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| 1 | M&L for de-watering of septic tanks and soakage wells, with mechanical pumping set and draining out the same disposal of sludge outside MOD land in pit to be dug out side and covering top with a layer of 25 mm thick earth filling compacting and levelling complete all as specified and directed by Engineer-in-Charge.Note:- (i) Digging of pit shall be deemed to be included in unit rate.(ii) Contractor will maintain the hygienic condition in area all the time by taking suitable required measures. |
| 2 | M&L for Cleaning of blocked/chocked gully trap, floor trap, WHB, WC etc upto first man holes of any type and any dia and depth removing the sludge/solid content by mechanical method and cleaning the sewage line upto first manhole by mechanical means at the discretion of the contractor at his own arrangement so as to remove the blockage and making the sewer line/manhole fully functional to the entire satisfaction of Engineer-in-Charge including removing the sludge beyond 50 mtr from building and repositioning the manhole cover in position and re-fixing of grating complete all as specified & directed by Engineer-in- charge. |
| 3 | M&L for taking out thick/solid sludge (sedimented sand sludge/grit, ash rages , fibres and springe material etc) by mechanical process from septic tanks including inlet and outlet chambers and soakage well, removing and depositing the sludge outside MOD land in a pit and covering the sludge in the pit with earth and finally spraying unslaked lime, dry, around the septic tank and covering the pit with earth complete all as directed Notes;-(i)Cost of earth work in the pit is deemed to be included in the unit rate quoted by the tenderer).(ii) Thick/solid sludge shall be measured under this item when it is not feasible by dewatering under srl item No 1. |
| 4 | M&L for taking out thick/solid sludge (sedimented sand sludge/grit ,ash rages , fibres and springe material etc) by mechanical process from STP line of 150mm to 300 mm bore dia including inlet and outlet chambers , removing and depositing the sludge outside MOD land in a pit and covering the sludge in the pit with earth and finally spraying unslaked lime, dry, around the septic tank and covering the pit with earth complete all as directed Notes;-(i)Cost of earth work in the pit is deemed to be included in the unit rate quoted by the tenderer).(ii) Thick/solid sludge shall be measured under this item when it is not feasible by dewatering under srl item No 1. |
| 5 | M&L for cleaning of sewage line 100 mm bore dia including manholes by taking out all sludge, night soil by manual/mechanical process and buried in a pit to be dug out side at a distance not less than 100 mtr and covering top of pit with earth layer of 25 mm thickness complete all as specified and directed by the Engineer-in-Charge. |
| 6 | M&L for cleaning of sewage line 150 mm bore dia including manholes by taking out all sludge, night soil by manual/mechanical process and buried in a pit to be dug out side at a distance not less than 100 mtr and covering top of pit with earth layer of 25 mm thickness complete all as specified and directed by the Engineer-in-Charge. |
| 7 | M&L for cleaning of sewage line 200 mm bore dia including manholes by taking out all sludge, night soil by manual/mechanical process and buried in a pit to be dug out side at a distance not less than 100 mtr and covering top of pit with earth layer of 25 mm thickness complete all as specified and directed by the Engineer-in-Charge. |
| 8 | M&L for cleaning of hume pipe drain system of 300 mm to 600 mm bore dia including manholes/chambers by taking out all sludge , soil etc. complete all as specified and directed by the Engineer-in-Charge. |
| 9 | Excavation in trenches not exceeding 1.5 metre width and not exceeding 1.5 metre deep, in soft/loose soil for foundation, laying of pipes, wells, cesspits, manhole, pier holes & getting out complete all as specified and as directed by the Engineer-in-Charge. |
| 10 | Excavation in trenches exceeding 1.5 metre width and exc 1.5m deep but not exceeding 3 metre deep, in soft/loose soil for foundation, laying of pipes, wells, cesspits, manhole, pier holes & getting out complete all as specified and as directed by the Engineer-in-Charge |
| 11 | Returning, filling in trenches including spreading, leveling watering and well ramming in layers not exc 25 cm thick complete all as specified and as directed by the Engineer-in-Charge. |
| 12 | Removing excavated material to distance not exc 50 metre and depositing where directed at a level n.exc 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-Charge. |
| 13 | Demolition and breaking up of drain pipes (salt glazed ware or AC or reinforced cement concrete) set in cement mortar of 150mm dia complete all as specified and as directed by the Engineer-in-Charge. |
| 14 | Demolition and breaking up of drain pipes (salt glazed ware or AC or reinforced cement concrete) set in cement mortar of 200mm dia complete all as specified and as directed by the Engineer-in-Charge. |
| 15 | Demolition and breaking up of drain pipes (salt glazed ware or AC or reinforced cement concrete) set in cement mortar of 300mm dia complete all as specified and as directed by the Engineer-in-Charge. |
| 16 | Demolition and breaking up of drain pipes (salt glazed ware or AC or reinforced cement concrete) set in cement mortar of 450mm dia complete all as specified and as directed by the Engineer-in-Charge. |
| 17 | M&L for PCC 1:3:6 type C2 (using 40mm graded aggregate) as in foundation filling and mass concrete in etc complete all as specified and directed. |
| 18 | Material and Labour for providing concrete bed in PCC 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in bed to drain pipes of 150mm bore including packing under and haunching against the sides of the pipes completely after they are laid and tested complete all as specified and as directed by the Engineer-in-Charge.(Note: Width of concrete bed shall be outer diameter of drain pipe plus 30cm) |
| 19 | Material and Labour for providing concrete bed in PCC 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in bed to drain pipes of 200mm bore including packing under and haunching against the sides of the pipes completely after they are laid and tested complete all as specified and as directed by the Engineer-in-Charge.(Note: Width of concrete bed shall be outer diameter of drain pipe plus 30cm) |
| 20 | Material and Labour for providing concrete bed in PCC 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in bed to drain pipes of 300mm bore including packing under and haunching against the sides of the pipes completely after they are laid and tested complete all as specified and as directed by the Engineer-in-Charge.(Note: Width of concrete bed shall be outer diameter of drain pipe plus 30cm) |
| 21 | Material and Labour for providing concrete bed in PCC 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in bed to drain pipes of 450mm bore including packing under and haunching against the sides of the pipes completely after they are laid and tested complete all as specified and as directed by the Engineer-in-Charge.(Note: Width of concrete bed shall be outer diameter of drain pipe plus 30cm) |
| 22 | M&L for reinforced concrete pipes , class NP-2 drain pipes laid in trenches and jointed as specified Internal diameter of pipe in 150mm complete all as specified and directed. |
| 23 | M&L for reinforced concrete pipes , class NP-2 drain pipes laid in trenches and jointed as specified Internal diameter of pipe in 200mm complete all as specified and directed. |
| 24 | M&L for reinforced concrete pipes , class NP-2 drain pipes laid in trenches and jointed as specified Internal diameter of pipe in 300mm complete all as specified and directed. |
| 25 | M&L for reinforced concrete pipes , class NP-2 drain pipes laid in trenches and jointed as specified Internal diameter of pipe in 450mm complete all as specified and directed. |
| 26 | Material and Labour for cutting into existing manholes for connecting new drains, making good to pipe and plastering the disturbed portions in CM 1:3 to match with surround surfaces, cutting out existing benching and forming branch channel (1/2 round or ¾ round section) in cement concrete 1:2:4 type B-1 finished smooth and reforming benching as required for 150mm,200mm,300mm,or 450mm bore pipe complete all as specified and as directed by Engineer-in-Charge. |
| 27 | Demolition of brick work built in cement mortar including all quoins, arches, pillar etc, but excluding ashlar facings complete all as specified and directed by Engineer-in-Charge. |
| 28 | Material and labour for brick work with fly ash bricks straight or curved on plan exceeding 6m mean radius with fly ash bricks built in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge. |
| 29 | Material and labour for brick work with sub class 'B' (except brick) straight or curved on plan exceeding 6m mean radius with OLD SIZE bricks built in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge. |
| 30 | M & L for Brick work with fly ash brick straight or curved on plan to any radius as in half brick thick wall in CM (1:4) and pointed flush with the same mortar as the work proceeds complete all as specified and directed. |
| 31 | Taking down cement plaster on brick or stone walls etc including raking out joints hacking for key scrubbing down with water etc complete all as specified and directed. |
| 32 | M&L for 15mm thick plastering on fair faces of bricks or concrete surfaces finished even and fair without using extra cement in cm1:4 complete all as specified and directed. |
| 33 | Material and labour for cement concrete 1:2:4 type B-1 using 12.5 mm graded stone aggregate as in copings, weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed by the Engineer-in-Charge. |
| 34 | M&L for 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 5 mm), including making drainage opening wherever required complete all as specified and directed. |
| 35 | Demolition on reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed. |
| 36 | Material and labour for PRECAST reinforced cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in manholes covers and similar articles set in cement motar 1:4 at the site complete all as specified and as directed by the Engineer-in-Charge. |
| 37 | Supply & Fixing Mild steel TMT bars 10mm dia & above , cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by the Engineer-in-Charge. |
| 38 | M&L for preparing of new plastered surface walls and applying three coats of white wash, complete all as specified and directed. |
| 39 | M&L for providing and laying 60 mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved design & pattern as in footpath , parks , lawns, drive ways or light traffic parking etc. of required strength , thickness & size/shape, made by table vibratory method using PU mould , laid in required colour & pattern over and including 50 mm thick compacted bed of fine sand , compacting and proper embedding/laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling joints with sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed. |
| 40 | M&L for providing and laying 80 mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved design & pattern as in footpath , parks , lawns, drive ways or light traffic parking etc. of required strength , thickness & size/shape, made by table vibratory method using PU mould , laid in required colour & pattern over and including 50 mm thick compacted bed of fine sand , compacting and proper embedding/laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling joints with sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed. |
| 41 | M&L for 100mm thick cement concrete type D-2, 1:4:8 using 40mm graded stone aggregate finished even & rough ,as in sub floors ,complete all as specified and directed. |
| 42 | M&L for dewatering the PVC water tank of capacity upto 500ltrs cleaning and removing all scales and dirt silt etc from water tank, removing lid without disturbing pipe line system and float valve/re-fixing of float valve and making functional after cleaning and writing letter “date of clearance, Date, month and year“ with black base and yellow letter or white base or black letter painting including cleaning of existing letter complete all as specified and directed by Engineer-in-Charge. Periodicity will be assessed by the Engineer-in-Charge according to site condition. |
| 43 | M&L for dewatering the PVC water tank of capacity upto 1000ltrs cleaning and removing all scales and dirt silt etc from water tank, removing lid without disturbing pipe line system and float valve/re-fixing of float valve and making functional after cleaning and writing letter “date of clearance, Date, month and year“ with black base and yellow letter or white base or black letter painting including cleaning of existing letter complete all as specified and directed by Engineer-in-Charge. Periodicity will be assessed by the Engineer-in-Charge according to site condition. |
| 44 | M&L for dewatering the Static water tank by pumping all water with pumping machine of capacity upto 50,000 gallons cleaning and removing all scales and dirt silt, alkali, fungas, small trees etc from Static water tank, applying two coat of white wash on bottom, side walls and Top of tank and writing letter “date of clearance, Date, month and year“ with black/white base painting complete all as specified and directed by Engineer-in-Charge. |
| 45 | M&L for cleaning of sewage sump well of capacity 250000 litre by using pressure pump/sewer suction machine or Honey suckers machine and taking out solid sludge from sewage sump well including disposal of sludge in pit out side the defence land and covering the top with a layer of 25mm thick earth filling compacting levelling complete all as specified and directed. |
| 46 | S&F in repair PVC Covers for overhead PVC cylindrical water tanks of any size complete including locking device etc complete all as specified and directed by the Engineer in Charge. |
| 47 | Dismantling RCC or PVC water tanks and removing to store of capacity exc 250 & n exc 500 litres, complete all as specified and directed. |
| 48 | S & F 500 litres capacity Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I and directed. |
| 49 | Dismantling RCC or PVC water tanks and removing to store of capacity exc 500 & n exc 1000 litres complete all as specified and directed. |
| 50 | S & F 1000 litres capacity Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I and directed. |
| 51 | S & F Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed, Bore dia of pipe in 20 mm, etc complete all as specified and directed. |
| 52 | S & F Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed, Bore dia of pipe in 15 mm, etc complete all as specified and directed. |
| 53 | S & F in repair 20 mm dia Ball brass valves high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed to tank complete all as specified and directed |
| 54 | S & F in repair 15 mm dia Ball brass valves high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed to tank complete all as specified and directed |
| 55 | S & F in repair Wash hand basin, flat back 550x400mm vitreous china (white) including PTMT waste fittings, 32mm bore size, waste pipe, PVC, 32mm bore, angle iron/cast iron brackets of required size as directed & making good disturbed surfaces to match with the existing complete all as specified and directed. |
| 56 | S & F in repair low level flushing cistern, PVC (white), 10 liters capacity, with inlet ball float valve, PVC flush pipe and necessary fixing accessories and connecting to water pipe and EWC etc complete all as specified and directed. |
| 57 | S & F in repair Vitreous China wash down water closet pan (pedestal pattern), White (excluding fixing bolts, flushing cistern and flush pipe), with plastic water closet seat, black, closed pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging device complete all as specified and directed. |
| 58 | S &F in repair Bib tap 15 mm of PTMT any colour screwed, for iron pipe and fixed (minimum wt 15mm-90 gms/20mm-125gms) complete all as specified and directed. |
| 59 | S&F in repair Pillar tap standard of PTMT any colour, fancy type, high pressure screwed for iron pipe and fixed (Minimum weight 120 gms) complete all as specified. |
| 60 | Taking up or down steel tubing and connections including cleaning for refixing or removal from site 15mm bore pipe complete all as specified and directed. |
| 61 | Taking up or down steel tubing and connections including cleaning for refixing or removal from site 20mm bore pipe complete all as specified and directed. |
| 62 | Refixing of old steel tubing and connection in new or old position of 15mm bore complete all as specified and directed. |
| 63 | S&F GI tubes medium grade with all fitting and fixed complete to walls, ceilings or laid in floors 15mm bore complete all as specified and directed. |
| 64 | Refixing of old steel tubing and connection in new or old position of 20mm bore complete all as specified and directed. |
| 65 | S&F GI tubes medium grade with all fitting and fixed complete to walls, ceilings or laid in floors 20mm bore complete all as specified and directed. |
| 66 | Demolition of cement concrete (un-reinforced) of any description as in path, paving, bed of drains etc. n.exc. 15cm thick (Below or above ground level) and removing the same complete, all as specified & directed by Engineer-in-charge. |
| 67 | M & L for Cement concrete type C-2, 1:3:6 (40 mm graded aggregate) in surface channels and drains complete all as specified and directed. |
| 68 | M&L for maintenance of drain /Nallah by cutting all bushes, shrubs, sarkandas and any type of vegetation and desilting all deposit of soil and other material to have a free flow of water and to get a uniform trapezoidal/ rectangular shape of drain and removing all spoil from MOD area to a distance exc 250m but n exc 500m and deposited in layer n exc 25cm thick , cross sectional area of drain /nallah n exc 1.5 sqm complete all as specified and directed |
| 69 | M&L for removing existing cover slab and refixing the same after cleaning of drain/Nallah properly without damaging the cover slab complete all as specified and directed. |
| 70 | M&L for dewatering semi solid sludge from sewage sump wells and drainage out/lifting the sludge with pumping sets collecting/filling the same in tankers of any capacity and depositing off the sludge/drain out water out side MOD land and covering the deposited sludge with 25 mm thick layer of loose earth complete all as specified and as directed by the Engineer-in-Charge. |
| 71 | M & L for Coloured Non - skid Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including screed bed 15 mm thick in cement mortar 1:6 complete all as specified and directed. |
| 72 | M & L for Coloured Glazed ceramic tiles in vertical surface 450X300X7mm/600X300x7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match over and including backing coat of 10 mm thick in cement mortar 1:4. complete all as specified and directed. |
| 73 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and directed. |
| 74 | S&F in repair angular stop valve/cock, cast copper alloy, chromium plated, with wall flange, quarter turn type, screwed end for iron pipe or for union and fixed, suitable for 15 mm bore pipe, complete all as specified and directed. |
| 75 | S & F in repair PVC connections 15mm size with PTMT nuts of length 450mm, complete all as specified and directed. |
| 76 | S&F in repair 75mm dia uPVC / PVC floor trap with grating including jointing with solvent and embedding in cement concrete type B-1 (1:2:4), complete all as specified and directed. |
| 77 | S&F in repair uPVC pipes, 75mm external dia pipe type-B, ISI marked (IS:13592) single socketed in any length with rubber ring joints, fixed under floors / fixed to wall as SWR pipes,, complete all as specified and directed. |
| 78 | S&F in repair uPVC pipes, 110mm external dia pipe type-B, ISI marked (IS:13592) single socketed in any length with rubber ring joints, fixed under floors / fixed to wall as SWR pipes,, complete all as specified and directed. |
| 79 | S&F in repair uPVC/PVC bends any radius 75mm dia suitable for uPVC soil waste discharge pipes, as rainwater (SWR) complete all as specified and directed. |
| 80 | S&F in repair uPVC/PVC bends any radius 110mm dia suitable for uPVC soil waste discharge pipes, as rainwater (SWR) complete all as specified and directed. |
| 81 | S&F in repair uPVC/PVC junction single (single T) equal or unequal 75mm dia suitable for uPVC soil waste discharge pipes, as rainwater (SWR) complete all as specified and directed. |
| 82 | S&F in repair uPVC/PVC junction single (single T) equal or unequal 110mm dia suitable for uPVC soil waste discharge pipes, as rainwater (SWR) complete all as specified and directed. |
| 83 | Notes: Amount of credit for retrieved materials is mentioned in tender documents in pdf form which will be deducted while acceptance of tender offline. Please Enable Macros to View BoQ information |
