Uttar Pradesh Rajkiya Nirman Nigam Limited has published Tender For Items Rate Quotation For Civil Work In Distt Jaunpur. Submission Date for this Tender is 26-06-2023. Building Work Tenders in jaunpur Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | CIVIL WORK |
| 2 | EXCAVATION infoundation inordinary Soil ( Loam clay or sand ) including lift upto 1.5m lead upto 30.0 m& including filling wateringand rammingof excavated earth into the space between the building & sides offoundation trenches or into the plinth and removal& disposal surplus earthas directed by the engineer I/C within a lead of 30 m.from foundation trenches. |
| 3 | Filling of available excavated earthin trenches, plinth, sides of foundation etc. inlayers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering including lead upto 50m & lift upto 1.50m. |
| 4 | Filling BY CARTED earthin trenches, plinth, sides of foundation etc. inlayers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering including lead upto 50m & lift upto 1.50m. |
| 5 | Sand filling in plinth including supply of necessary quantity of sand from a distancenot exceeding 8.00Kms. From the siteof work includingwatering, dressing etc. labour & T &P etc. required for proper completion of worksaplings of girthupto 30 groundlevel and removal of rubbish upto a distsnceof 50m out side the periphery of area cleared. under floor fine sand. |
| 6 | Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. |
| 7 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-in- charge.(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately).All works upto plinth level. |
| 8 | All works above plinth level upto floor V level. |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete |
| 10 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 11 | Suspended floors, roofs, landings, balconies and access platform |
| 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 14 | Stairs, (excluding landings) except spiral-staircases |
| 15 | Extra for shuttering in circular work (20% of respective centering and shuttering items) in Columns. |
| 16 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 17 | Weather shade, Chajjas, corbels etc., including edges |
| 18 | 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 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). |
| 19 | Add for using extra cement in the items of design mix over and above the specified cement content therein. |
| 20 | Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof.For above five to nine floor level. |
| 21 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-25 of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used.600 mm dia piles |
| 22 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Group of two or more piles upto 50 tonne Safe capacity INITIAL TEST |
| 23 | ROUTINE TEST |
| 24 | Class-150 brick/ Cement based fly ash brick work in 1:6 cementand COARSE sandmortar in foundation and plinth including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work. |
| 25 | Class-150 brick/ Cement based fly ash brick work in 1:6 cementand COARSE sandmortar in SUPER STRUCTURE including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work |
| 26 | Gr. Floor |
| 27 | 1st Floor |
| 28 | 2nd Floor |
| 29 | 3rd Floor |
| 30 | 4rth Floor |
| 31 | 5th Floor |
| 32 | 6th Floor |
| 33 | 7th Floor/ Terrace |
| 34 | Class-150 brick/ Cement based fly ash reinforced HALF brick work in 1:4 cementand COARSE sandmortar in SUPER STRUCTURE including supply of all materials, labour tools and plants, etc. |
| 35 | Gr. Floor |
| 36 | 1st Floor |
| 37 | 2nd Floor |
| 38 | 3rd Floor |
| 39 | 4th Floor |
| 40 | 5th Floor |
| 41 | 6th Floor |
| 42 | 7th Floor/ Terrace |
| 43 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. |
| 44 | 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. |
| 45 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the coloumn pitswall tench basement excavation top surface if plinth filling junction of wall and floor along the external perimer of binding expansion joints,surrounding of pipes and conduits etc.complete(plinth area of the building at ground floor only shall be measuredas per I.S.6313(Part ll 1981) aldrine emulsifiable concrete or any other approved material such as hepthachlor or chlordance will be used.The rate of application of chemical emulsion shall be as follows:- (1) treatment for masonary & foundation 5 litres per sq.m. (2) back fill in immediate contract with foundation 7.5 litre per sq.m (3)treatment of top surface of plinth filling 5 liters per sq.m.(4) treatment of soil along external parameter of building 7.50 lire per sq.m. |
| 46 | Mild steel or iron in plain work such as in reinforced concreted or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. Bend hooks and authorized overlapping shall be measured. |
| 47 | Fixing of steel or wooden Chaukhats in position. |
| 48 | Doors chaukhats |
| 49 | Window chaukhats |
| 50 | ventilator chaukhats |
| 51 | Providing and fixing SS sliding door bolts ISI marked anodised transparent or dyed to required colour or shade with nuts and screws etc. complete : 250x16 mm. |
| 52 | Providing and fixing SS tower bolts ISI marked anodisedtransparent or dyed to required colour or shade with necessary screws etc. complete : 250x10 mm. |
| 53 | Providing and fixing SS handles ISI marked anodisedtransparent or dyed to required colour or shade with necessary screws etc. complete :125 mm. |
| 54 | 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 :300x16 mm |
| 55 | 250x16 mm |
| 56 | 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 :300x10 mm |
| 57 | 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 :125 mm |
| 58 | Providing and fixing Aluminium Window Sliding Rollerand Screws etc. complete as per direction of Engineer-in-charge |
| 59 | Providing and fixing Aluminium window Sliding I-Lock and Screws etc. complete as per direction of Engineer-in-charge |
| 60 | Providing and fixing aluminium casement stays, ISI marked, anodised (anodic coating not less thangrade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. |
| 61 | 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. |
| 62 | 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. |
| 63 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. |
| 64 | 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 atjunctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rustfree, 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 architecturaldrawings and the directions of Engineer-in-charge. (Glazing, panelingand dash fasteners to be paid for separately) :Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) |
| 65 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 66 | 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 (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron). |
| 67 | Providing and fixing glazing in aluminium door, window, ventilator 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):With float glass panes of 5.00 mm thickness shutters and partitions etc. with EPDM rubber / neoprene gasket. |
| 68 | P/F ACP SHEET FOR PARTITION COMPLETE IN ALL RESPECT. AS PER ENGG. INCHARGE DIRECTION. |
| 69 | Providingand 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 palte etc. complete as per the direction of Engineer-in-charge.With stainless steel cover plate minimum 1.25 mm thickness. |
| 70 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm 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). |
| 71 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & 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). |
| 72 | 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 m dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. 10 x 120 mm |
| 73 | 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. With 12 mm mild steel U beading. |
| 74 | Providing and fixing 1.25 mm 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. Using M.S. angels 40x40x6 mm for diagonal braces |
| 75 | 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 with decorative both side 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 of 1.0 mm thick including 32x5 mm teak wood lipping on edges of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 76 | 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). |
| 77 | 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) : Rectangular or square |
| 78 | Extra if louvers (not exceeding 0.2 sqm) are provided in flush door shutters (overall area of door shutters to be measured). |
| 79 | Providing and fixing stainless steel (Grade 304) railing made of hallow tubes, chanells, plates etc. including welding grinding buffing, polising and making corvechare (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing 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 assessories such as nuts, bolts, fasteners etc. |
| 80 | Providing and laying "brick coba" 12 mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15 mm to each other, over 20 mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with aerelic cement concrete water proofing compound filled gaps of coba & top of coba mortarmixedwithwater proofing compound in 1:4 cement and coarse sand mortar finfished smooth & top mashed false square 30 x 30 cm and side wall parapet shall be monotythic plaster wall upto 30 cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonary coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour, T&P etc complete for proper completion of work. |
| 81 | 15 mm cement plaster on rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) on outer side of outer wall. |
| 82 | UPTO 10 M. FROM GR. LEVEL |
| 83 | 10 M TO 13 M. |
| 84 | 13M TO 16 M |
| 85 | 16M TO 19 M |
| 86 | 19M TO 22 M |
| 87 | 22M TO 25 M |
| 88 | 25 M TO 28 M |
| 89 | 28 M TO 31 M |
| 90 | 31M TO 34 M |
| 91 | 34 M TO 37 M |
| 92 | 37 M TO 40 M |
| 93 | 15 mm cement plaster on rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) on one side of inner wall. |
| 94 | 12 mm cement plaster on smooth side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand). |
| 95 | 12 mm cement plaster in single coat on fair side of single or half brick wall for single or half brick wall for interior plastering upto floor two level including brick wall for interior plastering upto floor two level including internal rounded angles chamfers and/or rounded angles not exceeding 80mm in girth and finished evenand smooth no. extra for mixing and additive. (i) 1 cement: 3 course sand in ceiling. |
| 96 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers |
| 97 | Making grooves 10 to 12 mm wide x 8 mm deep in plaster the all or in ceiling vertically of horizontally as required. |
| 98 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections |
| 99 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer) laid on a bed of 10 mm thick cement mortar 1:3 (1 Cement: 3 Coarse sand), including grouting the joints with white cement and matching pigments etc., complete. |
| 100 | Providing and laying vitrified floor tiles Kajaria KERRO brand or Equivalent brand of super quality in different size (Thickness specified by manufacturer) with water absorption make in all colors and shade laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand ) including grouting the joint with white cement and matching pigments etc. complete ( Size of Tile 600 x 600 mm) |
| 101 | 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 shadea rea of slab over 0.50 sqm |
| 102 | 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. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 103 | Providing edge moulding to 18 mm thick Granite stone, including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. |
| 104 | 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) : |
| 105 | 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. |
| 106 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick |
| 107 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work. |
| 108 | Finishing walls 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 texture of minimum film thickness 1.0 mm. |
| 109 | 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. |
| 110 | Paintingtwpcoatsover priming coat on steel & other metal surface upto 10 cm width or grith or small articles not exceeding 0.10 sqmt. In areas with superior synthetic enamel such as Luxol3Hi gloss aqcolite superlac. Dulux specified finishing. |
| 111 | French spirit polishing :Two or more coats on new works including a coat of wood filler |
| 112 | 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. |
| 113 | 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 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. : For 100 mm dia pipe |
| 114 | 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.Single tee without door 110x110x110 mm |
| 115 | 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.Bend 87.5° 110 mm bend |
| 116 | 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.Shoe (Plain) 110 mm Shoe |
| 117 | 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.Single tee with door 110x110x110 mm |
| 118 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. |
| 119 | Providing /laying of light cinder filling/ 25 mm O.B. brick ballast under floor of toilet /sunken roofs |
| 120 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: (i) 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. (ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. |
| 121 | (iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. (iv) 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). |
| 122 | Core cutting 4"-6" dia pipe |
| 123 | Providing and Making Cornice at Slab Level Including all meterial like steel, concrete, shuttering and scaffolding required for proper completion of work. |
| 124 | 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 System suitable 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. |
| 125 | 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.) Wall Joint of 100 mm gap. |
| 126 | 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. Roof Joint of 100 mm gap |
| 127 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 128 | 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 : |
| 129 | W.C. pan with ISI marked white solid plastic seat and lid |
| 130 | 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. |
| 131 | Providingandfixing 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 andmaking good the walls where required : |
| 132 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps |
| 133 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap |
| 134 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm 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 : |
| 135 | Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern |
| 136 | Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern |
| 137 | Providing & fixing stone slab table rubbed, edges rounded and polished of size 75 X 50cm deep and 1.8 cm thick fixed in urinal patitions by cutting chase of appropriate width with chase cutter and embedding the stone in chase with epoxy grout or with cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregste 6mm nominal size) as per Engineer-in-charge and finished smooth |
| 138 | Granite stone of approved shade |
| 139 | Providing and fixing Salem Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with CI brackets and stainless steel waste with plug 40mm including painting of fittings and brackets, cutting and making good the walls wherever required. |
| 140 | 510X1040 mm bowl depth 225mm. |
| 141 | 610X510 mm bowl depth 200mm. |
| 142 | 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 : |
| 143 | Size 600x450x200 mm |
| 144 | Providing & fixing PVC waste pipe for sink oncluding PVC waste fitting Complete |
| 145 | 32mm Dia |
| 146 | 40mm Dia |
| 147 | Providing and fixing PTMT Bottle Trap for Wash basin and sink. |
| 148 | Bottle trap 31 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms. |
| 149 | Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms.(sink & urinal) |
| 150 | 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 6 mm thick hard board backing : |
| 151 | Circular shape 450 mm dia |
| 152 | Rectangular shape 1500x450 mm |
| 153 | Providing and fixing 600x120x5 mm glass shelf with edges round off, 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. |
| 154 | Providing and fixing toilet paper holder : |
| 155 | C.P. brass |
| 156 | Providing and fixing soil, waste, vent pipes |
| 157 | Centrifugally cast (spun) iron S&S pipe |
| 158 | 100mm dia cast (spun) iron S&S pipe |
| 159 | 150mm dia cast (spun) iron S&S pipe |
| 160 | Providing and fixing MS holder bat clamps of approved design to cast iron (spun) pipe embedded in and Including cement concrete blocks 10 x10 x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. |
| 161 | For 100mm dia. Pipe |
| 162 | For 150mm dia. Pipe |
| 163 | Providing and fixing heel rest sanitary bend, in Centrifugally cast (spun) iron pipe S&S |
| 164 | 100mm |
| 165 | 150mm |
| 166 | Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. |
| 167 | 100X100X100mm |
| 168 | Sand cast iron S&S as per IS : 3989 |
| 169 | 150X150X100mm |
| 170 | Sand cast iron S&S as per IS : 3989 |
| 171 | Providing and fixing PLAIN JUNCTIONof required degree |
| 172 | 100X100X100mm |
| 173 | Sand cast iron S&S as per IS : 3989 |
| 174 | 150X150X100mm |
| 175 | Sand cast iron S&S as per IS : 3989 |
| 176 | Providing and fixing terminal guard: |
| 177 | 100mm |
| 178 | Sand cast iron S&S as per IS - 3989 |
| 179 | 150mm |
| 180 | Providing and fixing collar. |
| 181 | 100mm |
| 182 | Sand cast iron S&S as per IS - 3989 |
| 183 | 150mm |
| 184 | Providing and lead caulked joint |
| 185 | 100 Dia |
| 186 | 150 Dia |
| 187 | Providing and DRIP SEAL joint |
| 188 | 100 Dia |
| 189 | 150 Dia |
| 190 | Providing and fixingcast iron trap of self cleansing design withcast iron screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors. |
| 191 | 100 mm inlet and 100 mm outlet,Sand cast iron S&S as per IS: 3989 |
| 192 | Painting sand cast iron / centrifugally cast iron( spun) iron soil, waste and vent pipes and fittings with paint of any colour such as chocolate, grey or buff etc. over a coat of primer (of approval quality) for new work |
| 193 | 100mm dia |
| 194 | 150mm dia |
| 195 | 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. |
| 196 | Providing & fixingPTMT towel ring trapezoidal shape 215 mm long 200 mm wide with minimum distance of 37 mm from wall face with concealedfittings arrangement of approved quality and colour weighing not less than 88 gms |
| 197 | Providing and fixing PTMT towel rail complete with brackets fixed wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. |
| 198 | 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 |
| 199 | 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 |
| 200 | 15 mm dia nominal bore |
| 201 | 20 mm dia nominal bore |
| 202 | 25 mm dia nominal bore |
| 203 | 32 mm dia nominal bore |
| 204 | 40 mm dia nominal bore |
| 205 | 50 mm dia nominal bore |
| 206 | Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall |
| 207 | 15 mm nominal outer dia pipes |
| 208 | 20 mm nominal outer dia pipes |
| 209 | Providing and fixing G.I. pipes complete with GI fittings and clamps including cutting and making good the walls etc. External work |
| 210 | 40 mm dia, nominal bore |
| 211 | 50 mm dia, nominal bore |
| 212 | 65 mm dia, nominal bore |
| 213 | Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) |
| 214 | 25mm dia, nominal bore |
| 215 | 32 mm dia, nominal bore |
| 216 | 40 mm dia, nominal bore |
| 217 | 50 mm dia, nominal bore |
| 218 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
| 219 | 45 cm length |
| 220 | 15 mm nominal bore |
| 221 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet100 mm diameter |
| 222 | 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 (internal work -exposed on walls) |
| 223 | 15 mm dia nominal bore |
| 224 | 20 mm dia nominal bore |
| 225 | 25 mm dia nominal bore |
| 226 | 32 mm dia nominal bore |
| 227 | 40 mm dia nominal bore |
| 228 | 50 mm dia nominal bore |
| 229 | Painting GI pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality |
| 230 | 40 mm dia, nominal bore |
| 231 | 50 mm dia, nominal bore |
| 232 | 65 mm dia, nominal bore |
| 233 | Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work |
| 234 | 40 mm dia, nominal bore |
| 235 | 50 mm dia, nominal bore |
| 236 | 65 mm dia, nominal bore |
| 237 | Providing and fixingG.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) |
| 238 | 15mm nominal bore |
| 239 | 20mm nominal bore |
| 240 | 25mm nominal bore |
| 241 | 32mm nominal bore |
| 242 | 40mm nominal bore |
| 243 | 50mm nominal bore |
| 244 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 245 | 15mm nominal bore |
| 246 | Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 a) 15 mm nominal bore. |
| 247 | 15 mm nominal bore |
| 248 | Providing and fixing PTMT grating of approved quality and colour |
| 249 | 100 mm nominal dia |
| 250 | Providing and placing on terrace (at all floor levels) RCC water storage tank with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes including all necessary fittings and the base support for tank. |
| 251 | 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 50m : |
| 252 | Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. |
| 253 | Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : |
| 254 | 150 mm diameter |
| 255 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : |
| 256 | 150 mm diameter S.W. pipe |
| 257 | Providing and fixing square-mouth S.W. gully trap grade "A"’ 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 |
| 258 | 100x100 mm size P type |
| 259 | With F.P.S. Bricks class designation 75 |
| 260 | 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 : |
| 261 | 250 mm dia rcc pipe |
| 262 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 grade |
| 263 | 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) : |
| 264 | With F.P.S. bricks with class designation 150 |
| 265 | 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) : |
| 266 | With F.P.S. bricks class designation 150 |
| 267 | Extra for depth for manholes : |
| 268 | With common burnt clay F.P.S. (non modular) bricks of class designation 150 |
| 269 | Size 120x90 cm |
| 270 | With common burnt clay F.P.S. (non modular) bricks of class designation 150 |
| 271 | Constructing brick masonry circular manhole 1.22 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 : |
| 272 | 1.68 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) : |
| 273 | With common burnt clay F.P.S. (non modular) bricks of class designation 150 |
| 274 | With common burnt clay F.P.S. (non modular) bricks of class designation 150 |
| 275 | 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. |
| 276 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 277 | 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. |
| 278 | Area of slab upto 0.50 sqm |
| 279 | Area of slab over 0.50 sqm |
| 280 | 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. |
| 281 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-in- charge.(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). |
| 282 | All works above plinth level. |
| 283 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 284 | Platform & RCC Shelves |
| 285 | Mild steel or iron in plain work such as in reinforced concreted or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. Bend hooks and authorized overlapping shall be measured. |
| 286 | Providing and fixing aluminium work for louvers 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. Powder coated aluminium (minimum thickness of powder coating 50 micron). |
| 287 | Providing and fixing of Health faucet including materilal, labour, T & P etc. complete. Cat No. Jaquar ALE-583 |
| 288 | NG CLAMP Including complete in all respect as per Engg Incharge |
| 289 | Boundrywall |
| 290 | Earth work in trenches for foundation, pipes, cable etc in oridinary soil incl. lift up to 1.5 m and lead upto50 m & dressing of dides & ramming the bottom & disposal of surplus earth as per direction of E/I. |
| 291 | P.C.C. work with cement approved coarse sand and 40 mm gauge approved stone ballast in proportion of 1:4:8incl. cost of form work in foundation & floor. |
| 292 | Class 150 Brick work laid in 1:6 (1Cement and 6 coarse sand ) in superstrecture including cost of all material and T&P etc required for proper completion of work. |
| 293 | Class 150 Brick work laid in 1:6 (1Cement and 6 coarse sand ) in superstrecture including cost of all material and T&P etc required for proper completion of work. |
| 294 | R.C.C. work with cement approved coarse sand and 2cm Gauge approved stone ballast in the proportion of 1:1.5:3 in RCC raft foundation and footing, excluding its fixing and binding wire and including necessary centering and shuttering etc and also including S/o all materials required for proper completion of the work. Binding wire to be supplied by the contractor free of cost. |
| 295 | R.C.C. work with cement approved coarse sand and 2cm Gauge approved stone ballast in the proportion of 1:1.5:3 in COLUMN, excluding its fixing and binding wire and including necessary centering and shuttering etc and also including S/o all materials required for proper completion of the work. Binding wire to be supplied by the contractor free of cost. |
| 296 | R.C.C. work with cement approved coarse sand and 2cm Gauge approved stone ballast in the proportion of 1:1.5:3, excluding its fixing and binding wire and including necessary centering and shuttering etc and also including S/o all materials required for proper completion of the work. Binding wire to be supplied by the contractor free of cost. But in plinth beams in 1:1.5:3i.e. having spans upto 6 metres. |
| 297 | Mild steel or iron in plan work such as reinforced concerte or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured up to floor two level. |
| 298 | Mild steel or Iron in small size and section such as grills etc wrought to required shape as necessary including bending and welding for proper completion of work and including supply of steel it"s wastage |
| 299 | C.C. work with cement approved coarse sand and 20 mm gauge approved stone ballast in proportion of 1:2:4incl. cost of form work in coping |
| 300 | 12 mmplaster in 1 part cement and 6 part coarse sand incl. cost of all material and T&P etc reqd. for proper completion of work |
| 301 | 15 mmplaster in 1 part cement and 6 part coarse sand including cost of all material and T&P etc required for proper completion of work |
| 302 | Finishing of wall with water proofing cement paint of approved quality two coat and required said on under coated wall including 1 coat white cement priming to give an even shade after throughly brushing the surface etc. complete |
| 303 | 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 System suitable 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). |
| 304 | Painting 2 coats over one primer coat over new steel workincluding cost of all material and T&P etc required for proper completion of work |
| 305 | Filling BY CARTED earth from a distance at site, in trenches, plinth, sides of foundation etc. inlayers not exceeding 20 cms in depth, consolidating each deposited layer by ramming and watering including lead upto 50 m & lift upto 1.50m. |
| 306 | The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).Overhead informatory road signage |
| 307 | The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge. |
| 308 | Boundrywall |
| 309 | 1.68 m deep with SFRC Cover and frame (heavy duty HD-20grade 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) : |
| 310 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 311 | Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m : |
| 312 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 313 | Providing and laying HDPE PIPEwith 10 kg pressure including all assesaries such as valve,service saddle, tee band and trenching,backfilling , shifting of line ,making chamber ,jointing of pipe with butt fusion and testing complete as per desiser of engineer in charge. |
| 314 | 160 MM |
| 315 | 110 MM |
| 316 | 90 MM |
| 317 | Constructing masonry Chamber 90x90x100 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 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm 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 : |
| 318 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 319 | With F.P.S. bricks class designation 75 |
| 320 | 0.00 to 1.0 m depth |
| 321 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes, U V stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer in Charge. |
| 322 | PN - 16 Pipe, 32 mm OD (SDR - 7.4) |
| 323 | PN - 16 Pipe, 40 mm OD (SDR - 7.4) |
| 324 | PN - 16 Pipe, 50 mm OD (SDR - 7.4) |
| 325 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 326 | 32 mm nominal bore. |
| 327 | 40 mm nominal bore. |
| 328 | 50 mm nominal bore. |
| 329 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : |
| 330 | 100 mm diameter |
| 331 | Class I |
| 332 | Constructing masonry Chamber 120x120x100 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 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm 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 :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 333 | Drain |
| 334 | Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil(Loan clay or sand) including lift upto 1.5 m. lead upto 50m and dressing of sides and rammings of bottom and disposal of surplus exdavated earth as directed by the Engineer i/c within a lead of 50m. |
| 335 | Providing and laying in cement concrete 1:4:8 (1 cement 4 Coarse sand :8graded stone aggregate 40 mm nominal size) and curing complete, including cost of form-work, in foundation and floors. |
| 336 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-in- charge.(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). |
| 337 | All works upto plinth level. |
| 338 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 339 | Foundations, footings, bases of columns, etc. for mass concrete |
| 340 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 341 | Suspended floors, roofs, landings, balconies and access platform |
| 342 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shaoe as necessary including bending for proper completion of the work and including supply of steel. Its wastage bend, hookes and authorised averlapping shall be measured upto floor two level. |
| 343 | CC Road |
| 344 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. |
| 345 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). |
| 346 | Class-150 brick work in 1:6 cementand COARSE sandmortar in foundation and plinth including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work. |
| 347 | 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 ( 1 cement: 4 course sand). |
| 348 | Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. |
| 349 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material byippers 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 perpecifications and directions of Engineerin- Charge With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 350 | 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 |
| 351 | Cutting andMaking expansion joint size of 8mm width and 18-20 mm deep in RCC road through to heavy duty RCC cutting machine and filling Polysulphide sealent in expansion joint size of 8 mm wide and 3 mm depth including sealent 8mm x 15 mm with debounding strips as per direction of Engineer-in-charge. |
| 352 | 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 for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 353 | Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer’s specifications & direction of Engineerin-Charge. 60mm thick C.C. paver block of M-35 grade with approved colour, design & pattern. |
| 354 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shaoe as necessary including bending for proper completion of the work and including supply of steel. Its wastage bend, hookes and authorised averlapping shall be measured upto floor two level. |
| 355 | LANDSCAPE & HORTICULTURE |
| 356 | Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). |
| 357 | Supplying and stacking of good earth at site including royalty and carriage up to 1 km (earth measured in stacks will be reduced by 20% for payment). |
| 358 | Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm |
| 359 | Fine dressing of the ground |
| 360 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. |
| 361 | Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the good earth shall be paid for separately). |
| 362 | With grass Turf |
| 363 | Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). |
| 364 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) : |
| 365 | Holes 90 cm dia, and 90 cm deep |
| 366 | SUPPLY OF PLANTS |
| 367 | Providing and Displaying Foxtail palm plant well developed with fresh & healthy foliage of ht. 210 to 240 cm in big 40 cm Cement Pot as per direction of the officer-in-charge. |
| 368 | Supply and stacking of plant Thuja compacta of height 75-90 cm., conical shaped, well formed with healthy foliage in earthen pots of size 30 cm as per direction of the officer-in-charge. |
| 369 | Jhuepesons |
| 370 | Providing and Displaying Washingtonia filifera palm plant well developed 90 to 105 cm ht. having 5 to 6 straight fresh and healthy leaves in 35 cm Cement Pot as per direction of the officer-in-charge. |
| 371 | Providing and Displaying Phoenix roebelenii palm plant well developed having 20 to 25 fresh & healthy leaves 90 to 105 cm ht. in 30 cm Cement Pot as per direction of the officer-in-charge. |
| 372 | Providing and Displaying Bismarkia Palm plant 115 to 180 cm ht., well developed 12 and above good color fresh and healthy leaves in 40 cm Cement Pot as per direction of the officer-in-charge. |
| 373 | Providing and Displaying Cycus cirsnallis plant well developed with fresh & healthy 35 to 40 lush green leaves in 40 cm Cement Pot as per direction of the officer-in-charge. |
| 374 | Providing and Displaying Topiary plant of Ficus Nuda well developed with fresh & healthy foliage from Top to Bottom with single piller 75 to 90 cm spread, 195 to 210 cm ht. in 35 cm Cement Tray /Cement Pot as per direction of the officer-in-charge. |
| 375 | Supply and stacking of Grevillea robusta (Silver Oak) plant of height 150- 165 cm. in big poly bags of size 25 cm as per direction of the officer-incharge. |
| 376 | Supply and stacking of Plumeria acutifolia plant of height 150-165 cm. with 3-4 branches in big size HDPE bag as per direction of the officer-in-charge |
| 377 | F. Bajarina |
| 378 | Supply and stacking of Chorisia speciosa plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 379 | Supply and stacking of Polyalthia pendula (Ashok Pendula) plant of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-incharge. |
| 380 | Teeona gEmi chari |
| 381 | Supply and stacking of Polyalthia longifolia (Ashok) plant of height 180- 195 cm. in gunny bag of size 30 cm as per direction of the officer-incharge. |
| 382 | Banhina |
| 383 | Group of flower shrubs ie Hibisens, Exera, F. Stanlight, Callandra, Teeoma Capansis Ratki etc |
| 384 | Surearia |
| 385 | Hansphar |
| 386 | Providing and displaying of Areca Palm plant, having ht. 2.40 m to 2.70 m with 12 to 14 suckers, well developed, fresh and healthy with lush green foliage in 35 cm size of Bucket type cement pots & as per direction of the officer-in-charge. |
| 387 | Providing and displaying of Raphis palm specimen plant, having ht. 1.50 m to 1.65 m with 40 to 50 lush green suckers, well developed, fresh & healthy foliage leaves in 40 cm size of Earthen Pot / Chali / Tray & as per direction of the officer-in-charge. |
| 388 | Flowering & Indoor Potted Plants in 10" earthern Pots |
| 389 | Earth work in trenches for foundation, pipes, cable etc in oridinary soil incl. lift up to 1.5 m and lead upto50 m & dressing of dides & ramming the bottom & disposal of surplus earth as per direction of E/I. |
| 390 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil |
| 391 | BELOW GROUND 1.5 TO 3.00 M |
| 392 | BELOW GROUND 3.0 TO 4.5 M |
| 393 | BELOW GROUND 4.5 TO 6.0 M |
| 394 | BELOW GROUND 6.0 TO 7.5 M |
| 395 | BELOW GROUND 7.5 TO 9.0 M |
| 396 | BELOW GROUND 9.0 TO 10.5 M |
| 397 | Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8graded stone aggregate 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. |
| 398 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-in- charge. |
| 399 | All works up to Plinth level. |
| 400 | All works above plinth & up to floor V level. |
| 401 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 402 | Foundations, footings, bases of columns, etc. for mass concrete |
| 403 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 404 | Suspended floors, roofs, landings, balconies and access platform |
| 405 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 406 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 407 | Class-150 brick work in 1:6 cementand COARSE sandmortar in foundation and plinth including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work. |
| 408 | Class-150 brick work in 1:3 cementand COARSE sandmortar in foundation and plinth including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work. |
| 409 | Class-150 brick work in 1:6 cementand COARSE sandmortar in SUPERSTRUCTURE including supply of all materials, labour tools and plants, etc. Required for proper completetion of the work |
| 410 | Mild steel or iron in plain work such as in reinforced concreted or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. Bend hooks and authorized overlapping shall be measured. |
| 411 | 12 mm cement plaster in single coat on smooth side of single or half brick wall for interior plastering upto floor two level including brick wall for interior plastering upto floor two level including internal rounded angles chamfers and/or rounded angles not exceeding 80mm in girth and finished evenand smooth no. extra for mixing and additive. (iii) 1cement :6 C. sand |
| 412 | 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor two level including internal rounded angles not exceeding 80mm in girth and finished even and smooth (i) 1 cement:(iii) 1 cement: 6 coarse sand |
| 413 | 6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) in ceiling of rcc roof or beam. |
| 414 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : 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) |
| 415 | Providing and fixing 1 mm 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. Using M.S. angels 40x40x6 mm for diagonal braces |
| 416 | 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 27.5 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. 80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 417 | Providing And Fixing Ball Bearing For Rolling Shutter |
| 418 | Providing and fixing stainless steel (Grade 304) railing made of hallow tubes, chanells, plates etc. including welding grinding buffing, polising and making corvechare (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing 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 assessories such as nuts, bolts, fasteners etc. |
| 419 | Painting 2 coats over one primer coat over new steel workincluding cost of all material and T&P etc required for proper completion of work |
| 420 | Providing and laying "brick coba" 12 mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15 mm to each other, over 20 mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with aerelic cement concrete water proofing compound filled gaps of coba & top of coba mortarmixedwithwater proofing compound in 1:4 cement and coarse sand mortar finfished smooth & top mashed false square 30 x 30 cm and side wall parapet shall be monotythic plaster wall upto 30 cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonary coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour, T&P etc complete for proper completion of work. |
| 421 | Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (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 coarse 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 : Using rough Kota stone. |
| 422 | Planning, Design, Engineering, Procurement, Construction, Installation, Testing, Commissioning and thereafter Operation & Maintenance for 120 months of STP & ETP with all allied works of 1.00 MLD Capacity |
| 423 | Planning, Designing, Engineering, Construction,Procurement, Installation, Testing, Commissioning, Trial of proposed1.0 MLD Sewerage Treatment Plant (STP) including civil, mechanical, electrical and instrumentation works for STP sub units namely – Oil and Grease Traps, Equalization Tank, Equalized Effluent Transfer Pump House, PH Correction Tank, Chlorination Tank, Chemical Dosing Tanks (Lime, Feso4, Polymer, UREA , DAP etc. etc), Parshal Flume, Fine Screen & Chamber,GritChamber,FlashMixer,Clariflocculator,Aeration Tank, Secondary Clarifier, Chemical Sludge Sump, Biological Sludge Sump, Dewatering Polymer Dosing (Chemical Sludge), Dewatering Polymer Dosing (Biological Sludge), Chemical & Biological Sludge Pump House, Flash Mixer beforeFiltration, Deep Bed Filters, Chlorination Tonner House, Chemical & Biological Centrifuge House, Sludge Drying Bed, Chemical House, Chemical & Biological Storage Area, Backwash Tank, Filtered Effluent Storage Tank, Internal Road Parking, Boundary Wall, Horticulture works, Campus Lighting,Flow Meters, all Pumping Machinery such as Equalized Lifting Pumps, Clarifier Mechanism both for primary and secondary clarifier, machinery for flash mixers, Air Blowers, Chlorine Tonner, Pumping Machinery for Pumping of Biological and Chemical Sludge, Pumping of Treated water Effluent, Rising Main from Treated Effluent Sump to the nearby Drain with SluiceValves , Non- Return Valves, Air Valves and other Accessories including connection to Recycling Network, Water Supply Service line for providing water supply to all units wherever required,all HT, LT Panels their rooms for Air Blowers etc., including Bye pass arrangement & trial run during the stabilization period. The scope of work also includes the construction of Boundary Walls, Roads & Pathways, Landscape & Horticulture, and Campus Lighting etc. at STP Site. Civil, Mechanical, Electrical required for proper performance shall form the part of the scope complete in all respect. |
| 424 | Planning, Designing, Engineering, Construction,Procurement, Installation, Testing, Commissioning, Trial of proposed1.0 MLD Sewerage Treatment Plant (ETP) including civil, mechanical, electrical and instrumentation works for STP sub units namely – Oil and Grease Traps, Equalization Tank, Equalized Effluent Transfer Pump House, PH Correction Tank, Chlorination Tank, Chemical Dosing Tanks (Lime, Feso4, Polymer, UREA , DAP etc. etc), Parshal Flume, Fine Screen & Chamber,GritChamber,FlashMixer,Clariflocculator,Aeration Tank, Secondary Clarifier, Chemical Sludge Sump, Biological Sludge Sump, Dewatering Polymer Dosing (Chemical Sludge), Dewatering Polymer Dosing (Biological Sludge), Chemical & Biological Sludge Pump House, Flash Mixer beforeFiltration, Deep Bed Filters, Chlorination Tonner House, Chemical & Biological Centrifuge House, Sludge Drying Bed, Chemical House, Chemical & Biological Storage Area, Backwash Tank, Filtered Effluent Storage Tank, Internal Road Parking, Boundary Wall, Horticulture works, Campus Lighting,Flow Meters, all Pumping Machinery such as Equalized Lifting Pumps, Clarifier Mechanism both for primary and secondary clarifier, machinery for flash mixers, Air Blowers, Chlorine Tonner, Pumping Machinery for Pumping of Biological and Chemical Sludge, Pumping of Treated water Effluent, Rising Main from Treated Effluent Sump to the nearby Drain with SluiceValves , Non- Return Valves, Air Valves and other Accessories including connection to Recycling Network, Water Supply Service line for providing water supply to all units wherever required,all HT, LT Panels their rooms for Air Blowers etc., including Bye pass arrangement & trial run during the stabilization period. The scope of work also includes the construction of Boundary Walls, Roads & Pathways, Landscape & Horticulture, and Campus Lighting etc. at STP Site. Civil, Mechanical, Electrical required for proper performance shall form the part of the scope complete in all respect. |
| 425 | ESTIMATE FOR 300MM X200 MM DIA TUBE WELL DRILLED BY ROTARY RIG TO A DEPTH OF 350 METER BELOW GROUND LEVEL WITH 800 LPM SUBMERSABLE PUMP SET AND PIPE LINE WORK |
| 426 | Transportation of heavy rig machine 1 job |
| 427 | ERECTION AND DISMANTLING OF RIG MACHINE |
| 428 | Water suply charge ands and driling machine. |
| 429 | Drilling 200MM dia bore hole in alluvium other than rock, sand stone & boulder formations: from G.L. to 350 M |
| 430 | Reaming of 200 MM dia pilot bore to 675 MM dia bore: from G.L. to 130 M. |
| 431 | Washing of bore hole. |
| 432 | Electric loging of bore hole by Electric logger. |
| 433 | Providing & lowering of assembly pipe including cutting & welding by providing a collar: |
| 434 | 300 MM dia MS ERW Housing pipe having wall thickness 7 MM. |
| 435 | 300 MM dia MS ERW Slotted pipe having wall thk. 8.00 mm. |
| 436 | Providing and fixing Well Cap ,Reducer,Clamp, Centre Guide & Bail Plug. |
| 437 | Providing and Packing the bore hole with suitable size of pea gravel. |
| 438 | Development by high velocity jetting toughter with Air Compressor: |
| 439 | Transportation of air compressor |
| 440 | Erection of Air Compressor |
| 441 | Runing of Air Compressor |
| 442 | Development Of Tubewell by O.P. Unit |
| 443 | Transportation of O.P. Unit |
| 444 | Erection of O.P. Unit |
| 445 | Development Of Tubewell by O.P. Unit |
| 446 | Water testing chemical and bactriological |
| 447 | Supply and installation of 800 LPM discharge submersable pump complete |
| 448 | 100 mm pipe line work to connect Tubewell |
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