbar,interconnections,powderpainted including earthing etc. as required. (But without MCB/RCCB/ Isolator) 333 6 WayDouble Door 334 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 335 Single pole 336 Doble Pole 337 SupplyingandfixingfollowingSizesofmediumclassPVCconduitalongwith accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 338 25mm 339 32mm 340 Supplying and erecting LED circular 12 W downlighterhaving pressure die-cast aluminium housing, polystyrene diffuser having system lumens output of Min. 1200 Lumens, min. efficacy of 110 lumen/W, CRI>80, CCT upto 6500K, Beam Angle of 120 deg., max. ripple of 5%, THD<10%, p.f. >0.95, operating range of 120-270V, surge protection of 2.5 kV, Life class of 50,000 Hrs. at L70B50, including driver, having mounting arrangement with board for surface type or spring loaded mounting clips complete with 3 years warranty. 341 Supplying & erecting inverter LED batten 20W tube light fitting with polycarbonate housing, heat sink, integrated HF electronic driver, Min. 2600 mAh Lithium ion Battery with charging time of 8-10 Hours and backup time of Min. 3 hrs. with minimum 25% of initial Watts having luminous efficacy of 100 lumen/watt, CRI>80, CCT of 6500K and THD<=20% having useful life of minimum 25000 hrs. with overheating protection with 2 years warranty.. 342 Supplying, erection and testing of approved make electric Ceiling fan of double ball bearing complete with standard down rod, canopy, hanging shackle, Aluminium blades, without regulator, A.C. 230-250 volts including connections with all necessary material complete of approved as required confirming to IS :374/2019 with upto date amendments. 343 Ceiling Fan (ISI marked)-1200 mm Sweep, with minimum air delivery 210 m³/min and service value ≥ 4.00 as per BEE. 344 Supply of Solar integral AIO (All-in-One) streetlight with high pressure die-cast (LM6 Alloy) Aluminium housing, reliable & robust construction with IP65 & IK08 protection, suitable for OD 50/60mm bracket, having Min 4500 system lumens, suitable for 24hrs (2 Nights) Autonomy. The luminaire should work on Hybrid mode with priority for solar, in case solar charging is not available then it should automatically switch to AC grid supply for reliable operation. Dimming Profile: From Dusk – First 04 hours full brightness level • Next fixed at 30% Brightness level • Lithium Pherrophosphate Battery capacity min [email protected] or 256Wh & Battery Temp range -10 to +50℃. Panel capacity min 60Wp, CRI >=70, System Efficacy >150lm/W, & system wattage should not be more than 60W ± 2%, if wattages increases then the size of battery & panel shall also be increased in similar percentage to maintain equal autonomy of the system. The fixture should have designed for street light application & should have flexible angle of mounting from 0-15 Degree for divers geographical condition. Life class of LED System 50000hrs@L70. CE Certified, charger efficiency >90% and standards IEC62109-1, IEC61547, CISPR15, IEC62093, IEC61347-2-13, EN50530, IEC62384 or equivalent BIS Standards. The PV module should be made up of crystalline silicon solar cells Mono-Crystalline and must have a certificate of testing conforming to IEC 61215 Edition II / BIS 14286 & IEC 61730-1,2 IEC60598, Operating temp -10 Degree C to 50 Degree C, certifying above given parameters all reports shall be from In-house NABL or IECQ or any international accredited Laboratory. 345 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVCinsulatedcopperconductorsinglecorecableinsurface/recessedmedium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 346 Group C 347 Wiring for One light point controlled by 10A SP MCB with 2x1.5 and earthing with 1.5 sq mm PVC insulated copper coductor earth wire in surface/recessed medium class PVC conduit etc. as required.(without cost of sp mcb) 348 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. 349 2 X 2.5 sq. mm + 1 X 1.5 sq. mm earth wire 350 2 X 4 sq. mm + 1 X 2.5 sq. mm earth wire 351 Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 2 core 6 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL 352 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A Modular socket outlet and 5/6 A modular switch, connections etc. as required. 353 Supplying and fixing suitable size GI box with modular plate and cover in front on surfaceorinrecess,includingprovidingandfixing6pin5/6&15/16Amodular socket outlet and 15/16 A modular switch, connections etc. as required. 354 Wiring for group controlled (looped) light point/fan point/exhaust fan/point (without independent switch etc.) with 1.5 sq. mm PRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc as required. 355 Group C 356 Supplyingandfixingfollowingway,horizontaltypesinglepoleandneutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper busbar,neutralbusbar,earthbar,dinbar,interconnections,powderpainted including earthing etc. as required. (But without MCB/RCCB/ Isolator) 357 12 WayDouble Door 358 Supplyingandfixingfollowingrating, duble pole, (Single phae and neutral), 240V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 359 40A 360 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 361 Single pole 362 Duble Pole 363 SupplyingandfixingfollowingSizesofmediumclassPVCconduitalongwith accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 364 25mm 365 32mm 366 Supplying and erecting integrated LED flood light fitting Max. 30W IP65 & IK07 class having pressure die-cast aluminium housing, having system lumens output of Min. 3000 Lumens, min. efficacy of 100 lumen/W, CRI>70, CCT upto 6500K, THD<10%, p.f. >0.90, operating range of 140-270V, inbuilt surge protection of 4 kV, Life class of 50,000 Hrs. at L70B50, including driver with U shaped bracket with 3 Years warranty 367 Supplying and erecting integrated LED Highbay Fitting 100W IP65 & IK08 class having die cast aluminium housing with polycarbonate diffuser with integrated optics, having system lumens output of Min.10000 Lumens, min. efficacy of 145 lumen/W, CRI>70, CCT upto 6500K, THD<10%, p.f. >0.90, operating range of 140-240V, inbuilt surge protection of 4 kV, Life class of 50,000 Hrs. at L50B50 , including driver complete with 3 Year warranty 368 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 369 110 mm diametre 370 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 371 Coupler 372 110 mm 373 Single tee with door 374 110x110x110 mm 375 Bend 87.5° 376 110 mm bend 377 Shoe (Plain) 378 110mm Shoe 379 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 380 110mm 381 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams. 382 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 383 150 mm dia. R.C.C. pipe 384 250 mm dia. R.C.C. pipe 385 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 386 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 387 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 388 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : 389 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 390 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 391 All kinds of soil 392 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 393 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 394 150 mm diameter S.W. pipe 395 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVCinsulatedcopperconductorsinglecorecableinsurface/recessedmedium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 396 Group C 397 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required. 398 2 X 2.5 sq. mm + 1 X 1.5 sq. mm earth wire 399 2 X 4 sq. mm + 1 X 2.5 sq. mm earth wire 400 Supplying and erecting mains with 2x6 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places 401 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 402 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A Modular socket outlet and 5/6 A modular switch, connections etc. as required. 403 Supplying and fixing suitable size GI box with modular plate and cover in front on surfaceorinrecess,includingprovidingandfixing6pin5/6&15/16Amodular socket outlet and 15/16 A modular switch, connections etc. as required. 404 Supplying and fixing suitable size GI box with modular front on surface or in recess,includingprovidingandfixing 25A modular socket outlet and 25A modular SP MCB, C curve including connections, painting etc. as required. 405 Wiring for group controlled (looped) light point/fan point/exhaust fan/point (without independent switch etc.) with 1.5 sq. mm PRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc as required. 406 Group C 407 Supplyingandfixingfollowingway,horizontaltypethree poleandneutral,sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper busbar,neutralbusbar,earthbar,dinbarinterconnections,powderpainted including earthing etc. as required. (But without MCB/RCCB/ Isolator) 408 8 WayDouble Door 409 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 410 Single pole 411 Supply and fixing of ISI marked and accepted standard of miniature circuit breaker (MCB) of C series with short circuit indication, suitable for 240/415 Volts,50 Cycle, 10 kA/15 kA Value AC supply conforming to IS : 8828 : 1996, IEC : 60898 :2002 & 60947-2 but without enclosures :- 412 MCB FP 40A 413 Supplying and fixing following rating, four pole, (three phase and netural), 415 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 414 40A 415 SupplyingandfixingfollowingSizesofmediumclassPVCconduitalongwith accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required 416 20mm 417 25mm 418 32mm 419 Supply and fixing 8W Led tube rod comprising of LED tube with non-integral/integral driver, upto 6500K color temp having 40000 burning hrs life with minimum @ L 70, system lumen output should be minimumwith systemefficacy> 100lm/Watt. LED driver PF> 0.95 & THD < 20%. The colour rendering index of LED light should bemore than 70. 420 Supplying and erecting LED circular Max. 15 W down lighter/Panel Light having pressure die-cast aluminium housing, polystyrene diffuser having system lumens output of Min. 1500 Lumens, min. efficacy of 110 lumen/W, CRI>80, CCT upto 6500K, Beam Angle of 120 deg., max. ripple of 5%, THD<10%, p.f. >0.95, operating range of 120-270V, surge protection of 2.5 kV, Life class of 50,000 Hrs. at L70B50, including driver, having mounting arrangement with board for surface type or spring loaded mounting clips complete with 3 years warranty. 421 Supplying and erecting LED circular Max. 8W down lighter/ Panel Light having pressure die-cast aluminium housing, polystyrene diffuser having system lumens output of Min. 770 Lumens, min. efficacy of 110 lumen/W, CRI>80, CCT upto 6500K, Beam Angle of 120 deg., max. ripple of 5%, THD<10%, p.f. >0.95, operating range of 120-270V, surge protection of 2.5 kV, Life class of 50,000 Hrs. at L70B50, including driver, having mounting arrangementwith board for surface type or spring loaded mounting clips complete with 3 years warranty. 422 Supplying and erecting bulk head LED fitting max. 10W with high transitivity diffuser with system lumens output of min. 1100 lumens, min. efficacy of 110 lumen/W, CRI>80, CCT upto 6500K, Beam Angle of 120 deg., THD<10%, p.f. >0.95, operating range of 140-260V, in built surge protection of 2.5 kV, Life class of 50,000 Hrs. at L70B50, including driver, IP66, IK09 rated on provided PVC Block / wooden board with 3 years warranty. 423 Supplying and erecting LED Panel Light(600mm X 600mm) Max. 36 W having CRCA powder coated housing, polystyrene diffuser having system lumens output of Min 4200 Lumens, min. efficacy of 120 lumen/W, CRI>80, CCT upto 6500K, Beam Angle of 120 deg., max. ripple of 5%, THD<10%, p.f. >0.95, operating range of 120-270V, surge protection of 2.5 kV, Life class of 50,000 Hrs. at L70B50 including driver, having mounting arrangement with board for surface type or spring loaded mounting clips complete with 3 years warranty. 424 Supplying, erection and testing of approved make electric Ceiling fan of double ball bearing complete with standard down rod, canopy, hanging shackle, Aluminium blades, without regulator, A.C. 230-250 volts including connections with all necessary materialcomplete of approved as required confirming to IS :374/2019 with upto date amendments. 425 Ceiling Fan (ISI marked)-1200 mm Sweep, with minimum air delivery 210 m³/min and service value ≥ 4.00 as per BEE. 426 Supply and installation of heavy duty type exhaust fans of following size sweep with gravity louvers shutters including all accessories/installation materials required make GEC, Crompton./havels 427 305 mm sweep 1400 rpm 428 Providing and fixing Carbon-di-oxide fire extinguishers consisting of welded M.S cylindrical body, squeeze lever discharge valve fitted with internal discharge tube, 30cms long high pressure discharge hose, dischargenozzle, suspension bracket, confirming to IS: 15683 finished externally with redenamelpaint andfixed towall with brackets with rawl plug/dash fasteners complete with internal charge. Capacity 6.5 kg. ISI Marked.( Contractor should submit test certificate form manufacturer along with serial number of every extinguishers supplied.) 429 Providing and fixing ABC powder type fire extinguishers consisting of welded M.S. cylindrical body automatic modular ABC powder type extinguisher actuated through a sprinkler head mounted on The extinguisher body finished externally with red enamel paint and fixed to ceiling with brackets complete with internal charge. 430 Capacity 9 Kg.(IS:15683) 431 Providing and fixing Fire Bucket, round bottom made of G.I.sheet 9-11 Ltr. Capacity duty painted as per fire brigate design, supported on hanging bracket chained and locked, initially filling with fine river sand, water as per directions of Engineer-in- Charge. 432 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls andfloors wherever required: 433 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 434 Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. 435 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- 436 (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 437 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 438 15 mm nominal bore 439 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 440 Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. 441 15 mm nominal bore with 45 cm length 442 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineerin- charge. 443 Providing and fixing toilet paper holder : 444 C.P. brass 445 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 446 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 447 Providing and fixing soil, waste and vent pipes : 448 100 mm dia 449 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 450 75 mm diametre : 451 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 452 Providing and fixing plain bend of required degree. 453 100 mm dia 454 Hubless centrifugally cast (spun) ironpipes epoxy coated inside & outside IS:15905 455 75 mm dia 456 Hubless centrifugally cast (spun) ironpipes epoxy coated inside & outside IS:15905 457 Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe 458 100 mm dia 459 SS 304 grade coupling with EPDM rubber gasket 460 75 mm dia 461 SS 304 grade coupling with EPDM rubber gasket 462 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 463 100 mm inlet and 100 mm outlet 464 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 465 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 466 110 mm diametre 467 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 468 Coupler 469 110 mm 470 Single tee with door 471 110x110x110 mm 472 Bend 87.5° 473 110 mm bend 474 Shoe (Plain) 475 110mm Shoe 476 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 477 110mm 478 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams. 479 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 480 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Inernal work - Exposed on wall 481 20 mm nominal outer dia Pipes 482 25 mm nominal outer dia Pipes 483 32 mm nominal outer dia Pipes 484 40 mm nominal outer dia Pipes 485 50 mm nominal outer dia Pipes 486 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 487 20 mm nominal outer dia Pipes 488 25 mm nominal outer dia Pipes 489 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall 490 25 mm dia nominal bore 491 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 492 25 mm dia nominal bore 493 32 mm dia nominal bore 494 40 mm dia nominal bore 495 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 496 25 mm nominal bore 497 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 498 25 mm nominal bore 499 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 500 Circular tank 501 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 502 150 x 100 mm size P type 503 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 504 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 505 150 mm dia. R.C.C. pipe 506 250 mm dia. R.C.C. pipe 507 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 508 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 509 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 510 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : 511 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 512 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 513 All kinds of soil 514 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 515 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 516 150 mm diameter S.W. pipe 517 Providing and fixing 100% stainless steel grating with frame of approved make and quality grade 304 on top of floor trap. The rate includes the cost of all ancillary works and material as required to complete the works. 518 125 x 125 x 1mm 519 75x75 x1 mm 520 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 521 110 mm diametre 522 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 523 Coupler 524 110 mm 525 Single tee with door 526 110x110x110 mm 527 Bend 87.5° 528 110 mm bend 529 Shoe (Plain) 530 110mm Shoe 531 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 532 110mm 533 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams. 534 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 535 150 mm dia. R.C.C. pipe 536 250 mm dia. R.C.C. pipe 537 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 538 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 539 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 540 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : 541 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 542 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 543 All kinds of soil 544 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 545 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 546 150 mm diameter S.W. pipe 547 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 548 110 mm diametre 549 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 550 Coupler 551 110 mm 552 Single tee with door 553 110x110x110 mm 554 Bend 87.5° 555 110 mm bend 556 Shoe (Plain) 557 110mm Shoe 558 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 559 110mm 560 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diametre and weighing not less than 440 grams. 561 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 562 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 563 150 mm dia. R.C.C. pipe 564 250 mm dia. R.C.C. pipe 565 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 566 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 567 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 568 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : 569 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 570 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 571 All kinds of soil 572 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 573 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 574 150 mm diameter S.W. pipe 575 FORM EQUIPMENTS 576 Providing & Installation ofSolar Irrigation Pump 7.5 HP Including Boring Complete Setup (Including Providing, Fixing, Testing and Commisioning) 577 Providing Sprinkler System complete. for one Hact. Using as following Accessories 578 110 mm dia sprinklarpipe 4 kg pressure 6.0 Mtr each-10 Nos 579 Sprinkler =3 Nos 580 GI Rod = 3 Nos 581 Foot Bottom Assembly=3 Nos 582 PCN = 01 Nos 583 Elbow= 01 Nos 584 Tee =01 Nos 585 End Cap = 02 Nos 586 Providing 35 KVA Genset 587 Mhindra make disel engine 35KVA Model M3205G5, 3 cylinders, Three phase liquid cooled, naturally aspirated, developing 40HP . This is eletric start, compressed ignition, 4 stroke engine design to run continuously at 1500 RPM, Disel Genset confirms to present CPCBIV+norms with Manual Panel. 588 DEMONSTRATION UNIT 589 Drip Irrigation : 90mm PVC Pipe 180 m length,5 Sprinkler Elbow Tee, Pump connection nipple, 5 service shadle Complete in all respect as per dircection of E/I (Including Providing, Fixing, Testing and Commisioning) 590 Following Required for one Hct. 591 8412 Rmt Drip Line/ Emiting 592 102 RMt 63 mm submain line PVC 593 52 rmt 110 mm PVC main Line 594 100 Nos Rubber gromet 595 100 nos connection 16mm 596 100 nos take off 16mm 597 100 n os end cap 16 mm 598 01 nos ventury 63 mm 599 01 nos screen filter 90 mm 600 01 head unit 90 mm 601 02 nos pressure gauge 602 01 air release valve 603 01 by pass tee 90 mm with flenge 604 01 butter fly valve 90 mm 605 01 plain valve 90 mm 606 110 mm PP valve 607 Providing Honey Bee Unit and Processing Facilities :Extraction unit of capacity 100kg per batchwith storage tank semi automatic filling machine air compressor 10 kg cylinder with ,manual capping machine and shed Complete in all respect as per dircection of E/I 608 Providing ofBio-Fertiliser and Bio-Pesticide Unit(Including Providing, Fixing, Testing and Commisioning) with Laminar air flow 2x2, BOD Enquavater 170 Ltr capacity, Shaker 01 Nos, Autoclave 25 Ltr capacity. 609 Providing ofScientific Museum(Including Providing, Fixing, Testing and Commisioning) 610 Mushroom unit with Processing Facilites : Mushroom Dryer of capacity 10-200 kilogram per day, Rotary Flaskshaker 50-400 RPM ,Mushroom grader of capacity 100-200 Kg per day with Following necessary accessories & Essential Items with unit(Including Providing, Fixing, Testing and Commisioning) 611 Autoclave 612 BOD Incbator 613 UV Lamp 614 Sprit Lamp 615 Balance 616 Deep Freeze 617 PH Meter 618 Inoculating Needle 619 Thermo Metter 620 Bucked 621 Laminer Flow 622 Culture Tube 623 Funnel 624 Conical Flax 625 Measuring Cylinder 626 Wheat/Rice 627 Dextrose 628 Calcium Carbonate 629 Potassium Permanganate 630 Agar Agar 631 Rectified Sprit 632 Formal Dehyde 633 Distilled Water 634 Polythene Bag 635 Rubber Band 636 Non-absorbent Cotton 637 Hand Gloves 638 Bottle Brush 639 Apron 640 Mask 641 Providing Hydroponic Unit :Automated ultmate control size 50x20 = 1000 Sft. (100 SQM), NFT System 2000 Plant, 100 Plant Dutch Bucket, Auto Drip System, GI Stand 20 mm Dia. Complete in all respect as per dircection of E/I 642 Providing Jaggery Unit : 5 Quintle per hourcapacity plantComplete in all respect as per dircection of E/I 643 Milling Section Heavy Duty - 15 HP 644 Accessories for Mill 645 MS Pans - 4 Nos. and other equipment 646 Erection 647 Vibro Screen for filtration of raw juice from mill 648 Lab Equipment 649 Misc, Item Cost 650 Providing Edible oil Processing Unit :80kg per hour with filter machine Complete in all respect with following Specifications as per dircection of E/I 651 Oil Expeller :-Mustard Seed extractRound cookerHeavy duty bearings,Heavy gears, solid shaft,with all accessoriesFOR PRE PRESSINGH.p. or k.w. required20 h.p. or 15 k.w. (with motor)960rpm 3 phasewith Star Delta Starterwith motor beltswith motor pulleywith flat beltwith Foundation bolt 652 Oil Expeller :-Mustard Seed extractRound cookerHeavy duty bearings,Heavy gears, solid shaft,with all accessoriesFOR 2nd & FINAL PRESSINGH.p. or k.w. required15 h.p. or 11 k.w. (with motor)960rpm 3 phasewith Star Delta Starterwith motor beltswith motor pulleywith flat beltwith Foundation bolt 653 Filter Press :-Size 18 x 18 plateswith pump, taps, tray,H.p. or k.w. required2 h.p. or 1.5 k.w. (with motor)960rpm 3 phasewith DOL Starterwith motor beltswith motor pulleywith flat cloth 654 Elevators:- :-Buckets, bucket bolt,Put seed into expellers for crushingH.p. or k.w. required2 h.p. or 1.5 k.w. (with motor)960rpm 3 phasewith DOL StarterCounterBearing UCP 208Pulley 4Pulley 16Belts B 65 655 Screw conveyor :-Size 10 gauge sheetwith 2 c class pipewith all accessories,H.p. or k.w. requiredOperate with elevatorDriving shaft,Chain wheel 15 teethChain wheel 30 teeth20 ft chain 1 pitch 656 Seed Cleaner :-Remove stone & dust from seeds.H.p. or k.w. required2 h.p. or 1.5 k.w. (with motor)960rpm 3 phasewithDOL Starterwith motor beltswith motor pulley 657 Providing & Establishment ofMother Orchard Complete in all respect as per dircection of E/I 658 LAC Processing Unit 659 Lac Washer : The Washing Barrel shall be 1,500.00 mm long and 750mm Dia, Thickness of M.S. Plate: 5mm., both manual and Motor Driven, Motor shall be 2 H.P. Single Phase, 1450 rpm Standard Make, Frame of Barrel 65X65X5 mm M.S. Angle, Shaft Dia: 56 mm, Single Opening for Washed material, and double opening for waist water outlet,Hopper, Sealant All Complete. 660 Lac Crusher : Cum Scraper Frame of Crusher shall be made of 50X50X5 mmM.S. Angle, The Crushing Rollers, shall be 300 mm Long, 130 mm Dia, 10 mm thickness, Groove on Rollers shall be 2.5 to 3.00 mm, Both hand & motor driven, Motor 1 H.P., Single phase Motor, all complete. 661 Lac Winnower : The Main Frame of winnower shall be made of 50x50x5mm M.S. Angle, Fan Dia 300mm, Fan Cover shall be 500 mm Dia, made of G.I. Sheet of 18/20 Gage 1.0. H.P. Motor, single phase both hand & Motor operated complete in all respect. 662 Lac Grader:The Grading Frame shall be made of M.S. Sheet of 2.5mm It shall be 650mm long & 450mm wide, 900 mm long, 1100 mm height 3 Nos. , mounted on M.S. Angle Frame made of 50x50x6M.S. all Sheaves are to be made of SS net of different sizes, Motor Driven, MOtor shall be 1.0 H.P., single phase, complete in all respect. 663 De-Stoner :with 2 H.P. Motor (Single Phase) operative at 1000CFM air blow & Vibrating system, This shall be an enclosed chamber 664 Leg guards18 Nos. of Foundation Nut Bolts, and ONE SET of Working tool Kit. 8 nos. of Working Trays made of Gi. Sheet. 665 Complete in all respect as per dircection of E/I 666 Poultry Hatchery Unit (1000 EGGS Capacity) 667 1000, chicken Eggs capacity Setter (Incubator), all automatic, Digitally controlled, Fitted with all necessary accessories, cabinet with metallic/hylem sheets, provided plastic setter trays. 668 1000, chicken Eggs capacity hatcher, all automatic, Digitally controlled, Fitted with all necessary accessories, cabinet with metallic/hylem sheets, provided with hatching baskets. 669 Spares accessories :- ( extra charges would be paid, If required extra accessories) 670 Providing Mini Seed Processing Unit Complete in all respect as per dircection of E/I 671 Providing Automatic Weather Station Complete in all respect as per dircection of E/I 672 ELO10512 inputs data logger, 12 Vdc power supply, 2Mb memory, n.2 RS232 ports, includes RS232 cable with USB adapter and PC software.DNA202 Wind speed sensor, cable L = 3 mDNA212 Wind direction sensor, cable L = 3 mDMA672.1Temperature & Relative Humidity sensor, cable L = 3 mDYA233 Radiant screen for DMA672.1DPA053 Class 2 (ISO9060) Pyranometer/Solar Radiation, Cale L = 10 mDYA034 Arm for fixing DPA053 on DYA046 armDQA240.1 Pressure sensorDQA130.1 Rain gaugeDWA510 Cable L= 10 m for rain gaugeDYA039 Ground base for DQA130.1 rain gaugeDYA046 T shape arm for DNA202, DNA212, DMA672.1 sensors on top of pole Ø 45-65 mm 673 Providing Solar Unit 5 KVA Complete in all respect as per dircection of E/I (Supply Installation & Testing and Commisioning) 674 Under Ground Water Channel Complete in all respect as per dircection of E/I(Including Providing, Fixing, Testing and Commisioning) 675 Levelling, Bunding ETC. Complete in all respect as per dircection of E/I(Includingall the Tools, Machine & Labour Complete) 676 GST Extra as applicable
Contract Date: Jan 02, 2026 Contract Value : ₹ 3.86 Crore
Government Departments No of Bidders 3
Uttar Pradesh View Result →
42.
Housing Urban and Rular Development #8471192 AOC
Tender For Chakan Industrial Area Phase I And Ph Ii Providing Concrete Treatment To Main Roads In Ph I And Ph Ii- 1 Sub Estimate No. 1 Providing Cement Concrete treatment to main road in Phase - II from HP chowk to Huntsman circle. (Road A-B-C) 2 Carrying of detailed topographic surveybyusingtotalstationalong theexistingornewroadincluding taking L-section and cross section at every 30 meter ROW ,taking at least 10spotlevelspercrosssection, picking up all existing details inside the Row like electric telephone line , encroachments,structuresetc. connecting all the primary total station control points by G.I.S.Bench markslevelorwhicheveravailable with department using auto level and preparingAutoCADplanbyusing above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Plain Terrain Existing Alignment. 3 Excavation for roadway in earth, soil ofallsorts,sand,gravelorsoft murumincludingdressingsectionto the required grade, camber and side slopesandconveyingtheexcavated materials with all lifts , all lead. and spreading for embankment or stacking as directed. 4 Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slopesandconveyingtheexcavated materialswithalllifts,alllead.and spreading or stacking as directed. 5 Excavation for roadway in hard rock bywedgingandchisellingorline drillingincludingdressingsectionto the required grade, camber and side slopesandconveyingtheexcavated materialswithalllifts,alllead.and spreading for embankment or stacking as directed. 6 Providing earth work in embankment with approved materials obtained from other sources all lead. including all lifts, laying in layers of 20cm. to 30cm.thicknessbreakingclods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) 7 Excavationforfoundationinearth, soils of all types, sand,gravel and soft murum,includingremovingthe excavatedmaterialallleadbeyond thebuildingareaandstackingand spreadingasdirected,dewatering, preparing the bed for the foundationandnecessaryback filling,ramming,wateringincluding shoringandstruttingetc.complete. (All Lifts) By Mechanical Means 8 Excavation for foundation in Soft rock and old cement or lime masonry foundationsincludingremovingthe excavatedmaterialallleadbeyond thebuildingareaandstackingas directed,includingdewatering, preparing the bed for the foundation andnecessarybackfillingwith available earth /murum, ramming, wateringincludingshoringand strutting etc. complete (All Lifts) By Mechanical Means 9 ExcavationforfoundationinHard rock by chiselling, wedging, line drilling,etc.includingtrimmingand levelling the bed, removing the excavatedmaterialallleadbeyond the building area stacking as directed,dewateringandback fillingwithavailableearth/murum watering, ramming etc. complete. (All Lifts). By Mechanical Means 10 Providingandlayingcement concretepipeofIS458:2003NP-3 classof600mmdiameterinproper line, level and slope etc. complete. 11 Providingandlayingcement concretepipeofIS458:2003NP-3 classof900mmdiameterinproper line, level and slope etc. complete. 12 Providingandlayingcement concretepipeofIS458:2003NP-3 class of 1200mm diameter in proper line, level and slopeetc. complete. 13 Providing ISI standard R.C.C. NP3classpipes300mmdiain standard lengths of following class and diameter suitable for eithercollarjointsorrubberring joints,excludingGSTlev-iedby GOI&GOMinallrespect includinginspec-tioncharges, transporttodepartmentalstores, unloading and stacking etc. complete as per IS-458/1988. Note :One collar shouldbesuppliedwitheachfull length plain ended RCC pipe, cost including in rates below.One rubber ring should be supplied witheachfulllengthofsocketed pipe, cost included in rates below. Note:Only85%rateis payable till satisfactory hydraulic testing is given. 14 Providing ISI standard R.C.C. NP3class450mmdiapipesin standard lengths of following class and diameter suitable for eithercollarjointsorrubberring joints,excludingGSTlev-iedby GOI&GOMinallrespect includinginspec-tioncharges, transporttodepartmentalstores, unloading and stacking etc. complete as per IS-458/1988. Note :One collar shouldbesuppliedwitheachfull length plain ended RCC pipe, cost including in rates below.One rubber ring should be supplied witheachfulllengthofsocketed pipe, cost included in rates below. Note:Only85%rateis payable till satisfactory hydraulic testing is given. 15 Lowering, laying and jointing in propergradeand alignmentR.C.C. pipes 300 mm dia with collar joints in C.M.1:1 proportionorsocketedR.C.C. pipes with rubber joints (excluding costofrubberringorR.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointingmaterial,labour,etc. completeasdirectedbyEngineerin- charge(For all class of pipes. ) as per IS- 783-1985. 16 Lowering, laying and jointing in propergradeand alignmentR.C.C. pipes 450 mm dia with collar joints in C.M.1:1 proportionorsocketedR.C.C. pipes with rubber joints (excluding costofrubberringorR.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointingmaterial,labour,etc. completeasdirectedbyEngineerin- charge (For all class of pipes. ) as per IS- 783-1985. 17 Providingandlayingconcretepipes of I.S.NP. class of 150mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixingwithcollarsincementmortar 1:1 and refilling the trench complete. 18 Providing&layinginsitucement concreteofM15proportionwith trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work compacting and curing etc. complete. with reversible Drum Type mixerwithoutSCADA.Withcrushed sand . 19 Supplying and Fixing of Molded ShankRaisedPavementMarkers/ Cats Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capableofprovidingtotalinternal reflectionofthelightenteringthe lens face and shall support a load of 16000kgtestedinaccordanceto ASTM D 4280 Type H and complying toSpecificationsofCategoryAof MORTH Circular No RW/NH/33023/10-97DOIIIDt11.06.1997.Theheight,widthand length shall not exceed 50 mm, 100 mmand102+/-2mmandwith minimum reflective area of 13 Sqcm oneachsideandtheslopetothe base shall be 35 +/- 5 degree. The strengthofdetachmentofthe integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm andheightnotlessthan30+/-2 mm) from the body is to be a minimum value of 500 Kg. Fixing will bebydrillingholesontheroadfor the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommendation and complete as directed by the engineer.The contractorshallsubmitatwoyear warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. 20 Providingandlayinginsitu/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal forR.C.C.workinfoundationslike raft, strip foundations, grillage and footingsofR.C.C.columnsand steel stanchions etc. including bailingoutwater,Steelcentering formwork,laying/pumpingcover blocks,compactionandcuring roughening the surface if special finishistobeprovided(Excluding reinforcementandstructuralsteel) etc.complete,withfullyautomatic microprocessorbasedPLCwithout SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 21 ProvidingandlayingCastin situ/Ready Mix cement concrete M-30oftrap/granite/quartzite/ gneissmetalforR.C.C.workin foundationslikeraft,strip foundations, grillage and footings ofR.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as directed including Steel centering formwork, cover blockslaying/pumping,compaction finishing the formed surfaces with cementmortar1:3ofsufficient minimum thickness to give a smooth andevensurfaceorrougheningif specialfinishistobeprovidedand curingetc.complete.(Excluding reinforcementandstructuralsteel). with fully automatic micro processor based PLC without SCADA enabled reversibleDrumTypemixer/ concrete Batch mix plant (Pan mixer) etc.complete.Withfineaggregate (Crushed sand VSI Grade) 22 Providing, cutting, bending, hooking, tying and laying in position TMT FE 500steelbarsforreinforcementfor all RCC works as per detailed drawings etc. complete. 23 DismantlingtheR.C.C.Work1:2:4 and sorting out the materials such as steeletc.asdirectedandstacking them within the specified all lead as directed etc. complete. 24 Removing cement tiles, or marble or polished shahabad floor or dado without bed concrete including stackingthematerialsasdirected with all leads, lifts etc. complete 25 Providingdryrubblestonepitching 23 cm (about 9 ) thick including all material,quarryspalls,labouretc. complete. 26 Providingandconstructingon sewer, B.B. masonry circular manhole with conce ntric cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 M with 23 cm brick work inCM1:4proportionexcludingexcavationincludingfoundation concrete 250 mm thick and haunches andchannelsinC.C.1:2:4 proportion,finishingchannelsin smooth rendering, providing C.I. dapuritypestepseachweighing5.5 kg., 1:2:4 coping and providing and fixing approved makeandqualityS.F.R.C.frame andcoverof56cmdia.etc. complete as directed by Engineerin- charge. 27 Providingandlayingweepholesof 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. 28 Conveyingmaterialsobtainedfrom road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% ofstandardProctordensityforall lead, inclusive from the site of excavation to the site of deposition as directed. 29 Construction of granular sub-base by providingclosegradedMaterial, mixing in a mechanical mix plant at OMC,carriageofmixedMaterialto work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material 30 Wet Mix Macadam -- Providing, laying, spreading and compacting gradedstoneaggregatetowetmix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage ofmixedMaterialbytippertosite, laying in uniform layers with paver in sub-base/basecourseonwell prepared surface and compacting withvibratoryrollertoachievethe desired density. Laying By Grader/Paver. 31 Primecoat-Providingandapplying primer coat with bitumen emulsion on preparedsurfaceofgranularBase includingcleaningofroadsurface andspraying,primerattherateof 0.60 kg/sqm using mechanical means. 32 DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadamusingcrushedaggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for76-100mmcompacted thickness .USING Batch mix type hot mix plant without SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) 33 Providingandapplyingtackcoaton the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface2.5kg/10sqm.(VG-30bulk bitumen rates are considered to arrive at rates) 34 BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler,transportedatsitewithVTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compactedthicknesswithdrummix plantwithoutSCADA,Sensorpaver and Vibratory roller excluding prime/Tack coat etc. complete--Bitumen of specified grade with stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) 35 Milling of existing bituminous surface to specified depth of bituminous layer including disposal of removed materialwithallliftandleadupto 1000 m etc complete. Using machine like Writgen (W100) or equivalent 36 Stabilization of Soil or Sub-Base/Base Course or Existing PavementCrustuptotherequired depth by In-Situ Stabilization method using Cement / Cementitious additives / Chemical additives / Combination: - Providing and pre-spreadingofBinder(Cement/ Cementitious additives / Chemical additives/combination)atrateof requiredquantity(%byweight)as per job mix design in accordance with IRC37-2018usingatruck-mounted automatedbinderspreaderwith micro-processorcontrolledweighing andspreadingsystem.Thebinder spreader shall have variable working widthupto2.4mtoefficiently manage the width of the whole pavement. The in-situ stabilization process shall be carriedoutusinga self-propelled wheeled Stabilizer / Reclaimerwithaminimumworking widthof2mor2.4mandminimum engine horsepower of 305 kW having in-builtautomatedwater-spraying and depth control systems with variable working depth of up to 500 mm. The entire in-situ process shall be carried out in a single pass includingpulverizingof soil/aggregates/combination or millingofexistingasphaltpavement and simultaneous mixing with pre-spreadbinder(cement/additive) and water to the desired depth. The resultant stabilized mix shall be compacted using a vibratory padfoot compactor of 14-20 tonne weight as per design depth and then graded to therequiredprofile,leveland thickness using a motor grader. The gradedsurfaceshallbethen compacted using a smooth vibratory rollertoachievethedesiredproctor density as per IRC 37-2018 and complete in all respects including curingwithwaterasrequired including all materials, labor, machinery, etc. Necessary graded stoneaggregatesshallbeaddedby pre-spreading with cement to achieve desiredgradationandprofileofthe road.Theminimumunconfined compresssivestrength(UCS)of stabilized sub-base should be 4.5 / 7 MPa after 7 / 28 days curing as per IRC 37-2018 .Also, durability aspects (wet-dry cycles) of stabilized sub baseshouldbesatisfiedasperIRC 37-2018.Thegradationmixesand materials should be as per IRC 37-2018. 37 Providingandconstructing75mm. thickModifiedPenetrationMacadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting)heatingandsprayingthe bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compactingwiththreewheelstatic rollerhavingweight8to10MT.to achivethedesireddegreeof compactionasperTechnical Specification Clause 506 etc. complete.Includingpickingof existingWBMsurface.(VG-30bulk bitumen rates are considered to arrive at rates) 38 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finelywashedcrushedsand) conformingtoIS:383,thesizeof coarseaggregatenotexceeding25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weighbatchmixer,transportedto site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. withfullyautomaticmicroprocessor basedPLCwithoutSCADAenabled reversible Drum Type mixer/ concrete Batchmixplant(Panmixer)etc. complete. 39 Providing and laying in-situ M40 Grade unreinforced plain cement concretepavementwithmax20% fly Ash ( Fly-ash upto 20% by weight of Cement) over a prepared sub base with43gradecement,coarseand fineaggregate(naturalsand/VSI gradefinelywashedcrushedsand) conforming to IS 383, using fine and coarseaggregatescombined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixerandWeighbatcherasper approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curingcompound/byproviding cementvataincementMortar1:8 @0.6mX 0.6mcentretocentre, admeasuring80mmatbottomand 40 mm at top with depth of 75mm and maintaining the same throughout curingperiodbyanyothermethod approved by Engineer-in-charge. 40 Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concretepavementincludingall materials and labour complete. 41 ProvidingandfixinginpositionTMT FE 500, 32 mm dia dowel bars precoatedwithanticorrosiveepoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directedincludinghandling, straightening, necessary cutting supported by TMT FE 500, chairs with properalignmentbyusingproperly designedassemblyofBulkheads lubricatinghalflengthwith bituminouspaint,HDPEsleevepipe etc as directed etc. complete. 42 ProvidingandfixinginpositionTMT FE 500, tie bars precoated with anticorrosiveepoxypaintof12mm dia.70cms.longandat30.00cm. C/C and wherever directed including handling, straightening wrapping with paperofapprovedqualityforhalf length,necessarycutting,handling, straightening,supportedby assembly of TMT FE 500, chairs with proper alignment etc. complete. 43 Cuttingtransversecontractionjoints 3 to 4 mm wide and depth 60mm. .in concreteslabusingconcretecutting machinewithdiamondstuddedsaw within48hoursofcastingofbay/ slabetc.completeincluding subsequent widening of the groove 8 to 10 mm. wide at top having depth of15mm.asdirectedbyEngineer incharge. 44 Providing to contraction joints polysuphidesealent(Pouringgrade) confirming to BS : 5212 - 1989 into sawedgroovewidenedattopfor sealent reservoir of specified size and shapeasperdetaileddrawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mOne Metric Tonneo 4 mm. joint) overlaidwithbondbreakingtapeas perdetaileddrawing.Itemincludes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A)Contractionandlongitudinal joints (15 mm. deep x 8 mm.wide) 45 Providingandfixingfactorymade Hydraulically pressed Mechanically vibrated and compacted precast inter lockingcementconcretepaving blocks 100MM thick in M-50 grade of approvedsizeandshapeforCity streets and roads with high volume/ heavy traffice as specified and as per IS15658:2006includingcostofall materials,manufacturing,curing, transportation of blocks to work site includingloading,unloadingand stackingasdirected,layingpaving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavationinallstratas,spreading blindgeoffinesandoverthe preparedbed,compactingblocksby plate vibratoretc. complete. 46 Providing and Laying hot applied thermoplasticroadmarkingstripon BituminousSurfaceofspecified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizingglassbeads@ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivityRLshallbe>250 mcd/sqm/luxmeasuredintheinitial 7 days and sustained reflectivity RL of 100mcd/sqm/luxandQdof100 mcd/sqm/ lux measured at the end of 2yearsbymeansofaStandard ReflectometerofZehntner,Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause15.5.Thefinishedsurfaceto be level, uniform, and free from streaksandholescompleteas per directionofEngineer-in-charge andinaccordancewithapplicable specifications.(Refer MORTH Clause 803 for technical Specification andPerformance for IRC 35:2015). 47 Providingandlayinginsitu/ready mix M20 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerbs and box returnsincludingscaffolding, compaction,formworkfinishingand curingetc.complete.(excluding reinforcement,withfullyautomatic microprocessorbasedPLCwithout SCADAenabledconcretebatchmix plant/panmixerwithfine agreegatesofrequiredspecifications ( VSI sand finely washed etc ) RCC work ofBallast walls & Kerb 48 Providingandapplyingtwocoatsof syntheticenamelpaintofapproved colourtonew/oldstructuralsteel workandwoodworkinbuildings, including scaffolding if necessary, cleaningandpreparingthesurface (excludingprimercoat)etc. complete. 49 Providingandfixing Cautionary/Warning sign boards in Octagone size of 750 mm made out of 4 mm aluminum sheet bonded with white retro reflective sheeting of ClassB(TypeIVHighintensity micro-prismaticgradesheeting-HIP) havingpressuresensitive/heat activated adhesive retoreflective specifiedbackground,borderand backsideretoreflctivesymbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported withbacksupportframe25mmx 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6mm,3.45mlong,dulypainted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete.ClassB(TypeIVHigh intensitymicro-prismaticgrade sheeting-HIP) shall have 7 years writtenwarrantyfromthe manufacturerandauthorised distributor/convertorissuedforfield performance including the screen printedareasandcut-outsheeting andcut-outdurabletransparent overlayfilmandthiswarranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 50 Providingandfixingofretro- reflectorisedinformatorysignboard rectangular/Squareinshapehaving area less than 0.9 sq.km made out of 4mmaluminumsheetbondedwith white retro reflective sheeting of ClassIV(TypeIVHighintensity micro-prismaticgradesheeting-HIP) havingpressuresensitive/heat activated adhesive retoreflective specifiedbackground,borderand backsideretoreflctivesymbols, letters, numerals, arrow as per IRC:67-2012TableNo8.3, supportedwithbacksupportframe 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground levelasperapproveddrawingThe angle iron post shall be duly painted withonecoatofepoxyprimerand two coats of epoxy finish paints having alternate black and white bandsof25cmwidthincludingGI fixuresandtransportation etc.complete.Thenutboltsofboard withangleironpost/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV Highintensitymicro-prismaticgrade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturerandauthorised distributor/convertorissuedforfield performance including the screen printedareasandcut-outsheeting andcut-outdurabletransparent overlayfilmandthiswarranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 51 MetalBeamCrashBarrier--Type- B, THRIE : Metal Beam Crash Barrier (Providing and erecting a Thrie metal beamcrashbarriercomprisingof3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level,fixedonISMCserieschannel verticalpost,150x75x5mm spaced2mcentretocentre,2m high with 1.15 m below ground level, allsteelpartsandfitmentstobe galvanisedbyhotdipprocess,all fittingstoconformtoIS:1367and IS:1364, metal beam rail to be fixed on the vertical post with a space of channelsection150x75x5mm, 546 mm long complete as per clause 810) 52 Name Of Sub Estimate : Providing Concrete treatment to Main Road in Ph-I 53 Carrying of detailed topographic surveybyusingtotalstationalong theexistingornewroadincluding taking L-section and cross section at every 30 meter ROW ,taking at least 10spotlevelspercrosssection, picking up all existing details inside the Row like electric telephone line , encroachments,structuresetc. connecting all the primary total station control points by G.I.S.Bench markslevelorwhicheveravailable with department using auto level and preparingAutoCADplanbyusing above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 sizesubmitting soft copy all data on CD. Plain Terrain Existing Alignment. 54 Excavation for roadway in earth, soil ofallsorts,sand,gravelorsoft murumincludingdressingsectionto the required grade, camber and side slopesandconveyingtheexcavated materials with all lifts , all lead. and spreading for embankment or stacking as directed. 55 Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slopesandconveyingtheexcavated materialswithalllifts,alllead.and spreading or stacking as directed. 56 Excavation for roadway in hard rock bywedgingandchisellingorline drillingincludingdressingsectionto the required grade, camber and side slopesandconveyingtheexcavated materialswithalllifts,alllead.and spreading for embankment or stacking as directed. 57 Providing earth work in embankment with approved materials obtained from other sources all lead. including all lifts, laying in layers of 20cm. to 30cm.thicknessbreakingclods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) 58 Excavationforfoundationinearth, soils of all types, sand,gravel and soft murum,includingremovingthe excavatedmaterialallleadbeyond thebuildingareaandstackingand spreadingasdirected,dewatering, preparing the bed for the foundationandnecessaryback filling,ramming,wateringincluding shoringandstruttingetc.complete. (All Lifts) By Mechanical Means 59 Excavation for foundation in Soft rock and old cement or lime masonry foundationsincludingremovingthe excavatedmaterialallleadbeyond thebuildingareaandstackingas directed,includingdewatering, preparing the bed for the foundation andnecessarybackfillingwith available earth /murum, ramming, wateringincludingshoringand strutting etc. complete (All Lifts) By Mechanical Means 60 ExcavationforfoundationinHard rock by chiselling, wedging, line drilling,etc.includingtrimmingand levelling the bed, removing the excavatedmaterialallleadbeyond the building area stacking as directed,dewateringandback fillingwithavailableearth/murum watering, ramming etc. complete. (All Lifts). By Mechanical Means 61 Providingandlayingcement concretepipeofIS458:2003NP-3 classof600mmdiameterinproper line, level and slope etc. complete. 62 Providingandlayingcement concretepipeofIS458:2003NP-3 classof900mmdiameterinproper line, level and slope etc. complete. 63 Providing & laying in situ cement concrete of M 10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work compacting and curing etc. complete. with reversible Drum Type mixer without SCADA. With crushed sand . 64 Providingandlayinginsitu/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C.workinfoundationslike raft, strip foundations, grillage and footingsofR.C.C.columnsand steel stanchions etc. including bailingoutwater,Steelcentering formwork,laying/pumpingcover blocks,compactionandcuring roughening the surface if special finishistobeprovided(Excluding reinforcementandstructuralsteel) etc.complete,withfullyautomatic microprocessorbasedPLCwithout SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 65 ProvidingandlayingCastin situ/Ready Mix cement concrete M-30oftrap/granite/quartzite/ gneissmetalforR.C.C.workin foundationslikeraft,strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as directed including Steel centering formwork, cover blockslaying/pumping,compaction finishing the formed surfaces with cementmortar1:3ofsufficient minimum thickness to give a smooth andevensurfaceorrougheningif specialfinishistobeprovidedand curingetc.complete.(Excluding reinforcementandstructuralsteel). with fully automatic micro processor based PLC without SCADA enabled reversibleDrumTypemixer/ concrete Batch mix plant (Pan mixer) etc.complete.Withfineaggregate (Crushed sand VSI Grade) 66 Providing, cutting, bending, hooking, tying and laying in position TMT FE 500steelbarsforreinforcementfor all RCC works as per detailed drawings etc. complete. 67 Providingdryrubblestonepitching 23 cm (about 9 ) thick including all material,quarryspalls,labouretc. complete. 68 Conveyingmaterialsobtainedfrom road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% ofstandardProctordensityforall lead, inclusive from the site of excavation to the site of deposition as directed. 69 Construction of granular sub-base by providingclosegradedMaterial, mixing in a mechanical mix plant at OMC,carriageofmixedMaterialto work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material 70 Wet Mix Macadam -- Providing, laying, spreading and compacting gradedstoneaggregatetowetmix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage ofmixedMaterialbytippertosite, laying in uniform layers with paver in sub-base/basecourseonwell prepared surface and compacting withvibratoryrollertoachievethe desired density. Laying By Grader/Paver. 71 Primecoat-Providingandapplying primer coat with bitumen emulsion on preparedsurfaceofgranularBase includingcleaningofroadsurface andspraying,primerattherateof 0.60 kg/sqm using mechanical means. 72 DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadamusingcrushedaggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for76-100mmcompacted thickness .USING Batch mix type hot mix plant without SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) 73 Providingandapplyingtackcoaton the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface2.5kg/10sqm.(VG-30bulk bitumen rates are considered to arrive at rates) 74 BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler,transportedatsitewithVTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compactedthicknesswithdrummix plantwithoutSCADA,Sensorpaver and Vibratory roller excluding prime/Tack coat etc. complete--Bitumen of specified grade with stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) 75 Milling of existing bituminous surface to specified depth of bituminous layer including disposal of removed materialwithallliftandleadupto 1000 m etc complete. Using machine like Writgen (W100) or equivalent 76 Stabilization of Soil or Sub-Base/Base Course or Existing PavementCrustuptotherequired depth by In-Situ Stabilization method using Cement / Cementitious additives / Chemical additives / Combination: - Providing and pre-spreadingofBinder(Cement/ Cementitious additives / Chemical additives/combination)atrateof requiredquantity(%byweight)as per job mix design in accordance with IRC37-2018usingatruck-mounted automatedbinderspreaderwith micro-processorcontrolledweighing andspreadingsystem.Thebinder spreader shall have variable working widthupto2.4mtoefficiently manage the width of the whole pavement. The in-situ stabilization process shall be carriedoutusinga self-propelled wheeled Stabilizer / Reclaimerwithaminimumworking widthof2mor2.4mandminimum engine horsepower of 305 kW having in-builtautomatedwater-spraying and depth control systems with variable working depth of up to 500 mm. The entire in-situ process shall be carried out in a single pass includingpulverizingof soil/aggregates/combination or millingofexistingasphaltpavement and simultaneous mixing with pre-spreadbinder(cement/additive) and water to the desired depth. The resultant stabilized mix shall be compacted using a vibratory padfoot compactor of 14-20 tonne weight as per design depth and then graded to therequiredprofile,leveland thickness using a motor grader. The gradedsurfaceshallbethen compacted using a smooth vibratory rollertoachievethedesiredproctor density as per IRC 37-2018 and complete in all respects including curingwithwaterasrequired including all materials, labor, machinery, etc. Necessary graded stoneaggregatesshallbeaddedby pre-spreading with cement to achieve desiredgradationandprofileofthe road.Theminimumunconfined compresssivestrength(UCS)of stabilized sub-base should be 4.5 / 7 MPa after 7 / 28 days curing as per IRC 37-2018 .Also, durability aspects (wet-dry cycles) of stabilized sub baseshouldbesatisfiedasperIRC 37-2018.Thegradationmixesand materials should be as per IRC 37-2018. 77 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finelywashedcrushedsand) conformingtoIS:383,thesizeof coarseaggregatenotexceeding25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weighbatchmixer,transportedto site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. withfullyautomaticmicroprocessor basedPLCwithoutSCADAenabled reversible Drum Type mixer/ concrete Batchmixplant(Panmixer)etc. complete. 78 Providing and laying in-situ M40 Grade unreinforced plain cement concretepavementwithmax20% fly Ash ( Fly-ash upto 20% by weight of Cement) over a prepared sub base with43gradecement,coarseand fineaggregate(naturalsand/VSI gradefinelywashedcrushedsand) conforming to IS 383, using fine and coarseaggregatescombined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixerandWeighbatcherasper approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curingcompound/byproviding cementvataincementMortar1:8 @0.6mX 0.6mcentretocentre, admeasuring80mmatbottomand 40 mm at top with depth of 75mm and maintaining the same throughout curingperiodbyanyothermethod approved by Engineer-in-charge. 79 Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concretepavementincludingall materials and labour complete. 80 ProvidingandfixinginpositionTMT FE 500, 32 mm dia dowel bars precoatedwithanticorrosiveepoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directedincludinghandling, straightening, necessary cutting supported by TMT FE 500, chairs with properalignmentbyusingproperly designedassemblyofBulkheads lubricatinghalflengthwith bituminouspaint,HDPEsleevepipe etc as directed etc. complete. 81 ProvidingandfixinginpositionTMT FE 500, tie bars precoated with anticorrosiveepoxypaintof12mm dia.70cms.longandat30.00cm. C/C and wherever directed including handling, straightening wrapping with paperofapprovedqualityforhalf length,necessarycutting,handling, straightening,supportedby assembly of TMT FE 500, chairs with proper alignment etc. complete. 82 Cuttingtransversecontractionjoints 3 to 4 mm wide and depth 60mm. .in concreteslabusingconcretecutting machinewithdiamondstuddedsaw within48hoursofcastingofbay/ slabetc.completeincluding subsequent widening of the groove 8 to 10 mm. wide at top having depth of15mm.asdirectedbyEngineer incharge. 83 Providing to contraction joints polysuphidesealent(Pouringgrade) confirming to BS : 5212 - 1989 into sawedgroovewidenedattopfor sealent reservoir of specified size and shapeasperdetaileddrawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mOne Metric Tonneo 4 mm. joint) overlaidwithbondbreakingtapeas perdetaileddrawing.Itemincludes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A)Contractionandlongitudinal joints (15 mm. deep x 8 mm.wide) 84 Providingandfixingfactorymade Hydraulically pressed Mechanically vibrated and compacted precast inter lockingcementconcretepaving blocks 100MM thick in M-50 grade of approvedsizeandshapeforCity streets and roads with high volume/ heavy traffice as specified and as per IS15658:2006includingcostofall materials,manufacturing,curing, transportation of blocks to work site includingloading,unloadingand stackingasdirected,layingpaving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavationinallstratas,spreading blindgeoffinesandoverthe preparedbed,compactingblocksby plate vibratoretc. complete. 85 Supplying and Fixing of Molded ShankRaisedPavementMarkers/ Cats Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capableofprovidingtotalinternal reflectionofthelightenteringthe lens face and shall support a load of 16000kgtestedinaccordanceto ASTM D 4280 Type H and complying toSpecificationsofCategoryAof MORTH Circular No RW/NH/33023/10-97DOIIIDt11.06.1997.Theheight,widthand length shall not exceed 50 mm, 100 mmand102+/-2mmandwith minimum reflective area of 13 Sqcm oneachsideandtheslopetothe base shall be 35 +/- 5 degree. The strengthofdetachmentofthe integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm andheightnotlessthan30+/-2 mm) from the body is to be a minimum value of 500 Kg. Fixing will bebydrillingholesontheroadfor the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommendation and complete as directed by the engineer.The contractorshallsubmitatwoyear warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. 86 MetalBeamCrashBarrier--Type- B, THRIE : Metal Beam Crash Barrier (Providing and erecting a Thrie metal beamcrashbarriercomprisingof3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level,fixedonISMCserieschannel verticalpost,150x75x5mm spaced2mcentretocentre,2m high with 1.15 m below ground level, allsteelpartsandfitmentstobe galvanisedbyhotdipprocess,all fittingstoconformtoIS:1367and IS:1364, metal beam rail to be fixed on the vertical post with a space of channelsection150x75x5mm, 546 mm long complete as per clause 810) 87 Providing ISI standard R.C.C. NP 3 class pipes 450 mm dia in standard lengths of following class and diameter suitable for eithercollarjointsorrubberring joints,excludingGSTlev-iedby GOI&GOMinallrespect includinginspec-tioncharges, transporttodepartmentalstores, unloading and stacking etc. complete as per IS-458/1988. Note :One collar shouldbesuppliedwitheachfull length plain ended RCC pipe, cost including in rates below. One rubber ring should be supplied witheachfulllengthofsocketed pipe, cost included in rates below. Note:Only85%rateis payable till satisfactory hydraulic testing is given. 88 Lowering, laying and jointing in propergradeand alignment R.C.C. pipeswithcollar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints(excludingcostofrubber ring or R.C.C. collar,) including costof conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin-charge (For all class of pipes. ) as per IS- 783-1985. 89 Providingandconstructing75mm. thickModifiedPenetrationMacadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting)heatingandsprayingthe bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compactingwiththreewheelstatic rollerhavingweight8to10MT.to achivethedesireddegreeof compactionasperTechnical Specification Clause 506 etc. complete.Includingpickingof existingWBMsurface.(VG-30bulk bitumen rates are considered to arrive at rates) 90 Providing and Laying hot applied thermoplasticroadmarkingstripon BituminousSurfaceofspecified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizingglassbeads@ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivityRLshallbe>250 mcd/sqm/luxmeasuredintheinitial 7 days and sustained reflectivity RL of 100mcd/sqm/luxandQdof100 mcd/sqm/ lux measured at the end of 2yearsbymeansofaStandard ReflectometerofZehntner,Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause15.5.Thefinishedsurfaceto be level, uniform, and free from streaksandholescompleteas per directionofEngineer-in-charge andinaccordancewithapplicable specifications.(Refer MORTH Clause 803 for technical Specification andPerformance for IRC 35:2015). 91 Providingandfixing Cautionary/Warning sign boards in Octagone size of 750 mm made out of 4 mm aluminum sheet bonded with white retro reflective sheeting of ClassB(TypeIVHighintensity micro-prismaticgradesheeting-HIP) havingpressuresensitive/heat activated adhesive retoreflective specifiedbackground,borderand backsideretoreflctivesymbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported withbacksupportframe25mmx 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6mm,3.45mlong,dulypainted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete.ClassB(TypeIVHigh intensitymicro-prismaticgrade sheeting-HIP) shall have 7 years writtenwarrantyfromthe manufacturerandauthorised distributor/convertorissuedforfield performance including the screen printedareasandcut-outsheeting andcut-outdurabletransparent overlayfilmandthiswarranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 92 Providingandfixingofretro- reflectorisedinformatorysignboard rectangular/Squareinshapehaving area less than 0.9 sq.km made out of 4mmaluminumsheetbondedwith white retro reflective sheeting of ClassIV(TypeIVHighintensity micro-prismaticgradesheeting-HIP) havingpressuresensitive/heat activated adhesive retoreflective specifiedbackground,borderand backsideretoreflctivesymbols, letters, numerals, arrow as per IRC:67-2012TableNo8.3, supportedwithbacksupportframe 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground levelasperapproveddrawingThe angle iron post shall be duly painted withonecoatofepoxyprimerand two coats of epoxy finish paints having alternate black and white bandsof25cmwidthincludingGI fixuresandtransportation etc.complete.Thenutboltsofboard withangleironpost/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV Highintensitymicro-prismaticgrade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturerandauthorised distributor/convertorissuedforfield performance including the screen printedareasandcut-outsheeting andcut-outdurabletransparent overlayfilmandthiswarranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 93 Name Of Sub Estimate :Upgrading existing footpath, storm water chambers and providing and fixing road divider as per requirement. 94 Supply of JCB on hire basis for Excavation for existing footpath ,curb stone , strom water chamber , paver block etc. including dressing section to the required grade, and conveying the excavated materials with all lifts upto a lead of 1000m.and spreading for embankment or stacking as directed. 95 SupplyofLabourreqd.Forremovel of existing damaged curb and loading unloading in tractor and other work 96 Supply of Tractor with trolley on hire basis for shifiting damaged curb stone and other raw material at lowlying area. 97 SupplyofAirCompressoronhire basiswithpneumaticchisel attachment for cutting hard clay 400 CFM 98 ProvidingandlayingCastin situ/Ready Mix cement concrete in M-10oftrap/granite/quartzite/ gneissmetalforfoundationand beddingincludingbailingout water, Steel centering, formwork,laying/pumping,compacting, roughening them if special finish is to beprovided,finishingifrequired andcuringcomplete,withfully automatic micro processor based PLCwithoutSCADAenabled reversible Drum Type mixer/concrete Batchmixplant(Panmixer)etc.complete.Withfineaggregate (Crushed sand VSI Grade) 99 ProvidingandfixingR.C.C.precast cementconcreteM-15pedestalOF SIZE 0.75 X 0.75 X 0.20 m including costofsteelreinforcementforKm. stoneasperdetaileddrawingand specificationincludingtransportation of pedestal Block, all lifts etc. complete. 100 Providingandlayingweepholesof100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. 101 Providing and laying Cast in situ/Ready Mix cement concrete inM15oftrap/granite/quartzite/gneissmetalfor foundation and bedding / steps including steel centering, formwork, laying/pumping,compacting, rougheningthemifspecialfinishis to be provided, finishing uneven and honeycombed surface and curing etc.complete.TheCementMortar 1:3 plaster is considered for renderingunevenandhoneycombed surface,only.Newlylaidconcrete shallbecoveredbygunnybag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC without SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Panmixer)etc.complete.Withfineaggregate(CrushedsandVSIGrade) 102 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns,canopies,staircase, newels,chajjas,lintelspardis, copings,fins,archesetc.asper detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires ortackweldingandsupportingas required complete. 103 Providing earth work in embankment with approved materials obtained fromothersourcesuptoalllead. includingalllifts,layinginlayersof 20cm.to30cm.thicknessbreaking clods, dressing to the required lines, curves,grades§ion,watering andcompactionwithvibratoryroller with V-Sat attachment to achieve not lessthan97%ofstandardproctor density etc. complete ( Material obtained from Other sources) 104 Wateringandcompactingof embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller. 105 Construction of granular sub-base by providingclosegradedMaterial, mixing in a mechanical mix plant at OMC,carriageofmixedMaterialto work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401-- Plant Mix Method and Grading - I Material 106 ProvidingandLayingfactorymade colouredchamferededgeCement concrete grass paver blocks of required strength,thickness & size/shape,madebytablevibratory methodusingPUmould,laidin required colour & pattern over 50mm thick compacted bed of finefineaggregate(natural sand/crushedsandVSIgradefinely washed etc.), compacting and proper embedding/laying of inter locking paver blocks into the fine aggregate (natural sand/crushed sand VSI grade finely washed etc.) bedding layer through vibratory compaction by using plate vibrator,fillingthejoints with fine aggregate (natural sand/crushedsandVSIgrade finely washed etc.) and cutting of paver blocks as per required sizeand pattern, finishing and sweepingextra fine aggregate (natural sand/crushedsandVSIgradefinely washedetc.)andcompleteasper manufacturerspsecifications& direction of Engineer-in-Charge. 60mm thick CC paver block of M-35 grade concrete with approved colour and design & pattern. 107 Providing and applying priming coatonconcrete/masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparingthesurfacebythoroughly cleaningoil,grease,dirtandother foreign matter and sand papering as required etc. complete. 108 Providingandapplyingtwocoatsof flat oil paint of approved colour and shade to internal / external plastered surfaces including scaffolding if necessary,cleaningandpreparing thesurface(excludingprimercoat) etc. complete. 109 Excavation for roadway in hard murum and boulder including dressing section to the required grade,camberandsideslopesand conveyingtheexcavatedmaterials with all lifts upto a lead of 50m.and spreading for embankment or stacking as directed. 110 Providingandlayingcement concretepipeofIS458:2003NP-3 classof600mmdiameterinproper line, level and slope etc. complete. 111 Name Of Sub Estimate : Testing Charges for Sub-Estimate-1 112 BASICTESTOFCEMENT:Standard Consistancy,Fineness,Specific Gravity, Setting Time ( Initial & Final),CompressiveStrength, Soundness. 113 BASICTESTOFAGGREGATE:Water Absorption, Specific Gravity,Impact Value, Crushing Value. 114 BASICTESTOFAGGREGATE:Sieve Analysis. 115 BASIC TEST OF AGGREGATE: Flakiness Index & Elongation Index. 116 MIX DESIGN: GSB Mix Design./Cement Treated Sub Base ( CTSB) 117 MIX DESIGN: Wet Mix Macadam Mix Design. 118 FINE AGGREGATE: Fineness Modulus ( Sieve Analysis ),Silt & Clay Content 119 CONCRETE: Compressive Strength OF C.C. Cube (Set of 3 cubes). 120 CONCRETE: Concrete Mix Design (With all Tests onbasic materials) 121 CONCRETE PAVING BLOCKS: Compressive Strength , Water Absorption,(Set of 8 Blocks) 122 SOIL / MURUM: Liquid limit & plastic Limit. 123 SOIL / MURUM: Compaction Test (Proctor Density ). 124 BITUMEN:Penetration,Softening Point,Flash&FirePoint,Specific Gravity 125 BITUMEN: Viscosity. 126 BITUMEN: Ducility / Elastic Recovery 127 BITUMEN: Extraction Test. (Bituminous mix) 128 STEELBARTESTING:Upto16mm(Set of 3 Bars) 129 STEEL BAR TESTING: Above 16 mm (Set of 3 Bars) (Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter,Bend/RebendTest,Proof Stress.) 130 STONE/ RUBBLE: Crushing Value/CompressiveStrength,Water Absorption & Specific Gravity, 131 BITUMEN:JobMixDesignwithall Tests on aggregate (Excluding bitumen)forDBM/SDBC/AC/SMA (Stone Mastic Ashphalt) (TestingofBitumenshallbe seperately Charged) 132 Name Of Sub Estimate : Royalty Charges for Sub-Estimate-1 133 Royalty Charges 134 Name Of Sub Estimate : Testing Charges for Sub-Estimate-2 & 3 135 BASICTESTOFCEMENT:StandardConsistancy,Fineness,Specific Gravity, Setting Time ( Initial & Final),CompressiveStrength, Soundness. 136 BASICTESTOFAGGREGATE:WaterAbsorption, Specific Gravity,Impact Value, Crushing Value. 137 BASICTESTOFAGGREGATE:SieveAnalysis. 138 BASIC TEST OF AGGREGATE:Flakiness Index & Elongation Index. 139 MIX DESIGN: GSB MixDesign./Cement Treated Sub Base ( CTSB) 140 MIX DESIGN: Wet Mix Macadam Mix Design. 141 FINE AGGREGATE: Fineness Modulus ( Sieve Analysis ),Silt & Clay Content 142 CONCRETE: Compressive Strength OF C.C. Cube (Set of 3 cubes). 143 CONCRETE: Concrete Mix Design (With all Tests onbasic materials) 144 CONCRETE PAVING BLOCKS:Compressive Strength , Water Absorption,(Set of 8 Blocks) 145 STONE/ RUBBLE: Crushing Value/CompressiveStrength,Water Absorption & Specific Gravity, 146 SOIL / MURUM: Liquid limit & plastic Limit. 147 SOIL / MURUM: Compaction Test (Proctor Density ). 148 BITUMEN:Penetration,Softening Point,Flash&FirePoint,Specific Gravity 149 BITUMEN: Viscosity. 150 BITUMEN: Ducility / Elastic Recovery 151 BITUMEN: Extraction Test. (Bituminous mix) 152 BITUMEN:JobMixDesignwithall Tests on aggregate (Excluding bitumen)forDBM/SDBC/AC/SMA (Stone Mastic Ashphalt)(TestingofBitumenshallbe seperately Charged) 153 STEELBARTESTING:Upto16mm(Set of 3 Bars) 154 STEEL BAR TESTING: Above 16 mm(Set of 3 Bars) (Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter,Bend/RebendTest,Proof Stress.) 155 Name Of Sub Estimate : Royalty Charges for Sub-Estimate-2 & 3 156 Royalty Charges
Contract Date: Nov 04, 2025 Contract Value : ₹ 137.19 Crore
Government Departments No of Bidders 7
Maharashtra View Result →
43.
Public Administrative Department #8451874 AOC
Tender For General-Delampady Gp-Mcf Wiring-General Electrical Work- 1 Electrification 2 1.10.3:Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVCinsulated copper conductor single core cable in surface / recessed medium class PVC conduit,with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLSPVC insulated copper conductor single core cable etc as required.Group C 3 1.33:Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 4 1.25:Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. 5 90.3.21.3:Supply & installation of light fittings on C/U shaped flat iron bracket Supply, conveyance, installation, testing and commissioning the light fittings of following types made from 0.5mm CRCA sheet complete with all accessories andlamps etc. directly on wall using 2 nos. C/U brackets made from 20 x 3 mm MS flat, painting the flat iron bracket and giving connections with required length of 16/0.20mm 3 core copper conductor flex wire conforming to relevant ISS or extending the original wiring and giving connection etc. as required.1200 mm 1X20W LED Lamp with box type fixture 6 90.15.4.2:Supply Conveyance, installation, testing and commissioning of 36/40W LED street light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing,acrylic cover complete with THD less than 10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer) 7 90.15.4.5:Supply Conveyance, installation, testing and commissioning of 40W LED Flood light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing, acrylic cover complete with THD less than10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer) 8 90.3.18.2:Supply, fabrication, conveyance and fixing the following sizes of B class GI pipe bent to shape / cut and welded to shape and fixing the same to wall / parapet using clamps as noted along with each size, painting with 2 coats of synthetic enamel paint over a coat of zinc chromate primer, making good the damages, colour washing etc as required.32 mm dia with HG company fabricated clamps 9 OD79560/2024-2025:Supply and fixing of 10 W LED bulk head fittings IP65 die cast aluminum Poly carbonate front cover directly on wall including drilling necessary holes, giving connections with required length of 16/0.20mm 3 core copper conductor flex wire conforming to relevant ISS or extending the original wiring making good the damages, colour washing etc as required.(Philips/Bajaj/Havells/Wipro 10 90.4.2:Supply and installation of suitable size MS belt type fan clamp fabricated from flat iron 40 x 6 mm, 150mm long x 2 Nos with M.S. rod bent to shape, neatly painted with 2 coats of enamel paint over a coat of red oxide primer as per IS 732 as required. 11 90.4.5.4:Supply, Installation, testing and commissioning of ceiling fan of following sizes including wiring the down rods of standard length (up to 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required.1200mm sweep - ceiling fan complete with service value minimum 4.0(cub meter/minute/Watt), Air delivery minimum 210(cubic meter/minute), Copper winding suitable for 230V/240V single phase AC supply 12 1.21.1:Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.20 mm 13 1.17.3:Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 X 1.5 sq.mm 14 1.17.5:Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.5 X 1.5 Sq. mm 15 1.17.12:Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 x 2.5 sq. mm 16 1.17.21:Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 x 4 sq. mm 17 1.27.2:Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.3 Module (100mmX75mm) 18 1.27.3:Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.4 Module (125mmX75mm) 19 1.27.4:Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.6 Module (200mmX75mm) 20 1.24.1:Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.5/6 amps switch 21 1.24.3:Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.15/16 amp switch 22 1.24.4:Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.3 pin 5/6 amp socket outlet 23 1.24.5:Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.6 pin 15/16 amp socket outlet 24 90.10.3.15:Supply and Fixing the following modular switches & accessories in the existing front plates and giving necessary connections as required (RoHS compliant )32A DP switch with indicator 25 90.10.3.33:Supply and Fixing the following modular switches & accessories in the existing front plates and giving necessary connections as required (RoHS compliant )25A 3pin Shuttered socket 26 90.12.7.42:Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.4 core 25 sq mm with factory made clamp 27 90.12.7.40:Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.4 core 10 sq mm with factory made clamp 28 9.1.32:Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.4 X 10 sq. mm (25mm) 29 9.1.34:Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.4 X 25 sq. mm (28mm) 30 90.11.1.18:Supply and installation ofsheet steel, phosphatised and painted, dust and vermin proof enclosure of MCB DB including copper /brass bus bar, neutral link, earth bus and DIN rail suitable for fixing MCB/isolator etc. fixed on wall using suitable anchor bolts or fixed in recess including cutting hole on the wall , making good the damages, colour washing etc. as required4 way (8+12) - double cover TPN vertical DB with provision for fixing MCCB as incomer and SP/ TP MCB as outgoing (IP 42/43) 31 90.11.1.10:Supply and installation ofsheet steel, phosphatised and painted, dust and vermin proof enclosure of MCB DB including copper /brass bus bar, neutral link, earth bus and DIN rail suitable for fixing MCB/isolator etc. fixed on wall using suitable anchor bolts or fixed in recess including cutting hole on the wall , making good the damages, colour washing etc. as required4 way (8+12) - three phase double cover (IP 42/43) 32 2.10.1:Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole 33 2.10.4:Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Triple pole 34 2.11:Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 35 2.13.1:Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps 36 2.15.1:Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.25 amps 37 OD137010/2024-2025:Supply and providing and fixing 63A TPNdisconnector fuse switch unit in sheet steel enclosure with ISI marked HRC fuses on wall/angle iron frame including drilling holes in frame, making connections, etc. as required 38 90.14.10.4:Supply, conveyance and fixing the following types & current rated control gears & switchgears conforming to IS 13947 suitable for 440 V, 50 Hz, AC supply in the existing panel assembly as required.16 A-100A, 25/35 kA (Ics=100%Icu), 4 pole, current limiting type MCCB having thermal setting range of 80 - 100% with thermal magnetic release having adjustable OL 39 90.14.24.43:Supply & fixingthe following Power Capacitors 3 phase delta connected in positon and giving connection.4 KVAr, 3 phase, 440 V, Metalised Poly Propylene Heavy duty, Box type resin filled Capacitor suitable for APFC panel without block reactor. 40 90.14.28.6:S & F Motor starters of the following ratingsFully automatic star delta starter for 15HP motor 41 OD79572/2024-2025:Supply and providing 2.00 mm thick, 3.3 kV, Synthetic elastromeric fire retardant insulating sheet 42 OD79573/2024-2025:supply and providing 4.5 Kg Dry Chemical Powder Type fire Extinguisher with hose and clamps including fixing it to wall as required. 43 5.4:Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 44 90.16.1.1:Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required2.00 mm copper conductor ( 14 SWG) 45 90.16.1.2:Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required2.65 mm copper conductor (12 SWG) 46 90.16.1.3:Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required3.15 mm copper conductor ( 10 SWG) 47 90.16.1.4:Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required4.00 mm copper conductor ( 8 SWG) 48 90.16.5.1:Supply of superior quality copper earth socket for the following size of earth conductor including crimping etc. as required.2.00 mm (14 SWG) 49 90.16.5.2:Supply of superior quality copper earth socket for the following size of earth conductor including crimping etc. as required.2.65 mm (12 SWG) 50 90.16.5.3:Supply of superior quality copper earth socket for the following size of earth conductor including crimping etc. as required.3.15 mm (10 SWG) 51 90.16.5.4:Supply of superior quality copper earth socket for the following size of earth conductor including crimping etc. as required.4.00 mm (8 SWG) 52 OD79574/2024-2025:Supply and providing 25x3mm brass nut and bolt etc. as required 53 OD79575/2024-2025:Supply and providing 12x3mm brass nut and bolt etc. as required 54 OD79576/2024-2025:Supply & installation of dust and vermin proof, 3 Phase Syntex Meter Board( GS-MB-6535) and to fix KSEB LT meters, TVM with CTs/DHD and fuse cut out etc as required including fixing it on wall, making good the damages colour washing etc. as required. 650*350*250mm 55 OD79568/2024-2025:Supply and fixing 100 A , 415V , TPN SDF with HRC fuse link in SS Enclosure making connections, etc. as required. 56 OD79577/2024-2025: S & F 100 A Fuse bases with for 100 A cylindrical HRC Fuse link in the existing meter board and giving connections etc. 57 OD79578/2024-2025:Supply and fixing of Neutral link 100 A, 2 Way neutral links mounted on DMC/SMC base- 58 OD79579/2024-2025: Supply and providing M8 anchor bolt hook in wall / parapet for binding support for service main 59 OD80009/2024-2025:Charges towards preparation of documents required for availing Service connection including Plan, scheme etc. of EI and submitting the same to concerned KSEB section office including all laison charges, transportation, AF, stamp etc. (Excluding CD, OYEC, service connection charges etc.)
Contract Date: Dec 18, 2025 Contract Value : ₹ 2.72 Lakh
Government Departments No of Bidders 1
Kerala View Result →
44.
Public Administrative Department #8447028 AOC
Supply Of Pwd Materials-2 Colour Wash Hand Basin 55 X 40 Cm 3 1St Class Bricks ( Red ) 4 Aac Block ( 600X200x100mm ) 5 Jointing Mortar 6 Rough Shahabad 20 To 30Mm Thick 7 Black Kadappa ( One Side Polish ) 25 Mm Thick 8 Kota Stone 9 Ceramic Tiles 30X30 Cm 10 Heavy Duty Concrete Block 60Mm Colored 11 Green Marble 12 Ceramic Tiles For Dado 30X60cm 13 White Oil Paint 100Ml Pack Tin 14 Red Oxide Paint 15 Cement Paint 16 Bamboo 20Mm Dai. ( 4.5 To 6M ) 17 Plywood 12Mm Thick 18 A.C Corrugated Sheet 6Mm Thick 19 A.C Sheet Ridge 20 G.C.I Sheet ( Corrugated ) 22 Bwg 21 G.I Sheet ( Plain ) 22 Bwg 22 Housing Box To Rolling Shutter 23 Pvc Door Shutter 34Mm Thick 24 Frp Door Shutter Factory Made Shutter 30Mm Thick 25 G.I Pipe 100Mm Dia. Medium Type 26 G.I Pipe 15Mm Dia 27 G.I Pipe 25Mm Dia 28 G.I Pipe 50Mm Dia 29 Bib Cock Stop Brass Heavy 20Mm 30 C.C Septic Tank 1.20 M Dia 31 Providing And Fixing European Type White Glazed Earthen Ware Coupled Closet Symphonic Trap With Symphoniclow Level White Glazed 10 Litres Cistern With Black Back Lite Seat With All Necessary Pipe Connection Etc. Complete. 32 Fiber Flushing Tank For W.C 33 Stall Type Urinal 34 Wheel Stop Tap Brass 20Mm 35 Pvc Pipe 15Mm Dai. 10Kg / Cm2 36 Pvc Pipe 25Mm Dai. 10Kg / Cm2 37 Pvc Pipe 40Mm Dai. 10Kg / Cm2 38 Pvc Pipe 50Mm Dai. 10Kg / Cm2 39 Stainless Steel Sink Of Size 600X510x200mm Nirali Or Equivalent Make 40 Rcc Chamber Cover 90Cm X 45 Cm Heavy Duty 225Kg 41 Cement 42 Aggregate 43 Sand – Natural / V.S.I 44 Stone Dust 45 Laterite 46 Providing And Fixing In Position Tmt- Fe-500 Bar Reinforcement Of Various Diameters. 47 Providing And Fabricating Structural Steel Work In Rolled Sections Like Joists, Channels, Angles, Tees Etc. 48 Rcc Pole 49 Barbed Wire 50 Weld Mesh 75 X 75 Mm 51 Weld Mesh 150 X150 Mm 52 Chainlink 3’0”, 4;0” 53 Precast Slab ( Dhape ) 0.90X0.30X0.10M 54 Precast Slab ( Dhape ) 0.90X0.30X0.05M 55 Murum At Site 56 Pavement Marking Paint 57 Trap Stones Weighing From 30 To 100 Kilogram 58 Laterite Stones Rubbles From 20 To 50 Kilogram 59 P / L R.C.C.Pipe Np2 Class 1000Mm Dia. 2.5M Long 60 P / L R.C.C.Np2 Pipe Collar 1000 Mm Dia. 61 P / L R.C.C.Pipe Np2 Class 1200Mm Dia. 2.5M Long 62 P / L R.C.C.Np2 Pipe Collar 1200 Mm Dia. 63 P / L R.C.C.Pipe Np2 Class 900Mm Dia. 2.5M Long 64 P / L R.C.C.Np2 Pipe Collar 900 Mm Dia. 65 P / L R.C.C.Pipe Np2 Class 800Mm Dia. 2.5M Long 66 P / L R.C.C.Np2 Pipe Collar 800 Mm Dia. 67 P / L R.C.C.Pipe Np2 Class 700Mm Dia. 2.5M Long 68 P / L R.C.C.Pipe Np2 Class 600Mm Dia. 2.5M Long 69 P / L R.C.C.Np2 Pipe Collar 600 Mm Dia. 70 P / L R.C.C.Pipe Np2 Class 450Mm Dia. 2.5M Long 71 P / L R.C.C.Np2 Pipe Collar 450 Mm Dia. 72 P / L R.C.C.Pipe Np2 Class 100Mm Dia. 2M Long 73 Providing And Fixing Humepipe Septic Tank 900 Mm Diameter 74 Mosaic Chequered Tiles ( Gray ) 75 H.D.P Container Syntax Or Water Tank 76 Nuts & Bolts 77 Mirror 40X50cm Plastic Frame 78 C.P. Towel Rail 24” 79 Hydraulic Door Closer 80 Gloves 81 G.I. Washers 82 G.I. J Or L Hooks 6 Mm Dia. 83 Rolling Shutter 84 Polypropylene Multifikunebt Woven Geotextile Fabric For Filter Bag 85 Geotextile Bags Size 2 X 1.50 M 86 Nut Boldts 12Mm Dia. 87 Lock For Drawer / Cupboard 88 Bleaching Powder 89 Gunny Cloth 90 Kharata 91 C.I. Bend 75 Mm Dia 92 Mosquito Proof Nylone Net 93 Lock For Sliding Shutter 94 Iron Oxidized Sliding Door Bolt 200 Mm It 12 Mm Dia 95 Handle 200 Mm Stainless Steel 96 90Cmx60cm Granite Plate Engraving 10Cm.Heigh Tletter 97 Telephone Black Granite 98 Road Barricade Perforated Fench ( 2000 X 1000 X 40 Mm ) 99 Binding Wire 100 Cautionary / Warning Sign Board S In Octagone Size Of______ Mm Made Out Of____ Mm Aluminumsheet 101 Rubble Stone Excluding Royalty 102 Aggregate 40 Mm ( Hand Broken ) Blasted Excluding Royalty 103 Sand -V.S.I. ( Vertical Shaft Impact Crusher ) Quality Artifitial Sand 104 Emulsion Rs1 ( Hincol ) Packed 105 Bitumen Vg 30 ( Bulk ) ( 60 / 70 ) 106 Bitumen Vg 30 ( Packed ) ( 60 / 70 ) 107 Rate Of Transportation Of Bulk Bitumen From Refinery To The Plant Site 108 Aluminium Sliding Window Of Two Tracks With Rectangular Pipe 109 Oil Enamel Paint / Flat / Glossy Paint ( Ready Mix ) ( With I.S.I. Mark ) 110 Synthetic Paint ( Ready Mix ) 111 Catonic Emulsion Paint 112 White Oil Paint 100Ml Pack Tin 113 Red Oxide Paint 114 Cement Paint 115 Steel Primer 116 Putty 117 Terpentine 118 Brush For Road Marking 10Cm 119 Lustre Paint 120 Textured Synthetic Paint 121 Plastic Emulsion Paint 122 Acraylic Emulsion Paint 123 Exterior Primer 124 Weather Shield Paint 125 Oil Bound Distemper 126 Roller Brush 127 Royale Luxury Emulsion Paint 128 Crack Filling Acrylic Polymer Based Chemical Compound Coating 129 Excavator ( Jcb Js140 / Tata Hitachi Ex120 Or Equivalent ) ) ( 0.6 Cum ) 130 Tandem Vibratory Road Roller 8 Tone 131 Static Road Roller 8 Tone 132 Tipper -6 Cum 133 Tractor With Rotevator 134 Concrete Mixer ( B ) 1 Cum 135 Crane 20 Tone Capacity 136 Crane 10 Tone Capacity 137 Generator ( B ) 63 Kva 138 Welding Machine 139 Water Tanker ( 15 Km Per Hour ) ( 9000 Liter ) 140 Road Marking Machine 141 Paver Finisher 7.5 Meter 142 Retroreflective Tape ( Engg Gr. ) 143 Moulded Shank Raised 144 Retro Reflective Sheeting Of Class B ( Type Iv High 19 Intensity Micro-Prismatic Grade Sheeting-Hip ) 145 Hot Applied Thermoplastic Compound 146 Preparation Of Detailed Plans And Estimates Of Road Including Typing In 5Copies, Ammonia Prints, Existing Or New Road / Gutter Including Taking L-Section And Cross Section At Every Item No.1.25 147 Preparation Of Detailed Plans And Estimates Of Raise Causeway On The Basis Of The Approved Detailed Survey Data Item No. 1.31 148 P / L Cast In Situ / Ready Mix Cement Concrete In M-10 Of Including All Materials Steel Centering, Formwork, Laying / Pumping, Compacting, Roughening The Mif Special Finishis 149 P / L Cast In Situ / Ready Mix Cement Concrete In M-20 Of Including All Materials Steel Centering, Formwork, Laying / Pumping, Compacting, Roughening The Mif Special Finishis 150 P / L Insitu / Ready Mix Cement Concrete M-20 Of Trap / Granite / Quartzite / Gneiss Metal For R.C.C. Work In Foundations Like Raft, Strip 151 P / C Bbm Inspection Chamber 60 X 45Cm 152 Painting Letters Up To 20 Cm Height Complete Brushes, Coir Brushers, Dusting, Cleaning, Including Cost Of Paint Etc. Complete. 153 Repair To Pot Holes And Removal Of Loose Material, Trimming Of Sides, Cleaning Of Surface By Providing Tack Coat , 20 Mm Thick Pre-Mix Carpet And Seal Coat As Per Morth Specification Clause 3004.1 And 3004.2 154 Bituminous Macadam : Proving And Laying Bituminous Macadam Using Crushed Aggregates Of Grading 1, Premixed With Bituminous Binder, Transported To Site With Vts, Laid Overa Previously Prepared Surface, Finished To The Required Grade, Level, Alignment, And Rolling To Achieve The Desired Compaction For 80 / 100 Mm Compacted Thickness With 3.3 % Using Specified Grade Of Bitumen.-- 155 Providing And Constructing 50 Mm. Thick Modified Penetration Macadam ( Mpm ) Road Surface Including All Materials, Preparing The Existing Road Surface, Spreading 40 Mm. Stone Layers Metal 100 % Crusher Broken Metal With Conical Crusher Palnt, Heating And Spraying The Bitumen Of Specified Grade @ 1.75 Kg / Sqm, Spreading 12 Mm. Size Chips Compacting With Static Roller Having Weight 8 To 10 Mt. 156 Open Graded Premix Surfacing -Providing And Laying Ogc 20 Mm Thickness Composed Of 13.2 Mm To 5.6 Mm Aggregates Premixed With Bituminous Binder Transported To Site With Vts, Laid Over Apre Viously Prepared Surface, Finished To The Required Grade, Level, Alignment, And Rolling To Achieve The Desired Compaction Vg-30 [email protected] / 10Sqmandwasteplastc0.876Kg / 10Sqm.Butexcludingprime / Tackcoat. 157 Providing Bituminous Type A Liquid Seal Coat On Bituminous Surface Including Supplying All Material Sand Bitumen Of Specified Grade Preparing Existing Road Surface, Heating And Applying Bitumen @ 0.98 Kgsqm. By Mechanical Means, Spreading Chip Sand Rolling, By Static Roller Having Weight 8 To 10 Mt.Etc.Complete.
Contract Date: Nov 28, 2025 Contract Value : ₹ 7.03 Lakh
Local Bodies No of Bidders 3
Maharashtra View Result →
45.
Petroleum and Natural Gas #8419808 AOC
Providing Miscellaneous Services For Maintenance/Upkeep/Cleaning Of All Type Of Equipment, Office And Store Assistance, Housekeeping, Horticulture Works And Handling Of All Materials At Erpl-Bolpur Pump Station-Assistance in condition based monthly/ yearly maintenance of mainline pump including cleaning, refilling of oil, disposal of waste in proper place including shifting of tools, and tackles as per instruction of EIC/Site Engineer. 2 Providing support service in Mainline engine 250 Hrs maintenance by shifting of Glacier filter to workshop, cleaning of filter, disposal of waste in proper place, oiling of fuel rack etc. including shifting of tools, and tackles as per instruction of EIC/Site Engineer. 3 Service support in condition based quarterly/monthly maintenance of compressor including engine of the diesel compressor. Cleaning of filter, external cleaning of cooling pipe and general cleaning of the compressor including shifting of tools, and tackles as per instruction of EIC/Site Engineer. 4 Service support in condition based qtrly/half yearly maintenance of the compressor, Cleaning of filter, external cleaning of cooling pipe and general cleaning of the compressor. Shifting of old lube oil from Air compressor room to sump pump etc. Shifting & cleaning of all parts like valves and heads of Air Compressor, inter stage cooler etc. from compressor room to workshop & back including shifting of tools, and tackles as per instruction of EIC/Site Engineer. 5 Service support in condition based yrly maintenance of the compressor, Cleaning of filter, external cleaning of cooling pipe and general cleaning of the compressor. Shifting of old lube oil from Air compressor room to sump pump etc. Shifting & cleaning of all parts like valves and heads of Air Compressor, inter stage cooler etc. from compressor room to workshop & back including shifting of tools, and tackles as per instruction of EIC/Site Engineer. 6 Service support in condition based qtrly maintenance of centrifuge in shifting of Centrifugal Bowl from shed to workshop and vice versa, cleaning, including shifting of tools, and tackles as per instruction of EIC/Site Engineer. 7 Service support in condition based Half yrly/ yrly/ 2 yrly maintenance of centrifuge in shifting of Centrifugal Bowl from shed to workshop and vice versa, cleaning, including shifting of tools, and tackles as per instruction of EIC/Site Engineer. 8 Assistance in condition based monthly maintenance of fire fighting engine and pump, cleaning of engine & pump including shifting of tools, and tackles as per instruction of EIC/Site Engineer. 9 Assistance in condition based 2 yrly/ 4 yrly maintenance of fire fighting engine and pump, cleaning of engine & pump including shifting of tools, and tackles as per instruction of EIC/Site Engineer. 10 Assistance in condition based monthly maintenance of Jockey pump, cleaning including shifting of tools, and tackles as per instruction of EIC/Site Engineer. 11 Assistance in replacement of engine lube oil in mainline engine (1450 ltrs approx). Lube Oil from engine shed to sump pump, shifting of old & new filter element, shifting of old & new engine oil. Cleaning of engine sump, cam chamber, oil bath chamber and removing old lube oil from pipings including shifting of tools, and tackles as per instruction of EIC/Site Engineer. 12 Providing support service in Mainline engine 1500/3000/1800 Hrs. Maintenance by shifting of heavy components and materials from pump shed to workshop and vice versa. Service support in removal of Breather valve from M/L engines, cleaning and refitting; cleaning of injectors components including shifting of tools, and tackles as per instruction of EIC/Site Engineer. 13 Service support in cylinder head replacement of mainline engine including assistance in removing & fitting of head, cleaning of parts shifting of tools, and tackles as per instruction of EIC/Site Engineer. 14 Assistance in shifting of new lube oil filled drum each 210 ltrs from lubeoilshed to pump shed for top up in mainline engine by operation dept. 15 Support service for condition based Qtrly/ 2 yrly maintenance of DU pump including general cleaning of the unit, Suction strainer cleaning and assistance in Loosening and tightening of the bolts and nuts including shifting of tools, and tackles as per instruction of EIC/Site Engineer. 16 Assistance for condition based Qtrly/ 4 yrly maintenance of sump pump including assistance in general cleaning of the unit and greasing of all the valves including shifting of tools, and tackles as per instruction of EIC/Site Engineer. 17 Assistance for condition based Qtrly/ Hyrly/ Yrly maintenance of OWS pump including assistance in general cleaning of the unit and greasing of all the valves including shifting of tools, and tackles as per instruction of EIC/Site Engineer. 18 Providing support service for condition based Hyrly/ Yrly maintenance of station valves including assistance in general cleaning and greasing including shifting of tools, and tackles as per instruction of EIC/Site Engineer. 19 Providing support service in cleaning of mainline pumping unit including auxilliaries with cotton waste, cloth(supplied by owner) including disposing of all oilly waste into proper dustbinincluding shifting of tools, and tackles as per instruction of EIC/Site Engineer. 20 Providing support services of labour for all other miscellaneous job in station. 21 Providing support services of labour as and when required for assistance in breakdown, predictive proactive maintenance, defective attending and exigency in extended hours. This item will be operated if the service of labour is utilized beyond normal working of 8 hours per day. 22 Cleaning of rupture tank of mainline engine including cleaning of drain line including shifting of tools, and tackles as per instruction of EIC/Site Engineer. 23 Support service for PIG preparation, lunching, retrieving including shifting, cleaning of PIG retrieved from barrel, cleaning of barrel, pit etc. including shifting of tools, and tackles as per instruction of EIC/Site Engineer. 24 Providing assistance in M/L Engine oil filter (lube oil & fuel oil) replacement including shifting of old & new filters (in each bank) including shifting of tools, and tackles as per instruction of EIC/Site Engineer. 25 Cleaning of compressors & fire fighting enginesincluding their starting vessel and pipings etc. including shifting of tools, and tackles as per instruction of EIC/Site Engineer. 26 Providing support service for condition based Hyrly/ Yrly maintenance of Basket Strainerincluding assistance in general cleaningand greasing including shifting of tools, and tackles as per instruction of EIC/Site Engineer. 27 Providing support service for condition based Monthly maintenance of EG at Pump station including assistance in general cleaningand greasing including shifting of tools, and tackles as per instruction of EIC/Site Engineer. 28 Providing support service for condition based Qtrly/ Hyrly/ Yrly maintenance of Foam Pump station including assistance in general cleaning and greasing including shifting of tools, and tackles as per instruction of EIC/Site Engineer. 29 Providing support service formaintenance of DRA Skid including assistance in general cleaningand greasing including shifting of tools, and tackles as per instruction of EIC/Site Engineer. 30 Assistance for refilling of DRA Chemical in storage tank forinjection pumpby operation dept. 31 Cleaning of CF Unit, DMFA Pump, DU Pump, DRA Skid unit, Foam Pump, 250KL Crude storage tank etc.including tools and tackles as per instruction of EIC/Site Engineer. 32 Assistance in condition based monthly maintenance of 800 KVA transformer including cleaning of transformer, oil and winding temperature checking, silica gel replacement, etc. complete in all respect including tools, tackles, etc. as per instruction of EIC/ Site Engineer. 33 Assistance in condition based yearly maintenance of 800 KVA transformer including cleaning of transformer, oil and winding temperature checking, silica gel replacement, IR value checking of transformer windings, earthing connection checking, nut bolt tightening, dismantling and reassembling of Transformer terminals, etc. complete in all respect including tools, tackles, etc. as per instruction of EIC/ Site Engineer. 34 Assistance in condition based half -yearly maintenance of 11 KV VCB maintenance including IR value measurement and checking, greasing and general cleaning of VCB, tightening of jaw of VCB, checking of electrical controls of VCB etc. complete in all respect including tools, tackles, etc. as per instruction of EIC/ Site Engineer. 35 Assistance in condition based yearly maintenance of Bus duct including cleaning, tightening of nut-bolts, terminal checking complete in all respect including tools, tackles, etc. as per instruction of EIC/ Site Engineer. 36 Assistance in condition based half yearly maintenance of 400 KVA DG including general cleaning, IR checking, tightening of nut bolts, earthing connections etc. complete in all respect including tools, tackles, etc. as per instruction of EIC/ Site Engineer. 37 Assistance in condition based half yearly maintenance of LT motors including IR value checking, general cleaning, panel and terminal block cleaning, greasing, etc. complete in all respect including tools, tackles, etc. as per instruction of EIC/ Site Engineer. 38 Assistance in condition based half yearly measurement of earth pit readings inside ERPL, Bolpur including measurement of individual earth pit as well as grid resistance values complete in all respect including tools, tackles, etc. as per instruction of EIC/ Site Engineer. 39 Assistance in condition based half-yearly maintenance of cable trench including general cleaning, cable inspection and checking, etc. complete in all respect including tools, tackles, etc. as per instruction of EIC/ Site Engineer. 40 Assistance in condition based half yearly maintenance of bulk storage heater including cable inspection and checking, etc. complete in all respect including tools, tackles, etc. as per instruction of EIC/ Site Engineer. 41 Assistance in condition based half yearly maintenance of OWS system electrical panels and related motors including general cleaning, cable inspection and checking, etc. complete in all respect including tools, tackles, etc. as per instruction of EIC/ Site Engineer. 42 Assistance in condition based quarterly maintenance of PCC/ MCC Panels at ERPL, Bolpur including cleaning of bus bars, electrical components, checking of control and power system, tightening of jaw, etc. complete in all respect including tools, tackles, etc. as per instruction of EIC/ Site Engineer. 43 Assistance in condition based half yearly maintenance of Centrifuge system electrical panels and related motors including general cleaning, cable inspection and checking, etc. complete in all respect including tools, tackles, etc. as per instruction of EIC/ Site Engineer. 44 Assistance in condition based yearly checking of Insulating Joint/Coupling complete in all respect including tools, tackles, etc. as per instruction of EIC/ Site Engineer. 45 Assistance in condition based half- yearly general checking of FLT & High Mast Towers including replacement of light fittings with owner supplied luminaries and associated accessories, greasing of Gearbox and motor of High Masts, cable replacement etc., complete in all respect including tools, tackles, etc. as per instruction of EIC/ Site Engineer. 46 Assistance in condition based half yearly/yearly general maintenance of Mainline Engine Electrical Auxiliaries including IR value checking, General cleaning and panel and terminal block checkingetc., complete in all respect including tools, tackles, etc. as per instruction of EIC/ Site Engineer. 47 Providing support services of labour as and when required for assistance in breakdown, predictive proactive maintenance, defective attending and exigency. 48 Providing support services of labour as and when required for assistance in breakdown, predictive proactive maintenance, defective attending and exigency in extended hours. This item will be operated if the service of labour is utilized beyond normal working of 8 hours per day. 49 Dusting of inside and cleaning of outside surface of various electrical and electronicpanels like PCC, MCC, PLC, UPS, Chargers etc. as per instruction of EIC/ Site Engineer (fortnightly). 50 Carrying telephone instruments for repair/ replacement from control building to site, admin. building, assistance in checking of telephone cables, restoration of telephone service as per instruction. 51 Assistance in taking battery readings, pouring of distilled water, applying petroleum jelly in lead acid batteries, cleaning of battery terminals taking all precautions for safety, cleaning of battery terminals for maintenance free/ sealed batteries taking all precautions as instruction. 52 Assistance during taking reading of equipment, telecom panels, carrying test equipment, laptops, multimeters, straight and cross ethernet cables, tools and tackles etc. for schedule maintenance/breakdown activity as per instruction. 53 Assistance in cleaning of telecom equipment, monitors, routers, switches, connectors, media converters, telecom exchange, telephones etc. as per instruction. 54 Assistance in cleaning of servers, workstations, computer peripherals, shifting of equipment, keeping & arranging various types of cables, adaptors, Software CDs, manuals properlyin racks as per instruction. 55 Assistance in dismantling, calibration, rectification, cable removal and termination, re-installation, leak arrestingin instruments of engines, boosters, MOVs, Fire Fighting engines, Tanks, Compressors, DG, centrifuge, OWS and other field instrument during carrying outschedule maintenance and calibration of instruments in workshop, cleaning of the instruments and assistance in keeping ready for spare & field use as per instruction. 56 Assistance in dismantling, calibration, rectification, cable removal and termination, re-installation of engines during 250 hrs,3000 hrs,9000 hrs and 18000 hrs. schedule maintenance. 57 Providing support services of labour as and when required in dismantling, calibration, rectification, cable removal and termination, re-installation, leak arrestingin instruments of engines, boosters, MOVs, Fire Fighting engines, Tanks, Compressors, DG, centrifuge, OWS and other field instrument during carrying out predictive, breakdown maintenance etc. as per direction of EIC/Site Engineer. 58 Providing support services of labour as and when required for assistance in breakdown, predictive proactive maintenance, defective attending and exigency in extended hours. This item will be operated if the service of labour is utilized beyond normal working of 8 hours per day. 59 Support service for Operation of oil water separator/sumpincluding cleaning, servicing of various equipment/crude tank in general Shift including Sunday, holiday(including monsoon period/ rainy day) the year as per direction of Engineer-in-Charge. 60 Support service for Operation of oil water separator/sumpincluding cleaning, servicing of various equipment/crude tankin beyond general shift including Sunday, holiday(including monsoon period/ rainy day) as per direction of Engineer-in-Charge. 61 Assistance for up keeping & segregation of registers, document photocopy, maintaining dispatch register, file shifting, preparation & servicing of tea/ coffee etc.as per instruction in general shift duty. 62 Assistance for keeping record of incoming & outgoing materials, maintaining materials register for spare, consumption record, materials staking in proper order, up keeping of store etc. as per instruction. 63 Assistance for up keeping of registers, document photocopy, maintaining dispatch register, file shifting, preparation & servicing of tea/ coffee etc.as per instruction beyond general shift duty. 64 Providing service support during 9000/12000/18000 hrs major maintenance of Mainline Pumping Units including dismantling, cleaning & fitting back of cylinder heads, turbocharger and associated ducts, jacket water header, exhaust header, injectors, fuel pumps, rocker arms, tappet covers, pistons, liners, connecting rods, Pumps, Pump seal, damper etc. Handling/shifting of various components of engine,pump and gearbox, loading& unloading of spares in vehicles as per requirement, emptying out oil from engine/GB/Pump/DSTs, shifting of lube oil barrels, draining of Jacket water/coolant/fuel/lube/diesel circuits, engine lube oil sump, oil bath filter sump, descaling of diff parts, cleaning of DSTs and oil bath filters mesh, C/A intercoolers. Filling of jacket water/coolant, lube oil in engine sump, oil bath filter sump,etc, and other associated works. Whole work is to be completed withing 24 working days. 65 Cutting grass and removal of the same outside the boundary area within 3 km lead all as per direction of EiC. (5500 sqm per month) 66 Vim powder / cleaning powder 67 ISI grade phenyl 68 Acid / Naphtha Ball 69 Coir Brushes / wire brushes 70 Finit. 71 Supplying & providing odonil cake (small)in wash basins, w.c. & other specified places as instructed. 72 Regular removing of cob web, spider nets, from all rooms, ceilings of Control Building, compressor room, lub.shed, store etc. complete 73 Regular removing of cob web, spider nets, from all rooms, ceilings of Pump shed,Fire fighting pump shed, Security room, water pump shed, foam pumpshed etc. complete 74 Maintaining all the rooms of the control building at pump station by daily cleaning through mechanical or other means including daily removal of garbage from waste paper baskets of the pump station complex and throwing the same to outside of boundary wall as directed. 75 Maintaining all the tables, chairs and other furnitures, equipments of the control room, all rooms of adm. building, security room by daily dusting off & swabbing (with water). 76 Cleaning & sweeping of all the roads, approach roads to the brick pavements, plinth protections of the pump station & tank farm. 77 Regular maintenance of lawn,hedge border plants, trees/ shrubs including weeding out all undesirable vegetation growth,watering forking & applying of manure, insecticides etc. with all labours tools, tackles complete as per direction of EIC (Total area approx 8000sq. M) Rate isper sq.m. per month. 78 Regular maintenance of trees & shrubs including weeding out all undesirable growth, watering forking & growth of plants including cutting of unwanted trees and trimming of branches of trees etc. as per direction of EIC with all labour manure, insecticides, etc. 79 Supplypreparation and application of brickcolour/ Ala wash/ Lime wash as and when required on the brick/tub & other area as per the direction of EIC including all labour tools, tackles complete in all respects. 80 Supplying at site manure & cowdung & good earth of approve quality by the Engineer- in- Charge including carrying, transportation, loading, unloading i.e. manpower, materials all inclusive. 81 Supplying and planting essential flowers annual flowers in flower bed including preparation of soil, application of required inclusive of all labour, tools, tackles etc. complete in all manure, medicine and water as and when required inclusive of all labour, tools tackles etc. complete in all respects . 82 Supply and planting seasonal flowers, annual flowers in flower bed including preparation of soil, application of manure, medicine and water as and when required inclusive of all labour, tools, tackles etc. complete in all respects- HYBRID VARIETIES 83 Cleaning, dusting & removal of stains of electrical fittings like ceiling fans, wall mounted fans and tube light fittings, etc. of the Control Building, Store, Security,Lubeshed,Compressor room,Pump shed, F/F shed etc complete as per direction of EIC/Site Engineer. 84 Cleaning of drinking water tanks located at the roof top of the buildings with bleaching/detergent or any other solvent/ powder with all labour and materials complete. 85 Cleaning & stripping bushes, grass, jungle, vegetation, shrubs, etc. including uprooting and collecting rotten hogla and removal of the same outside the boundary wall for a lead upto 5 km, dewatering if required, with all labour, tools & tackles and materials complete. 86 Cleaning of entire surface drains including removal of all rubbish, garbage, bush, uprooting vegetations (both sides of drain), debris, muck and all unwanted materials including throwing outside of the compound wall, including supply of all tools tackles required for the operation. 87 Cleaning soak pit 2.5m dia and disposal of unwanted materials to a distance of 500m 88 Material Loading, Unloading, shifting & handling of all types of materials such as loose pipes (bare/in bundles), fittings (loose/in lot), valves, electrical & instrumentation items and various other materials etc as received in packed/unpacked condition/wooden crates/boxes/pallets etcfromtruck/trailer using hydra with valid Fitness certificate issued by RTO and Load test certificate issued by competent authority & necessary insurance, to be carried out as per directions of Engineer-In-Charge/Site Engineer including cost of labour, slings, D shackles, tools & tackles etc. as required for proper handling of materials with necessarysafety precautions including the cost of Personal protective equipment such as helmets, safety shoes, hand gloves etc. and complete in all respects. 89 Manual handling of material such as loading/ unloading, packing/ unpacking, shifting, greasing, removal of rust, applying primer/paint over metal surfaces of pipes/fittings, vlaves etc and various miscellaneous jobs at material store yard/plant premises as required to complete the jobas per directionEIC/site engineer including cost of labour, tools, tackles, insurance of labour etc., considering all necessary safety precautions including the cost of Personal protective equipment such as helmets, safety shoes, hand gloves etc and complete in all respects.
Contract Date: Dec 11, 2025 Contract Value : ₹ 43.53 Lakh
Boards / Undertakings / PSU No of Bidders 2
West Bengal View Result →
46.
Housing Urban and Rular Development #8395807 AOC
Electrical Installation works in respect of shifting of the office of the West Bengal Seed Corporation Ltd. from 6, Ganesh Chandra Avenue, 5th floor, Kolkata-700013 to the 3rd floor of Bio-Control Laboratory Building at the premises of State Agriculture Research Institute,230A, N.S.C Bose Road, Kolkata-41. 1 Supply and fixing 415 V 160ATPN SFU with sheet steel enclosure with nuts bolts with S&F 3 Din-Type HRC fuse on angle iron frame on wall as per GS (Siemens/ L &T)[ 4(a)/D-3 ] 2 Supplying and fixing double door Vertical TPN MCB Distribution board for MCCB incomer with IP-42/43 protection, on angle iron frame on wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment. 3 8 Way ( Up to 160 A )Make - Legrand, Enclosure (607914 ) or equivalent model of Siemens/L&T as approved by E.I.C. [15/D-11 ] 4 Supplying and fixing double door Horizontal TPN MCB Distribution board with IP-42/43 protection, concealed in wall after cutting the wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment 5 8 WayMake - Legrand, Enclosure (607717 ) or equivalent model of Siemens/L&T as approved by E.I.C.[14/ D- 10 ] 6 Supplying and fixing double-door SPN MCB Distribution Board with IP-42/43 protection, concealed in wall after cutting the wall & mending good the damages to original finish incl. Inter connection with suitable size of copper wire and neutral link & provision for earthing attachment. 7 2+14 Way [Siemens Enclosure(8GB32102RC16) or equivalent model ofL&T /Crabtree/Legrand as approved by E.I.C. [ 13 / D- 9 & D-10 ] 8 Supplying and fixing 415 V Four Pole MCCB of Breaking capacity 25kA/35kAin existing Vertical DBs including necessary connection as per GS[ Make - Legrand/L&T/Siemens) as per direction of EIC] 9 160 A FP MCCB [10/D- 8 ] 10 Supplying and fixing 240/415 V MCB Isolator on din rail of existing DBs and necessary connection as per GS [Make-(Make:Legrand/L&T/ Seimens as approved by E.I.C] 11 63 A FP isolator[ 6 / D- 5 ] 12 40 A DP isolator [ 6 / D- 5 ] 13 Supplying and fixing 240/415 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connections per GS [ (Make:Legrand/L&T/ Seimens as approved by E.I.C ] 14 63A TP MCB[ 7 / D- 6] 15 6-32 A SP MCB [ 7 / D- 6] 16 S & F Timer Controlunit for Compound Lightwith 12-way SPN DB Box(Make.-L &T/ Crabtree/Legrand/ Siemens/ABB) . (For Compound Light)a) 12 way SPNDB or Timer DB-lnob) 40A DP MCB Isolator- Inoc) Digital 24hrs.Time switch-1 nod) 25A 2 pole power contactor-1noe) Centre off 2-way toggle switch-1 nof). 32A Barrier type Terminal -1 nog) LED indicating lamp-2 noh) 2x4+1x2.5 Sq.mm Cuwire(Gloster/ KEI/ RR Kabel) 17 Supplying and fixing PVC Rigid Conduit FR [Precision Make] on wall, ceiling with saddles and other accessories as required and mending good damages to building works 18 20 mm size[ 7(a)/ E- 16 ] 19 25 mm size[ 7(b)/ E- 16 ] 20 Cutting Channel of size (40 mm x 40 mm) on masonry wall by Electric operated cutting machine incl. supplying & fixing heavy gauge 19 mm, 3 mm thick Polythene pipe by means of anchoring chemical (Hilti/Sika) and GI U hooks of 8 SWG incl. supplying and drawing 18 SWG GI wire as Fish wire and mending good damages to original finish by using own tools and tackles 21 19 mm dia 3 mm thick polythene pipe without earth continuity wire [ 6a/ E- 3 ] 22 Distribution wiring in 1.1 KV grade 2x22/0.3 (1.5 sqmm) single core stranded FR PVC insulated & unsheathed copper wire (Brand approved by EIC) partly in 20mm size PVC rigid conduit FR (Precision make) [for ceiling portion only] and in 19mm bore, 3mm thick polythene pipe [for horizontal & vertical run embedded in wall], with 1x22/0.3 (1.5 sqmm) single core stranded FR PVC insulated & unsheathed copper wire for ECC, to light/fan/call bell points with Modular type switch (Legrand: Myrius/Arterio or equivalent model of Crabtree/Roma as approved by EIC) fixed on Modular GI switch board complete with 2 no. suitable size “Ph & N” copper bar with top cover plate making earthing attachment fixed on wall incl. mending good damages to original finish. [only PVC Rigid Conduit on ceiling and remaining portion concealed] 23 a) Average run 8 mtr [E-25/4(c)] 24 b) Average run 9 mtr [E-25/4(d)] 25 c) On Board(E-24/3-a) 26 Supplying and Drawing 1.1 KVsingle core stranded FRPVC insulated & unsheathed single core stranded copper wire (Brand approved by EIC) of the following sizes in the prelaid polythene/Rigid pipe and by the prelaid GI fish wire and making necy. connection as required 27 a) 2 x 22/0.3 (1.5 sqmm) + 1 x 22/0.3 (1.5 sqmm) ECC (E-9/1-b) (For 5A sockets) 28 b) 2 x 36/0.3 (2.5 sqmm) + 1 x 22/0.3 (1.5 sqmm) ECC (E-9/1-s) (For computer board and power plug) 29 c) 2x56/0.3 (4 sqmm) + 1x36/0.3 (2.5 sqmm) as ECC (E-9/1-v) (For AC circuit) 30 d) 2 x 84/0.3 (6 sqmm) + 1 x 56/0.3 (4 sqmm) ECC (E-9/1-y) (For HTPN DB to SPN DB) 31 e) 4x80/0.4 (10 sqmm) + 2x84/0.3 (6 sqmm) as ECC (E-9/1-d1) (For VTPN DB to HTPN DB) 32 Supplying and Drawing 1.1 KV single core stranded FR PVC insulated & unsheathed single core stranded copper wire (Make:- KEI/Havells/Polycab/RR Kabel/Mescab as approved by E.I.C) for working Voltage up to 1100 Volts of the following sizes in the PVC flexible conduit and making necy. connection as required incl. S & laying PVC flexible conduit pipe 33 a)4 nos/run x 1C 50 sqmm (For meter to main switch) 34 Finishing of the PVC insulated wire ends by socketting with pin/ ring type copper sockets and insulated tapes etc., including supplying sockets, tapes. 35 a) 2.5 sq mm [9(i) / F-5] 36 b) 4 sq mm[9(ii) / F-5] 37 c) 6 sq mm[9(iii) / F-5] 38 d) 10 sq mm[9(iv) / F-5] 39 e) 50 sqmm 40 Supply of4/3.5/2Core XLPEInsulated & Sheathed Armoured Aluminium Conductor cables for Working Voltage up to 1100 Volts of following sizes [ Make:- GKEI/Havells/Polycab/RR Kable/Mescab as approved by E.I.C] 41 a) 4 core 70 sq mm XLPE/A Al. Cable 42 b) 4 core 25 sq mm XLPE/A Al. Cable 43 c) 2 core 6 sq. mm XLPE/A Al. Cable 44 Laying of cable of following sizes on wall/surface including S & F MS clams with earthing attachment in 1/2 x 10 SWG GI (Hot Dip) Wire, making hole etc. as necy., mending good damages and paintinga) 4C x 70 sqmm(F-1/2-d) 45 b) 4C x 25 sqmm(F1/2-b) 46 c) 2C x 6 sqmm(F1/2-a) 47 Laying of cable as below, after cutting floor/pavement/wall/ and making holes incl., embedding the cable at an average depth as below and mending good the damages to original finish incl. removing the rubbish a) 4C x 70 sqmm at an average depth of 100 mm in floor/pavement/wall etc. (F-3/5-ii) 48 Laying of one No. cable above 35 sqmm and upto 185 sqmm in underground trench 460mm wide x 760mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per Mtr. including filling the space between the bricks and cable and also the trenchwith shifted soil, leveling up and restoring surface duly rammed(F-2/1-b) 49 S & F compression type brass cable gland complete with brass gland, brass ring & rubber ring for dust & moisture proof entry of the following XLPE/PVC armoured cable. a). 4 core 70 sq. mm.[F-4/7-c] 50 b) 4 core 25 sqmm.(F4/7-d) 51 c). 2 core X 6 Sqmm [F-4/7-a] 52 Finishing the end of following XLPE/PVC armoured cables by crimping method incl. supplying and fixing solderless socket (Dowels make), tapes, anticorrosive paste & jointing materials :a). 4 c 70 sq. mm [F-5/8b-xvii] 53 4 c 25 sq. mm [F-5/8b-xiii] 54 2 c X 6 Sqmm [F-5/8b-ii] 55 Supply of 4 core 2.5 sqmm XLPEInsulated & Sheathed Armoured Copper Conductor cables for Working Voltage up to 1100 Volts [ Make:- KEI/Havells/Polycab/RR Kable/Mescab as approved by E.I.C] 56 Supply & Fixing 240 V, 6 A, 3 pin Modular type plug socket (Legrand: Myrius/Arterior or equivalent model of Crabtree/ROMA approved by EIC) with 6A Modular type switch, without plug top on 4 Module GI Modular type switch board with 3 Module top cover plate flushed in wall incl. S&F switch board and cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc. (E-18/9-a) 57 Supply & Fixing 240 V, 16 A, 3/5 pin Modular type plug socket (Legrand: Myrius/Arterior or equivalent model of Crabtree/ROMA approved by EIC) with 16A Modular type switch, without plug top on 4 Module GI Modular type switch board with top cover plate flushed in wall incl. S&F switch board and cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc. (E-18/9-b) 58 Supply & Fixing 240 V, 3 nos. 6 A, 1 no 20A Modulartype plug socket with separate 3 nos. 6A & 1 no. 20A Modular type switch, Indicator & 20A Modular type SP MCB (C-Curve)on 2 row 18 Module GI Modular type switch board with 2 row 18 Module top cover plate flushed in wall incl. S&F switch board and cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc.(Legrand Myrius/Crabtree/ Siemens as approved by E.I.C] 59 Supply & fixing automatic single phase AC starter of 21Amp capacity equipped with Timecheck, Voltcheck & Ampcheck and 3-digit display (Make- Electron-model no.-OPL-3+ or equivalent model of L&T/Legrand as per dierction of E.I.C) to be fixed on 4Module GI box with all fixing accessories complete as to G.S. 60 Supply & Fixing 240 V, 25 A, 3 pin Modular type plug socket (Brand approved by EIC), without plug top and switch with 2 Module GI Modular type switch board with top cover plate flushed in wall and making necy. connections with PVC Cu wire and earth continuity wire etc. (E-17/5-a) 61 Supply of Single LED tube light fitting complete with all accessories [Philips make Cat No. TMC 502 1xT-LED 22W or equivalent model of Wipro] incl. supply of 1 nos. MAS 1200mm 18W 865 T8I -2100lm tube (Make -Philips/ Wipro) complete with all accessories. 62 Fixing only single/twin fluorescent light fitting suspended 25 cm bellow the ceiling with 2 No. 20 mm dia EI conduit (14 SWG) supports fixed with “L” type MS clamp whose one side fixed on ceiling with sutable size 4 nos. fastener and other side connected with the conduit with suitable size of bolts and nuts incl. S&F EI conduit, “L” type (125mmx125mm) 6mm thick and 25mm with MS clamps and connecting the length of PVC insulated wire and mending good damages to original finish and painting etc. by 2x24/0.20 mm (1.5sqmm.) flexible copper wire of 1.10 mt. length [C-2/17] 63 Supply and delivery of 24/25 W Indoor type 2x2 Fullglow recessedmounting LEDlight fitting complete with all accessories (Make-Philips, RC380B LED30S-6500 G6 L60W60 PSUOD S1/ Wipro CRCO10R024HP57G3 as approved by E.I.C) 64 Fixing of recessed mounted LED fittings on false ceiling incl. interconnection and necy. Fixing arrangement as per direction of EIC 65 Supply & delivery of Full metal body & blade wall bracket fan 18inch (1420 RPM)(make -EPC Heavy Duty/Crompton 450mm ACVORTEX 18 WM as approved by E.I.C) 66 Fixing only cabin/wall fan on wall/ceiling by S&F rag bolts, nuts & washers (6 mm dia x 62 mm long) or as reqd. incl. S&F 24/0.20 PVC insulated flexible copper wire 0.5 mt. length (C-4/29) 67 Supply of heavy duty Exhaust fan(Make-EPC Heavy Duty] 68 9( 230mm ) Speed 1370 RPM 69 Fixing only exhaust fan after making hole in wall and making good damages and smooth cement finish etc. as practicable as possible and providing necy. length of PVC insulated wire and making connection for exhaust of following diameter:23 cm (9)(C-4/28-a) 70 Supply & Fixing louver shutter on wall with necy. bolts & nuts (6 mm dia x 62 mm long)For 23 cm (9) Exhaust fan(D-14/32(a)] 71 Supplying & Fixing 240 V AC/DC superior type Ding-Dong Call Bell (Anchor) on HW board incl. S&F HW board.(D-13/20-a) 72 Supply & Fixing 240 V, 6A, plug socket with separate 6 A Piano key type switch (Brand approved by EIC) on sheet metal switch board on wall incl. S & F 150x100x65mm MS (16SWG) switch board and bakelite/ perspex top cover of 3mm thick by Brass screws after making housing for switch by cutting bakelite/perspex cover and making necessary connections as required. (E6/21) 73 Supply & Fixing 240 V, 6 A Piano key type switch (Brand approved by EIC) on sheet metal switch board incl. S & F 100x100x65mm MS (16SWG) switch board and bakelite/perspex top cover of 3mm thick by Brass screws after making housing for switch by cutting bakelite/perspex cover and making necessary connections as required.(E6/17.a) 74 Supply & Fixing 240 V, 20A, plug socket with separate 20 A Piano key type switch (Brand approved by EIC) on sheet metal switch board embedded in wall incl. S & F 150x100x65mm MS (16SWG) switch board and bakelite/ perspex top cover of 3mm thick by Brass screws after making housing for switch by cutting bakelite/perspex cover and making necessary connections as required. (E6/22) 75 Supply and fixing of of 2ft long, 10W LED batten Tube light (polycarbonate body) with necessary accessories and connection. [Make: Philips (Signify) slimline ultra/similar model of crompton/Wipro approved by EIC] 76 Supply & delivery of 10W LED surface mounted bulkhead fittings with aluminium die cast and poly carbonate diffuser, having Colour temparature (CCT) -4000K , Luminous efficiency - 110 lumen/watt (Make-Philips ( Signify) Endural WT202W LED 10S NW PSU S3 PC or equivalent model ofWipro as approved by E.I.C) 77 Fixing only bulk head ceiling fitting on wall /ceiling by screws etc.(C2/13) 78 Supply and Installation of LED Signboardwith steel/ Acrilyc letters on ACP Board as such LED fixed inside the steel / Acrilycletters on ACP board, the main structure board of suitable size to accommodate all the matters/contents as approved by the authority to be made with 25 x25 x4 mm MS angle iron, 18 SWGsquare/ roundhollow bar suitable size , Base plate (10 mm thickness) required for fixing the necy. nos. nuts, bolts, washers, supporting angle iron, Clampetc. and ACP sheet on all sides to be moulded uniformly of the boardto be provided. Back side of the board should be covered with 22 SWG Al sheet to protect rain water.The sign board should be fixed on existing position of the premises with suitable supporting arrangement on wall and & mending good damages as per direction of EIC. Colour of ACP & letter will be as per direction of EIC. The Cost of transportation, necessary iron angle/flat, nuts-bolts,washers, welding & scaffolding arrangement for fixing the sign board with necessary supporting MS structure(25x25x4mm angle iron) are included. [02 nos Sign board and each Sign Board of size- 10ft x 4ft(approx.) or of suitable size to accommodate all the matters/contents as approved by the authority] 79 actual Letter contents/Govt. LOGO/actual etc. sign will be executed as per approval of the authority) 80 Overall size of LED sign ACP board will have to be in the shape to accommodate all the letter contents/signs as approved by the Authority 81 Steel letters and front side Acrilyc cover on ACPboard, Thickness : 05 mm (Make: ISI Approved) 82 Letter : Size of8/ 9 / 12, Colour: white / red/ blue or any other colour as approved by the authority/E.I.C 83 LED : necessary module wattage, life-100000 burning hours, double / triple line to be fixed in theAcrilyc letters on ACPboard (make: Samsung / ISI Approved) 84 Necessary Electronic Diver / power supply device to be fixed in the ACP or suitable places 85 Intensity : Same & smooth uniform throughout without any dark patch 86 Visibility : upto 500 meters for normal eyes 87 Suitable copper wire laying through PVC rigid or flexible pipe & terminal connection as per direction of the EIC. 88 S & F Lightning Conductor Air Terminal made of 20 mm dia 1000 mm long GI pipe (ISI Medium) having five discharge prongs of 4 SWG GI (Hot Dip) wire at top duly soldered/ welded with 7/16 stranded GI (Hot Dip) wire and 85 mm dia 6 mm thick GI base plate at bottom incl. necessary holes etc. complete duly grouted on the parapet etc. in CC mortar ( 4:2:1), including thimble joints of 7/16 SWG wire and (25 x 6) mm GI strip with SS nuts, bolts & washers. (P-J-2/Item-14 + NS) 89 Supply & fixing of 25 mm x 6 mm thick GI (Hot Dip) flat / stripsfor Horizontal & Vertical run on wall / floor with GI shaddles as required including drilling holes, bolts, nuts, washers, etc./ and mending good the damages to buildingworks . (Page : G-3/Item-5d). 90 Cutting cornices/ steps etc. including cutting recess in buildings etc. & supply & fixing 40 mm bore (ISI-Medium) GI pipe protection as below and mending good damages to the building works: (P:J-1/Item-4)i)Length upto 0.5 Mtr 91 ii)Length above 0.5 Mtr 92 Hiring charges for scaffolding arrangement including dismantling at the end of work and carriage, for LC installation, per storey of building per vertical run. (P : J-1/Item-7) 93 Supply & Fixing of Testing Joints by 25 mm x 6 mm thick GI (Hot Dip) strip 125 mm long on wall after making suitable arrangement to establish a clearance of 50mm from wall for making junction connection with vertical conductor and conductor from earth electrode complete with S & F GI bolts, nuts, check-nuts, spring washers etc. as required. 94 Earthing with 65 mm dia GI pipe (TATA-Medium) 3.0 Mts. long with welded 2 nos. half circle bracket made of GI strip (65 x 8) mm. with two holes on extended portion of the each strip of length min. 250 mm , and 1 No. 50 mm x 6 mm galvanized (Hot Dip) steel strip (4 Mts. long), 20 mm dia x 125 mm long galvanized bolt, double nuts, double washers including finishing both ends by making holes etc. and S & F 65 mm dia GI pipe (ISI-Medium) protection (3 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level to an average depth of 3.65 Mts 95 Excavation of soil for installation of Earth Electrode and filling & ramming as to GS. (For morum soil)(Page : G-1/Item-1b) . 96 Supply, Laying & Fixing of 50mm x 6mm galvanized (Hot Dip) steel strip in underground trench for interconnection between the Earth Points by joining 97 Jointing for Horijontal & vertical run of GI strip through welded joint of (25 x 6) mm or (50 x 6) mm GI Strip to Lap joints/ T joints, etc. and painting the joints with 2 (two) coats of bituminous paint. 98 Extra for providing masonery enclosure on the top of the earth electrode of overall size 86.36 cm x 86.36 cm x 46 cm deep (below Ground level) complete with cemented brick work(1:6) of 25 cm width duly plastered with cement morter (inside) CI hinged inspection cover of size 36.56 cm x 35.56 cm with locking arrangement, GI reducer including drilling of 46 nos.12 mm dia holes on the GI pipe (G-2/3a) 99 Add GST@18% 100 Add LWC@1%
Contract Date: Dec 02, 2025 Contract Value : ₹ 14.91 Lakh
Government Departments No of Bidders 4
West Bengal View Result →
47.
Railways #8361499 AOC
Supply Of Sulphuric Acid Solution Having Nominal Specific Gravity 1210 Or As Suitable For Low Maintenance Lead Acid Stationary Secondary Cells.Sulphuric Acid Solution Having Nominal Specific Gravity 1210 Or As Suitable For Low Maintenance Lead Acid Stationary Secondary Cells.,Supply Of Sulphuric Acid Solution Having Nominal Specific Gravity 1210 Or As Suitable For Low Maintenance Lead Acid Stationary Secondary Cells As Per Specification No. Irs:S: 88/2004 Or Latest For S&T I Nstallations : 80 Ah/120 Ah/ 200 Ah/ 300 Ah. Sample Should Be Supplied And Get Approved By Railways Befo Re Bulk Supply. Solution Should Be Supplied In 30 Liter Container Suitable For Storage Of Sulphuric Acid. Utmo St Case And Necessary Pre Cautions Must Be Ensured During Supply And Transportation By Agency. Note# A Dvance Sample To Be Approved By Consignee Before Bulk Supply. Accepted Make-Rajesh Chemicals P Ltd. M Odel-Sulphuric Acid Gravity 1210 As Per Irs:S:88/2004 Or Latest Packed In 30 Litre/ 20 Litre Hdpe Jar. [ Warr Anty Period: 30 Months After The Date Of Delivery ] ]
Contract Date: Dec 02, 2025 Contract Value : ₹ 2.91 Lakh
Government Departments No of Bidders 1
Odisha View Result →
48.
Drinking Water Supply and Sanitation #8217914 AOC
Tender For Augmentation Of Rural Water Supply Scheme Goriya, Sewali And Sawantpura Jaitaki Dhani , Mla Constituency Khandela, Distt.- Sikar - 1 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications, with gravel as per IS:4097-1967 and its packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. 2 Upto 100 Meter depth 3 Nominal bore 200 mm dia 4 Construction of tube well after completion of drilling by rotary/ percussion method & upto 100 mtr depth in all type of rocks by DTH system as per IS : 2800 (Part I & II) 1979 as amended up to date. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal bore of casing pipe. Nominal bore 200 mm dia. 5 Add 15% extra on above item (item no. 2.3.1 to 2.3.2) for drilling depth beyond 100 mtr and upto 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and upto 200 mtr. 6 Add 30% extra on above item (item no. 2.3.1 to 2.3.3) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr. 7 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 8 Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.200 mm dia 9 Supply and fixing of M.S. clamp set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 10 Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 11 50 mm dia 12 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 13 3 core 4.0 Sq.mm 14 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. 15 16.0 Sq.mm, 4 core 16 Providing & fixing of double flanged CI body ISI marked NRV of approved make of following size. 17 65 mm 18 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.80 mm dia 19 Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerine filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminium 20 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended up to date of approved make including cost of all material and labour as per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. 21 65 mm dia 22 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18 and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. 23 Above 5HP & upto 10 HP 24 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. B class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. 25 Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 26 7.5 KW (10 HP) & head above 120 mtr. 27 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. 28 Providing, lowering, laying and jointing in trenches, standardlengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended up to date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing,disinfection, commissioning etc. complete as per technicalspecifications and direction of Engineer-in-charge of following classand diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing,design and layout are inclusive in RM measurement of the item andshall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 29 HDPE PE-100PN-10 30 90 mm 31 110 mm 32 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipeline including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth includingconsolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 33 In All Typeof Soil 34 Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 35 Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer. 36 Bituminous courses 37 Granular courses 38 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting,guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work. 39 Providingand laying in position cementconcrete in specified gradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. 40 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 41 Providing and laying granular sub-base material having P.I.not more than 6 including spreading in layers not exceeding150 mm compacted thickness and consolidation by 8-10tonne power roller to required camber and grade includingcost of water and hire charges of machinery including T&Pwith all lead (Compacted thickness to be measured).asper MoRTH specification table 400-1, 400-2,Grading - I Material 42 Providing, laying, spreading and compacting stoneaggregate for Wet Mix Macadam (as per table 400-12 and400-13) specification including premixing the material withwater to OMC in wet mix plant as per approved design mix,carriage of mixed material by Tipper to site, laying inuniform layers with motor grader/Front end Loader/paverfinisher, in sub base/ base course on a well prepared underbase and compacting with vibratory roller to achieve thedesired density including lighting, guarding, barricading andmaintenance of diversion etc. (MoRTH specification :Clause 406 & Clause 112) by mechanical means with alllead . 43 Providing and laying open graded premix carpet 20mmthick (compacted) on prepared surface in a single courseas wearing course composed of specified graded crushedaggregates as per Table 500-23, heating bituminous binder@ 14.6 Kg/10 Sqm.(60/70 grade) and aggregates in HotMix Plant (including cost of anti-stripping compound ,wherever required), transporting the mixed material withtipper and laying with paver finisher to the required leveland grade, rolling with power roller, 8-10 tonne butexcluding cost of tack and seal coat with all lead .[MoRTHSpecification : Clause 510 & 112] 44 In Hot Mix Plant 40-60 TPH, including loading ofaggregates with Front end loader bitumen VG 30 45 Providing and laying premix seal coat using hot mix plantand paver finisher with aggregates of 6.7mm size definedas 100% passing through 11.20mm sieve and retained on2.36mm sieve with 0.09 cum per 10 Sqm and 4.5%bitumenincluding preparation and transportation of mix, spreading,laying and rolling etc. complete in all respect including costof binder with all lead of mix material. 46 VG 30 47 Providing and laying paving fabric with physicalrequirements as per table 704-2 over a tack coat of pavinggrade Bitumen 80-100 penetration, laid at the rate of 1 kgper sqm over thoroughly cleaned and repaired surface toprovide a water resistant membrane and crack retardinglayer. Paving fabric to be free of wrinkling and folding and tobe laid before cooling of tack coat, brooming and rolling ofsurface with pneumatic roller to maximise paving fabriccontact with pavement surface 48 Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per directionof Engineer. 49 Manually Operated Class PN 1.0 50 100 mm 51 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 52 100 mm dia. 53 ConstructionofRCCSluicevalvechamberfordifferenttypeofvalves includingearthworkexcavation,100mmPCCM15 aslevellingcourse, RCC M25 grade for base slab, side wall & cover slab , including cost of steelreinforcement,formwork,Pre-castslabs,plasticencapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as per direction of Engineer-in-Charge. 54 For Class-A loading 55 Sluice valve chamber of size1.13m x0.85m x1.27mfor pipe size-upto100mm 56 Providing, lowering, laying and jointing in trenches, standardlengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended up to date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing,disinfection, commissioning etc. complete as per technicalspecifications and direction of Engineer-in-charge of following classand diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing,design and layout are inclusive in RM measurement of the item andshall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 57 HDPE PE-80PN-6 58 140 mm 59 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipeline including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth includingconsolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil 60 In All Typeof Soil 61 Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 62 Dismantling of flexible pavements and disposal of dismantledmaterials up to a lead of 50 metres as directed by Engineer. 63 Bituminous courses 64 Granular courses 65 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting,guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work. 66 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe lineand chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technicalspecification and scope of work. 67 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominalsize). 68 Providing and laying granular sub-base material having P.I.not more than 6 including spreading in layers not exceeding150 mm compacted thickness and consolidation by 8-10tonne power roller to required camber and grade includingcost of water and hire charges of machinery including T&Pwith all lead (Compacted thickness to be measured).asper MoRTH specification table 400-1, 400-2,Grading - I Material 69 Providing, laying, spreading and compacting stoneaggregate for Wet Mix Macadam (as per table 400-12 and400-13) specification including premixing the material withwater to OMC in wet mix plant as per approved design mix,carriage of mixed material by Tipper to site, laying inuniform layers with motor grader/Front end Loader/paverfinisher, in sub base/ base course on a well prepared underbase and compacting with vibratory roller to achieve thedesired density including lighting, guarding, barricading andmaintenance of diversion etc. (MoRTH specification :Clause 406 & Clause 112) by mechanical means with alllead . 70 Providing and laying open graded premix carpet 20mmthick (compacted) on prepared surface in a single courseas wearing course composed of specified graded crushedaggregates as per Table 500-23, heating bituminous binder@ 14.6 Kg/10 Sqm.(60/70 grade) and aggregates in HotMix Plant (including cost of anti-stripping compound ,wherever required), transporting the mixed material withtipper and laying with paver finisher to the required leveland grade, rolling with power roller, 8-10 tonne butexcluding cost of tack and seal coat with all lead .[MoRTHSpecification : Clause 510 & 112] 71 In Hot Mix Plant 40-60 TPH, including loading ofaggregates with Front end loader bitumen VG 30 72 Providing and laying premix seal coat using hot mix plantand paver finisher with aggregates of 6.7mm size definedas 100% passing through 11.20mm sieve and retained on2.36mm sieve with 0.09 cum per 10 Sqm and 4.5%bitumenincluding preparation and transportation of mix, spreading,laying and rolling etc. complete in all respect including costof binder with all lead of mix material. 73 VG 30 74 Providing and laying paving fabric with physicalrequirements as per table 704-2 over a tack coat of pavinggrade Bitumen 80-100 penetration, laid at the rate of 1 kgper sqm over thoroughly cleaned and repaired surface toprovide a water resistant membrane and crack retardinglayer. Paving fabric to be free of wrinkling and folding and tobe laid before cooling of tack coat, brooming and rolling ofsurface with pneumatic roller to maximise paving fabriccontact with pavement surface 75 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 76 Manually Operated CI Sluice valve of Class PN-1.0 77 150 mm HW 78 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 79 150 mm 80 ConstructionofRCCSluicevalvechamberfordifferenttypeofvalves includingearthworkexcavation,100mmPCCM15 aslevellingcourse, RCC M25 grade for base slab, side wall & cover slab , including cost of steelreinforcement,formwork,Pre-castslabs,plasticencapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as per direction of Engineer-in-Charge. 81 For Class-A loading 82 Sluice valve chamber of size1.17m x0.95m x1.415mfor pipe size-from 125-to-150mm 83 Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall. e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab. j) Providing and fixing water level indicator (float type).k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall). n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground. o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir. q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 84 Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 20 M 85 KL 86 Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required suchas duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 87 For OHSR 88 100 mm 89 150 mm 90 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/FResilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubbletight), straight and pocket less body passage of approved make of following class &dia complete confirming to BS-EN-1171/ AWWA C-509 and of followingspecifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as perDIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shallvulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face toface dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din3202 F4, Stem/ spindle of SS AISI 316/410 Electrostatic epoxy powder(EP-P)/Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimumthickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Boltconfirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of blackEPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valvesincluding all jointing & jointing material, labour, testing and commissioning alongwith pipe line as per Technical Specifications and as per direction of Engineer-incharge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 91 Manually Operated Resilient Seated Sluice Valves of Class PN 1.0 92 100 mm 93 150 mm 94 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 95 100 mm dia. 96 150 mm dia. 97 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 98 BFM100 mm 99 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 100 125 mm dia. 101 ConstructionofRCCSluicevalvechamberfordifferenttypeofvalves includingearthworkexcavation,100mmPCCM15 aslevellingcourse, RCC M25 grade for base slab, side wall & cover slab , including cost of steelreinforcement,formwork,Pre-castslabs,plasticencapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as per direction of Engineer-in-Charge. 102 For Class-A loading 103 Sluice valve chamber of size1.17m x0.95m x1.415mfor pipe size-from 125-to-150mm 104 Fabrication, supply of flanged/ plain ended MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete (excluding flanged jointing wherever required) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.Note : E/w to be measured and paid separately. 105 MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) 106 Construction of RCC Dome type Ground Level Service Reservoir (GLSR) of following capacity as per the Scope of work and Technical specifications, consisting of the following main activities: - 107 a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation & all RCC Work.c) All the GLSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall giving.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from top bottom Slab inside container. Providing and fixing water level indicator (Float type). 108 i) Providing and fixing MS ladder from ground to top slab with safety cage. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipe of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. 109 Rates for RCC GROUND LEVEL SERVICE RESERVOIR SEISMIC ZONE-II & III andSBC18T/sqm 110 100 KL capacity 111 Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. 112 Note: The rates for DI double flanged pipes shall be reduced 5%, if used other than OHSR pipes. 113 100 mm 114 Providing and fixing of flanged/ plain ended MS special of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depth in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. 115 Providing, lowering, aligning, fixing in position in pipe line at work site,DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) ,Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete onfirming to BS-EN1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valvesincluding all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.PN 1.6 Manually Operated 116 100 mm 117 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 118 100 mm 119 SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work.(AT INLET PIPE OF CWR) 120 BFM100 mm
Contract Date: Nov 07, 2025 Contract Value : ₹ 95.20 Lakh
Government Departments No of Bidders 15
Rajasthan View Result →
Madhya Pradesh View Result →
50.
Defence #8164660 AOC
Tender For Addn / Altn And Special Repair To Bdlg No P-02, P-03, P-04, P-05 & P-10 , P-119And P-187Under Ge (A) Kolkata.; 1 NOTE (Applicable for all items) :-(i) The bidders/contractorsare advised to read tender document & all corrigendum / amendments and General conditions of contracts before entrying/quoting the rates.2. It is highlighted that the certain condition of General Condition of Contracts (IAFW-2249) has been modified as per direction of MoD i.e. inclusssion of Performance Security, deletion of Risk & Cost Provisions and increase in defect liability period all as per tender documents. The tenderers should keep in mind while quoting their offer. 2 Consultancy services for health assessment of building/structure auditand chemical rehabuiltation and retrofitting offollowing buildings to find out distressed mapping report and preparation of detailed project report and structure design and drawings of these roof slabs/beams/chajjas/ walls and check present condition of structures and also find out: 1. List of buildings which has structurally sound and floor slabs/roof slabs/beams/chajjas/columns/walls of these buildingcan be repairs in normal maintenance.2. Prepare structure design and drawings of balance distressed roof slabs/beams/columns/chajjas etc. as per IS 456: 2000, IS 1893: 2016 & IS 13920: 2016 (with latest revision) with loading in accordance of IS 875 & IS 1893. The seismic provisions shall be incororated for zone IV.(a) Consultant shall solely be responsible for arrangement of Thermal Scanner and additional Tools & Plants, transportation and residence etc for their staff without any extra cost. (b) The consultant required to be submitted the detailed project report, distress mapping report and drawingsin four hard copy along with a soft copy in CD & shall be vetted from IIT only. 3 NOTE 1:- Consultancy for health assessment of building/structures repair/ retrofitting work and distress mapping report including the following deliverables will be provided for the proposed Health Assessment Job:- a) Visual Inspection Report. b) NDT & Non-NDT Test Reports. c) Health Assessment report including interpretation of test results, statistical & comparative analysis, suggestion/recommendation of repair/retrofitting methods including methodology for retrofitting works, material specification, work specification, detailed estimate for verification of quantities/specification as per related items of BOQ for buildings under the scope.d) Identify all the deteriorated Elements by Visual Inspection.e) Ascertain the residual strength of those elements from DT/NDT tests.f) Recommendation to strengthen the elements.g) Recommendation for Economic repairing/retrofitting technologies.h) Detail repair methodology as per deteriorated elements location details.i) Providing item Specification and works specification in terms of safety, materials, manpower and equipment.j) Submit the detail estimate for structural retrofitting items.k) Checking the strength of repaired members.l) The Consultant/Representative shall be present at all times during execution of the structural repair scheme for technical supervision. 4 NOTE 2:- Test report of Rebound Hammer test, Ultrasonic Pulse Velocity (USPV) test, Half Cell Potential test, Carbonation Test, Cover Meter Test, Rebar Scan Test, Concrete Core Cutting Test, Chemical Tests (PH, Chlorides & Sulphates on core cuttting Samples).NOTE 3:- As per E-in-Cs Branch Policy in vogue any qualified firm with exprience & proven track record in the field of Structural Consultancy and Chemical Rehabuiltation will only be hired for Structural Consultancy, Structural repair and Chemical Rehabuiltation work.NOTE 4:- Building wise detail scope of work including Consultancy service are mentioned in Sch A Notes. 5 Demolition of brick work or stone/boulder masonry, built in cement mortar including all quions, arches, pillers etc complete all as specified and as directed. (Upto 4th storey height building) 6 All as per item No. 2.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 7 All as per item No. 2.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 8 Demolition ofreinforced Concrete of any description and in any position not otherwise specifically provided for(reinforcement cut as required to facilitate demolition) complete all as specified andas directed. (Upto 4th storey height building) 9 All as per item No. 5.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 10 All as per item No. 5.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 11 Demolition of cement concrete of any description and in any position not other wise specifiy provided for complete all as specified and as directed. (Upto 4th storey height building) 12 All as per item No. 8.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 13 All as per item No. 8.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 14 Demolition of cement concrete (unreinforced) in ground floors and paving not exceeding 15cm thick (below or above ground level) and removal of rubbish from the site complete all as specified and as directed. 15 Taking down old rusted unserviceable steel collapsible gates or rolling shutters of any size including taking out holdfasts/anchorages and other fixtures complete all as specified and as directed. (Upto 4th storey height building) 16 Taking out / Stripping of old Roof treatment membranes /Tar felt including layer ofcement mortar of any type carefully from existing roof surfaces (without damaging roof ) including preparation of old roof surfaces by picking, sweeping, cleaning and washing down with water to remove dust & receive new treatment complete all as specified and as directed.(Upto 8th storey height building) 17 Taking down cement plaster of any description built in cement mortar on brick or stone walls etc including racking out joints, hacking for Key, scrubbingdown with water etc. complete all as specified and as directed. (Upto 4th storey height building) 18 All as per item No. 14.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 19 All as per item No. 14.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 20 Dismantling of Asbestos Cement (corrugated, semi corrugated etc) roof sheets including ridge and valley etc as in roof covering and segregating serviceable sheet for stacking and removing unserviceable materials from site of work complete all as specified and as directed. (Upto 4th storey height building) 21 Dismantling Wall and ceiling boards (fibre, pulp, insulation, etc.) or insulation boards/slabs/blankets, any thickness, including cover fillets complete all as specified and as directed. (Upto 4th storey height building) 22 Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and rubbish off the premises (outside of MOD land) complete all as specified and as directed. (Upto 4th storey height building) 23 All as per item No. 19.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 24 All as per item No. 19.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 25 Dismantling of stone slabs and tiles of any description or thickness in floors,aprons etc laid, bedded & pointed in any mortar complete all as specified and as directed. (Upto 4th storey height building) 26 All as per item No. 22.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 27 Taking down rusted steel windows/ventilators of any description and any size including shutters complete all as specified and as directed. (Upto 4th storey height building) 28 Taking up or down 20mm bore steel water tubingand connections,including cleaning for refixing and deposited to stores complete all as specified and as directed. (Upto 12th storey height building) 29 Taking up or down 25mm bore steel water tubingand connections,including cleaning for refixing and deposited to stores complete all as specified and as directed. (Upto 12th storey height building) 30 Taking up or down 40mm or 50mm bore steel water tubingand connections,including cleaning for refixing and deposited to stores complete all as specified and as directed. (Upto 12th storey height building) 31 Taking down UPVC pipe 50 mm bore with fittings complete all as specified and as directed. (Upto 4th storey height building) 32 Dismantling of 100mm cast iron or reinforcedconcrete drain pipes, jointedincement mortarcomplete all as specified and as directed. (Upto 12th storey height building) 33 Dismantling wrought iron or mild steel work of any description not otherwise provided for and segregating serviceable materials and keeping for reuse at site and removing unserviceable materials from site of work complete all as specified and as directed. (Upto 4th storey height building) 34 All as per item No. 30.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 35 All as per item No. 30.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 36 Taking down wooden chowkats or frames with shutters, area exceeding 1.50 Sqm but not exceeding 4.00 Sqm of each shutter (without taking of shutters from the frames) complete all as specified and as directed. (Upto 4th storey height building) 37 All as per item No. 33.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 38 All as per item No. 33.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 39 Taking down wooden chowkats or frames with shutters, area not exceeding 1.50 Sqm of each shutter (without taking of shutters from the frames) complete all as specified and as directed. (Upto 4th storey height building) 40 All as per item No. 36.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 41 Taking down wooden shutters of any description exceeding 1.00 Sqm but not exceeding 2.00 Sqm eachcomplete all as specified and as directed. (Upto 4th storey height building) 42 All as per item No. 38.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 43 All as per item No. 38.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 44 Materials and labour for providing chemical emulsion for Post Constructional Antitermite Treatmentof voids in masonry using chemical emulsion one litre per hole, at 300mm intervals including drilling holes at 45 degree and replugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to match the existing floors complete all as specified and as directed. (Upto 4th storey height building) 45 All as per item No. 41.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 46 All as per item No. 41.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 47 Materials and labour for providing chemical emulsion for Post Constructional Antitermite Treatment along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. in apron complete all as specified and as directed. 48 Material and labour for hardcore of broken stone or boulder of gauge not exceeding 63mm, deposited, spread and leveled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and as directed. 49 Materials and labour for sand filling under the floor or paving, laid including watering and consilidation to obtain a true rammed surfacecomplecte thickness complete all as specified and as directed.Note :- For payment purpose punned thickness shall be measured. 50 Materials and labour for PCC 1:2:4 Type B2 (using 40mm graded crushedstone aggregate) as in filling sunken floor complete all as specified and as directed. (upto 04 storey High of building) 51 All as per item No. 47.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 52 All as per item No. 47.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 53 Material and labour for Plain Cement concrete as in saucer drains Type B1 1:2:4 (using 20 mm graded aggregate), slope shall be maintained as per site requirement complete all as specified and as directed. 54 Material and labour for PCC 1:2:4, type B-1 (using 20mm graded stone aggregate)as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary use and waste of formwork complete all as specified and directed. (upto 04 storey High of building) 55 Material and labour for plain cement concrete type B0 (1:2:4) (using 12.5 mm graded aggregate) as in hold fast block kerbs or mud stops, rounded or chamfered etc comlete all as specified and as directed. 56 Material and labour for reinforced cement concrete 1:2:4 type B1 (Nominal Mix) (using 20mm graded stone aggregate) as in beams, cantilevers, lintel over 1.50m span complete all as specified and as directed. (upto 04 storey High of building) 57 Material and labour for reinforced cement concrete 1:2:4 type B1 (Nominal Mix) (using 20mm graded stone aggregate) as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed. (upto 04 storey High of building) 58 All as per item No. 54.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 59 All as per item No. 54.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 60 Material and labour for precast cement concrete 1:3:6, type C1, (using 20mm graded stone aggregate) as in kerb stone/bond stone including necessaryform work set in cementmortar(1:4)complete all as specified and as directed. 61 Materials and labour for25mm thick PCC 1:2:4 type B0 (using 12.5 mm graded crushed stone aggregate) as in sub base and finished the surface fair and even complete all as specified and as directed. 62 Material and labour for 75mm thick PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in plinth protection including construction joints 10mm wide x 75mm thich filled with mastic bitumen @2.5m c/c including corner and finished the surface even and smooth without using extra cement completeall as specified and as directed. 63 Material and labour for 150mm thick PCC (1:2:4) type B2 (using 40mm graded stone aggregate) as in sub base and finished the surface fair and even completeall as specified and as directed. 64 Material and labour for brick work with fly ash bricks, old size,straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and as directed. (upto 04 storey High of building) 65 All as per item No. 61.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 66 All as per item No. 61.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 67 Materials and labour for half brick thick brick work with fly ash bricks, old size straight or curved on plan to any radius built in cement mortar(1:4) complete all as specified andas directed. (upto 04 storey High of building) 68 All as per item No. 64.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 69 All as per item No. 64.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 70 Materials and labour for use and waste offormwork to sides and soffit of beams, lintels, cantilevers, shelves etc for rough flat finished surface in all respect complete all as specified andas directed. (upto 04 storey High of building) 71 All as per item No. 67.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 72 All as per item No. 67.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 73 Materials and labour for use and waste of Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exceeding 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exceeding 10cm but not exceeding 20cm wide complete as specified and directed. (upto 04 storey High of building) 74 Supply and fixing well seasoned 2nd class hard wood plain fillets, square, rectangular in section, clean sawn secured with nails or brads, sectional area not exceedingt 3 Sqcm complete all as specified and directed. (upto 04 storey High of building) 75 Supply and fixing 18/19mm thick prelaminatedparticle boardinterior grade, prelaminated both side with decorative choice laminations and other side balancing white lamination fixed with screws to timber frame work including second class hard wood beading on cutting exposed edges and polishing complete all as specified and as directed. (upto 04 storey High of building) 76 All as per item No. 72.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 77 Supply and fixing 12 mm thick prelaminated particle boards (ISI marked), interior grade prelaminated both side with decorative choice lamination, fixed with necessary clips and other like to aluminium frame work, as in doors, windows, partition etc complete all as specified and as directed. (upto 04 storey High of building) 78 Supply and fixing Veneered decorative Plywood with decorative face veneers on one face Grade-I (with BWR resin), fixed with screws to timber frame work 12 mm thickincluding all necessary fittings comlete all as specified and as directed. (upto 04 storey High of building) 79 Supply and fixing 18mm thick solid UPVC ply of1st quality, one side pre laminated of approved colour and one side white colour fixed with screwes, solvent cement /adhesive to make kitchen cabinet and cupboard shutters or drawer including dismantling of old existing cabinet complete all as specified and directed.(upto 04 storey High of building) 80 All as per item No. 76.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 81 All as per item No. 76.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 82 Supply and fixing 18mm thicksolid UPVC plywood of1st quality of both side plain white colour fixed with screws, solvent cement /adhesive to make kitchen cabinet internal partition including dismantling of old existing cabinet complete all as specified and directed.(upto 04 storey High of building) 83 All as per item No. 79.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 84 All as per item No. 79.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 85 Supply and fixing 12mm thicksolid UPVC plywood of1st quality of both side plain white colour fixed with screws, solvent cement /adhesive to make kitchen cabinet back including dismantling of old existing cabinet complete all as specified and directed.(upto 04 storey High of building) 86 All as per item No. 82.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 87 All as per item No. 82.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 88 Supply and fixing well-seasoned 2nd class hard wood plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints complete all as specified and as directed. (upto 04 storey High of building) 89 Supply and fixing 30mm thick factory made flush door shutters solid core construction with block board core and ply wood face panels commercial type on both faces complete all as specified and as directed. (upto 04 storey High of building) 90 All as per item No. 86.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 91 Supply and fixing 30mm thick factory made flush door shutters solid core construction with block board core and ply wood face panels commercial type on both faces covered with decorative face veneer with lipping/ frame to match complete all as specified and as directed. (upto 04 storey High of building) 92 Supply and fixing 35mm thick 2nd class hard woodGlazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass, etc. sizes of members of shutters as specified in SSR Part I, Sec-tion 8, clause 8.24 (a)complete all asspecified and as directed. (upto 04 storey High of building) 93 All as per item No. 89.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 94 All as per item No. 89.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 95 Supply and fixing Factory made single extruded WPC (Wood polymer composite) solid door Frames of size 45 x 70mm comprising of virgin PVC polymer of K value 58-60(Suspension grade), calcium carbonate & natural fibres and non-toxic additives fabricated with mitre joints after applying PVC solvent cement and screwd with full body threaded star headed SS screws having minimum frame density of 750 Kg/cum, screw withdrawal strength of 2200 N(Face) & 1100 N (Edge), mimimum compressive strength of 58 N/Sqmm and resistance to spread of flame of class A category with property of being termite/borer proof, water/moisture proof, fire retardant & fixed in position with MS hold fast/lugs/SS dash fasteners of required dia and length comlete all as specified and as directed. (upto 04 storey High of building) 96 All as per item No. 92.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 97 All as per item No. 92.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 98 Supply and fixing Factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of 30mm size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws complete all as specified and as directed. (upto 04 storey High of building)(Note: stainless steel butt hinges and necessary SS screws shall be paid separately) 99 All as per item No. 95.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 100 All as per item No. 95.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 101 Supply and fixing Stainless steel handles 150mm long, bright polished complete all as specified and as directed. (upto 04 storey High of building) 102 All as per item No. 98.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 103 All as per item No. 98.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 104 Supply and fixing Stainless steel handle (304 grade) of 110mm size as per approved sample for kitchen cabinet shutter complete all as specified and directed. (upto 04 storey High of building) 105 All as per item No. 101.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 106 All as per item No. 101.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 107 Supply and fixing B-11 type Bearing hinges 100mm, cast brass, with Stainless steel hinge pin, bright polished and fixed complete all as specified and as directed. (upto 04 storey High of building) 108 All as per item No. 104.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 109 All as per item No. 104.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 110 Supply and fixing Stainless steel, barrel tower bolts, 200mm long of extruded section complete all as specified and as directed. (upto 04 storey High of building) 111 All as per item No. 107.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 112 Supply and fixing Stainless steel, barrel tower bolts, 150mm long of extruded section complete all as specified and as directed. (upto 04 storey High of building) 113 All as per item No. 109.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 114 All as per item No. 109.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 115 Supply and fixing Extruded aluminium alloy handles 100 mm long, fabricated type, anodised complete all as specified and as directed. (upto 04 storey High of building) 116 All as per item No. 112.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 117 Supply and fixing 300mm long aluminium alloy, anodized, sliding door bolt with hasp, staple (bolt type) and fixing clip of sheet, cast or extruded sections and fixing bolts and sliding bolts,of extruded sections or cast aluminium alloy complete all as specified and as directed. (upto 04 storey High of building) 118 All as per item No. 114.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 119 All as per item No. 114.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 120 Supply and fixing 200mm long aluminium alloy, anodized, sliding door bolt with hasp, staple (bolt type) and fixing clip of sheet, cast or extruded sections and fixing bolts and sliding bolts,of extruded sections or cast aluminium alloy complete all as specified and as directed. (upto 04 storey High of building) 121 Supply and fixing 150mm long aluminium alloy, anodized, sliding door bolt with hasp, staple (bolt type) and fixing clip of sheet, cast or extruded sections and fixing bolts and sliding bolts,of extruded sections or cast aluminium alloy complete all as specified and as directed. (upto 04 storey High of building) 122 Supply and fixing coloured powder coated statinless steel Continuous (piano) hinge, width of flaps (when open) is 30mm complete all as specified and as directed. (upto 04 storey High of building) 123 All as per item No. 119.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 124 All as per item No. 119.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 125 Supply and fixing Continuous (piano) hinges, mild steel, bright finish or electro galvanised 30mm width of flaps (when Open) complete all as specified and as directed. (upto 04 storey High of building) 126 Supply and fixingaluminium 4 levers Mortice lock, vertical type of size 100 mm complete all as specified and as directed. (upto 04 storey High of building) 127 Supply and fixing Brass Locks with two levers, drawer, grade I, size 50 mmincluding all necessary fittings complete all as specified and as directed. (upto 04 storey High of building) 128 Supply and fixing Bras Drawer pulls, 3 screw plate with fixed dished pull; 80 mm to 100mm longincl all necessary fittingscomplete all as specified and as directed. (upto 04 storey High of building) 129 Supply and fixing Ball catches with 8mm dia steel ball, and brass body and striking plate including letting in and fixed complete all as specified and as directed. (upto 04 storey High of building) 130 Supply and fixing well-seasoned 2nd class hard wood small fittings such as brackets of any type, latch and hinge blocks, shaped door and window stops and the like, complete all as specified and directed. area of article not exceeding 200 cucm each, complete all as specified and as directed. (upto 04 storey High of building) 131 All as per item No. 127.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 132 Supply and fixing stainless steel wire cloth 0.36 mm nominal dia of wire and average width of aperture 1.40 and fixed with tinned tacks or galvanised wire staples complete all as specified and as directed. (upto 04 storey High of building) 133 All as per item No. 129.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 134 All as per item No. 129.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 135 Supply and fixing 150 mm longHasp and staple, safety type, (304 grade) stainless steel including bolt to hinge plate and fixed with screws complete all as specified and as directed. (upto 04 storey High of building) 136 All as per item No. 132.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 137 All as per item No. 132.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 138 Supply and fixing Aluminium Anodised Hasp and Staple, with mild steel hinge pin including bolt to hing plate and fixed with screws 75 mm size complete all as specified and as directed. (upto 04 storey High of building) 139 All as per item No. 135.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 140 Supply and fixing floor power door stopper overall length of cover plate 150mm of zinc alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor complete all as specified and as directed. (upto 04 storey High of building) 141 All as per item No. 137.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 142 Supply and fixing Double action floor spring hydraulically regulated made up of minimum 1.25 mm thick aluminium alloy sheet foundation box, main body with stainless steel cover, governing pivot made of brass, other parts made of mild steel heavy duty and fixed complete all as specified & as directed. (upto 04 storey High of building) 143 Supply and fixing hydraulically regulated door closer aluminium body heavy duty designation No 3, universal type, suitable for door shutter weighing between 61 Kg to 80 Kg complete all as specified and as directed. (upto 04 storey High of building) 144 Supply and fixing L-shaped rubberised corner guard for sharp vertical edges of length 1200mm, width 100 x 100mm marked by reflective type of thickness 10mm for used in parking area complete all as specified and as directed. (upto 04 storey High of building) 145 Supply and fixing as in replacement Harrison rails, mild steel, chromium plated with fixing brackets, stops, rollers etc. complete all as specified and as directed. (upto 12 storey High of building) 146 Supply and fixing as in replacement brass chromium plated Decorative type drappery Rod along with all fittings of 25 mm diacomplete all as specfied and as directed. (upto 04 storey High of building) 147 Supply and fixing mild steel TMT bars 10mm dia and over, cut to length bent to shape required, including cranking bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips complete all as specified and as directed. (upto 04 storey High of building) 148 All as per item No. 144.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 149 All as per item No. 144.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 150 Supply and fixing mild steel TMT bars 6 to 8mm dia, cut to length bent to shape required, including cranking bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips complete all as specified and as directed. (upto 04 storey High of building) 151 All as per item No. 147.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 152 All as per item No. 147.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 153 Supply and fixingmild steel TMT bars 5mm dia and over and upto and including 10mm dia, cut to length bent to shape required, including cranking bending spirally for hooping for stirrups, spacers, binders and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips complete all as specified and as directed. (upto 04 storey High of building) 154 Supply and fixing Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required hooks (stay), heavy, for large gates; hook and pintle hinges large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans;plate washers and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and as directed. (Upto 12th storey height building) 155 Supply and fix framed work such as grills,grating, etc, with ends of bars shouldered and/or riveted or forged into spikes,framed gurad bars, barred iron doors, laddrs, framed balasters, walk ways, railings framed work of water and similar work conforming to Fe.290.Gde-E-165using 12mm square bar complete all as specified and as directed. (upto 04 storey High of building) 156 All as per item No. 152.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 157 All as per item No. 152.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 158 Supply and fixing Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc Confirming to IS-1161-1979, Gde-E-250 quality-Acomplete all as specified and as directed. (upto 04 storey High of building) 159 Supply and fixing Mild steel plates, plain or chequered, 5mm thick or over in thickness in available sizes of Fe 410-W (Gde-E250) quality-A complete all as specified and directed. (upto 04 storey High of building) 160 Supply and fixing collapsible steel gates, top hung consisting of channel pickets, pivoted flat bars, top and bottom runners, brass handles etc., as specified, erected in position and securing runners with hold fasts and brackets complete all as specified and as directed. (upto 04 storey High of building) 161 Supply and fixing 1.60 mm thick Mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws,clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required complete all as specified and as directed. (upto 04 storey High of building) 162 Material and labour for hoisting, assemble and fixing of double layer steel scaffolding to external perimeter of building duly cross braced and properly aligned for the functional aspect and safety of the building including dismantling, shifting & removal of scaffolding from site complete all as specified and as directed. (for 05 to 08 storey High of building)Note: - Elevational area of the scaffolding facing the building shall be measured and paid. 163 All as per item No. 159.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 164 Supply and fixing 125x60mm size pressed steel, frames for door with one or more rebates including necessary fixing lugs, hinges,lock strike plate, etc, complete all as specified and as directed. (Upto 4th storey height building)Note: Pressed steel frame shall be filled with PCC Type C0 (1:3:6, using 12.5mm graded crushed stone aggregate) and cost of same shall deemed to be included in the rate quoted by the tenderer in this item. 165 All as per item No. 161.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 166 Supply and fixing Powder coated aluminium (minimum thickness of powder coating 50 micron) for shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling, C.P. brass/ stainless steel screws all complete all as specified and as directed. (Upto 4th storey height building)Note: Fittings shall be measured and paid separately under respective items. 167 All as per item No. 163.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 168 All as per item No. 163.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 169 Supply and fixing Anodised powder coated aluminium (minimum thickness of powder coating 50 micron)frame for doors, windows, ventilators or aluminium frame for partition works etc with one or more rebates including joining cleat for fixing etc. complete all as specified and as directed. (Upto 4th storey height building) 170 Supply and fixing Anodised powder coated aluminium door shutters, aluminium section weighing not less than 0.55 kg/ m including necessary joining cleats, glazing clips, ruber neoprene packing, handles 2 Nos in each door, hinges, anodised aluminum snap beading screws etc. complete all as specified and as directed. (Upto 4th storey height building)Note: Fittings shall be measured and paid separately under respective items. 171 All as per item No. 167.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 172 All as per item No. 167.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 173 Supply and fixingAnodised powder coated aluminumwindow and ventilator shutters, side hung type without sash bars, aluminium sections weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, anodised aluminium fittings such as peg stays 150mm long (1 no.). hinges type B-21 100mm long (2 no.) suitable handle (1 no.) complete all as specifiedr and including dismantling of existing unserviceable Aluminium window complete all as specified and as directed . (Upto 4th storey height building)Note: Fittings shall be measured and paid separately under respective items. 174 All as per item No. 170.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 175 Supply and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS:1868) of approved design/pattern, with approved standerd section and fix to the existing window frame with C.P brass/stainless steel screws @ 200mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as complete all as specified and as directed. (only weight of grill to be measured for payment) (Upto 4th storey height building) 176 All as per item No. 172.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 177 All as per item No. 172.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 178 Supply and fixing 0.50mm thick pre-painted galvalume aluminium Zinc coating GI based corrugated / semi corrugated steel sheet of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as per manufacturer instruction complete all as specified and as directed. (Upto 4th storey height building) 179 All as per item No. 175.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 180 Supply and fixing suspended false ceiling (Decorative Type) system using metalic (E grid) exposed suspende system, grid section size 600mm x 600mm comprising of GI powder coatedmain runner of dimension 32 mm x 24mm x 0.80mm thick ( thicknesscomprising of GI/0.4+ PPPCGS/0.3mm & weight of Runner) Cross Tee of dimensions 26mm X 24mm x 0.8 mm thick, wall angle 22.00mm x22.00mm x 0.35 mm thick ( thicknesscomprising of GI/0.35 + PPPCGS/0.3 mm) withand including 6 mm thick HPSC ( High pressure steam cured) pre- primed, self embossed textured designer board, water resistant termite resistant, fire resistant for insulation and accustic purpose to be placed in the grid system duly suspended with 2 mm dia G I bars hangers fixed with steel dash through fasteners with Provn of light fixture complete all as specified and as directed. (Upto 4th storey height building) 181 Supply and fixing GI frame work for seamless ceiling comprising ofGI perimeter channel 0.55 mm thick with two unequal flanges of 20 and 30 mm and web of 27mm fixed to surrounding wall using nylon sleeves and screws at 450mm centre to centre/ intermediate channel 0.9mm thick having two equal flanges of 15mm each and web of 45 mm suspended from soffit at approx 900mm centre to centre with GI cleat and steel expansion fasteners with and including ceiling section (not exc. 1.2m length) of 0.55 mm thickness having kurled web of 50mm and flange of 26mm each with lips of 10.5mm fixed to intermediate channel with connecting clips across the intermediate channel at 457mm centre to centre and incl Hangers 6 mm dia. G.I. (upto 1200mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40 x 3 mm size 60mm long and expansion hold fasteners 12.5mm dia. 40mm long complete all as specified and as directed. (Upto 4th storey height building) 182 Supply and fixing Gypsum Board 12mm thick in ceiling flat or slopping fixed in jointless finish with jointing compound and jointing tape fixed with screw as per manufacturers instructions with provn of light/electric fixtures complete all as directed complete all as specified and as directed (Upto 4th storey height building) 183 Material and labour for machine pressed precast cement concrete interlocking paver blocks 60mm thick and M 35 Grade confirming to IS-15658-2006 and laid over and including 50mm thick sand cushioning and 100mm thick PCC 1:4:8, type D2, (using 40mm graded aggregate) as in sub base of floor complete all as specified and as directed. 184 Material and labour for precast Cement Concrete chequered tiles of size 200 x 200 x 25mm thick as in floor, set and jointed in neat cement slurry and pointed with cement laid over and including 20mm thick screed bedin CM (1:4) over and including 100mm thick PCC 1:4:8 type D2 as in sub base complete all as specified and as directed. 185 Supply and fixingMachine cut kota stone slab flooring 20-25mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete, including over 15 mm thick screed bed in CM (1:6) all as specified and as directed. (Upto 4th storey height building) 186 All as per item No. 182.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 187 Supply and fixingMachine cut Kota stone slab 20-25mm thick in riser of steps, skirting, dado and pillar laid over cement screed and jointedincluding rubbing and polishing complete over 10 mm thick backing coat in CM 1:4 with grey cement slurry mixed with pigment to match complete all as spd and as directed. (Upto 4th storey height building) 188 All as per item No. 184.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 189 Materials and labour for Mirror polishing on marble/granite/kota stone/stone work whereever required to give high gloss finish complete all as specified and as directed. (Upto 4th storey height building) 190 Material and labour for joint free non skid ceramic coloured tiles (Premium Quality) 7 to 8mm thick (Square/ rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm coloured in floor etc set and jointed in neat cement slurry and pointed in white cement with pigment to match the shade of tiles over and including 15mm thick screed bed in CM (1:6) complete all as specified and as directed. (Upto 4th storey height building) 191 All as per item No. 187.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 192 .-Ditto- all as per item No 187.00 above but in skirting and dado laid over and including 10mm thick rendering in cement mortar (1:4) and -ditto-. 193 All as per item No. 189.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 194 Material and labour for joint free non skid ceramic coloured tiles (Premium Quality) 7 to 8mm thick (Square/ rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm coloured in floor etc set and jointed in neat cement slurry and pointed in white cement with pigment to match the shade of tiles over and including 15mm thick screed bed in CM (1:6) complete all as specified and as directed. (Upto 4th storey height building) 195 All as per item No. 191.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 196 All as per item No. 191.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 197 Material and labour for Vitrified ceramic coloured tiles (light shade) 10mm thick (Square/rectangular) area of each tile exceeding 0.36 sqm but not exceeding 0.42 coloured in floor etc set and jointed in neat cement slurry and pointed in white cement with pigment to match the shade of tiles over and including 15mm thick screed bed in CM (1:6) complete all as specified and as directed. (Upto 4th storey height building) 198 Material and labour for glazed ceramic coloured tiles (Premium Quality) of size 450x350x7mm thick as on vertical surfaces, set and jointed in neat cement slurry and pointed in white cement with pigment to match with the shade of tiles laid over and including 10mm thick cement plaster in CM (1:4) complete all as specified and as directed.(Upto 4th storey height building) 199 All as per item No. 195.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 200 All as per item No. 195.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 201 Material and labour for glazed ceramic coloured tiles (Premium Quality) of size 600x300x7mm thick as on vertical surfaces, set and jointed in neat cement slurry and pointed in white cement with pigment to match with the shade of tiles laid over and including 10mm thick cement plaster in CM (1:4) complete all as specified and as directed.(Upto 4th storey height building) 202 Supply and fixing for 20mm thick granite (of any type) work (table rubbed and polished) in steps, jambs, window cills, cooking platforms and like etc and fixed over and including 15mm thick Screed bedin cement mortar (1:6) and pointing with white cement mixed with pigment to match the shade of granite (1:2) using marble dust complete all as specified and as directed. (Upto 4th storey height building) 203 All as per item No. 199.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 204 Supply and fixing for 20mm thick granite (of any type) work (table rubbed and polished) as in verticle surfaces and fixed over and including 10mm thick cement mortar (1:4) and pointing with white cement mixed with pigment to match the shade of granite (1:2) using marble dust complete all as specified and as directed. (Upto 4th storey height building) 205 Rounding to edges of stone slabs one edge, such as in steps, cooking platform, and other similar situationscomplete in all as specified and as directed. (Upto 4th storey height building) 206 All as per item No. 202.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 207 Material and labour for Cutting chases, pinning in. making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc.and cutting chases for concealed water tubing etc., and making good, cutting not exceeding 10 cm girth complete all as specified and as directed. (Upto 12th storey height building) 208 Material and labour for Rendering 20 mm thick in two layers (Top 10mm thick rendering coat mixed with water proofing compound shall belaid over 10mm thcik plastered surface) with CM (1:4) onfair faces of brick work or concrete surfaces and finishedthe surface even and smooth without using extra cementto match the existing surface complete in all respect as specified and as directed.(Upto 4th storey height building)Note: WPC shall be measured and paid separately under respective item. 209 All as per item No. 205.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 210 All as per item No. 205.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 211 Material and labour for Rendering 15 mm thick in cement mortar (1:6) on other than fair face of brick work or concrete surfaces and finished the surface even and smooth without using extra cement to match the existing surface all complete all as specified and as directed. (Upto 4th storey height building) 212 All as per item No. 208.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 213 All as per item No. 208.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 214 Material and labour for Rendering on ceiling 5 mm thick in cement mortar (1:3) onof concrete surface finished even and smooth with out using extra cement complete all as specified and as directed. (Upto 4th storey height building) 215 All as per item No. 211.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 216 All as per item No. 211.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 217 Supply only Integral water proofing compound and use as per manufacturer specification complete all as specified and as directed. (Upto 12th storey height building) 218 Complete removal of existing treatmentby using electric sanding machine or steel wire brushing to remove all dust and loose scale etc of wall surfaces & prepare to receive wall care putty complete all as specified and as directed. (Upto 4th storey height building) 219 Materials and labour forpreparation of old plastered surfaces of walls after complete removal of existing treatment and applying Acrylic Smooth exterior paint (Weather Coat) of required shade (Twocoat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) complete all as specified and as directed. (Upto 4th storey height building) 220 All as per item No. 216.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 221 All as per item No. 216.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 222 Materials and labour for twocoats of Anti fungal anti bacterial painton old decorated surface of internal walls includingremoval of existing preparation and applying 1mm thick wall care putty complete all as specified and as per manufacturers instructions and as directed. (Upto 4th storey height building) 223 Materials and labour for twocoats of Anti fungal anti bacterial painton old decorated surface of internal Cellings includingremoval of existing preparation and applying 1mm thick wall care putty complete all as specified and as per manufacturers instructions and as directed. (Upto 4th storey height building) 224 Materials and labour for preparation of old decorated surface by complete removal of existing treatment and applying two coats of acrylic washable distemper over a coat of primer over and including 3mm thick wall care putty to match with the new suface on wall completeall as specified and as directed. (upto 04 storey High of building). 225 All as per item No. 221.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 226 All as per item No. 221.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 227 Materials and labour forpreparation of old plastered surfaces of walls after complete removal of existing treatment and applying two coats of acrylic washable distemper complete all as specified and as directed. (Upto 4th storey height building) 228 All as per item No. 224.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 229 Materials and labour for preparation of old plastered surface of Ceiling & applyingone coat of acrylic washable distemper complete all as specified and as directed. (Upto 4th storey height building) 230 Materials and labour for preparation of old plastered surface of wall & applyingone coat of Plastic Emulsion Paint complete all as specified and as directed. (Upto 4th storey height building) 231 Materials and labour for preparation of old plastered surfaces of ceilings and applying one coat of white wash complete all as specified and as directed. (Upto 4th storey height building) 232 All as per item No. 228.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 233 All as per item No. 228.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 234 Material and labour for 3mm thick wall care putty on external wall surface including rubbing with sand paper to achieve a smooth surface & sharp straight edges etc. complete all as specified and as directed. (Upto 4th storey height building) 235 All as per item No. 231.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 236 Material and labour for 2mm thick wall care putty on external wall surface including rubbing with sand paper to achieve a smooth surface & sharp straight edges etc. complete all as specified and as directed. (Upto 4th storey height building) 237 All as per item No. 233.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 238 All as per item No. 233.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 239 Materials and labour for preparing newgypsum board surface of ceiling, pillasters, cornices etc and applyingone coat ofliquid putty to match uneven surface with two coat of acrylic washable distemper over a coat of primer complete all as specified and as directed. (Upto 4th storey height building) 240 Materials and labour for preparation of newly plastered surfaces of walls and applying two coats of acrylic washable distemper over a coat of primer complete all as specified and as directed. (Upto 4th storey height building) 241 All as per item No. 237.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 242 Materials and labour for preparation of new plastered surfaces of wall and applying two coats of acrylic washable distemper over a coat of primer over and including 3 mm thick wall care putty completeall as specified and as directed. (upto 04 storey High of building). 243 All as per item No. 239.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 244 All as per item No. 239.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 245 Materials and labour for preparation of new plastered surfaces of celling and applying two coats of acrylic washable distemper over a coat of primer over completeall as specified and as directed. (upto 04 storey High of building). 246 Materials and labour for preparation of newly plastered surfaces of ceilings and applying three coats of white wash complete all as specified and as directed. (Upto 4th storey height building) 247 All as per item No. 243.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 248 All as per item No. 243.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 249 Materials and labour for preparation of Old painted wooden surfaces and applying Two coats of Anti-bacterial and Antifungal paint, area exceeding10cm width or girth complete all as specified and as directed. (Upto 4th storey height building) 250 Material and labour for preparation of surface of wood or wood based materials, steel and iron works new or old of any description and girth not otherwise described and treating small articles such as stop, covers, gully gratings, holdfast, ends of posts, back of chowkats, etc and area tarred exc 0.1 sq. m but n exc. 0.5sqm with tar or coal tar black paint complete all as specified and as directed. (Upto 4th storey height building) 251 Material and labour for preparation of new wooden surfaces of any description over 10 cm width or girthand applying two coats of synthetic enamel paint over a coat of pink primercomplete all as specified and as directed. (Upto 4th storey height building) 252 All as per item No. 248.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 253 All as per item No. 248.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 254 Material and labour for preparation of old steel surfaces of any description over 10 cm width or girthand applying one coat ofsynthetic enamal paint complete all as specified and as directed. (Upto 4th storey height building) 255 Material and labour for preparation of new steel surfaces of any description over 10 cm width or girthand applying two coats ofsynthetic enamal paint over a coat of red oxide zinc chrome primer complete all as specified and as directed. (Upto 4th storey height building) 256 All as per item No. 252.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 257 All as per item No. 252.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 258 Supply and fixing 4.80 mm thick Sheet glass, ordinary quality frosted on one side and glazingin square not exceeding 0.5 sqm in each pane fixed to aluminium frame window/ventilator complete all as specified and as directed. (Upto 4th storey height building) 259 All as per item No. 255.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 260 All as per item No. 255.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 261 Supply and fixing 4.80 mm thick Sheet glass, ordinary quality frosted on one side and glazingin square exceeding 0.5 sqm in each pane fixed to aluminium frame window/ventilator complete all as specified and as directed. (Upto 4th storey height building) 262 All as per item No. 258.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 263 Supply and fixing6 mm thick toughened glass as in hinged shutter of cup board and similar work fixed to aluminium/wooden frame workexc 0.5 Sq. m in each pane including cutting to shape, drilling holes required complete all as specified and as directed. 264 Supply and fixing 10mm thick toughened glass as in hinged doors, partitions, automatic doors and similar work including cutting to shape,drilling holes required complete all as specified and as directed. 265 Supply and fixing decorative Glass film reflective type sticked to glass panes as permanufacturers intructions complete all as specified and as directed. 266 Supply and fixing 110mm bore PVC (SWR) pipes Single socketed inanylength withrubber ring joints fixed to walls complete all as specified and as directed. 267 Supply and fixing 110 mm bore PVC (SWR) bends any radius complete all as specified and as directed. 268 Supply and fixing 110 mm bore PVC (SWR) WC connector bent typecomplete all as specified and as directed. 269 Supply and fixing PVC (SWR) vent cowl 110 mm bore complete all as specified and as directed. 270 Supply and fixing 110mm bore PVC (SWR) junction single, (Single T) equal or unequal, with oval access door complete all as specified and as directed. 271 Supply and fixing 110mm bore PVC (SWR) junction double, (double T) equal or unequal, with oval access door complete all as specified and as directed. 272 Supply and fixing 110mm bore PVC (SWR) branch piece, (double Y)equal or unequal, with oval access door complete all as specified and as directed. 273 Supply and fixing as in replacement 75mm dia, PVC (SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified and as directed. 274 Supply and fixing as in replacement 100mm dia, PVC (SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified and as directed. 275 Supply and fixing as in replacement 75mm dia, PVC (SWR) Nahani trap,with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) complete in all respect as specified. 276 Supply and fixing CPVC pipes 20 mm outer diameter of SDR 11 & plain CPVC SDR 11 fittings on walls/ceiling or laying in floors, complete all as specified and as directed. 277 Supply and fixing CPVC pipes 25 mm outer diameter of SDR 11 & plain CPVC SDR 11 fittings on walls/ceiling or laying in floors, complete all as specified and as directed. 278 Supply and fixing CPVC pipes 40 mm outer diameter of SDR 11 & plain CPVC SDR 11 fittings on walls/ceiling or laying in floors, complete all as specified and as directed. 279 Supply and fixing UPVC pipes50 mm bore (Outer dia) ofSCH-40 and plain UPVC SCH-40 fitting fixed on wall or floor, ceiling or laying in floors complete all as specified and as directed. 280 Supply and fixing 20 mm bore CPVC Male Brass Threaded Adaptor (MTA/ MBTA) complete all as specified and as directed. 281 Supply and fixing 25 mm bore CPVC Male Brass Threaded Adaptor (MTA/ MBTA) complete all as specified and as directed. 282 Supply and fixing 50 mm bore CPVC Male Brass Threaded Adaptor (MTA/ MBTA) complete all as specified and as directed. 283 Supply and fixing 20mm bore CPVC Female Brass Threaded Adaptor (FTA/ FBTA) comlete all as specified and as directed. 284 Supply and fixing 25mm bore CPVC Female Brass Threaded Adaptor (FTA/ FBTA) comlete all as specified and as directed. 285 Supply and fixing 50mm bore CPVC Female Brass Threaded Adaptor (FTA/ FBTA) comlete all as specified and as directed. 286 Supply and fixing as in replacement Brass Cromium Plated Wall Mixer 3-in-1 System with Provision for both Hand Shower and Overhead Shower complete with 115mm long Bend pipe, connecting Legs & Wall Flange (without Hand & Overhead Shower) complete all as specified and as directed. 287 Supply and fixing as in replacememt 15mm bore Brass CP central hole basin mixer with U shaped round casted spout with 450mm long braided hose for mixing hot or cold water screwed down for iron pipe and fixed complete all as specified and as directed. 288 Supply and fixing as in replacement Brass Cromium Plated Sink mixer (wall mounted) with 150 mm (6) long swivel spout, connecting legs and wall flanges complete all as specified and as directed. 289 Supply and fixing as in replacement Brass chromium plated bottle traps of 32 mm bore suitable for wash basins with inlet and outlet screwed for pipe or connections including necessary packing, union and cap fixed complete all as specified and as directed. 290 Supply and fixing asin replacement 15 mm bore Brass CP Surgical Elbow operated tap with 200mm lever handele screwed down for iron pipe and fixed complete all as specified and directed. 291 Supply and fixing asin replacement 15mmbore bib tapscastcopper alloy chromium plated with crutch or butterfly handle, screwed down, screwed to pipe complete all as specified and as directed. 292 Supply and fixing asin replacement 15 mm dia 2 way bib cock double handle with wall flange screwed down, screwed for iron pipe or for brass ferrule and fixed complete all as specified and as directed. 293 Supply and fixing as in replacement 15 mm Dia CP stop cock (concealed type), with crutch handle, screwed down, screwed for iron pipe or for brass ferrule and fixed long shank and cup complete all as specified and as directed. 294 Supply and fixing as in replacement 15mm bore angular stop cock made of brass chromium plated screwed both ends for pipe with crutch handle, screwed down, screwed for iron pipe complete all as specified and as directed. 295 Supply and fixing as in replacement of 15mm bore Chromium Plated pillar tap fancy type cast copper alloy, with capstan heads screwed down high pressure, with or without lettered Hot or Cold with long screwed shanks and fly-nuts, screwed for pipe complete all as specified and as directed. 296 Supply and fixing as in replacement 25mm bore Gun metal gate valve with iron wheel head and gun metal spindle screwed both ends complete all as specified and as directed. 297 Supply and fixing as in replacementhand shower (health faucet) (Brass Chrome palted) with 8mm dia, 1.25m long, flexible tube with wall hook complete all as specified and as directed. 298 Supply and fixing as in replacement 15 mm bore Brass CP Clinical faucetscrewed down for iron pipe and fixed all as specified and directed. 299 Supply and fixing as in replacement 125mm dia chromium plated shower rose including shower arm with revolving joints fixed to 15/16mm bore any tipe of Pipe complete all as specified and as directed. 300 Supply and fixing as in replacement soap dish holder chromium plated of approximate size 200x 200x90mm fixed to plugs with chromium plated brass screws complete all as specified and as directed. 301 Supply and fixing as in replacement toilet paper roll holder with cover, chromium plated fixed to wall with and including chromium plated brass screws and wooden/plastic cleats complete all as specified and as directed. 302 Supply and fixing as in replacementwall mounted Grab bar/Hand Rails for disable pateints 600 mm long fixing in wall complete all as specified and as directed. 303 Supply and fixing as in replacementwall mounted L Shaped Grab bar with 500 & 700 mm long for disable pateintsfixing in wall complete all as specified and as directed. 304 Supply and fixing as in replacement tubular towel rail brass chromium plated, 20mm dia, D type, 60cm long fixed with two plugs (gutties) of 2nd class hard wood embedded in CM 1:3 with screwscomplete all as specified and as directed. 305 Supply and fixing as in replacement 100mm dia grating doom withwaste hole of PTMT (minimum weight 25gms) complete all as specified and as directed. 306 Supply and fixing as in replacement 15mm dia PVC connection pipe600 mm long with PTMT nuts completeall as specified and as directed. 307 Supply and fixing as in replacement Towel Rail 450mm long of PTMT fixed with and including Chromium plated brass screws and wooden/plastic cleats (Minimum weight 170gms) complete all as specifed and as directed. 308 Supply and fixing as in replacement PVC bathroom cabinet of size330 x 430mm with chromium plated brass screwscomplete in all respect as specified. 309 Supply and fixingas in replacement looking mirror ofsize 600mm x 450mm x 5mm thick bevelled edge of selected quality glass, decorative type mounted on 6mm thick commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers completeall as specified and as directed. 310 Supply and fixing as in replacement glass shelf500 x 125mm with chromium plated bracket guard and railingcomplete all as specified and as directed. 311 Supply and fixing as in replacement corner glass shelf300mm with chromium plated bracket guard and railingcomplete all as specified and as directed. 312 Supply and fix as in replacement Vitreous China White squatting pan of‘Orissa pattern’, size 580 mm x 440mm (white) with ‘P’ or ‘S’ trap, front or back inlet and integral foot rests, any pattern complete including provision of PCC bedding andconnection to trap, flushing pipe, antisyphonage pipe, etc. (excluding flushing cistern and flush pipe) including making good the disturbed floor complete all as specified and as directed. 313 Supply and fixing as in replacement vitreous China White colour wash down water closet pan (pedestal pattern) with ‘P’ or ‘S’ trap, front or back inlet, fixing bolts, with White PVC seat cover and provision ofjet spray, 32 mm dia PVC flush pipe (excluding flushing cistern and flush pipe) and making all necessary connections complete as specified and as directed. 314 Supply and fixing as in replacement vitreoues china Wash Hand Basin, white/coloured, top counter shunk type, of size 510X430mm includingCP waste coupling 32 mm bore, PVC waste pipe 32mm dia fixed type with and including 15mm bore PVC connection pipe 450mm long with PTMT nuts at both ends complete all as specified and as directed. 315 Supply and fixing as in replacement for vitreoues china wash hand basin, white colour, flat back, of size 550X400mm including CP brackets, CP waste coupling 32 mm bore with and including 15mm bore PVC connection pipe 450mm long with PTMT nuts at both ends complete all as specified and as directed. 316 Supply and fixingas in replacement for Vitreous China urinals bowl type, white colour (flat back or corner wall type) of size 465mm x355mm x265mm (minimum) with grating and union for discharge pipe, 15mm dia PVC connection pipe 450mm long, 40mmdia waste pipe 600mm long high density polyethylene (HDPE) pipes of pressure rating 6 kgf/sq.cmcomplete including providing and fixing plugs, bedding urinal against wall in cement mortar 1:2 securing urinals to plugs with and including 60mm long brass screws, pointing around urinals back in cementcomplete all as specified and as directed. 317 Supply and fixing as in replacement 10 litre capacity low level PVC flushing cistern (White colour), syphonic action type, with inlet, ball valve, float, handle, fixed with cast iron bracket (of suitable size) and providing 32 mm dia PVC flush pipe and making all necessary connections complete all as specified and as directed. 318 Supply and fixing as in replacement stainless steel (conforming to AISI-304 grade) plate rack of overall size 31 x 30 x 10 made of 1mm thick stainless steel sheetfixed on CP cantilever brackets, complete all as specified and as directed. 319 Supply and fixing as in replacement stainless steel (conforming to AISI-304 grade) plate rack of overall size 36 x 31 x 10 made of 1mm thick stainless steel sheetfixed on CP cantilever brackets, complete all as specified and as directed. 320 Supply and fixing as in replacement stainless steel (conforming to AISI-304 grade) kitchen sink with drain board of overall size 915mm x 460mm and bowl size 410mm x 352mmx 178mm depth or equivalent made of 1mm thick stainless steel sheet with 32mm bore CP waste coupling, 32mm bore PVC waste pipe(heavy duty) 90 cm long,15mm dia 450mm long PTMT connection pipe and bedded in cement mortar and fixed on CP cantilever brackets, complete all as specified and as directed. 321 Supply and fixing as in replacement stainless steel (conforming to AISI-304 grade) kitchen sink without drain board made of stain less steel 1mm thick, kitchen with plugs, washer and wastes; Including bedding in cement mortor to dwarf wall or including fixing cantilever brackets and connecting union to pipeoverall size 495mm x 420mm bowl size 410mm x 330mm x 160mm. with 32mm bore CP waste coupling, 32mm bore PVC waste pipe(heavy duty) 90 cm long,15mm dia 450mm long PTMT connection pipe and bedded in cement mortar and fixed on CP cantilever brackets, complete all as specified and as directed. 322 Supply, hoisting and fixing in proper position ISI marked multi-layer rotational moulded polyethylene water storage tank (cylindrical vertical with closed top), of capacity 1000 litres with and including 20mm bore PTMT float and ball valve set including providing necessary connections after demolition existing PVC tank complete all as specified and as directed. 323 Supply, hoisting and fixing in proper position ISI marked multi-layer rotational moulded polyethylene water storage tank (cylindrical vertical with closed top), of capacity 2000 litres with and including 20mm bore PTMT float and ball valve set including providing necessary connections after demolition existing PVC tank and diposited to store complete all as specified and as directed. (Upto 12th storey height building) 324 Material and labour for 10 mm thick screed bed built in cement mortar (1:4) mixed with Water Proofing Compound as per manufactures instructions and top surface of rendering finished even and smooth to recieve water proofing treatment complete all as specified and as directed.Note : Water Proofing Compound shall be measured and paid separately. 325 Material and labour for water proofing treatment to RCC roof slab including parapet comprising with the following course of treatment/specifications from bottom to top :- (a) Applying bituminous primer @ 200-300 grm per Sqm over plastered surfaces of roof including parapet surfaces. (b) One layer of APP based polymeric membrane of approved manufacturer, 3mm thick, weight not less than 3.60 kgs per sqm, reinforced with non woven polyester fabric or weight not less than 150 grm per sqm. Polymeric membrane shall taken toa height 60 cm (minimum) and then inserted inside the groove of parapet wall and shall be finished by a membrane flashing. Note: (i) Laying of APP based polymeric membrane shall be done by torch on method or as per manufacturers instructions. (ii) A minimum overlap of 100mm and 75mm should be made in the end and sides of the polymeric membrane respectively and sealed all overlaps and joints as manufacturers instructions. (c) Applying two coats of bituminous aluminum paint on top of APP membrane. 326 Material and Labour for applying two coats of High performance elastomeric cementitious waterproof coating sandwiched with 45 GSM glass fibre reinforcement on the entire floor and 1.0 m of all walls of all toilets as per following methodology:- (i) Cleaning of exposed concrete surface by mechanical means or by hydro blasting to remove laitance, loose particles, contamination etc. which may hinder bonding. (ii) Coving of RCC joints with PCC (1:1.5:3) mixed with Integral Water Proofing compound. (iii) Applying one coat of Waterproofing membrane to concrete surfaces followed by application of 45GSM glass fibre on the wet surface. (iv) Applying second coat of waterproofing membrane at the right angles to the direction of first coat. Second coat shall be applied after the first coat gets dry. (v) Sprinkling fine aggregate immediately after the application of second coat to get the mechanical key for protective plaster. (vi) Curing to Water proofing membrane to be carried out for minimum period of 3 days with ponding complete. Note:- The Water Proofing Product Should have Mixed density: 1.68g/cc (brushable consistency). Adhesion to concrete : >1N/mm2. Static crack accommodation: 1mm.(Upto 4th storey height building) 327 All as per item No. 323.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 328 All as per item No. 323.00 above but from 9 storied to 12 storied of building complete all as specified and as directed. 329 Dismantling removing all unsound concrete, plastered material by chipping/chiseling gently at all effected and adjoining areas of concrete etc till sound surface is reached all various locations in building, subsequently cleaning the surfaces by white brush and air blower and removing rubbish off the premises and disposing at the dumping site approved by local authorities complete all as specified and as directed. (Upto 4th storey height building) 330 All as per item No. 326.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 331 Removing of concrete all around reinforcement bar upto 12 mm dia and over from behind the reinforcement bars average 25mm(but not less than 15mm air gap) by manual methods (using wire brushing ,chiseling etc) and applying chloride free rust removing chemicalon rusting steel reinforcement bar and removing all rust from steel reinforcement barby emery paper and cleaning the area thoroughly by water and allow it to dry andtotally rust free of reinforcement bar all as complete as per manufacturers instruction complete all as specified and as directed. (Upto 4th storey height building) 332 All as per item No. 328.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 333 Material and Labour for preparation of existing reinforcement surface by brushand application of two component epoxy zincrich primeron existing reinforcement surface ofminimum specific gravity 1.75, adhesive bond strength with steel is 1.50N/mm2and maximum coverage area 5.00 Sqm per litre complete all as specified and as directed. (Upto 12th storey height building) 334 All as per item No. 330.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 335 Material and labour for introducing new reinforcement bars upto 12 mm dia and over for structural connection in RCC beams, columns, lintel and slabs including power drilling holes of appropriate diameters in reinforced or plain cement concrete to a minimum depth of 150mm and upto 200mm including power drilling, fixing the reinforcement in position using epoxy, cleaning of loose dust by blowing air, sealing with epoxy cartridges etc complete all as specified and as directed.(Upto 4th storey height building) 336 All as per item No. 332.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 337 Material and labour forsupply,mixingandplacementofmicro-concretecementbasedprepackedsingle component chloride free, sulphate free, non-shrink, free flow. elf compacting, ready to use after mixing water in specified proportion and in required thickness as per manufactures instruction including necessary form work. Compressive strength (ASTM C 109, cm cube) of 35 MPa at 28 days including application curing compound concrete at various locations in Bldgs complete all as specified and as directed. (Upto 4th storey height building) 338 All as per item No. 334.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 339 Material and labour for providing and applying at two component structural grade polymer modified reinforcement mortar upto a thickness of 30mm over a coat of epoxy resin bonding agent as per manufactures specification. The cured mortar shall achieve a minimum compressive strength of 12N/mm2 in a day & 45 N/mm2 in 28 days with Flexural strength 8N/mm2 in 28 days Chloride diffusion coefficient shall be Nil after 24 hours when tested by Accelerated electrochemical chloride ion diffusion test method and the depth of carbonation shall be Nil after 24 hours when tested by Accelerated carbonation test. in addition to this percentage of water absorption should be 0.45 after 24 hours in immersion test at various locations in Bldgs complete all as specified and as directed. (Upto 4th storey height building) 340 All as per item No. 336.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 341 Material and labour for application of high efficiency polymeric resin base filmforming curing agent/compoundover concretesurface withmaximum coverage area 5.00 Sqm per litre or as per manufacturers instruction complete all as specified and as directed. (Upto 4th storey height building) 342 All as per item No. 338.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 343 Material and labour for providing and applying a flexible expansion joint membrane of minimum 150mm wide and 1mm thick, over the prepared joint using a two part epoxy adhesive. The minimum tensile strength of the membrane should be more than 12 N/mm2 and elongation at break should be more than 400%. The installation of the membrane should be carried out as per manufactures specification complete all as specified and as directed. (Upto 4th storey height building) 344 All as per item No. 340.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 345 Material and labour for Bore packing of all the Spouts to be done with grouting admixture mixes with Cement Concrete / Mortar @225 ml per bag of Cement oras per manufactures specification complete all as specified and as directed. (Upto 4th storey height building) 346 All as per item No. 342.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 347 Material and labour for applying Anti carbonation coating as per manufacturers specification of approved brand, manually by using brushes on the hardened concrete/ plastered surfaces after cleaning the surface and removing all loose particles, deposits etc. including one coat of primer and two coats coatings of Anti carbonation complete all as specified and as directed. (Upto 4th storey height building) 348 All as per item No. 344.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 349 Material & Labour for Carbon Fibre Wrapping, 450 GSM Providing and carrying outcarbon fibre wrapping using High Performance high strength, carbon fibre system for structural strengthening to Reinforced Concrete members as per following steps:-(i)Surface Preparation : Proper surface preparation to be carried out including cleaning, removal of loose material, dust etc, executing required repairing like epoxy injection grouting, polymer modified mortar, epoxy touching Putty , rounding off edges of structural members to 25mm etc. (ii) Application : Prepared substrate shall be primed with epoxy primer supplied in pack size 4 Lit (Base-4.1 kg and Hardener -0.46 kg) at a coverage of 8-10 m2/litre/coat, allow the primer to cure for 24 hours followed by application of first coat of wrapping supplied in pack size 5kg ( Base - 3kg and hardener - 2kg) (having Tensile strength >30 MPa; Elongation > 2.1% ; Fibre strength > 4900 MPa ; Fibre E-Modulus >230 GPa & Flexural Modulus > 1700 MPa when tested as per ASTM D638 Type I and ASTM D 790 & Glass Transition Temperature > 50 °C as per ASTM E 1356) to be carried out at a coverage of 3.5 to 4 m2/lit/Coat at around 250 microns WFT. (iii) cutting of Wrapping (available in standard roll width of 500 mm and roll length of 50 mtr & 100 mtr) in required size and wrap over wet saturant keeping minimum 150 mm overlap, rolling the same using hard roller to impragnent saturant and again applying second coat of saturant using suitable bush or roller etc, completing as per specification and as directed. Note:-Wrapping fabric used shall exhibit the following properties - fiber density of 1.8 g/cc, dry fibre thickness 0.40mm and shall have tensile strength > 4900 MPa ; tensile modulus > 230 GPa and ultimate elongation of 2.1%.The adhesion of the entire system (FRP Sheet, Saturant and primer combined) with concrete shall be > 3.5 MPa with concrete failure as per ASTM D 4541 complete as per specification and as directed. (Upto 4th storey height building) 350 All as per item No. 346.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 351 Material and labour for carry out waterproofing treatment to sound, moisture free concrete surface using Liquid applied single component pitch free polyurethane coating capable of bridging substrate cracks upto 2 mm. System includes proper surface preparation to remove loose dust, dirt, loose mortar, curing compound etc., and application ofWater dispersible epoxy primer followed by two coats of continuous, seamless,water and vapour proof membrane for concrete, coverage @ 2.0 kg/m2 to achieve 1.5 mm WFT in two coats followed by laying of separation layer of 120 gsm non-woven geotextile layer before carry out protection screed etc. complete including all tools and tackles as per manufacturer’s specification. Continuous, seamless,water and vapour proof membrane for concrete cured material shall be having crack bridging of 2 mm, Elongation (ASTMD 412) – >600 %, Tensile Strength (ASTM D412) –2.5 N/mm2, Recovery from Elongation (ASTM D412) – 95 %, 85% Solid Content, Tear Resistance (ASTM D624) – 15 Kn/m, Shore A Hardness (ASTM D2240) – 60, Water vapour transmission- 0.6 g/m2/hr, Water Permeability @ 5 Bar (BS EN 12390)-Nil, Service Temperature – -40°C to 70°C, Flash Point > 70 °C, Viscosity-60p, Specific Gravity-1.5. The item rate shall be including of all kinds of labour, tools & tackle, machineries, lead & lift, mathadi charges, curing, wastages, consumable, cleaning, shifting of debris outside the site premises, surface preparation, etc. complete as per design, drawing & instructions of EIC. Note:- Cost of 120 gsm non-woven geotextile and 75mm Screed concrete Shall be paid separately. 352 Supply & Laying Geotextiles of 120 Gsm over the waterproofing coating to avoid damage during screed casting complete as per specification and as directed. 353 Supply & laying of maximum 75 mm thick (at RW outlet) protective screed over the waterproof coating at proportion of 1:2:4 admixed with suitable integral waterproofing compound conforming IS 2645:2003 @ 200ml per bag of cement and reinforced with PP fibres with proper slope towards RW pipes. Green stage saw cutting on the screed will be done in panels (3m X 3m) with a groove size of 10mm X 15mm Complete as per specification and as directed. 354 Supply and fixing shear connector of 8mm dia & requisite length on the surface to be repaired for the bonding between old and new concrete as per the locations instructed by the Engr-in-Charge. The shear connectors shall be of L shape and welded with existing reinforcement at least 100mm in length @ 200mm c/c both horizontally and vertical followed by coat of epoxy Zinc primer as per manufactures specification complete all as specified and as directed. (Upto 4th storey height building) 355 All as per item No. 351.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 356 Material and labour for providing and inserting mild steel shear key bars/levelling gauges of required length and diameter in reinforced/plain concrete for drilling suitable holes in RCC Slab/ wall/ column/ beams total depthas directed for anchoring steel reinforcement bars including washing with water insertingin the holes at various location in G+3 Bldgsall as per manufactures specification complete all as specified and as directed. (Upto 4th storey height building) 357 All as per item No. 353.00 above but from 5 storied to 8 storied of building complete all as specified and as directed. 358 Material and labour for grouting in RCC walls and slabs by drilling holes @300 mm c/c upto half of the wall depth in zigzag manner using a drill machine and fixing a nozzle of 20mm dia, for injecting of cement or equivalent product till therefusal of injected groutmaterial (grouting operation pressure shall be in between 2 to 4Kg per sq cm) followed by cutting the exposed nozzle so as to make the wall/ slab free from the grouting pipe and to seal the gap with polymer modified mortarall as per manufactures specification complete all as specified and as directed. (Upto 4th storey height building) 359 All as per item No. 355.00 above but from 5 storied to 8 storied of building complete all as specified and as directed.Note For Sl item No 322.00 to 356.00 : Chemical Rehabuiltation work must be carried out by authorised Applicator of the manufacturer. 360 Taking down carefully aluminium/copper point wiring (light, fan, socket or power) complete, including fixtures and fittings such asswitches, ceiling roses, pendent, regulators, sockets, bell push, bell, light fittingsetc. removing serviceable materials to store for keeping in safe custody for reuse at site or for taking credit (Credit shall be made as per Schedule of credit), removing rubbish from the site and making good all disturbed surfaces of walls, floors etc. to match to the existing surfaces. 361 Material and labour for (concelaed Type) point wiring confirming to IS-694,1100 Volts grade ISI Marked including necessary chase cutting of wall for one light/fan/call bell point with 1.5 sqmmPVC insulated (FR-LSH) unsheathed copper cable multistranded conductor 1100 volts gradecontrolled by one way switchincluding 1.5 sqmm PVC (FR-LSH) insulated unsheathed copper cable multistrand conductor 1100 volts grade for continuity earth wire connected to common earth dolly drawn through and including PVC conduit (medium grade) with all accessoriesand sunk modular GI box(1.20mm thick) for mounting of fittings like switch, socket and fan regulator with modular inner plate and cover plate and making good the distrubed surfaces as per the existing complete all as specified and as directed by the Engr-in-Charge. Note: A. Red coloured cable shall be used for live connection,black coloured cable shall be used for neutral connection and greencoloured cable shall be used for earthing. Separate cable for earthing and neutral to be used for each individual circuit from the distribution board.B. The Rate of point wiring includes the following :-(i)Copper wire(ii)PVC Conduit with accessoreis(iii) Chase cutting(iv) other accessories such as modular GI box, modular inner plate and modular Cover plate etc. 362 .-Ditto- all as per item No 358.00 here-in-before butfor 3 pin 6 amps switch socket combination on the same board with 1.5 Sqmm cable and -ditto-. 363 .-Ditto- all as per item No 358.00 here-in-before butfor 3 pin 6 amps switch socket combination on the independant boardwith 1.5 Sqmm cable and -ditto-. 364 .-Ditto- all as per item No 358.00 here-in-before butfor one light point control by 2 way switch on the independent board with 1.5 Sqmm cable and -ditto-. 365 .-Ditto- all as per item No 358.00 here-in-before butfor one 5 pin 6/16 Amps switch socket combination on independent boardwith 2.5 sqmmPVC (FR-LSH) insulated un-sheathed copper conductor cable multistranded conductor 1100 volts grade and 2.5 Sqmm PVC (FR-LSH) copper conductor cable as earth continuity conductor and -ditto-. 366 .-Ditto- all as per item No 358.00 here-in-before butfor one 5 pin 6/16 Amps switch socket combination on independent boardwith 4.0 sqmmPVC (FR-LSH) insulated un-sheathed copper conductor cable multistranded conductor 1100 volts grade and 4.0 Sqmm PVC (FR-LSH) copper conductor cable as earth continuity conductor and -ditto-. 367 Supply and fixing switch socket combination 2 in 1, 5 pin 5 Amps, 240 VFlush type, complete all as specified and as directed. 368 Supply and fixing switch socket combination 2 in 1, 5/15 Amps, 240 Volts, flushtype universal complete all as specified and as directed. 369 Supply and fixing switch socket outlet 2 in 1, 5 pin 5 Amp,230 Voltsflush type complete all as specified and as directed. 370 Supply and fixing switch piano, flush type 5 Amps 240 Volt single pole, one way complete all as specified and as directed. 371 Supply and fixing switch piano, flush type 5 Amps 240 Volt single pole, two way complete all as specified and as directed. 372 Supply and fixing bell push, flush button single pole 6 amps 240 volts AC with polycarbonate bodycomplete all as specified and as directed. 373 Supply and fixing Calling Bell multi music type, complete all as specified and as directed. 374 Supply and fixingfan regulator electronic, flush type humming with (step type) polycarbonate body suitable to control speed of fan from 0 to 100% and connecting electrically complete all as specified and as directed 375 Supply and fixing Modular Socket outlet, 6 Amp, 3 pin combined 2 module, complete all as specified and as directed. 376 Supply and fixing Modular Socket outlet, 16 Amp, 3 pin combined 2 module, complete all as specified and as directed. 377 Supply and fixing Modular switch single pole, one way,6 Amp, 1 module, complete all as specified and as directed. 378 Supply and fixing Modular switch single pole, one way,16 Amp, 1 module, complete all as specified and as directed. 379 Supply and fixing Modular switch single pole, two way,6 Amp, 1 module, complete all as specified and as directed. 380 Supply and fixing ceiling rose surface bakelite three terminal65 x 50mm, PVC/Polycarbonate, isolated body 240 volts complete all as specified and as directed. 381 Supply and fixing lamp holder suitable for batten fittings complete all as specified and as directed. 382 Supply and fixing sub-main wiring with PVC insulated & unsheathed Four runs of 10 Sqmm single core multi stranded copper conductor cable (FRLSH), 1100 Volt grade alongwith two runs of10 Sqmm PVC insulated & unsheathed copper conductor cable (FRLSH), 1100 Volt grade, connected to common earth dolly asearth continuity conductor, drawn through 25mm bore PVC concealed conduit (medium grade) after and including taking down existing sub main wiring complete all as specified and as directed.Note : Four runs of 10 Sqmm, Two runs of 10 Sqmm cable and one run of conduit shall be measured as one unit. 383 Supply and fixing sub-main wiring with PVC insulated & unsheathed Four run of 6 Sqmm single core multi stranded copper conductor cable (FRLSH), 1100 Volt grade alongwith Two run of6 Sqmm PVC insulated & unsheathed copper conductor cable (FRLSH), 1100 Volt grade, connected to common earth dolly asearth continuity conductor, drawn through 25mm bore PVC concealed conduit (medium grade) after and including taking down existing sub main wiring complete all as specified and as directed.Note : Four runs of 6 Sqmm, Two run of 6 Sqmm cable and one run of conduit shall be measured as one unit. 384 Supply and fixing sub-main wiring with PVC insulated & unsheathed two run of 6 Sqmm single core multi stranded copper conductor cable (FRLSH), 1100 Volt grade alongwith one run of6 Sqmm PVC insulated & unsheathed copper conductor cable (FRLSH), 1100 Volt grade, connected to common earth dolly asearth continuity conductor, drawn through 20mm bore PVC concealed conduit (medium grade) after and including taking down existing sub main wiring complete all as specified and as directed.Note : Two runs of 6 Sqmm, one run of 6 Sqmm cable and one run of conduit shall be measured as one unit. 385 Supply and fixing sub-main wiring with PVC insulated & unsheathed two run of 6 Sqmm single core multi stranded copper conductor cable (FRLSH), 1100 Volt grade alongwith one run of6 Sqmm PVC insulated & unsheathed copper conductor cable (FRLSH), 1100 Volt grade, connected to common earth dolly asearth continuity conductor, drawn through PVC Casing Caping of suitable size after and including taking down existing sub main wiring complete all as specified and as directed.Note : Two runs of 6 Sqmm, one run of 6 Sqmm cable and one run of conduit shall be measured as one unit. 386 Supply and fixing sub-main wiring with PVC insulated & unsheathed two run of 4 Sqmm single core multi stranded copper conductor cable (FRLSH), 1100 Volt grade alongwith one run of4 Sqmm PVC insulated & unsheathed copper conductor cable (FRLSH), 1100 Volt grade, connected to common earth dolly asearth continuity conductor, drawn through 20mm bore PVC concealed conduit (medium grade) after and including taking down existing sub main wiring complete all as specified and as directed.Note : Two runs of 4 Sqmm, one run of 4 Sqmm cable and one run of conduit shall be measured as one unit. 387 Supply and fixing sub-main wiring with PVC insulated & unsheathed two run of 2.5 Sqmm single core multi stranded copper conductor cable (FRLSH), 1100 Volt grade alongwith one run of2.5 Sqmm PVC insulated & unsheathed copper conductor cable (FRLSH), 1100 Volt grade, connected to common earth dolly asearth continuity conductor, drawn through 20mm bore PVC concealed conduit (medium grade) after and including taking down existing sub main wiring complete all as specified and as directed.Note : Two runs of 2.5 Sqmm, one run of 2.5 Sqmm cable and one run of conduit shall be measured as one unit. 388 Supply and fixing as in replacement vertical MCB DB TPN 4 ways (double door) IP-43, IK-9 protection with TP/FP MCCB incommer and TPN/SPN MCB as outgoing including bus bar neutral link, earth bar and din rail, recessed with wall surfaces by chase cutting and making good surfaces of wall complete all as specified and as directed. 389 Supply and fixing as in replacement MCB DB TPN 4 ways (double door) IP-43, IK-9 protection with MCB incommer including bus bar neutral link, earth bar and din rail, recessed with wall surfaces by chase cutting and making good surfaces of wall complete all as specified and as directed. 390 Supply and fixing as in replacement MCB DB SPN 12 ways double door including bus bar neutral link, earth bar and din rail,recessed with wall surfaces by chase cutting and making good surfaces of wall complete all as specified and as directed. 391 Supply and fixing as in replacement MCB DB SPN 8 ways double door including bus bar neutral link, earth bar and din rail,recessed with wall surfaces by chase cutting and making good surfaces of wall complete all as specified and as directed. 392 Supply and fixingas in replacement Single pole and neutral sheet metal enclosure (IP 42 protection) with a two pin and earth plug and socket complete with one single pole MCB 20 Amps complete all as specified and as directed. 393 Supply and fixing as in replacement MCCB triple pole and neutral (Four pole) 160 Amp, 415 volts, 50 Hz, having thermal setting range 70% to 100% and fixed magnetic setting and breaking capacity 25 KA including making incoming and outgoing connections complete all as specified and as directed. 394 Supply and fixing as in replacement 63 Amps, TPN, 240 Volt C series, breaking capacity 10 KA complete all as specified and as directed. 395 Supply and fixing as in replacement MCB 6 to 32 Amps, SPN, 240 Volt C series, breaking capacity 10 KA complete all as specified and as directed. 396 Supply and fixing as in replacement MCB 40 to 63 Amps, SPN, 240 Volt C series, breaking capacity 10 KA complete all as specified and as directed. 397 Supply and fixing as in replacement MCB 6 to 32 Amps, SP, 240 Volt C series, breaking capacity 10 KA complete all as specified and as directed. 398 Supply and fixing 1 X 10Watt, 230V LED Lamp with B-22 base suitable for holder fittings complete all as specified and as directed. 399 Supply and fixing as in replacement for LED 18W surface mouted square led downlighter deigned in Polycarbonate hosing with inbuilt driver and revolutionary flicker controlled technology to reduce harmful invisible flicker present in LED lighting sources including connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete all as specified and as directed. 400 Supply and fixing as in replacement for LED tube light fitting 1 X 20Watt, 230V, 1200mm, 6500Kwith aluminium housing & integrated electronic driver fixingon PVC/wooden round block including all accessories and connecting to celling rose complete all as specified and as directed. 401 Supply and fixing as in replacement for LED tube light fitting 1 X 10Watt, 230V, 600mm, 6500Kwith aluminium housing & integrated electronic driver fixingon PVC/wooden round block including all accessories and connecting to celling rose complete all as specified and as directed. 402 Supply & fixingas in replacement Surface mounted LED bulk head light fitting 9/10W, IP66, Iumen output >65 lum/watt, color temp 5700- 6500K,CRI>70, THD<20%, PF>0.9, operating voltage 220-240 V in high pressure die cast aluminum housing in polycarbonate cover with clear prismatic diffuser and lamp holders etc complete making connections, complete all as specified & directed. 403 Supply and fixingas in replacement for 2 x 2 surface mounting LEDluminarie 40 W after mounting white powder coated CRCA housing with high power LEDs, plane front frame with translucent cover fixed to the housing including LED lamp, other accessories and necessary electric connection complete all as specified andas directed. 404 Supply and fixingas in replacementfor Compact building security lighting luminaires with deep drawn housing for single 60 Watt LED, 5700K with toughened glass protection, electronic driver, pressure die cast aluminium housingIP66,with epoxy white powder coated and fixing bracket made of 32mm bore galvanised iron light grade pipe made to shape having overall length 1.5 mtr ,fixed over the vertical wall through two numbers mild steel clamp of 25mm width ,3mm thick MS flat strip and four Nos nuts,bolts & washers of 12mm dia ,150mm long grouted into wall complete all as specified andas directed. 405 Supply, installaion, testing and commissioning Electric kitchen chimney, auto clean type with Baffle filters, minimum length 90cm (suitable for 3 to 5 burner stove) with minimum suction capacity 1425 m3/hour, touch control panel, noise level not less than 58db including exhaust duct with alll fixing accessories and making hole on the wall for passing the exhaust duct complete all as specified and as directed. 406 Taking down ceiling/ Exhaust fan of any sweep carefully from its original installed position, dismantling complete, cleaning all dust, applying grease for bearing, changing of minor spare parts to make it serviceable, painting of fans complete with superior quality synthetic enamel paint by spraying including filling cavities with filler after cleaning all dust, reassembling the fan and blades, hanging/fixing the fan in its original position and testing on completion complete all as specified and as directed. 407 Supply and fixing PVC exhaust fan 200mm sweep size (latest 5 star rated as per BEE) with louvers, AC, Single phase 230/240 volts 1400 RPM and connecting with 1.5 Sqmm, 3 Core flexible copper wire from ceiling rose to fan after and including cutting/making opening of walls and making good the disturbed surfaces completeall as specified and as directed. 408 Taking down geyser, of any type and Refixing the same after completion of civil work complete all as specified and as directed. 409 Supply and fixingair termination, single pointed, aluminium rod 12mm dia and 300mm longwith all accessories required for fixing/mounting on 20mm GI pipe including taking down old unserviceablematerials and make good the disturbed surface complete all as specified and as directed. 410 Supply & fixing Test point box of suitable size including terminal block made of gun metal or phosphorus bronze size 75x75x25mm drilled and screwed including 3 nos. 8mm dia 25mm long hex. head screw and connected with earthing strip including taking out old unserviceable materials and make good the disturbed surface complete all as specified and as directed. 411 Supply & fixing single aluminium strip of size25 x 3 mm aluminium in proper positon saddles and fixing screws for roof (ring) conductors to the building air termination point as required after and including taking out old unserviceable materials and make good the disturbed surface complete all as specified and as directed. 412 Supply & fixing single galvanised strip of size32x6 mm galvanised iron in proper positon saddles and fixing screws for roof conductors and down conducrors from top to the building air termination point to the test points of the building as required after and including taking out old unserviceablematerials and make good the disturbed surface complete all as specified and as directed. 413 Materials and labour for earthing complete with galvanised iron earth plate electrode 600 mm x 600 mm x 6 mm thick, burried directly and preferably vertically in ground, earth pit not less than 2.25 Mtr deep below ground level with top edge of the plate not less than 1.5 m below ground level connetced with galvanised wire of 4mm diaby means of nuts, bolts, check nuts and washers made of galvanised iron or steel earthing lead to be protected by galvanised iron pipe of 15mm bore (light grade) and other end connected to earthing test point or lightening arrestor or main controlling switch as directed including providing funnel with 20mm bore galvanised iron pipe (medium grade), wire mesh, charcoal or coke and common salt in alternate layer of 15cm (compacted thickness) all round the earth electrode, concrete earth pit in PCC (1:3:6) type C-1 (with 20mm graded aggregate), 50mm thick precast RCC (1:2:4) cover slab (re-inforced with 8mm dia TMT bar @ 15 cm C/C bothways and suitable handle made of 10mm dia) including necessary earth work in excavation, returning filling and removal of surplus earth upto a distance not exceeding 50 m etc all as shown on electrical plate No. 3 of MES Schedule Part-I(2009) complete including testing on completion and taking down old unserviceable materials complete all as specified and as directed. 414 Taking Down Carefully XLPE cable of size of any size from trench/surface including making good disturbed surface of walletc complete all as specified and as directed. 415 Supply and laying under ground XLPE insulated PVC sheathed (Heavy duty) armoured 1100 volts grade aluminium conductor cable of size 16 Sqmm 4 core laid in trenches/ fixed to wall as per IS 7098 (Part I) including connection cable glands, aluminium lugs etc complete all as specified and as directed. (Note: Used for Bldg panel to TPN Connection.)
Contract Date: Oct 28, 2025 Contract Value : ₹ 11.75 Crore
Statutory Bodies & Commissions/Committees No of Bidders 11
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