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| 1 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and in soft /loose soil etc complete all as specified and directed. |
| 2 | Excavation in trenches not exceeding 1.5m wide and exceeding 1.5 m but not exceeding 3.0 m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on planin soft/loose soil etc complete all as specified and directed |
| 3 | Returning, filing in, including spreading, levelling, watering and well rammingin layers not exceeding 25 cm in soft/loose soil etc complete all as specified and directed |
| 4 | Removal of excavated materials (soil) not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting points etc complete all as specified and directed. |
| 5 | M&L for sand filling under floor or in foundations including watering and consolidation complete all as specified and directed. Note:- Punned thickness of sand shall be measured and paid. |
| 6 | M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed. |
| 7 | M&L for PCC 1:2:4 type B-2 using 40 mm graded stone aggregate as in surface channels and drains complete all as specified and directed. |
| 8 | M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as inlintels upto 1.5 m clear span, cills, copings, bed plate, plinth courses, roof kerbs or mud stops rounded or chamfered on edges including necessary form workcomplete all as specified and directed. |
| 9 | M&L for PrecastReinforced cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in landings, cover slab (for manholes etc), chullah hoods, chajjas, water troughs, mangers, shelves and similar work including necessary form work and set in CM 1:4 complete all as specified and directed. |
| 10 | M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed. |
| 11 | M&L brick work using old size sub class \"B\" bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 complete all as specified and directed. |
| 12 | S&F mild steel framed work for windows grills such as grills, gratings etc with ends of bars shouldered and / or riveted or forged into spikes, framed guard bars, barred iron doors / window and similar work conforming toFe -290 Gde E-165 complete all as specified and directed. |
| 13 | M&L for mild steel TMT bar 6 to 8 mm dia cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. |
| 14 | M&L for 75 mm thick Cement concrete 1:3:6type C-2using 40 mm graded stone aggregate as in sub base complete all as specified and directed. |
| 15 | M&L for 100 mm thick Cement concrete 1:4:8type D-2using 40 mm graded stone aggregate as in sub base complete all as specified and directed. |
| 16 | M&L for glazed ceramic coloured tiles in vertical surface350x 250x 7 mm / 450X 350X 7 mm / 300x 600x7 mm / 450x 300x7 mm thick, set and jointed in neat cement slurry and pointed in white or coloured cement to match surface of tiles over and including rendering 10 mm thick in CM 1:4 complete all as specified and directed. |
| 17 | M&L for non skid ceramic coloured tiles of design as approved7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm in floor etc set and jointed in neat cement slurry and pointed in white or coloured cement to match with the shade of tiles over and including screed bed 15 mm thick in CM 1:6 complete all as specified and directed. |
| 18 | M&L for full body vitrified Ceramic tiles light shade cut out of 10mm thick (square/ rectangular) polished area of each tiles not exceeding 0.36 sqm in vertical surface such as dado / skirting / risers to steps etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match with the shade of tiles including 10 mm thick rendering in CM 1:4 complete all as specified and directed. |
| 19 | M&L for full body vitrified Ceramic tiles light shade 10mm thick (square/ rectangular) polished area of each tiles not exceeding 0.36 sqm in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match with the shade of tiles over and including screed bed or bedding layer 15 mm thick in CM 1:6 complete all as specified and directed. |
| 20 | S&F for rubber moulded machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement andpigment complete all as specified and directed. |
| 21 | M&L (except interlocking paver block) for interlocking paver block, any shape and size of 60 mm thickness, by vibratory compaction, cutting paver blocks in required size and pattern, filling joints with sand including sand cushing 50 mm thick and sweep out surplus sand complete all as specified and directed.Note : (1) Old paver block obtained from dismantle shall be used. (2) Sand cushioning shall be measured and paid separetely. |
| 22 | M&L for chequered cement concrete tiles 25 cm x 25 cm x 22 to 25 mm thick set, jointed and pointed in neat cement slurry as in floors with grey cement and no pigments over and including 15 mm thick screed bed in cement mortar 1:6 complete all as specified and directed. |
| 23 | Dismantling floor, hearth or wall tiling including cement mortar bedding etc (but not backing)and removing rubbish off the premises complete all as specified and directed. |
| 24 | Taking down cement plaster any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water complete all as specified and directed. |
| 25 | M&L for rendering on stone masonry or other than fair faces of brick work of wall 15 mm thick in CM 1:4 and to be finished even and smooth with out using extra cement complete all as specified and directed. |
| 26 | Cleaningof sewage line150 mm dia SGWG /RCC NP 2 pipe or anyother specification including removing all type of blockage from manholes to manholes by providing all tools and plants including bamboos, iron rod, bucket, rope, ladder etc including disposing off all sludge waste ,debries etc to outside MD land complete all as specified and directed. Note : Contractor has to depute extra labourfor cleaning of sewage linesto clear the blockage in sewer lines as and when required. |
| 27 | Cleaningof sewage line200 mm dia SGWG /RCC NP 2 pipe or anyother specification including removing all type of blockage from manholes to manholes by providing all tools and plants including bamboos, iron rod, bucket, rope, ladder etc including disposing off all sludge waste ,debries etc to outside MD land complete all as specified and directed. (Contractor has to depute extra labourfor cleaning of sewage linesto clear the blockage in sewer lines as and when required.) |
| 28 | Cleaning and maint of sewage system including removing all type of blockage from wash hand basins ,bottle trap, kitchen sink, water closet, Nahani trap , Floor trap, Gully trap, urinal pots, sewage lines of any dia, upto first manholes,by providing all tools and plants including bamboos, iron rod, bucket, rope, ladder etc and manpower as required complete all as specified and directed. Note:- (i) Contractor has to provide minimum two Nos safaiwalas / Sweepers daily to attend the sewage complaint which is received day to day by sub division.(ii) Any complaint which is not completed within two days from the date of issue of complaint, compensation shall be charged @Rs. 200/- per day for each complaint.(iii) No of blockage/ complaints cleared per day shall be recorded in MB is to be paid to the contractor as each Job. (iv) Cleaning of septic tank, manhole, sewage line and soakage well are paid separately under relevant item. |
| 29 | S&F in repair Round / Square Grating doom of size 100 / 125 / 140 mm of Stainless Steel (minimum weight 150 gram), with or without waste hole, fixed on floor / nahani trap complete all as specified and directed. |
| 30 | M&L for precast RCC soakage well of 90 to 95cm dia and 8m effective depth by joining together 250 mm height precast RCC perforated rings of 4cm wall thickness as per manufacturer instruction and as directed by engineer in charge and including 150mm thick RCC cover, excavation in any type of soil and removing excavated soil outside MD landcomplete all as specified and directed. |
| 31 | S&F cast iron soil, waste and vent 100 mm bore of pipes (sand cast) in any length with or without ears, with cement joints, laid in trenches or in floors complete all as specified and directed. |
| 32 | S&F cast iron soil, waste and vent 75 mm bore of pipes (sand cast) in any length with or without ears, with cement joints, laid in trenches or in floors complete all as specified and directed. |
| 33 | S&F bends (any radius) with duck\"s foot or heel rest for 100 mm bore of cast iron pipe complete all as specified and directed. |
| 34 | S&F in repair Traps ‘P’ or ‘S’ for 100 mm bore CI cast iron soil ,waste and ventpipe complete all as specified and directed. |
| 35 | S&F in repair cast iron cowls for 75 mm bore of pipe complete all as specified and directed. |
| 36 | S&F in repair cast iron cowls for 100 mm bore of pipe complete all as specified and directed. |
| 37 | Dismantling of AC/PVC water tank and S&Frotational moulded polyethylenewater storage tank (cylindrical vertical with closed top) 500 litre capacity hoisted and fixed in positioncomplete all as specified and directed |
| 38 | Dismantling of AC/PVC water tank and S&Frotational moulded polyethylenewater storage tank (cylindrical vertical with closed top) 1000 litre capacity hoisted and fixed in positioncomplete all as specified and directed. |
| 39 | Disconnecting existing water tanks of capacity exc 250 liters but not exe 500 Ltrs setting aside or lowering if required for cleaning and reconnecting or refixing in same position,including cleaning and removing all scale and dirt etc from tanks and from the mouths of circulating pipes etc and including neatly writing date of cleaning (DD/MM/YY) upto 10 mm thick and upto 100 mm height each bold capital/ Italic letters with white/black synthetic enamel paint complete all as specified and directed. |
| 40 | Disconnecting existing water tanks of capacity exc 500 liters but not exe 1000 Ltrs setting aside or lowering if required for cleaning and reconnecting or refixing in same position,including cleaning and removing all scale and dirt etc from tanks and from the mouths of circulating pipes etc and including neatly writing date of cleaning (DD/MM/YY) upto 10 mm thick and upto 100 mm height each bold capital/ Italic letters with white/black synthetic enamel paint complete all as specified and directed. |
| 41 | M&L for scooping and taking out sludge and foreign material from manhole of any size of depth not exc 1.50m and including removing and re-fixing of manholes covers and appliances required for safe disposal of sludge and foreign material by carrying out the same in covered van/trolley out side defence land and disposed off at distance not less than 1.5 KM away from defence land which is not detrimental to public health complete all as specified and as directed.Note :- Net volume of internal size of each manhole, up to the depth of water from bottom shall be measured for payment purpose including de-watering and removing dry/wet sludge etc complete all as specified and directed. |
| 42 | M&L for scooping and taking out sludge and foreign material from manhole of any size of depth exc 1.50m but not exc.3.00m depth and including removing and re-fixing of manholes covers and appliances required for safe disposal of sludge and foreign material by carrying out the same in covered van/trolley out side defence land and disposed off at distance not less than 1.5 KM away from defence land which is not detrimental to public health complete all as specified and as directed.Note :- Net volume of internal size of each manhole, up to the depth of water from bottom shall be measured for payment purpose including de-watering and removing dry/wet sludge etc complete all as specified and directed. |
| 43 | M&L for scooping and taking out sludge and foreign material from manhole of any size of depth exc 3.0m but not exc.4.5m depth and including removing and re-fixing of manholes covers and appliances required for safe disposal of sludge and foreign material by carrying out the same in covered van/trolley out side defence land and disposed off at distance not less than 1.5 KM away from defence land which is not detrimental to public health complete all as specified and as directed.Note :- Net volume of internal size of each manhole, up to the depth of water from bottom shall be measured for payment purpose including de-watering and removing dry/wet sludge etc complete all as specified and directed. |
| 44 | M&L for scooping and taking out sludge and foreign material from manhole of any size of depth exc 4.5m but not exc. 6.0m depth and including removing and re-fixing of manholes covers and appliances required for safe disposal of sludge and foreign material by carrying out the same in covered van/trolley out side defence land and disposed off at distance not less than 1.5 KM away from defence land which is not detrimental to public health complete all as specified and as directed.Note :- Net volume of internal size of each manhole, up to the depth of water from bottom shall be measured for payment purpose including de-watering and removing dry/wet sludge etc complete all as specified and directed. |
| 45 | M&L for Double Wall Corrugated (DWC) pipe of class SN-4, IS-16098 (part-II) of 150mm bore (internal), laid to slope in trenches, jointed complete with coupler, bends, Tee, reducers etc and tested complete all as specified and directed.Make : Ultra plus of Supreme / Corfit of Prince / D-Rex of Astral or equivalent as approved by GE. |
| 46 | M&L for Double Wall Corrugated (DWC) pipe of class SN-4, IS-16098 (part-II) of 200mm bore (internal), laid to slope in trenches, jointed complete with coupler, bends, Tee, reducers etc and tested complete all as specified and directed.Make : Ultra plus of Supreme / Corfit of Prince / D-Rex of Astral or equivalent as approved by GE. |
| 47 | M&L for PVC (SWR) pipessingle socketed, in any length with rubber ring joints, laid in trenches or in floors of 110 mm bore of pipe etc complete all as specified and directed. |
| 48 | M&L in repair for PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors of 75 mm bore of pipe etc complete all as specified and directed. |
| 49 | M&L for PVC (SWR) pipessingle socketed, in any length with rubber ring joints, fixed to walls of 75 mm bore of pipe etc complete all as specified and directed. |
| 50 | M&L for PVC (SWR) pipessingle socketed, in any length with rubber ring joints, fixed to walls of 110 mm bore of pipe etc complete all as specified and directed. |
| 51 | S&F PVC (SWR) bends any radius of 75 mm borewithoutaccess door complete all as specified and directed. |
| 52 | S&F PVC (SWR) bends any radius of 110 mm borewithoutaccess door complete all as specified and directed. |
| 53 | S&F PVC (SWR) junction single,(Single T) equal or unequal of 75 mm bore of pipe complete all as specified and directed. |
| 54 | S&F PVC (SWR) junction single,(Single T) equal or unequal of 110 mm bore of pipe complete all as specified and directed. |
| 55 | M&L PVC (SWR) gully trap 125/110 mm setting and jointing with solvent cement complete all as specified and directed |
| 56 | S&FCI bends (any radius) with duck\"s foot or heel rest for 75 mm bore of pipe complete all as specified and directed. |
| 57 | M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 100 mm bore of pipe withcement concrete 1:3:6 type C-2 using 40mm graded stone aggregatecomplete all as specified and directed. |
| 58 | M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 150 mm bore of pipe withcement concrete 1:3:6 type C-2 using 40mm graded stone aggregatecomplete all as specified and directed. |
| 59 | M&L for cement concrete bed to drain pipes including packing under and haunching againstthe sides of pipe after they are laid & tested for 200 mm bore of pipe withcement concrete 1:3:6 type C-2 using 40mm graded stone aggregatecomplete all as specified and directed. |
| 60 | M&L for cement concrete bed to drain pipes including packing under and haunching againstthe sides of pipe after they are laid & tested for 300 mm bore of pipe withcement concrete 1:3:6 type C-2 using 40mm graded stone aggregatecomplete all as specified and directed. |
| 61 | S&F reinforced concrete pipes, class NP-2, laid and jointed with collars of 150 mmbore of pipe complete all as specified and directed. |
| 62 | S&F reinforced concrete pipes, class NP-2, laid and jointed with collars of 200 mmbore of pipe complete all as specified and directed. |
| 63 | S&F reinforced concrete pipes, class NP-2, laid and jointed with collars of 300 mmbore of pipe complete all as specified and directed. |
| 64 | M&L for cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 150 mm dia of pipe complete all as specified and directed. |
| 65 | M&L for cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 200/225 mm dia of pipe complete all as specified and directed. |
| 66 | M&L in repair wash down water closet vitreous china white pedestal pattern with \"P\" or \"S\" trap including connecting to outgoing drain pipe & to flushing pipe also including plastic water closet seat, black/white, closed pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging device, excluding flushing cistern and flush pipe complete all as specified and directed. |
| 67 | S&F in repair Water closet vitreous china squatting pan, orissa pattern 580x440mm white with integral foot rests (excluding flushing cistern and flush pipe) and including provision of lime concrete bedding ,\"P\" or \"S\" trap 100 mm bore , flushing pipe ,anti-syphonage pipe and connection etc and making good to floor complete all as specified and directed. |
| 68 | M&L in repair for Vitreous china urinal half stall type white (excluding flushing cistern flush pipe and waste pipe) complete including providing and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with and including 60 mm long brass screws, pointing around urinal back in cement etc complete all as sapecified and directed. |
| 69 | S&F in repair PVC 10 litres capacityvalveless ,syphonic action type low level flushing cistern ,white including flush pipe, inlet, ball valve, float and handle etc complete all as specified and directed. |
| 70 | M&L in repair for vitreous china wash basin, white,flat back, size 550 x 400 mm with brackets, including supply & fixing pillar cock 15 mm bore CP fancy type, PVC connection of 450 mm long, PVC(HDPE) 32 mm bore waste pipe, brass couplings 32 mm CP etc complete all as specified and directed. |
| 71 | M&L for precast RCC soakage well of 70 to 75cm dia and 8m effective depth by joining together 250 mm height precast RCC perforated rings of 4cm wall thickness as per manufacturer instruction and as directed by engineer in charge and including 150mm thick RCC cover, excavation in any type of soil and removing excavated soil outside MD landcomplete all as specified and directed. |
| 72 | Dismantling of cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches, if required for 100 mm internal dia of pipe complete all as specified and directed. |
| 73 | Dismantling of cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches, if required for 75 mm internal dia of pipe complete all as specified and directed. |
| 74 | Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed. |
| 75 | Dismantling of stone slabs of any description or thickness, laid dry or laid dry and pointed in floor, apron etc complete all as specified and directed. |
| 76 | Demolition of cement concrete un-reinforced in ground floor and paving not exceeding 15 cm thick (below or above ground level) complete all as specified and directed. |
| 77 | Demolition of reinforced cement concrete (RCC) of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition) and removal of rubbish from site complete all as specified and directed. |
| 78 | Dismantling structural steel work including doors, gates but excluding framed truss etc complete all as specified and directed. |
| 79 | Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortar for 150 mm internal dia of pipe complete all as specified and directed. |
| 80 | Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortar for 200 mm internal dia of pipe complete all as specified and directed. |
| 81 | Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortar for 300 mm internal dia of pipe complete all as specified and directed. |
