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| 1 | Demolition & breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) set in cement mortar, internal dia of pipe 150mm complete all as specified and removal off the site. |
| 2 | Demolition & breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) set in cement mortar, internal dia of pipe 200mm complete all as specified and removal off the site. |
| 3 | Demolition & breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) set in cement mortar, internal dia of pipe 100/110mm complete all as specified and removal off the site. |
| 4 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) complete all as specified and removal off the site. |
| 5 | Demolition of precast block masonary / Brick work or precast concrete article built in cement mortar complete all as specified and removal off the site. |
| 6 | Demolition of cement concrete (reinforced) of any description and in any position such as precast manhole cover or cover slabs of septic tank etc (reinforcement cut as required to facilitate demolition) complete all as specified and removal off the site. |
| 7 | Demolition of cement concrete (Unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and removal off the site. |
| 8 | Demolition of cement concrete (Unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and removal off the site. |
| 9 | Taking down cement plaster any description on brick or stone wall etc including racking out joints hacking for key scrubbing down with water etc complete all as specified. |
| 10 | Dismantling wrought iron or mild steel work of any description complete all as specified and removal off the site. |
| 11 | Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in any type of soil complete all as specified. |
| 12 | ditto all as per item No 11 above but beyond 1.5m or part thereof in depth beyond the first 1.50m complete all as specified. |
| 13 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick with soils complete all as specified. |
| 14 | Removing excavated soils exceeding 250 M but not exceeding 500 M and depositing where directed. |
| 15 | M&L for precast RCC (1:1.5:3) type A1, nominal mix (using 20mm graded crushed stone aggregate) as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles set in cement mortar 1:4 including necessary formwork complete all as specified.Note: Reinforcement shall be measured and paid for separately. |
| 16 | M&L for PCC (1:3:6) type C2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified |
| 17 | M&L for PCC (1:3:6) type C1 (using 20mm graded crushed stone aggregate) as in coping/ benching for man holes including necessary use and waste of formwork complete all as specified. |
| 18 | M&L for PCC (1:3:6) type C2 (using 40mm graded crushed stone aggregate) as in concrete bed to drain pipes including packing under & haunching against the sides of pipes after they are laid & tested bore of pipe 200mm complete all as specified. |
| 19 | M&L for PCC (1:3:6) type C2 (using 40mm graded crushed stone aggregate) as in concrete bed to drain pipes including packing under & haunching against the sides of pipes after they are laid & tested bore of pipe 150mm complete all as specified. |
| 20 | M&L for PCC (1:3:6) type C2 (using 40mm graded crushed stone aggregate) as in concrete bed to drain pipes including packing under & haunching against the sides of pipes after they are laid & tested bore of pipe 100/110mm complete all as specified. |
| 21 | M&L for salt glazed stone ware drain pipe grade - A, as per IS-651-1980, 200mm bore laid in trenches and jointed in cement mortar (1:1) complete all as specified. |
| 22 | M&L for salt glazed stone ware drain pipe grade - A, as per IS-651-1980, 150mm bore laid in trenches and jointed in cement mortar (1:1) complete all as specified. |
| 23 | M&L for salt glazed stone ware drain pipe grade - A, as per IS-651-1980, 100mm bore laid in trenches and jointed in cement mortar (1:1) complete all as specified. |
| 24 | M&L for mild steel TMT bars 6mm to 8mm dia cut to length , bent to shape required, including cranking, bending and binding with MS wire, not less than 0.9 mm dia or securing with clip complete all as specified. |
| 25 | M&L for mild steel round bars 10mm dia and over, 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 conforming to Fe-410-W (Gde.E-250) quality-A or Fe 290 (Gde -E-165) complete all as specified. |
| 26 | M&L for 15 mm thick plastering in cement mortar 1:3 on fair faces of brick or concrete surface finished even & smooth without using extra cement complete all as specified. |
| 27 | M&L for rendering 15mm thick cement plaster in CM 1:4 on fair faces of brick/concrete work surfaces mixed with integral water proofing compound all as per manufacturer's instruction and as specified.Make: 'Plastocrete Plus' of Sika/ 'Pidiproof LW' of Pidilite for water proofing compound.Note: (i) WPC shall be measured and paid for separately as 'Supply only'.(ii) WPC to be mixed @200ml per 50 Kg bag of cement all as manufacturers instruction. |
| 28 | M&L for brickwork with burnt fly ash bricks (Old size bricks), straight or curved on plan exc 6m mean radius, built in, cement mortar 1:4 complete all as specified. |
| 29 | M&L for providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, 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 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand, complete all as specified. |
| 30 | M&L for 100 mm thick cement concrete type (1:4:8) D-2 (using 40mm graded crushed stone aggregate) as in sub base finished even and fair |
| 31 | Cleaning of blocked sewage line 150mm bore by rodding with using sectional sewer rod / flexible sewer rod /steel rod or split bamboo stick throughly from both sides between adjacent manholes / inspection chamber to manholes of any depth and size including well flushing with water till clear flow of sewage line is observed including taking out sludge & other foreign particles from manhole & pipe lines and buried in earth pits and spreading of bleaching powder @ 1kg/sqm over the sludge before filling of earth in layer of 30 cm complete all as specified and to the entire satisfaction complete all as specified. |
| 32 | Cleaning of blocked sewage line 200mm bore by rodding with using sectional sewer rod / flexible sewer rod /steel rod or split bamboo stick throughly from both sides between adjacent manholes / inspection chamber to manholes of any depth and size including well flushing with water till clear flow of sewage line is observed including taking out sludge & other foreign particles from manhole & pipe lines and buried in earth pits and spreading of bleaching powder @ 1kg/sqm over the sludge before filling of earth in layer of 30 cm complete all as specified and to the entire satisfaction complete all as specified. |
| 33 | All as per ser item No 32.00 above but for sewage line of 100/110mm bore.Notes for Ser item No 31 to 33(i) Length of manhole to manholes shall be measured in these item.(ii) Cleaning of sewage line to be started from down stream side, in this operation some pipe line will be cleaned automatically and need not to be cleaned by rodding and the same shall not be measured for payment.(iii) The unit rate of the item shall be deemed to include the removal of sludge / waste water accumulated in manhole / inspection chamber due to cleaning of drain by rodding. (iv) Water required for cleaning the sewage line are the responsibility of the contractor and no extra payment will be made in this regard.(v) Cost of bleaching powder and lime shall deemed to be included in unit rate. |
| 34 | Cleaning of septic tank, soakage well of any size by removing of sludge from inside the septic tank and removing to a distance exc. 250m but not exc. 500m and buried the same in to earth pits including excavation of earth pits of required size & depth, depositing & spreading of sludge, returning in filling earth over sludge with bleaching powder @ 1 Kg/sqm and removal of surplus soil to a distance not exc. 50m all complete as specified.NOTE : Earth to be filled over the pit over bamboo matting after sufficient absorption of liquid for a period of 48 hours and spreading of bleaching powder over the sludge before earth filling as directed by the Engr-in-Charge. Cost of bamboo matting, spreading of bleaching powder and excavating the earth pit and filling earth etc shall be included in the unit rate as quoted and size of pit shall be made accordingly as directed by Engr-in-Charge. The measurement of sludge shall be taken as per size of earth pit with actual depth of sludge deposited in the earth pit after initial settlement of 48 hours. |
| 35 | Cleaning of blocked gully trap/floor trap etc of any size by rodding thoroughyly to manhole and well flushing with water after cleaning and including remove of sludge and other materials obtained from cleaning, garbage to a pit made for this purpose and filling upto the earth complete as as specified. |
| 36 | Cleaning of blockages of WHB, EWC etc of any size by rodding thoroughyly to manhole and well flushing with water after cleaning and including remove of sludge and other materials obtained from cleaning, garbage to a pit made for this purpose and filling upto the earth complete as as specified. |
| 37 | Cleaning of blocked man holes upto 60cm depth by removing of sludge from inside and removing to a distance exc 200m but n. exc. 500m and burried the same into earth pits including excavation of earth pits of required size & depth, depositing & spreading of sludge, returning in filling earth over sludge and removal of surplus soil to a distance not exc. 50m all complete as specified. |
| 38 | All as per item No 37.00 above but exc 0.60 METER but n.exc. 1.50 METER in deep complete all as specified. |
| 39 | All as per item No 37.00 above but depth exc 1.50 m and n.exc. 3.0 m.Notes for Ser item No 34 to 39(i) The unit rate of the item shall be deemed to include the removal of sludge / waste water accumulated in manhole / septic tank / soakage chamber. (ii) Water required for cleaning the septic tank, manholes, gully/ floor trap shall be the responsibility of the contractor and no extra payment shall be made in this regard.(iii) Cost of bleaching powder and lime shall deem to be included in the quoted unit rate. |
| 40 | M&L for cutting into existing manhole for connecting new drains making good to pipe and rendering cutting out existing benching for & forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished & reforming benching as required, internal dia of pipe 100/110mm complete all as specified. |
| 41 | M&L for cutting into existing manhole for connecting new drains making good to pipe and rendering cutting out existing benching for & forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished & reforming benching as required, internal dia of pipe 150mm complete all as specified. |
| 42 | M&L for cutting into existing manhole for connecting new drains making good to pipe and rendering cutting out existing benching for & forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished & reforming benching as required, internal dia of pipe 200mm complete all as specified. |
| 43 | S&F in repair for PVC (SWR) pipes 110mm bore type 'A', single socketed, conforming to IS-13592:1992 in any length with rubber ring joints laid in trenches or in floors and wall complete all as specified. |
| 44 | S&F in repair for PVC (SWR) pipes 75mm bore type 'A', single socketed, conforming to IS-13592:1992 in any length with rubber ring joints laid in trenches or in floors and wall complete all as specified. |
| 45 | S&F in repair 75 mm bore PVC (SWR) bends any radius complete all as specified and directed. |
| 46 | S&F in repair 110 mm bore PVC (SWR) bends any radius complete all as specified and directed. |
| 47 | S&F in repair 110 mm bore PVC (SWR) vent cowl fixed in position complete all as specified. |
| 48 | S&F in repair 75 mm bore PVC (SWR) vent cowl fixed in position complete all as specified. |
| 49 | S&F in repair CI Nahani trap with grating including jointing to waste pipe fixed in cement concrete (1:2:4) type B1(diameter of outlet 100mm) complete all as specified. |
| 50 | S&F in repair CI floor trap with grating including jointing to waste pipe fixed in cement concrete (1:2:4) type B1(diameter of outlet 100mm) complete all as specified. |
| 51 | Supply only liquid proofing compound complete all as specified. |
| 52 | Taking up or down 15mm bore steel tubing and connections, including cleaning and refixing or removal to store complete all as directetd. |
| 53 | Taking up or down 20mm bore steel tubing and connections, including cleaning and refixing or removal to store complete all as directetd. Please Enable Macros to View BoQ information |
| 54 | Taking up or down 20mm bore steel tubing and connections, including cleaning and refixing or removal to store complete all as directetd. Please Enable Macros to View BoQ information |
