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| 1 | Removing blockage from WC by using rubber cup 125mm dia with wooden handle and clearing the blockage upto manhole with cleaing rod including removal of all materials from gully trap of WC and depositing of complete all as specified and directed. |
| 2 | Removing blockage from Kitchen & bathroom/WHB by using rubber cup 125mm dia with wooden handle and clearing the blockage upto manhole with cleaing rod including removal of all materials from floor trap/Nahani trap and depositing of complete all as specified and directed. |
| 3 | Cleaning of manholes of any description and size not exc 1 sqm on plan and n.exc 1m depth including lifting up and removing sludge, accumulated solid sludge and other foreign materials by using vehicle mounted with compressor and sucker tank with covered container and wash down with water for smooth functioing of sewage line complete all as specified and as directed . (Note : sludge obtained from cleaning shall be removed to out of MD land and burried into the ground.) |
| 4 | Cleaning of manholes of any description and size not exc 1.5 sqm on plan and depth exc 1 M to n.exc 2 M including lifting up and removing sludge, accumulated solid sludge and other foreign materials by using vehicle mounted with compressor and sucker tank with covered container and wash down with water for smooth functioing of sewage line complete all as specified and as directed . (Note : sludge obtained from cleaning shall be removed to out of MD land and burried into the ground.) |
| 5 | Cleaning of manholes of any description and size not exc 3 SqM on plan and depth exc 2 M to n.exc 3 M including lifting up and removing sludge, accumulated solid sludge and other foreign materials by using vehicle mounted with compressor and sucker tank with covered container and wash down with water for smooth functioing of sewage line complete all as specified and as directed . (Note : sludge obtained from cleaning shall be removed to out of MD land and burried into the ground.) |
| 6 | Cleaning of blocked sewage pipe lines 100mm bore pipe and removing the blockages by means of rodding with and including bamboo splits /flexible iron wire or concrete malacces rods from manhole to manhole, through pipes from trap to MH, rendering the system clear and flushing thedelogged line with sufficient qty of water and removing sludge /waste material etc to outside of MD land complete all as specified and directed. |
| 7 | Cleaning of blocked sewage pipe lines 150mm bore pipe and removing the blockages by means of rodding with and including bamboo splits /flexible iron wire or concrete malacces rods from manhole to manhole, through pipes from trap to MH, rendering the system clear and flushing thedelogged line with sufficient qty of water and removing sludge /waste material etc to outside of MD land complete all as specified and directed. |
| 8 | Cleaning of blocked sewage pipe lines 150mm bore to 300mm dia pipe and removing the blockages by means of rodding with and including bamboo splits /flexible iron wire or concrete malacces rods from manhole to manhole, through pipes from trap to MH, rendering the system clear and flushing thedelogged line with sufficient qty of water and removing sludge /waste material etc to outside of MD land complete all as specified and directed. |
| 9 | M&L for Demolition Reinforced Cement concrete of any description and in any position not otherwise specifically provided for complete all as directed |
| 10 | Taking down plastering on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc etc complete all as directed |
| 11 | Dismantling PVC/CI drain pipes, 75 to 110 mm dia, fixed to walls, laid in floors or in trenches or in any position including all fittings all as specified and directed. |
| 12 | Demolition of stones or brick masonry or block walling, built in cement mortar including all quoins, arches etc., but excluding ashlar facing, dressed stone work etc.complete including removal of debris to a distance exc 1.5 km but n.exc 2 Km, all as specified and as directed. |
| 13 | Demolition of cement concrete (unreinforced) in ground floors and pavings n.exc 15cm thickness (below or above ground level) complete all as specified and as directed. |
| 14 | Excavation in trenches not exc 1.5 m wide and not exc 1.5 m deep for foundation and getting out in hard/dense soil complete all as specified and directed |
| 15 | dittio all asper item No 14 above but exc 1.5 m deep but n exc 3.00 m deep |
| 16 | Returning, filling in, in-cluding spreading, levelling,watering and well ramming in layers not exc 25 cm complete all as specified and directed |
| 17 | Removing excavated material exc. 250 m but n exc. 500 m anddepositing where complete all as specified and directed |
| 18 | M&L for Brick work with old size fly ash bricks, class 7.5, straight or curved on plan exc. 6 metre mean radius built in cement mortar 1:6 (01 cement : 06 coarse sand) complete all as specified and directed |
| 19 | M&L PCC 1:4:8 type D2 ( using 40 mm graded stone aggregate) in foundation filling and mass concrete complete all as specified and directed |
| 20 | M&L 15 mm thick Rendering on faces of brickworksurface in CM 1:4 finished even and smoth with outusing extra cement as setting coat mixed with WPC and finishing even and smoth with out using extra cement complete all as specified and directed |
| 21 | M &L Rendering 10 mm thick on fair faces of brick or concrete surfaces in CM 1:6 and finished even and smooth without using extra cement complete all as specified and directed |
| 22 | Supply only Liquid water proofing compound complete all as specified and directed |
| 23 | Extra for forming fair finished to drain or channels up to 30 cm inner girth in cement concrete using extra cement including necessary forms/moulds etc complete all as specified |
| 24 | Demolition and breaking up 100 mm dia bore SGSW/RCC hume drain pipe including PCC packing under hunching and complete PCC bed all as specified and directed by Engineer-in-Charge |
| 25 | Demolition and breaking up 150 mm dia bore SGSW/RCC hume drain pipe including PCC packing under hunching under hunching and complete PCC bed all as specified and directed by Engineer-in-Charge |
| 26 | Demolition and breaking up 200 mm dia bore SGSW/RCC hume drain pipe including PCC packing under hunching under hunching and complete PCC bed all as specified and directed by Engineer-in-Charge |
| 27 | Demolition and breaking up 300 mm dia bore SGSW/RCC hume drain pipe including PCC packing under hunching under hunching and complete PCC bed all as specified and directed by Engineer-in-Charge |
| 28 | M&L for DWCPE (SN8) confirming to IS-16098 , 100mm bore complete laid and jointed including testing with and including necessary jointing material tees /union /socket etc complete all as specified and directed |
| 29 | M&L for DWCPE (SN8) confirming to IS-16098 , 150mm bore complete laid and jointed including testing with and including necessary jointing material tees /union /socket etc complete all as specified and directed |
| 30 | M&L for DWCPE (SN8) confirming to IS-16098 , 200mm dia bore complete laid and jointed including testing with and including necessary jointing material tees /union /socket etc complete all as specified and directed |
| 31 | M&L for DWCPE (SN8) confirming to IS-16098 , 300mm dia bore complete laid and jointed including testing with and including necessary jointing material tees /union /socket etc complete all as specified and directed |
| 32 | M & L for 100mm Reinforced concrete pipes, class NP2, laid and jointed complete with collars all as specified & as directed. |
| 33 | All as per Item No. 32 above, but for 150mm dia pipe |
| 34 | All as per Item No. 32 above, but for 200mm dia pipe |
| 35 | All as per Item No. 32 above, but for 300mm dia pipe |
| 36 | M&L for PCC 1:4:8 Type D2 bore of pipe 100mm diaConcrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and directed |
| 37 | M&L for PCC 1:4:8 Type D2 bore of pipe 150mm diaConcrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and directed |
| 38 | M&L for PCC 1:4:8 Type D2 bore of pipe 200mm diaConcrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and directed |
| 39 | M&L for PCC 1:4:8 Type D2 bore of pipe 300mm diaConcrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and directed |
| 40 | Shingle filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled, and blinded with earth and rammed including watering complete all as specified and directed |
| 41 | Providing PCC 1:2:4, type B0 (using 12.50mm graded stone aggregate) as in seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed platescoping including weathering, slightly rounded or chamfered angles and throating including formwork complete all as specified and directed. |
| 42 | M&L for precast RCC Cement concrete 1:2:4, type B1 (20mm graded stone aggregate) set in CM 1:4 as in Cover slabs for drains,manholes in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain face (Note: Reinforcement shall be measuredand paid separately complete all as specified and directed |
| 43 | M & L for TMT bars 8mm dia cut to length, bent to shape required including hooking ends and binding with mild steel wire not less than 0.9mm dia as in reinforcement complete all as specified. |
| 44 | S&F for PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall or floor, of 110 mm dia complete all as specified and directed. |
| 45 | S&F PVC (SWR) bends 110mm dia of any radius with access door with rubber ring joints fixed to wall or floor all as specified |
| 46 | S&F for 110mm dia PVC (SWR) branch piece, double (double Y) equal or unequal with rubber ring joints fixed to wall or floor all as specified |
| 47 | S&F for 110mm dia PVC (SWR) vent cowl with rubber ring joints fixed to wall or floor all as specified |
| 48 | S&F 75 mm bore PVC ( SWR) pipes of single socketed in any length with rubber ring joints fixed to wall or floor all as specified |
| 49 | S&F 75 mm bore. PVC (SWR) bends with rubber ring joints fixed to wall or floor all as specified |
| 50 | S&F for 75mm dia PVC (SWR) junction double, (double T), equal or unequal with rubber ring joints fixed to wall or floor all as specified |
| 51 | S&F PVC (SWR) Gully trap 125/110mm setting and jointing with solvent cement complete all as specified and directed |
| 52 | Cleaning of septic tank of capacity 100 users by pumping fluid with sewage cleaning pump and collect the same in water tight container and dispose off out side MoD land disludging of sludge and other foreign materials upto bottom of compartments of septic tank including intercepting chamber and removing to excavated pits of appropriate size( burying of sludge and spreading the earth not exc 30cm thick over filled sludge and removing surplus soil where directed including sprinkling of bleaching powder around ) and washing down with water including cutting of vegetable growth/shurbs /hurbs etc upto 3.00 mtr from outer edge of septic tank walls complete and removing all spoil, silt, sludge grass and other deposits etc to garbage dumping yard as specified by station authorities in covered van/trolly complete all as directed. |
| 53 | Cleaning of septic tank of capacity 50 users by pumping fluid with sewage cleaning pump and collect the same in water tight container and dispose off out side MoD land disludging of sludge and other foreign materials upto bottom of compartments of septic tank including intercepting chamber and removing to excavated pits of appropriate size( burying of sludge and spreading the earth not exc 30cm thick over filled sludge and removing surplus soil where directed including sprinkling of bleaching powder around ) and washing down with water including cutting of vegetable growth/shurbs /hurbs etc upto 3.00 mtr from outer edge of septic tank walls complete and removing all spoil, silt, sludge grass and other deposits etc to garbage dumping yard as specified by station authorities in covered van/trolly complete all as directed. |
| 54 | Cleaning of septic tank of capacity 25 users by pumping fluid with sewage cleaning pump and collect the same in water tight container and dispose off out side MoD land disludging of sludge and other foreign materials upto bottom of compartments of septic tank including intercepting chamber and removing to excavated pits of appropriate size( burying of sludge and spreading the earth not exc 30cm thick over filled sludge and removing surplus soil where directed including sprinkling of bleaching powder around ) and washing down with water including cutting of vegetable growth/shurbs /hurbs etc upto 3.00 mtr from outer edge of septic tank walls complete and removing all spoil, silt, sludge grass and other deposits etc to garbage dumping yard as specified by station authorities in covered van/trolly complete all as directed. |
| 55 | Dismantling of Stone slab and tiles laid bedded and pointed in any mortar of any description or thickness in floors, apron etc complete all as specified and directed. |
| 56 | M&L for plain cement concrete 1:4:8 type D2 (Using 40 mm graded granite stone aggregate) as in foundations filling and mass concrete complete all as specified and as directed. |
| 57 | M&L for 60 mm thick machine pressed precast concrete interlocking paver block factory manufactured (ISI Marked) any shape and size conforming to IS 15658-2006 of M-35 Grade,casted with grey cement and no pigment all as specified and directed. |
| 58 | M&L for Sand filling under floor sand cushioning including watering and consolidation all as specified and directed. |
| 59 | Chequered cement concrete tiles 20cm x 20cm x 25mm thick,set, jointed and pointed in neat cement slurry in floors With grey cement and no pigments and laid over and including 15mm thick screed bed in cement mortar 1:6 (1 cement : 6 coarse sand) complete, all as specified. |
| 60 | M & L for 75mm thick PCC 1:3:6 type C2 using 40mm graded stone aggregate as in plinth protection finishing cement concretesurface even and smooth Without using extra cement complete all as specified and directed. |
| 61 | M&L for Machine cut Machine cut cudappah stone slab 20-25mm thick over cement screed base, laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbingand polishing complete all as specified. Please Enable Macros to View BoQ information |
