Tender For North Of Har-Ki-Pauri Development (Haridwar), Pauri-Uttarakhand

TDR : 54331379

Tender Notice
BOQ

14 Days Left

Pauri , Uttarakhand

Tender Brief : Tender For North Of Har-Ki-Pauri Development (Haridwar)

Document Fees
₹ 5900 /-

EMD
₹ 7754000.0 /-

Tender Value
₹ 52.54 Crore /-

Submission Date
18-03-2026

Competition Type
Indian

Bidding Type
Tender

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1	Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
2	Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
3	Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge
4	Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more.
5	40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone Red Sand Stone
6	Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.
7	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 purposes only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
8	Providing and fixing stainless steel ( Grade 304) 6mm dia Solid Chain made of Soild Rod 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 & PCC/RCC with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the under of the floor or the side of slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purposes only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
9	Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100 mm upto 200 mm 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. Upto and including 12 mm dia.
10	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
11	For additional 2 to 20 km carriage.for above item no.3-4 (Mord)+C9
12	Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
13	Slip clearance (by manual means) of loose earth and other small loose materials including disposal complete as directed by the Engineer-in-charge.
14	Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203Nominal mix 1:3:6 P.C.C grade M 10
15	Rubbing on existing Stone Flooring and Filling of Grooves with cement Mortar 1:2 (1 Cement : 2 Stone dust) admixed With Pigment to match the shade of Stone etc. Complete in all respect as directed by the Engineer-in-charge.
16	Compacting original ground supporting subgradeLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
17	Gravel/Soil-Aggregate Base (Table 400.2) Grading A-Construction of gravel/soil-aggregate base by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller to achieve the desired density, complete as perTechnical Specifications Clause 402
18	WBM Grading 2: By Mechanical MeansProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 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 Technical Specification Clause 405.
19	WBM Grading 3: By Mechanical MeansProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
20	Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409) Using Concrete Batching and Mixing Plant PCC M15 for Kerb base
21	PCC M20 for Kerb (Cast in Situ)
22	Providing and Laying of Interlocking Concrete Blcok (M-35) Pavements having thickness 60 mm as per drawing and Technical Specification Clause 1504
23	Dry Lean Cement Concrete Sub- base (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 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.)
24	Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 Cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
25	Painting Two Coats on New Concrete SurfacesPainting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
26	Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
27	Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC :67 made of Type XI retro- reflective sheeting, vide clause 801.3, fixed over Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.
28	Direction and Place Identification Signs with size more than 0.9 sqm size Board.Providing and erecting direction and place identification retroreflectorised sign as per IRC :67 made of Type XI retro- reflective sheeting, vide clause 801.3, fixed over Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2 mm thickness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.
29	Retro-Reflective Traffic Signs with Type XI retro- reflective Sheet:Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Type XI retro reflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness 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 level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. 600 mm equilateral triangle
30	Retro-Reflective Traffic Signs with Type XI retro- reflective Sheet:Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Type XI retro reflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness 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 level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. 900mm high Octagon
31	Road Delineators / Vertical Guide Posts:Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron. The posts shall have ellipsoidal or circular design with the height ofthe pole shall be 800 to 900 mm above the ground with about 200 to 300 anchored with PCC M-15 onto the ground. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuouscurves. The delineator shall have sufficient arrangement to make the reflective sheets vandal-proof. Including all test report and warranties as per IRC 67 and IRC 79.
32	Solar Road Studs:Providing and fixing Solar Powered Road Studs (Rectangular) of size not less than 100mm x 100 mm x 10 mm or (Circular) of dia 130+/- 6mm and height 30 +/- 2mm (with 8 super bright LEDs for long visibility from distance greater than 800 m) having twin shank and body made of aluminium alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support a load of 13635 kg tested in accordance with ASTM D 4280 and water resistance as per IP 65 in accordance with IS 12063:1987, fixed to the road surface using adhesives and the procedure recommended by the manufacturer as per Clause No. 804.6 and 804.7 of MORTH specifications.
33	Road Studs / Cat Eye:Providing and fixing of single mould twin shank reflective road studs of‘category A’ Raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive recommended by the manufacturer. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III and the length ,height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm and outermost faces of configuration of marker shall not deviate more than 1.3 mm from a flat surface. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro reflectory surface shall not be less than 13.0 sq.cm. The slope or retro – reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CIL not less than values specified in table 1 of MORTH Section 800 page no. 353 and should accompany two yearwarranty for satisfactory field performance from the manufacturer.
34	Providing & Fixing PVC speed Breakers size 500mm x 350mm x 75mm high, including all necessary materials & equipment, and completing the work in all respects as per the direction of the Engineer In Charge.
35	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 lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil
36	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 upto 50 m and lift upto 1.5 m.
37	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
38	1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
39	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 naturalsources, Portland Pozzolana / Ordinary Portland /Portland Slagcement, 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 havediscretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /Cum
40	All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /Cum
41	Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
42	Centering and shuttering including strutting, propping etc. and removal of form fo Suspended floors, roofs, landings, balconies and accessplatform
43	Centering and shuttering including strutting, propping etc. and removal of form fo Lintels, beams, plinth beams, girders, bressumers and cantilevers
44	Centering and shuttering including strutting, propping etc. and removal of form fo Columns, Pillars, Piers, Abutments, Posts and Struts
45	Centering and shuttering including strutting, propping etc. and removal of form fo Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
46	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.
47	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)
48	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. Cement mortar 1:4 (1 cement :4 coarse sand)
49	Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
50	12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
51	15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)
52	Extra for plastering done on moulding, cornices or architraves includingneat finish to line and level: In one coat
53	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.
54	Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
55	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 : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
56	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)
57	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 Size of Tile 600 x 600 mm
58	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 1 2 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.
59	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 of edges to give high gloss finish etc. complete at all levels. Granite stone slab of colour black, Cherry/Ruby red Area of slab over 0.50 Sqm
60	Providing and Fixing factory made uPVC door frame, made of uPVC exturded sections, of size 65 mm x 55 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 mm x 30 mm having wall thickness 2 mm (±0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fastners, all complete as per manufacturer's specification and direction of Engineer-in-charge.
61	Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow section of size 100 mm x 37 mm with wall thickness 2 mm(± 0.2 mm), 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 75 mm x 220 mm at each corner and stainless steel screws, reinforcing the hinge side of style by inserting PVC profile of size 28 mm x 30 mm, with wall thickness 2 mm ( ± 0.2 mm). Lockrail of size 100 mm x 37 mm, wall thickness 2 mm (+ 0.2 mm) will be fixed to the vertical styles. Providing with PVC snap fit beads and panel of size 100 mm x 20 mm, and inserting 2 nos tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturer's specification and direction of Engineer-in-charge.
62	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 with galvanized 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 sleeve for fixing frame to finished wall as per IS 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 paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for : (i) Sites with basic wind speed > 45 m/sec as per IS 875 – Part 3 (ii) Sites with structure height more than 20m for all wind speeds Fixed window I ventilator without mullion I transom. Using R1 series with frame (33 mm & above) x (35 mm & above). (Height upto 0.90 metre)
63	Providing and fixing Brass 100mm 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.
64	Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer-incharge Anodized (AC 15 ) aluminium
65	Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete. 50x40x2.5 mm (ordinary type)
66	Providing and fixing aluminium tower bolts, ISi marked, anodised (anodic coating not less than grade AC 1 0 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete: 200x10 mm
67	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 6 mm and down size or pea sized gravel spread at 6 cubic decimeter per square metre, including preparation of surface but excluding grading complete with : Bitumen felt (hessian base) type 3 grade I conforming toIS : 1322
68	40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1 :5 (1 cement: 5 coarse sand) with joints finished flush. White/Grey sand stone
69	Providing gola 75x75 mm in cement concrete 1 :2:4 (1 cement : 2 coarse sand : 4 stone aggregate 1 0 mm and down gauge), including finishing with cement mortar 1 :3 (1 cement: 3 fine sand) as per standard design : In 75x75 mm deep chase
70	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 1 2 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.
71	Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter 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.
72	Automatic sanitary napkin vending and incinerator machine (900x455x590)mm
73	Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C. grade M 25
74	Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
75	Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203R.C.C. grade M 25 With Batching Plant, Transit Mixer and Concrete Pump
76	Supplying, Fitting and Placing un-coated HYSD bar Fe500 Reinforcement in Foundation complete as per Drawing and Technical Specifications.
77	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 Supplying and fixing MS Grating (350x350mm) for road gully cover
78	U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 110 mm dia
79	Supply, Laying Jointing and Testing of GI pipe confirming to IS:1239 (Part I) - 2004. 25 mm diameter
80	Supply, Laying Jointing and Testing of GI pipe confirming to IS:1239 (Part I) - 2004. 40 mm diameter
81	Supply, Laying Jointing and Testing of GI pipe confirming to IS:1239 (Part I) - 2004. 50 mm diameter
82	Supply, Laying Jointing and Testing of GI pipe confirming to IS:1239 (Part I) - 2004. 65 mm diameter
83	Supply, Laying Jointing and Testing of GI pipe confirming to IS:1239 (Part I) - 2004. 100 mm diameter
84	Providing all materials, Carting from site store to site of work, Laying and Jointing of GI Pipe Conforming to IS: 1239 (Part-I) including supply of all joining materials like specials, white lead, hemp and oil etc in trenches with its cutting, threading and testing of pipeline etc complete. 25 mm diameter
85	Providing all materials, Carting from site store to site of work, Laying and Jointing of GI Pipe Conforming to IS: 1239 (Part-I) including supply of all joining materials like specials, white lead, hemp and oil etc in trenches with its cutting, threading and testing of pipeline etc complete. 40 mm diameter
86	Providing all materials, Carting from site store to site of work, Laying and Jointing of GI Pipe Conforming to IS: 1239 (Part-I) including supply of all joining materials like specials, white lead, hemp and oil etc in trenches with its cutting, threading and testing of pipeline etc complete. 50 mm diameter
87	Providing all materials, Carting from site store to site of work, Laying and Jointing of GI Pipe Conforming to IS: 1239 (Part-I) including supply of all joining materials like specials, white lead, hemp and oil etc in trenches with its cutting, threading and testing of pipeline etc complete. 65 mm diameter
88	Providing all materials, Carting from site store to site of work, Laying and Jointing of GI Pipe Conforming to IS: 1239 (Part-I) including supply of all joining materials like specials, white lead, hemp and oil etc in trenches with its cutting, threading and testing of pipeline etc complete. 100 mm diameter
89	Providing and fixing Brass GM valve / Wheel Valve in position, including all materials, Lobourer, T&P complete. 25 mm diameter
90	Providing and fixing Brass GM valve / Wheel Valve in position, including all materials, Lobourer, T&P complete. 40 mm diameter
91	Providing and fixing Brass GM valve / Wheel Valve in position, including all materials, Lobourer, T&P complete. 50 mm diameter
92	Providing and fixing Brass GM valve / Wheel Valve in position, including all materials, Lobourer, T&P complete. 65 mm diameter
93	Providing and fixing Brass GM valve / Wheel Valve in position, including all materials, Lobourer, T&P complete. 80 mm diameter
94	Supply, erection, testing and commissioning of Water Kiosk including all civil, mechanical and electrical works as required and as per specification. Water Kiosk with 6 taps, including UV treatment, and as per specification
95	Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (Measurements to be taken of the face area timbered): 150mm Dia SN8 Pipe
96	Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (Measurements to be taken of the face area timbered):150mm Dia SN8 Pipe
97	Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (Measurements to be taken of the face area timbered):150mm Dia SN8 Pipe
98	Bailing out water and removing slush in pipeline excavation as per direction of engineer in-charge- LS
99	Supply and Delivery of DWC Structured Wall Polyethylene Piping Systems (Pipe with online/offline coupler and elastomeric sealing ring) with required specials non-smooth external annular corrugated and smooth internal surface (Double wall) (SN 8 Class) for non-pressure underground sewerage, drainage application generally as per IS-16098 (Part-2) type B. 150mm Dia Pipe SN 8 Pipe
100	Supply and Delivery of DWC Structured Wall Polyethylene Piping Systems (Pipe with online/offline coupler and elastomeric sealing ring) with required specials non-smooth external annular corrugated and smooth internal surface (Double wall) (SN 8 Class) for non-pressure underground sewerage, drainage application generally as per IS-16098 (Part-2) type B. 200mm Dia SN8 Pipe
101	Supply and Delivery of DWC Structured Wall Polyethylene Piping Systems (Pipe with online/offline coupler and elastomeric sealing ring) with required specials non-smooth external annular corrugated and smooth internal surface (Double wall) (SN 8 Class) for non-pressure underground sewerage, drainage application generally as per IS-16098 (Part-2) type B.250mm Dia SN8 Pipe
102	Lowering, Laying and Jointing of class SN 8 structured wall (External Annular. Corrugated and Smooth Internal Surface Polyethylene Piping and fitting with the help of coupler(online/ offline) attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed onthe specified valley of the corrugation at the spigot end, lowering the same into the trench, laying on the lower bedding (constructed at bottom of trenches) at prescribed gradient, depth and alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segment etc. complete as per drawing, specification and detailed engineering, including cartage of pipes and fitting from site stacks to the place of laying etc. as per direction of Engineer-in-charge. 150mm Dia SN 8 Pipe
103	Lowering, Laying and Jointing of class SN 8 structured wall (External Annular. Corrugated and Smooth Internal Surface Polyethylene Piping and fitting with the help of coupler(online/ offline) attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed onthe specified valley of the corrugation at the spigot end, lowering the same into the trench, laying on the lower bedding (constructed at bottom of trenches) at prescribed gradient, depth and alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segment etc. complete as per drawing, specification and detailed engineering, including cartage of pipes and fitting from site stacks to the place of laying etc. as per direction of Engineer-in-charge. 200mm Dia SN8 Pipe
104	Lowering, Laying and Jointing of class SN 8 structured wall (External Annular. Corrugated and Smooth Internal Surface Polyethylene Piping and fitting with the help of coupler(online/ offline) attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed onthe specified valley of the corrugation at the spigot end, lowering the same into the trench, laying on the lower bedding (constructed at bottom of trenches) at prescribed gradient, depth and alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segment etc. complete as per drawing, specification and detailed engineering, including cartage of pipes and fitting from site stacks to the place of laying etc. as per direction of Engineer-in-charge. 250mm Dia SN8 Pipe
105	Providing, laying, jointing, and testing S&S Centrifugally Cast Ductile Iron double chamber Class K-9 pressure pipes conforming to IS : 8329:2000 with restrained joints (bolt-less), all complete. - for 150mm dia. DI. Pipe from Lift MH to the Existing Manhole in the UGSS- Sewage Pumping Station 150 mm Dia DI Pipe
106	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 : 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) : Manhole - 0.6 m depth With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
107	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 : 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) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
108	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 : 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) : Manhole - 0.9 m depth With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
109	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) : Manhole - 1.00 m depth With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
110	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) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
111	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 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel 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, all complete as per standard design :2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm 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 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : Manhole - 2.75 m depth With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
112	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 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel 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, all complete as per standard design :2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm 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 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.6
113	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 stoneaggregate 20 mm nominal size) as per standard design With 20x20 mm square bar
114	Pump Set: Supply, installing, testing, and commissioning of Submersible Centrifugal Sewage Non-Clog Pumps along with valves, fittings, electrical panel board and all necessary accessories, complete inside the Lifting Manhole. with a duty of Discharge 50 m3 / hour X 20m head (1 working + 1 Spare pump set)
115	Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete. 75 mm dia pipe
116	Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete 110 mm dia
117	Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete 160 mm dia pipe.
118	Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ringconforming to IS : 5382 leaving 10 mm gap for thermal expansion. Tee/ Tee with door/ Bend 45°/ Bend 90° 75 mm
119	Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ringconforming to IS : 5382 leaving 10 mm gap for thermal expansion. Tee/ Tee with door/ Bend 45°/ Bend 90° 110mm
120	Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ringconforming to IS : 5382 leaving 10 mm gap for thermal expansion. Tee/ Tee with door/ Bend 45°/ Bend 90° Vent covel 110 mm
121	\\"P\\" trap
122	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 testing of joints complete as per direction of Engineer inCharge. INTERNAL WORK - EXPOSED ON WALL 40 mm nominal outer dia .Pipes.
123	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 testing of joints complete as per direction of Engineer inCharge. INTERNAL WORK - EXPOSED ON WALL 50 mm nominal outer dia .Pipes.
124	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This included jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.EXTERNAL WORK 50 mm nominal outer dia .Pipes.
125	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., 15 mm nominal outer dia .Pipes.
126	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., 20 mm nominal outer dia .Pipes.
127	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., 25 mm nominal outer dia .Pipes.
128	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., 32 mm nominal outer dia .Pipes.
129	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore Bib cock (400 grams)
130	Long body bib cock (500 grams)
131	Angle valve for basin mixer and geyser points (450 grams)
132	Toilet paper holder
133	Soap dish plate
134	Towel rail (600mm long x 20mm dia)
135	Towel ring (150 mm dia)
136	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
137	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :25 mm nominal bore
138	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 fixturescomplete, including cutting and making good the walls and floors whereverrequired :W.C. pan with ISI marked white solid plastic seat and lid
139	Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm 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 required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern
140	Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillartaps, 32 mm C.P. brass waste of standard pattern, including painting offittings and brackets, cutting and making good the walls wherever require:White Vitreous China Flat back wash basin size 550x 400 mmwith single 15 mm C.P. brass pillar tap
141	Providing and fixing mirror of superior glass (of approved quality) and ofrequired shape and size with plastic moulded frame of approved make andshade with 6 mm thick hard board backing17.32.2 Rectangular shape 453x357 mm
142	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 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : For 100 mm dia pipe
143	Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate include making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately.
144	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 100 mm 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 20 mm 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 ndesignation 7.5
145	Supply and Installation of SS Bins
146	Supply and Installation of Trolley Bins
147	Supply and Installation of Large Metal GI Bins
148	Supply ,Instalation ,Testing & commissioning of 200KVA,11KV/433V Transformer with 11KV AB Switch, 11KV HG Fuse Set, Metering with CT's , construction of Plinth with required materials. With LT APFC Panel,HT Cabling, TVSS, Substation Earthing,Bustrunking from Transformer to LT panels,SPD,etc
149	Supply ,Instalation ,Testing & commissioning of 200KVA ,415V,50HZ silent type DG set, AMF panel, bus ducting/cables from DG to panel. DG set enclosure sound insulation/ ventilation /smoke exhaust. Earthing, civil foundation. DG set exhaust piping/chimney as CPCB norms
150	Supply and making outdoor cable end termination with heat shrinkable joining kit complete with all accessories suitable for of 3 core 120sqm HT Al armoured cables from RMU to Transformer with lugs & Glands
151	Supply and laying and termination of 3 core 120sqm HT Al armoured cables from RMU to Transformer with lugs & Glands
152	Laying of PVC insulated XLPE power cbale of 11KV 3 core 120sqmm cable direct in ground including excavation,sand cushioning protective covering and refilling the ternch etc as required
153	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.
154	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.
155	Providing, laying and 80 mm dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required. DSR No
156	Supplying, installation, testing and commissioning of online 20KVA 3 phase UPS system with 30 minutes back up including batteries, interconnecting cables, battery racks etc.
157	Add for every additional 30 minutes backup
158	SITC of Supply of decorative ornamental pole with Single arm Decorative bracket . Total height of the pole with bracket shall be 7000 mm nominal above the ground. The pole shall be made out of mild steel tube in multiple sections with grooves as per attached drawing.the different sections shall be joined together through flanges and swaging joints and are welded to get stable structure .The bottom section shall be of 165mm dia x 3.6 mm thickness x 1200mm long , the middle section shall be of 114mm dia(grooved to dia108 mm and swaged ) x 3.6mm thickness x1800mm long and top section shall be 89mm dia(grooved to dia82 mm and swaged ) x 3.6 mm thickness x 2800 mm long.The base plate shall be of dimension 300 x 300 mm and thickness 15 mm and joined with the pole by welding joint with the help of stiffeners . A built in service window shall be provided to accommodate a 6 amp SP MCB and 32 amp heavy duty connector for mains connections in the bottom part of the pole as shown in the attached drawing. The cast iron decorative embellishments shall be fixed with the pole with the help of SS grub screws as shown in attached drawing. The cast iron embellishments fitted in pole shall be made in single casting , joining of two parts with boltswill not be accepted. OM theme illuminated embellishment shall be fitted on the pole bracket as shown in attached drawing. One Trishul and Damru theme metallic statue should be fitted at the centre of the pole bracket.The decorative bracket shall be made out of Mild steel tube ,rod &embellishments shall be made of cast iron ,Total height of the bracket shall be 1200 mm till the bracket arm. The decorative pole and decorative bracket shall be machined and polished properly to give it a smooth surface. The decorative pole and decorative bracket shall be duly pretreated by shot blasting process and coated with high end epoxy primers and top coat in UV ray resistant polyurethane/Polyester coating in approved colourshade.The Coating on the pole and bracket shall bebaked in oven at required temperature and parameters .The DFT of coating on pole shall be 90 microns(minimum). The coating on pole and bracket shall pass minimum 500 salt spray hours. Wind pressure calculation shall be done as perIS875.The contractor has to specify pole manufacturers name and manufacturing facility details in technical bid. The pole manufacturer shall have in house facility for pole fabrication consisting of Laser cutting machine , pole grooving macine , Pole fabrication and Mig welding plant , shot blasting machine , Oven to bake Required pole and bracket . The EIC will visit the plant to ascertain the required plant and machinery at manufacturers facility
159	SITC of Supply of decorative ornamental pole with Double arm Decorative bracket . Total height of the pole with bracket shall be 7000 mm nominal above the ground. The pole shall be made out of mild steel tube in multiple sections with grooves as per attached drawing.the different sections shall be joined together through flanges and swaging joints and are welded to get stable structure .The bottom section shall be of 165mm dia x 3.6 mm thickness x 1200mm long , the middle section shall be of 114mm dia(grooved to dia108 mm and swaged ) x 3.6mm thickness x1800mm long and top section shall be 89mm dia(grooved to dia82 mm and swaged ) x 3.6 mm thickness x 2800 mm long.The base plate shall be of dimension 300 x 300 mm and thickness 15 mm and joined with the pole by welding joint with the help of stiffeners . A built in service window shall be provided to accommodate a 6 amp SP MCB and 32 amp heavy duty connector for mains connections in the bottom part of the pole as shown in the attached drawing. The cast iron decorative embellishments shall be fixed with the pole with the help of SS grub screws as shown in attached drawing. The cast iron embellishments fitted in pole shall be made in single casting , joining of two parts with boltswill not be accepted. OM theme illuminated embellishment shall be fitted on the pole bracket as shown in attached drawing. One Trishul and Damru theme metallic statue should be fitted at the centre of the pole bracket.The decorative bracket shall be made out of Mild steel tube ,rod &embellishments shall be made of cast iron ,Total height of the bracket shall be 1200 mm till the bracket arm. The decorative pole and decorative bracket shall be machined and polished properly to give it a smooth surface. The decorative pole and decorative bracket shall be duly pretreated by shot blasting process and coated with high end epoxy primers and top coat in UV ray resistant polyurethane/Polyester coating in approved colourshade.The Coating on the pole and bracket shall bebaked in oven at required temperature and parameters .The DFT of coating on pole shall be 90 microns(minimum). The coating on pole and bracket shall pass minimum 500 salt spray hours. Wind pressure calculation shall be done as perIS875.The contractor has to specify pole manufacturers name and manufacturing facility details in technical bid. The pole manufacturer shall have in house facility for pole fabrication consisting of Laser cutting machine , pole grooving macine , Pole fabrication and Mig welding plant , shot blasting machine , Oven to bake Required pole and bracket . The EIC will visit the plant to ascertain the required plant and machinery at manufacturers facility
160	Supply of decorative ornamental pole with Single arm Decorative bracket. Total height of the pole with bracket shall be 9000 mm nominal above the ground. The pole shall be made out of mild steel tube in multiple sections with grooves as per attached drawing. The different sections shall be joined together through flanges and swaging joints and are welded to get stable structure. The bottom section shall be of 165mm dia x 3.6 mm thickness x 1200mm long, the middle section shall be of 114mm dia (grooved to dia108 mm and swaged) x 3.6mm thickness x 2800mm long and top section shall be 89mm dia (grooved to dia 82mm and swaged) x 3.6 mm thickness x 3800 mm long. The base plate shall be of dimension 300 x 300mm and thickness 15 mm and joined with the pole by welding joint with the help of stiffeners. A built in service window shall be provided to accommodate a 6 amp SP MCB and 32 amp heavy duty connector for mains connections in the bottom part of the pole as shown in the attached drawing. The cast iron decorative embellishments shall be fixed with the pole with the help of SS grub screws as shown in attached drawing. The cast iron embellishments fitted in pole shall be made in single casting, joining of two parts with bolts will not be accepted. OM theme illuminated embellishment shall be fitted on the pole bracket as shown in attached drawing. One Trishul and Damru theme metallic statue should be fitted at the centre of the pole bracket. The decorative bracket shall be made out of Mild steel tube, rod &embellishments shall be made of cast iron, and total height of the bracket shall be 1200 mm till the bracket arm. The decorative pole and decorative bracket shall be machined and polished properly to give it a smooth surface. The decorative pole and decorative bracket shall be duly pre-treated by shot blasting process and coated with high end epoxy primers and top coat in UV ray resistant polyurethane/Polyester coating in approved colours hade. The Coating on the pole and bracket shall be baked in oven at required temperature and parameters. The DFT of coating on pole shall be 90 microns (minimum). The coating on pole and bracket shall pass minimum 500 salt spray hours. Wind pressure calculation shall be done as per IS875. The pole manufacturer shall have in house facility for pole fabrication consisting of Laser cutting machine, pole grooving machine, Pole fabrication and Mig welding plant, shot blasting machine, Oven to bake Required pole and bracket. The EIC will visit the plant to ascertain the required plant and machinery at manufacturers facility.
161	Decorative Led street light shall be made of die cast and Spun Aluminium and shall have Ingress protection of IP66 for optical compartment and Impact Resistance of IK 08 or more. The Led Post top light shall be in 90w LED. A Transparent polycarbonate Diffuser shall be fitted in the Led post top light. Integrated suitable BIS approved LED Driver shall be fitted inside the Led Post top light having efficiency >85%, power factor shall be >0.95, THD <=10%, with driver standard voltage withstand range of 100-300 V AC and inbuilt surge protection of Min. 4 kv. The Luminaries shall have external surge protection device of 10kV. Led shall be Osram/Seoul/Cree or equivalent reputed make and shall have luminous efficacy of more than 140 Lm/Watt. System luminous efficacy shall be more than 125 Lm/Watt. The CCT of Led shall be 3000/4000/6000K as required by engineer in charge. The shape and sizes of the Led Post top light shall be as per attached drawing. System life of 50,000 burning hours with 70% of initial lumens maintained. The Led Post top light shall be machined and polished properly to give it a smooth surface and shall be coated in UV ray resistant Polyurethane/Polyester coating in approved colour shade. The Coating on the Led post top light shall be baked in oven at required temperature and parameters.The pole manufacturer shall have in house testing facility for street light luminaire viz- LM-79, IP-66, IK-08. Oven to bake coating Required luminaire. The EIC will visit the plant to ascertain the required testing equipments, plant and machinery.Following third party test reports will be required with the material.LM-79IP-66IK-08LM-80 FOR LEDBIS OF DRIVERBIS OF STREET LIGHT
162	Supply installation testing & Commissioning 25M (in 3 section) high mast lighting system (as per PLG 07of ILP UK techinical report no7 of ILEUK/IS:875 Part-1-2015 /BSEN10025/andIS:2062)consisting of totally hot dip galvanised by single dipped method high mast, lantern carriage suitable for upto 12 nos luminaries with welded arm (excluding luminares), mast head frame assembly with full cover, including 1 No. LED 15 Watts aviation obstruction lights,double drum type self sustaining winch, integral power tool accessible from door with padlocking arrangement (winch motor with control circuit) hot dipped galvanised heavy duty pipe lightening final, S.S.ropes (AISI316,7/19 construction), EPR insulated PCP sheathed trailing cable, including outdoor type control panel for auto on/off, reverse / forward motor operation and CC foundation of M - 25 grade complete as required as per IS 456/IS 2911.
163	Providing & Fixing of IP-65 Protected LED aviation obstruction light luminaire comprising of die cast aluminum alloy housing with Polycarbonate enclosure having more than 200 Nos Low Power LED's having minimum power consumption 15 watts complete in all respect. aviation obstruction LED light luminaire Min. 15 Watts
164	Providing & Fixing of IK07 IP-66 protected high power LED flood light system with Pressure die cast aluminum housing LM6/ADC12 material, toughened glass diffuser with suitable lenses on LED to achieve various beam angles, 240 volt, 50Hz, of high power LED lamps. Integrated driver must be potted & has a unique BIS R number shall be high efficiency having efficiency more than 85% and in compliance to BIS certified and T.C. certificate. The System level Luminaire efficiency >=120 lm/ watt with High Power LEDs is to be used. LED driver Input Voltage AC120 V to 270 V AC with High voltage Cut off@>=300V AC and Auto resetting Safety. Input Frequency 50Hz+3%, Power Factor>0.95, driver Efficiency >85%,THD(1) <10%, driver current 1000 mA. High Power LED Flood Light 300W.
165	Supply of 4Cx16sqmm aluminium Armoured cable for HM
166	Laying of PVC insulated XLPE power cbale of 1.1KV 3.5 core upto 35sqmm cable direct in ground including excavation,sand cushioning protective covering and refilling the ternch etc as required (HM)
167	Feeder Pillar Panel
168	SITC of wall/free standing floor mounted dust and vermin proof compartmentalised cubical panel for electrical Works, made out of CRCA sheet. Other parameters required as per point (a) Thickness of sheet shall not be less than 1.6 mm up to 600 mm length/width of any compartment and be of 2.0 mm above 600 mm. Load bearing structure shall be of 2.0 mm thick sheet supported by base M.S. channel if required. Side walls and cable alley compartment shaving bolted type doors with/without detachable extension type structure (b) Panel shall be duly treated for derusting in 7 tank process with de phosphating and with powder coating of minimum 70 microns on both side of panel in desired shade The panel having PU/ Neoprene rubber gasket of not less than 3mm thickness, required hardware, separate detachable gland plate M.S. base channel (min 75mm), hinged door with locking arrangement for equipment/switchgear (c) Interconnection between bus bar and switch gears/cable shall be rigidly supported and made out by flexible copper wires (upto 125 amp) and by solid bus bar(>125 amp).
169	Upto 100 Amp, 25 KA, adustible O/L and fixed S/C settings, Ics 100% Icu
170	Providing and fixing of AC operated heavy duty 230/440 V power contactor for electrical works,ISI marked IS/IEC 60947-4-1:2000 having provision of mechnical interlocking auxilary context, din rail mounting type including making connection, testing etc as required, 4 pole power contactor switch AC 1 rating 63 Amp
171	1 set of phase indicating lamps (RED/YELLOW/BLUE)
172	Ct class 1 ratio upto 150/5, Burden 5VA
173	Providing and fixing of IP 51 CT operated direct reading type flush mounting Ampere meter of moving iron type of class 1.5 acuracy on existing panel for electric works making connection by PVC insulated copper conductor with PVC sleevs/ channel etc as required, 0-100 amps ammeter Analog
174	Analog type (96mmx96mm) flush mounting,0-500 amps voltmter Analog
175	Providing and fixing of ISO certified company made selectors switch of 10 Amp Voltmeter (4 position) using high grade engineering material to international standard with cam assembly insulation of glass filled polyamied with high tracking index, selector switch for voltmeter.
176	Providing and fixing of ISO certified company made CT linked selectors switch of 10 Amp Voltmeter (4 position) using high grade engineering material to international standard with cam assembly insulation of glass filled polyamied with high tracking index,selector switch for ammeter
177	Electrolytic grade Aluminium Bus Bar 6010 grade with colour coded PVC Sleeves (4x800mm) 1 Set of 100A 4P
178	4 pole MCB 6 Amp to 32A rating FP MCB, C Curve
179	Single pole MCB 6A to 32 A rating,10A SP MCB
180	Supply & installation of 3Phase ,15KVA outdoor type CCMS Panel equipped with 1 No Street Light Controller, 1 no Energy meter,1 no TPN MCB, 3 Nos 3 Pole contactors, 3 Nos 1Pole MCB’s, Battery, SMPS, 3 Nos Current Transformers & Toggle switches
181	Supply of 4Cx16sqmm aluminium Armoured cable
182	Supply of 3.5C X 35 SQ mm AL Armoured Cable
183	Supply of 4C X 6SQ mm AL Armoured Cable
184	Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II completewith fitting and cutting, jointing etc. in the existing trench, complete as required. 63 mm dia (OD-63 mm & ID-51 mm nominal) including excavation and sand refilling the trench but excluding sand cusioning and protective covering
185	Supply & Installation of 415Volts,3P starter Panel (for 15KW Pumps) complies to IEC61439-1&IEC 60947 Enclosure shall be made up of CRCA sheet with 2.0mm thickness and powder coated through 7 tank process with 80micron thickness
186	Supply and laying of 3 core 35sqm Al armoured cables for 22Kw motor with lugs & Glands Please Enable Macros to View BoQ information

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Tender For North Of Har-Ki-Pauri Development (Haridwar), Pauri-Uttarakhand

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