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| 1 | Demolition and breaking up OF 150mm bore drain pipes, soil, waste and rain water pipes etc. (Salt glazed ware, AC or Reinforced concrete) set in cement mortar, in trenches or floors, including connections and fittings complete all as specified and directed by Engineer-in-Charge. |
| 2 | M&L for DWCPE (SN8) 180mm (OD)/ 163mm (ID) diameter pipes laid in trenches complete all as specified and directed by Engineer-in-Charge. |
| 3 | S&F reinforced cement concrete pipes 150mm dia, class NP2, laid and jointed complete with collars complete all as specified and directed by Engineer-in-Charge. |
| 4 | M&L for cement concrete (1:4:8) type D2 (using 40mm graded stone aggregates) as in bed to drain pipes of size 150mm bore, including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed by Engineer-in-Charge. |
| 5 | Excavation in trenches in any type of soil, not exceeding 1.5m wide and not exceeding 1.5 in depth, for foundation, etc. or for shafts, wells, cess pits, manholes, pier holes, etc. not exceeding 10 sqm on plan and getting out complete all as specified and directed by Engineer-in-Charge. |
| 6 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm in any type of soil complete all as specified and directed by Engineer-in-Charge. |
| 7 | Removing excavated material to a distance exceeding 500.00 metres but not exceeding 1500 metres and depositing where directed at a level not exceeding 1.5 metres above the starting point complete all as specified and directed by the Engineer-in-Charge. |
| 8 | Demolition of brickwork of stone/ boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles complete all as specified and directed. |
| 9 | M&L for walling of squared rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM (1:6) complete all as specified and directed. |
| 10 | All as pr Item No. 09 above but except stone. |
| 11 | M&L for 100mm thick PCC (1:4:8) type D2 (using 40mm graded stone aggregates) as in sub base etc, complete all as specified and directed. |
| 12 | M&L for cement concrete (1:2:4) type B0 (using 12.50mm graded stone aggregates) as in benching of manhole, surface channels, drains etc, complete all as specified and directed by Engineer-in-Charge. |
| 13 | M&L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms, moulds, mitred/ stopped ends etc. complete all as specified and directed. |
| 14 | M&L for PCC (1:2:4) type B1 (using 20mm graded stone aggregates) as in coping for manhole including slightly rounded or chamfered angles and including necessary formwork including finishing exposed surface complete all as specified and directed by Engineer-in-Charge. |
| 15 | M&L for cutting into existing manholes for connecting new drains of 150mm internal dia pipe, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or 3/4 section) in cement concrete (1:2:4) type B1, smooth finished and reforming benching as required complete all as specified and directed by Engineer-in-Charge. |
| 16 | M&L for cleaning/ clearing of blocked under ground sewage lines of any bore, any description and in any position, any depth, by taking out loose sediment sand, grit, ash, sludge, rags, fibres, vegetation etc. by rodding/ any mechanical means, from one manhole to next manhole and washing throughout with fresh water including removing all sludge from the sewage lines in covered vans, trolley and disposed off properly outside the MD land upto the entire satisfaction of Engineer-in-Charge complete all as specified and directed. |
| 17 | M&L for opening and cleaning of blockage from kitchen/ bath traps or WC any pattern by rodding or any other manual/ mechanical means upto 1st manhole complete all as specified and directed by Engineer-in-Charge. |
| 18 | Cleaning of manhole of any description and size, any depth including lifting up and removing sludge and any other foreign material with vehicle mounted sludge sucker and washing down with water for smooth functioning of sewage line upto the entire satisfaction of Engineer-in-Charge complete all as specified and directed.Note:- Sludge obtained from cleaning shall be removed and disposed off properly outside MD land. |
| 19 | Cleaning of septic tank/ soakage well by removing sewage sludge, accumulated solid/ semi solid sludge and any other foreign material with vehicle mounted sewage/ sludge sucker and washing down with water and removing the sludge and other material obtained for disposing outside MD land upto the entire satisfaction of Engineer-in-Charge complete all as specified and directed. Note:- The location at out side MOD land for disposal of foreign material obtained above shall be located by the contractor himself. |
| 20 | Cleaning of static water tank by dewatering, removing accumulated solid/ semi solid sludge and any other foreign material with vehicle mounted sludge sucker and washing down with water and removing the sludge and other material obtained for disposing outside MD land upto the entire satisfaction of Engineer-in-Charge complete all as specified and directed. Note:- The location at out side MOD land for disposal of foreign material obtained above shall be located by the contractor himself. |
| 21 | Taking down cement plaster, any description on brick, concrete or stone walls or ceiling including racking out joints, hacking for key, scrubbing down with water etc. and removal of rubbish off complete all as specified and directed. |
| 22 | M&L for rendering 15mm thick on stone masonry surfaces of wall in cement mortar (1:6), surface finished even and smooth without using extra cement complete all as specified and directed. |
| 23 | M&L for preparation of new plastered or unplastered surfaces of wall and applying two coats of white wash complete all as specified and directed by Engineer-in-Charge. |
| 24 | M&L for 15mm thick rendering on stone masonary or other than fair face of brick work in CM (1:4), finished even and smooth without using extra cement complete all as specified and directed. |
| 25 | M&L for preparation of new plastered or unplastered surfaces of walls and applying two coats of exterior weather proof water base emulsion paint, over a coat of chalk whiting complete all as specified and directed. |
| 26 | Demolition of cement concrete (unreinforced) in ground floors and pavings n. exc. 15 cm thickness (below or above ground level) and removing the demolished material to a distance exc. 250m but not exceeding 500m and depositing where directed, complete all as specified and directed. |
| 27 | M&L for 75mm thick PCC (1:3:6) type C2 (using 40mm graded stone aggregates) as in sub base floor/ floors and paving etc, complete all as specified and directed. |
| 28 | S&F rubber moulded machine pressed PCC interlocking paver block, glossy top, confirming to IS : 15658-2006 of 80mm thickness, M-40 Grade with grey cement and pigment, laid dry over and including 25mm thick screed river washed sand cushion as in floor, shape and colour complete all as specified and directed. |
| 29 | M&L for heavy duty parking coloured tiles 25cm x 25cm x 10mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigment, laid over and including 15mm thick screed in CM (1:6) complete all as specified and directed by Engineer-in-Charge. |
| 30 | S&F for rubber moulded chequered cement concrete tiles 25mm thick of any size, colour and pattern as approved by GE, set, jointed and pointed in neat cement slurry in floors, laid over and including 15mm thick screed bed in CM (1:6) with grey cement and pigments, complete all as specified and directed. |
| 31 | M&L for pre-cast cement concrete (1:2:4) type B1 (using 20mm graded stone aggregates) kerb solid blocks, exc. 10 cm in width and setting in cement mortar (1:4), complete all as specified and directed. |
| 32 | M&L for 40mm thick PCC (1:2:4) type B0 (using 12.5mm graded stone aggregates) as in floors, finished cement concrete surface even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 33 | Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) n. exc. 15 cm thickness (below or above ground level) and removing the demolished material to a distance exc. 250m but not exceeding 500m and depositing where directed complete all directed by Engineer-in-Charge. |
| 34 | M&L for precast RCC (1:2:4) type B1 (using 20mm graded stone aggregates) as in cover slab for manhole etc. with plane faces complete all as specified and directed by Engineer-in-Charge. |
| 35 | M&L for TMT bars 6mm to 8mm dia cut to length bent to shape required including cranking, bending, hooking ends and binding with MS wire (annealed) not less than 0.9mm dia complete all as specified and directed by Engineer-in-Charge. |
| 36 | M&L for TMT bars 10mm dia and over, cut to length bent to shape required including cranking, bending, hooking ends and binding with MS wire (annealed) not less than 0.9mm dia complete all as specified and directed by Engineer-in-Charge. |
| 37 | M&L for 50mm thick sand stone slab of any size as in manholes cover stone etc, set and pointed in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge. |
| 38 | Dismantling wrought iron or mild steel work of any description not otherwise provided for and removing from site complete all as specified and directed. |
| 39 | S&F framed work such as grills, gratings, etc. with ends of bars shouldered, framework of water tanks, manhole cover frame work and similar work conforming to Fe.290. grade E-165 complete all as specified and directed by Engineer-in-Charge. |
| 40 | S&F in repair 4.0mm thick frosted glass ordinary quality in square not exceeding 0.5 Sqm in each pane with oil putty/ wooden beading including hacking out old broken glass (any thickness, size, quality or description) from the steel/ wooden frames complete all as specified and directed. |
| 41 | Dismantling floor, hearth or wall tiling/ terrazo including cement mortar bedding but not backing and removing serviceable tiles to store and rubbish off the premises complete all as specified and directed by Engineer-in-Charge. |
| 42 | M&L for vitrified ceramic tiles, light shade, 10mm thick (square/ rectangular) area of each tile exceeding 0.36 Sqm but not exceeding 0.42 Sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile, laid over and including 15mm thick screed bed in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge. |
| 43 | M&L for vitrified ceramic tiles, light shade, 10mm thick (square/ rectangular) area of each tile exceeding 0.36 sqm but not exceeding 0.42 sqm, as in skirting etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile, laid over and including 10mm thick rendering in cement mortar (1:4) complete all as specified and as directed by Engineer-in-Charge. |
| 44 | M&L for granite of 18mm to 20mm thick (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of marble, laid over and including 20mm screed bed in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge. |
| 45 | M&L for non skid ceramic tiles light coloured (square/ rectangular) of size 300mm x 300mm and thickness 8-9 mm thick, in floors etc. set and jointed in neat cement slurry and pointed in coloured cement to match the shade of tiles, laid over and including 15mm thick screed bed in CM (1:6) complete all as specified and directed. |
| 46 | M&L for glazed ceramic tiles in vertical surface of size 350mm x 250mm x 7mm/ 450mm x 350mm x 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match the shade of tiles, laid over and including rendering 10mm thick in CM (1:4) complete all as specified and directed. |
| 47 | S&F in repair PVC (SWR) pipes 75mm dia single socketed, in any length with rubber ring joints fixed to walls complete all as specified and directed by Engineer-in-Charge. |
| 48 | S&F in repair PVC (SWR) pipes 110mm dia, single socketed, in any length with rubber ring joints, fixed to walls complete all as specified and directed by Engineer-in-Charge. |
| 49 | S&F in repair PVC (SWR) pipes 75mm dia single socketed, in any length with rubber ring joints, laid in trenches or in floors including cutting out concrete and finishing of surface to match existing surface complete all as specified and directed by Engineer-in-Charge. |
| 50 | S&F in repair PVC (SWR) pipes 110mm dia, single socketed, in any length with rubber ring joints, laid in trenches or in floors including cutting out concrete and finishing of surface to match existing surface complete all as specified and directed by Engineer-in-Charge. |
| 51 | S&F PVC (SWR) pipe bends 75mm dia complete all as specified and directed by Engineer-in-Charge. |
| 52 | S&F PVC (SWR) pipe bends 110mm dia complete all as specified and directed by Engineer-in-Charge. |
| 53 | S&F PVC (SWR) pipe junction single (single T) equal or unequal 110mm dia provided complete all as specified and directed by Engineer-in-Charge. |
| 54 | S&F in repair PVC (SWR), 75mm dia of floor trap, with grating including jointing with solvent cement inculding cutting out wall/ concrete and finishing of surface to match existing surface complete all as specified and directed by Engineer-in-Charge. |
| 55 | S&F in repair PVC (SWR) vent cowl 110mm dia complete all as specified and directed by Engineer-in-Charge. |
| 56 | S&F PVC (SWR) P/S trap 125/110 mm bore inculding cutting out wall/ concrete and finishing of surface to match existing surface complete all as specified and directed by Engineer-in-Charge. |
| 57 | Taking up or down steel tubing of 15mm bore pipe and connection including cleaning for re-fixing or removal to store complete all as specified and directed by Engineer-in-Charge. |
| 58 | Taking up or down steel tubing of 20mm bore pipe and connection including cleaning for re-fixing or removal to store complete all as specified and directed by Engineer-in-Charge. |
| 59 | S&F 15mm bore, medium grade, galvanised iron pipe, with all fittings and fixed complete to walls and ceiling or laid in floor complete all as specified and directed by Engineer-in-Charge. |
| 60 | S&F 20mm bore, medium grade, galvanised iron pipe, with all fittings and fixed complete to walls and ceiling or laid in floor complete all as specified and directed by Engineer-in-Charge. |
| 61 | S&F in repair brass CP bib taps, fancy type, 15mm bore, cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule complete all as specified and directed by Engineer-in-Charge. |
| 62 | S&F in repair 15mm bore fancy type overhead shower with arm swivel joint chromium plated screwed down of size 200mm x 200mm complete all as specified and directed. |
| 63 | S&F in repair fancy type pillar taps brass, chromium plated, screwed down, high pressure with or without lettered 'Hot' or 'Cold' with long screwed shanks and fly nuts for iron pipe of 15mm bore complete all as specified and directed. |
| 64 | S&F in repair brass chromium plated, angle stop valves of 15mm bore screwed for 15mm bore iron pipe or union complete all as specified and directed. |
| 65 | S&F in repair tublar towel rail 20mm dia, chromium plated brass of size 60cm long complete all as specified and directed by Engineer-in-Charge. |
| 66 | S&F in repair brass chromium plated handspray (Health faucet) with flexible pipe length not less than 1.00m (minimum) fixed for EWC/ IWC suitable for 15mm bore pipe complete all as specified and directed. |
| 67 | S&F in repair brass chromium plated paper holder for EWC complete all as specified and directed. |
| 68 | S&F in repair brass chromium plated fancy type soap dish complete all as specified and directed. |
| 69 | S&F in repair chromium plated grating of size 100mm dia complete all as specified and directed. |
| 70 | S&F in repair PVC connection 15mm size with PTMT nuts of length 450mm complete all as specified and directed. |
| 71 | S&F in repair vitreous china WHB white flat back size 550mm x 400mm on new brackets excluding taps waste china and plug including bracket etc. complete all as specified and directed. |
| 72 | S&F in repair PVC flexible waste pipe 40mm dia with socket for steel sink upto floor level and length not less than 1.00 meter complete all as specified and directed. |
| 73 | S&F in repairs vitreous china urinals, half stall type, white, complete including providing and fixing plus, bedding urinal against wall in cement mortar (1:2) securing urinal to plus with and including 60mm long brass screws, pointing around urinal back in cement; fixing with automatic sensor based urinal spreader for flushing with brackets, flush pipe, grating and union for discharge pipe including PVC waste pipe, CP waste coupling, sensor based urinal spreader complete all as specified and directed. |
| 74 | S&F in repair 600mm x 450mm moulded glass looking mirror of selected quality and fixed to wooden plugs with chromium plated brass screws and cup washers in postion complete all as specified and directed. |
| 75 | S&F rotational moulded polyethylene water storage tank of capacity 500 Litres (Cylindrical vertical with closed top), three layer construction, ISI marked, hoisted and fixed in position including GI light grade, over flow pipe 450mm and waste pipe 600mm long with all fitting etc. of 20 mm dia including dismantling/ taking out of old water tank of having capacity exc. 250 Litres but not exc. 500 Litres and removing from site etc. complete all as specified and directed. |
| 76 | S&F rotational moulded polyethylene water storage tank of capacity 1000 Litres (Cylindrical vertical with closed top), three layer construction, ISI marked, hoisted and fixed in position including GI light grade, over flow pipe 450mm and waste pipe 600mm long with all fitting etc. of 20 mm dia including dismantling/ taking out of old water tank of having capacity exc. 500 Litres but not exc. 1000 Litres and removing from site etc. complete all as specified and directed. |
| 77 | S&F in repair gun-metal, globe or gate valves of 20mm bore with half turn lever arm/ iron wheel head, screwed both ends for iron pipe complete all as specified and directed. |
| 78 | S&F in repair WC squatting pan “Orissa Pattern” of size 580mm x 440mm white with integral foot rest (excluding flushing cistern and flush pipe) including connection to trap and to flush pipes etc. and cement concrete bedding complete all as specified and directed by Engineer-in-Charge. |
| 79 | S&F in repair vitreous china wash down water closet pan (pedestal pattern) white and trap including connection to drain flush pipe and anti syphonage pipe complete all as specified and directed by Engineer-in-Charge. |
| 80 | S&F in repair EWC seat cover, PVC, colour as approved by GE including all fitting arrangements complete all as specified and directed. |
| 81 | S&F in repair PVC valveless syphonic action type flushing cistern low level 10 Litres capicty white, fixed with new brackets complete all as specifed and directed. |
| 82 | S&F in repair flush pipe of polythene of low or high density or PVC, size 32mm bore for low level cistern complete all as specified and directed. |
| 83 | M&L for construction of new stone masonry soakage well 3.0 metres dia and 3.0 metre depth including soil work, in any type of soil, foundation in PCC (1:3:6), wall of honey combed masonry with top ring M-25 concrete, RCC cover slab in M-25/ sand stone cover, including demolition of old soakage well complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
