| 1 | 1 | Earthwork in all kinds of soil in excavation of foundation trenches within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth etc all complete as per direction of the E.I.C.Initial lift upto 1.5 mtr | | 13.487 | Cum |
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| 2 | 2 | From 1.5 mtr to 3.0 mtr depth | | 6.294 | Cum |
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| 3 | 3 | Supplying all materials, labour, T&P and filling in foundation and plinth with river sand well watered and rammed including conveyance of all materials to work site, payment of royalty, taxes etc all complete as per the direction of the E.I.C. | | 1.348 | Cum |
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| 4 | 4 | Supplying all materials, labour, T&P and providing cement concrete (1:3:6) with 40mm H.G metal including watering, curing and conveyance of all materials to site payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. | | 0.899 | Cum |
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| 5 | 5 | Supplying all materials, labour, T&P and providing plain cement concrete (1:1.5:3) with 12mm size H.G chips including watering, curing and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. | | 1.047 | Cum |
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| 6 | 6 | Supplying all materials,labour, T&P and providing Brick work with K.B.Brick having crushing strength not less than 75 Kg/CM2 with dimensional tolerence of +/- 8% in C.M including watering, curring, conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.In Foundation and Plinth in C:M (1:4) | | 5.434 | Cum |
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| 7 | 7 | In Foundation and Plinth in C:M (1:6) | | 0.096 | Cum |
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| 8 | 8 | Supplying all materials, labour, T&P and providing cement plaster on brick/stone work including watering,curring and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.12 mm thick C.P in C:M (1:3) | | 21.191 | Sqmt |
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| 9 | 9 | Supplying all materials, labour, T&P and providing cement punning on plastered surface including watering,curring and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. | | 20.231 | Sqmt |
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| 10 | 10 | Supplying all materials, labour, T&P and providing rigid and smooth centering and shuttering for RCC work including false work and dismantling them after casting including conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. | | 5.161 | Sqmt |
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| 11 | 11 | Supplying all materials, labour, T&P and providing M.S.reinforcements for RCC work including cutting, bending, binding, straightening and tying the grills and placing in position including cost of binding wire 18 to 20 gauge conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. | | 0.6 | Qntl |
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| 12 | 12 | Supplying all materials, labour, T&P and providing Reinforced cement concrete (1:1.5:3) with 12mm size H.G chips including watering, curing and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. | | 0.75 | Cum |
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| 13 | 13 | Supplying all materials, labour, T&P and making M.S. Step Iron in 8mm Dia M.S Steel bars and fixing into walls of Manhole/ Septic Tanks duly embeded in C.C(1:2:4) etc all complete as per P.H specification and direction of the E.I.C. | | 5 | Each |
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| 14 | 14 | Supplying all materials, labour, T&P and providing 50mm thick pre-cast R.C.C. baffle wall in R.C.C(1:1.5:3) including reinforcement cage using 12mm size HG chips fitted and fixed in position, finished smooth etc. complete including cutting grooves and mending good the damages etc all complete as per P.H specification and direction of the E.I.C. | | 0.787 | Sqmt |
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| 15 | 15 | Supplying all materials, labour, T&P and providing 160mm dia P.V.C Tee inside the septic tank including cutting holes and duly embeded in P.C.C(1:1.5:3) using 12mm size HG chips fitted and fixed in position and mending good the damages etc all complete as per P.H specification and direction of the E.I.C. | | 2 | Each |
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| 16 | 16 | Supplying all materials, labour,T&P and providing 12mm thick cement flush pointing in C:M (1:3) to Brick Masonry works including watering curring and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. | | 22.257 | Sqmt |
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| 17 | 17 | Supplying all materials, labour,T&P and filling Foundation and Plinth with excavated earth including watering, ramming etc all complete as per direction of the E.I.C. | | 4.7 | Cum |
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| 18 | 18 | supplying all materials, labour, T&P and cutting grooves in pucca Floors, and walls for taking G.I/PVC pipes and fittings and repairing the holes after insertion of pipes etc with C.C (1:3:6) including finishing with 12mm C.P (1:3) complete so as to make it leak proof etc. all complete as per P.H. specification and direction of E.I.C. | | 30 | Mtr |
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| 19 | 19 | Providing and fixing to wall or ceiling and floor PVC pipes conforming to ASTM-D-1785/1989(Sch-80) and pipe fittings of the following nominal bore and pipe fittings with clamps including making good the ceiling and floor testing etc all complete as per direction of the E.I.C. 15mm dia PVC pipes | | 20 | Mtr |
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| 20 | 20 | 20mm dia PVC pipes | | 30 | Mtr |
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| 21 | 21 | 25mm dia PVCpipe | | 50 | Mtr |
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| 22 | 22 | 32mm dia PVCpipe | | 25 | Mtr |
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| 23 | 23 | supplying all materials, labour, T&P and cutting holes through existing brick/stone masonry walls for taking HCI/PVC pipes and fittings including making good the damages in cement mortar (1:4) etc. all complete as per P.H. specification and direction of EIC. 375 mm thick wall | | 5 | Each |
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| 24 | 24 | 250 mm thick wall | | 5 | Each |
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| 25 | 25 | R.C.C Roof/chajja | | 5 | Each |
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| 26 | 26 | Supplying all materials, labour, T&P and laying in trenches U-PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer's specification, testing, earthwork in excavation in all kinds of soil and providing bed concrete in P:C:C (1:4:8) using 40 mm size metal and haunch top the pipe with refilling of trenches etc all complete as per P.H specification and direction of the E.I.C.110 mm dia PVC Pipe haunch top | | 10 | Mtr |
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| 27 | 27 | Supplying all materials, labour, T&P and laying in trenches 4kg/cm2 U-PVC SWR soil waste ventilating pipes for sewer line of following dia in trenches (to slope or level)and jointing with supply of approved solvent cement by non-heat application method C.C (1:3:6) using 40mm size hard granite metal on bed of the trenches and all round concrete encashing with C:C (1:4:8) using 40 mm size H.G. metal, earthwork in excavation in trenches in all kinds of soil, refilling the same in a layer of 0.30mtr with watering, ramming and removing of surplus earth, testing the S.W. pipeline etc. all complete as per approved drawing, specification and direction of the E.I.C.160 mm dia PVC Pipe all round | | 15 | Mtr |
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| 28 | 28 | Supplying all materials, labour, T&P and providing, laying soakway gallary with SW/PVC pipes, jointing lead loose packed allround with stone boulders 50mm to 150mm other than granite, covered at top with a layer of flat tiles 300mmx300mmx25mm including earthwork in excavation of trenches in all kinds of soil to an average depth of 1.5 mtr, covering of earth at the gallary top etc. all complete as per approved drawing and direction of the E.I.C.160 mm dia PVC gallary | | 2 | Mtr |
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| 29 | 29 | Supplying all materials, labour, T&P and constructing Inspection Chamber of the following sizes with cement concrete (1:3:6) using 40 mm size HG metal on bed, 1st class KB Brick work in CM (1:6) moulding and shaping the channel inside and benching with C:C (1:1.5:3) using 12 mm size H.G chips, 12 mm thick cement plaster (1:3) with punning to inside, cement flush pointing (1:3) to outside, RCC cover slab in C.C(1:1.5:3) using 12 mm size H.G chips with RCC man hole cover, earth work excavation in all kinds of soil and refilling the cavity around the chamber including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc. all complete as per approved specification and direction of E.I.C. Inside size 760mm x 760mm x 460mm | | 5 | Each |
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| 30 | 30 | Supplying all materials, labour, T&P and constructing Gully Trap chamber of the following inside size with 8 cm thick precast cover slab in CC (1:2:4) mix using 12 mm size H.G chips, foundation concrete (1:4:8) using 40 mm size HG metal on bed and around trap , !st class KB Brick work in CM (1:6) in F & P and inside 12 mm thick cement plaster (1:3) finished with a floating coat of neat cement including fixing 100mmx100mm size HCI gully trap 150mmx150mm size C.I grating etc. all completed as per approved drawing, specification and direction of E.I.C. | | 6 | Each |
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| 31 | 31 | Supplying all materials, labour, T&P and constructing soakway pit of the following size with dry brick walling from bottom upto invert of inlet pipe and 1st class KB brick work in CM (1:6) for the remaining height at top, 12mm thick Cement Plaster (1:4) inside and outside over masonry brick work, gravel packing in the rear of well steining, RCC cover slab in CC (1:1.5:3) using 12mm HG chips, fitted with iron lifting handles including earthwork in open well excavation in all kinds of soil and refilling of cavity around the pit & painting the iron works, watering, curing, conveyance of all materials to work site, payment of royalty, taxes etc all complete as per approved specification and direction of the E.I.C.1.0 m diax 2.0 m deep soakway pit | | 1 | Each |
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| 32 | 32 | Supplying all materials, labour, T&P and constructing soakway pit of the following size with precast R.C.C rings joined loose gravel backing in the rear of well steining, RCC cover slab in CC (1:1.5:3) using 12mm HG chips, fitted with iron lifting handles including earthwork in open well excavation in all kinds of soil and refilling of cavity around the pit & painting the iron works, watering, curing, conveyance of all materials to work site, payment of royalty, taxes etc all complete as per approved specification and direction of the E.I.C.0.90 m dia x 2.00 m deep RCC Ring Soakway pit | | 6 | Each |
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| 33 | 33 | Earthwork in all kinds of soil in excavation of foundation trenches within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth etc all complete as per direction of the E.I.C. | | 6.075 | Cum |
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| 34 | 34 | Supplying all materials, labour ,T&P and laying in trenches HDPE of the following nominal bore and pipe fittings including testing etc all complete as per direction of the E.I.C. 40 mm dia HDPE pipes | | 30 | Mtr |
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| 35 | 35 | Supplying all materials, labour, T&P and Fitting and Fixing of Rotational moulded polythene cylindrical vertical water storage tank conforming to 15701/1996 including cutting holes through the tank and fixing mild steel tubes and fittings and providing extra sockets and jamnuts, including hoisting upto a height of 5 mtr above G.Land placing the tank in required position including conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.1000 lits capacity on the roof of ground floor | | 2 | Each |
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| 36 | 36 | Supplying all materials, labour, T&P and construction of masonry staging with providing 1st class K.B. Brick work in C.M.(1:6) of 0.46mtr height in staging, 12 mm cement plaster in C.M (1:6), R.C.C. Beam of 0.25mx0.30mx2.60m & roof slab of 1.40mx1.40m in C.C (1:1.5:3) using 12mm size H.G.Chips including centering, shuttering, bending and binding of rod etc watering, curring, conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.1000 lits capacity on the roof of ground floor | | 2 | Each |
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| 37 | 37 | Supplying all materials labour, T & P and fitting & fixing of I.S.I make 1.00 H.P single phase Submersible Pump set to give discharge of 2000 ltr/hour at a head of 40 mtr etc all complete as direction of Engineer-in-charge. | | 1 | Each |
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| 38 | 38 | Supplying all materials labour, T & P and fitting & fixing of I.S.I make 1.00 H.P single phase Submersible Pump with commissioning and testing etc all complete as direction of Engineer-in-charge. | | 1 | Each |
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| 39 | 39 | Supplying all materials labour, T & P and fitting & fixing of I.S.I make 1.00 H.P single phase Submersible Pump D.O.L starter etc all complete as direction of Engineer-in-charge. | | 1 | Each |
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| 40 | 40 | Supplying and fitting & fixing of suitable cable and connecting the pump and starter etc all complete as direction of Engineer-in-charge. | | 80 | Mtr |
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| 41 | 41 | Supplying and fitting & fixing of Plastic rope, M.S well cover, M.S clamp, and other accessories etc all complete as direction of Engineer-in-charge. | | 1 | Set |
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| 42 | 42 | Supplying and fitting & fixing of HDPE pipes and pipe fittings with C.P Nippling and lowering to bore well, making connection to pumpset & testing etc all complete as per specification and the direction of the E.I.C.32 mm dia HDPE Pipe | | 60 | Mtr |
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| 43 | 43 | Supplying all materials, labour, T&P and fitting and fixing Brass/CP fittings(Jaquar) of the following nominal bore with supply of all jointing materials etc. all complete as per specification and the direction of the E.I.C.15mm dia CP Bib Cock | | 10 | Each |
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| 44 | 44 | 15mm dia CP Pillar Cock | | 8 | Each |
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| 45 | 45 | 15mm dia CP Angle Stop Cock | | 17 | Each |
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| 46 | 46 | 15mm dia CP Concealed Stop Cock | | 9 | Each |
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| 47 | 47 | 25mm dia Brass Full Way Valve | | 3 | Each |
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| 48 | 48 | 15mm dia CP Flange | | 27 | Each |
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| 49 | 49 | 15mm dia CP nipple | | 27 | Each |
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| 50 | 50 | Supplying all materials, labour, T&P and fixing bowl pattern urinal(Hindware,Parryware,Cera) including connecting the urinal with waste pipeby means of white lead mixed with chopped hemp etc all complete as per specification and direction of the E.I.C.Flat Back lipped wall urinal | | 3 | Each |
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| 51 | 51 | Supplying all materials,labour, T&P and fixing standard sized Porcelain Squatting Urinal(Hindware,Parryware,Cera) fixed on floor over a base concrete of PCC (1:5:10) using 40 mm size metal including fitting and fixing of urinal plate as per specification and direction of the E.I.C. | | 3 | Each |
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| 52 | 52 | Supplying all materials,labour, T&P and providing marble slab in urinal partition wall including cutting grooves in wall and making good the damages including watering curing etc as per specification and direction of the E.I.C | | 1.8 | Sqmt |
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| 53 | 53 | Supplying all materials, labour T&P and fixing wash basins(Hindware,Parryware) with C.I. or M.S.brackets painted white including cutting holes in walls and making good the damages with supply of wooden plugs, screws and cement etc, fixing PVC waste pipe of 32mm nominal diameter for wash basin including brass check nut complete, fixing 32mm dia CP brass waste, etc all complete as per specification and direction of the E.I.C.550mmx400mm W.H.basin | | 8 | Each |
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| 54 | 54 | Porcelain Pedestal | | 8 | Each |
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| 55 | 55 | Supplying all materials, labour, T&P and fixing mirror of superior glass mounted on 6mm thick A.C.sheet or plywood sheet and fixed to wooden plugs with CP screws and washers complete as per specification and direction of the E.I.C.600mmx450mm size B.E.mirror | | 8 | Each |
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| 56 | 56 | Supplying all materials,labour, T&P and fixing standard sized CP towel rail complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the E.I.C. 20mmx600mm long CP towel rail | | 6 | Each |
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| 57 | 57 | CP towel ring | | 8 | Each |
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| 58 | 58 | Supplying all materials, labour, T&P and fixing CP soap holder complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the E.I.C. CP soap holder | | 16 | Each |
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| 59 | 59 | Supplying all materials, labour T&P and fitting and fixing 10 Ltrs capacity PVC low level flushing cistern(Hindware,Parryware) with a pair of C.I. or M.S.brackets complete with fittings such as syphonic arrangement, 15mm nominal size Brass/PVC ball valve with polythene float, CP/Brass handle, unions and couplings for connection with inlet, outlet, overflow pipes, 32mm dia PVC flush bend, 15mm dia PVC connection pipes including cutting holes and making good the same and connecting the flush bend with cistern and closet and connecting inlet pipe with supply main with etc all complete as per specification and direction of the E.I.C. 10 lit PVC L/L Cistern | | 6 | Each |
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| 60 | 60 | Supplying all materials, labour T&P and fitting and fixing of C.P Shower(HindwareJaquarcera) with 15mm or 20mm inlet with C.P Shower arm including polishing etc all complete as per specification and direction of the E.I.C. 15 mm dia C.P Shower with arm | | 6 | Each |
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| 61 | 61 | 15 mm dia C.P Health Faucet | | 4 | Each |
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| 62 | 62 | Supplying all materials, labour, T&P and fitting and fixing U-PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer's specification, testing etc all complete as per P.H specification and direction of the E.I.C. 110mm diameter U-PVC SWR pipes | | 40 | Mtr |
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| 63 | 63 | 110mm U-PVC SWR P-trap | | 8 | Each |
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| 64 | 64 | 110mm U-PVC SWR Double junction door | | 1 | Each |
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| 65 | 65 | 110mm U-PVC SWR Single junction door | | 5 | Each |
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| 66 | 66 | 110mm U-PVC SWR door bend | | 7 | Each |
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| 67 | 67 | 110mm U-PVC SWR Offset | | 6 | Each |
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| 68 | 68 | 110mm U-PVC SWR plain bend | | 10 | Each |
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| 69 | 69 | 110mm U-PVC SWR vent cowl | | 6 | Each |
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| 70 | 70 | 75 mm diameter U-PVC SWR pipes | | 15 | Mtr |
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| 71 | 71 | 75mm U-PVC SWR P-trap | | 4 | Each |
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| 72 | 72 | 75 mm U-PVC SWR plain Tee | | 2 | Each |
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| 73 | 73 | 75 mm U-PVC SWR Plain bend | | 6 | Each |
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| 74 | 74 | 125 mm dia C.P Grating | | 12 | Each |
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| 75 | 75 | Supplying all materials, labour, T&P and fixing water closet, squatting pan (Indian type W.C pan/Orissa pattern squatting pan) duly embedded in cement concrete (1:5:10) using 4cm size hard granite metal including fixing a pair of vitreous china 250mm x 130mm x30mm footrest etc all complete as per specification and direction of the E.I.C.580mm size Orissa pan(Hindware,Parryware) | | 2 | Each |
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| 76 | 76 | Supplying all materials, labour, T&P and fixing wash down water closet(E.W.C) with integral 'S' or 'P' trap(Hindware,Parryware) to the floor with wooden plug and C.P screw including jointing the trap with soil waste pipe in C.M(1:1) etc all complete as per specification and direction of the E.I.C. | | 4 | Each |
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| 77 | 77 | Supplying all materials, labour, T&P and fixing of plastic seat cover for E.W.C with chromium plated brass hinges and rubber buffer etc all complete as per specification and direction of the E.I.C. | | 4 | Each |
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| 78 | 78 | Factory made FRP(alternately called GRP) door frame of size 75mmx100mm fabricated using E-glass Chopped Strand Mat (CSM) U.V stabilised Inopthalic Gelcoat and impregnated with Inopthalic resin. The thickness of the GRP skins shall not be less than 2.00mm. The door frame consist of four segments which are provided with plug-in-socket arrangement in-situ in the mould. The segments are plugged in and are joined together by means of screw. The GRP frame shall be provided with wooden reinforcement on six locations for high screw holding capacity for for fixing metallic hold fast and shall be consolidated by filling with medium density foam/plaster of paris with fibre reinforcement, Six numbers of 260mm x 25mm x 5mm size 'S' shaped M.S flat hold fast shall be provided with the frame. The material and process for manufacturing the door frames shall conform to RV-TIFAC composites Design Centre's standards and specifications. The finish of door frame will be plain colour white/ Ivory/ Beige/ Light grey/ Golden brown/Mahogany/ Teak wood/sand stone/Champagne/Pastel blue or any other colour using high quality pigments complete in all respect as per specification and direction of the E.I.C | | 36.8 | Mtrs |
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| 79 | 79 | Factory made single leaf rigid FRP(alternately called GRP) sandwich composite door shutter of 32mm thick laminated with two GRP skins with wood grain finish fabricated using UV-stabilised Isopthalic Gelcoat and one layer of 450 gsm E-glass Chopped Strand Mat (CSM) impregnated with orthopthalic palyester resin. The thickness of the skins shall not be less than 1.50mm Expanded Polystyrone(EPS) structural foam panel of 29mm thickness and a density of 20kg/cu.mtr shall be used as core material. Wooden reinforcements made of seasoned sal wood block of cross section not less than 28mmx32mm and also necessary sal wood reinforcements for fitting the metal fittings such as tower bolts, aldrops, handles etc shall be provided. A structural adhesive compatible with (EPS) foam shall be used for bending the core material, the sal wood reiforcements and the skins. The material and process for manufacturing the door shutters shall conform to RV-TIFAC composites Design Centre's standards and specifications and the door shutters tested in conformation to IS: 4020-1998. The finish of door shutter will be plain colour white/ Ivory/ Beige/Light grey/ Mahogany/Teak wood or any other colour using high quality pigments. Three heavy whight mild steel butt hinges type-I(ISI marked) size 100mm are to be fitted on one side of shutter. | | 10.79 | Sqmt |
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| 80 | 80 | Supplying all materials, labour, T&P and fixing porcelain glazed tiles in floors, on 25mm thick bed of cement mortar 1:1 joined with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing etc. all complete as per specification and direction of the E.I.C.Porcelain glazed Floor tiles in Ground Floor | | 20.58 | Sqmt |
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| 81 | 81 | Supplying all materials, labour, T&P and fixing porcelain glazed tiles in dados/skirtings on 12mm thick cement plaster (1:3) joined with neat cement slurry mixed with pigments to match the shades of the tiles including rubbing and polishing etc. all complete as per direction of the E.I.C.Porcelain glazed tiles in Dados in Ground Floor | | 56.55 | Sqmt |
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| 82 | 82 | Labour for drilling a perfectly vertical bore hole at specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rigs or combination rigs as required to suit the site condition as per the direction of the Engineer-in-charge including use of own rigs with its accessories, tools and plants and consumables etc for lowering of 125 mm dia P.V.C/G.I/MS pipes for housing fitted socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation (G.I/P.V.C/M.S casing pipes if required to prevent collapse of over burden is to be provided by the contractor including lowering and withdrawing after completion of the tubewell)Drilling of 125mm dia bore :-00 mtr to 30.00 mtr | | 30 | Mtr |
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| 83 | 83 | Drilling of 100mm dia bore :-30.01 mtr to 80.00 mtr | | 40 | Mtr |
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| 84 | 84 | Lowering of the following size G.I/P.V.C pipes with or without slotted pipes as per the necessary from ground level upto 30 mtrs depth and fitted and fixed up in perfectly vertical position including cutting and threading pipes and slotted pipe and supplying and fixing all jointing materials, tools and plants complete and keeping the top of the casing pipe threaded including plugging tubewell to prevent entry of foreign materials from above. Lowering of 125 mm dia PVC pipes :- 00mtr to 30.00 mtr | | 30 | Mtr |
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| 85 | 85 | Cost of 125 mm dia PVC pipes :- 00mtr to 30.30 mtr | | 30.5 | Mtr |
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| 86 | 86 | Cleaning and developing the tube well using their own compressor continuously worked till clean and adequate discharge is obtained from the tubewell including supply and use of all necessary equipments and labour as per the direction of Engineer-in-charge. | | 1 | Each |
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