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| 1 | Demolition of cement concrete (un reinforced) in ground floors and paving n.exc 15cm thickness (below or above ground (level) and lowering if necessary, removal of the rubbish off the premises complete all as specified and directed. |
| 2 | Demolition of reinforced cement concrete in ground floors and pavings n.exc 15 cm thickness (below or above ground level) andremoval of the rubbish off the premises complete all as specified and directed. |
| 3 | Demolition of brick work built in CM including all quions, arches, pillars etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed. |
| 4 | M&L for flyash brick work with old size bricks straight curved on plan exceeding 6 meter mean radius for manholes /septic tank /soak well etc /in sewer works in CM 1:4. complete all as specified and directed. |
| 5 | All as per BOQ item No 4.00 here-in-above but except bricks (serviceable bricks obtained from demolition will be reused) complete all as specified and directed. |
| 6 | Excavating in trenches , n.exc 1.5 m wide and n.exc 1.5 m depth for foundation etc or for shafts, wells, cesspits ,manhole pier hole, laying of cables, pipes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in any kind of soil complete all as specified and directed.Note : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/- will be charged to contractor. In this GE decision will be final, conclusive and binding. |
| 7 | All as per item No 6.00 here-in-above but depth exc 1.50 m but n.exc 3.00 mtr complete all as specified and directed. |
| 8 | Excavation over area ,not exc 1.5 mtr deep and gatting out in loose/soft soil complete all as specified and directed. |
| 9 | All as per item No 8.00 here-in-above but depth exc 1.50 m but n.exc 3.00 mtr complete all as specified and directed. |
| 10 | Returning, filling in incl spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft /loose soil. complete all as specified and directed. |
| 11 | Removing excavated material in soils n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. |
| 12 | M&L for PCC 1:3:6 type C-2 (40 mm graded crushed stone aggregate) in foundation filling and mass concrete, complete all as specified and directed. |
| 13 | Demolition and breaking up drain pipe (SGSW/PVC/RCC etc) set in cement mortar of internal dia of pipe 150 mm complete all as specified and directed. |
| 14 | M&L for 150mm bore, HDPE double wall corrugated (DWC) SN-8 Pipe (HDPE Black Pipe) with coupler conforming to IS:16098 Part II 2013 sewage pipes laid in trenches and jointed as per manufacturer's instruction with and including all fittings complete all as specified and directed. |
| 15 | Material and labour for cement concrete bed to drain pipe for 150mm bore of pipe including forming cradles in Cement concrete 1:3:6 Type C2 complete all as specifiedand and as directed. |
| 16 | Demolition and breaking up drain pipe (SGSW/PVC/RCC etc) set in cement mortar of internal dia of pipe 200 mm complete all as specified and directed. |
| 17 | M&L for 200mm bore, HDPE double wall corrugated (DWC) SN-8 Pipe (HDPE Black Pipe) with coupler conforming to IS:16098 Part II 2013 sewage pipes laid in trenches and jointed as per manufacturer's instruction with and including all fittings complete all as specified and directed. |
| 18 | Material and labour for cement concrete bed to drain pipe for 200mm bore of pipe including forming cradles in Cement concrete 1:3:6 Type C2 complete all as specified and as directed. |
| 19 | Taking down cement plaster from inside/outside of existing septic tank/manholes drain and outer surface of bldgsetc incl raking out joints, hacking for key scrubbing down with water and removal rubbish off the premises complete all as specified and directed. |
| 20 | M & L for rendering 20mm thick in CM (1:4) in two layers (8mm thick in CM (1:4) with approved water proofing compound as per manufacturing instraction over backing coat of 12mm thick in CM (1:4)) on brick work or concrete surfaces finished fair & even complete all as specified and directed. (Note:- WPC will be measured and paid separately) |
| 21 | M&L for 100 mm thick (compacted) in pavings, with mix of fly ash, clinker & stone dust in the proportion of 1:3:6 (ie 10% fly ash, 30% clinker and 60% stone dust ) laying in layers n. exc 10cm thick, watering, ramming and compacted with hand/power roller 8 to 12 tonn roller to required camber and gradient complete all as directed by Engineer-in-Charge. |
| 22 | S&F SFRC (Steel Fibre Reinforced Concrete) Manhole Cover with Frame n. exc 1 Sqm in size, Shape round/square, (max weight 45 Kg approx ) with 2 hooks to hold, set at the top of the manhole at site complete as per manufacturer's instruction and as directed by Engineer-in-Charge. |
| 23 | M&L type B-1 1:2:4 (20mm graded stone aggregate) providing RCC precast cement concrete as in cover slab for man hole and similar article with plain face set in cement mortar 1:6. complete all as specified and directed. |
| 24 | M&L TMT bars 10mm dia, and over cut to length bent to shape required including cranking, bending spirally for hoping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia quality confirming to Fe 410-5. complete all as specified and directed. |
| 25 | Taking out/dismantling of existing Rain water pipe of any size including all fittings and removal off the site complete all as specified and directed. |
| 26 | S & F for PVC (SWR) pipes of 110 mm dia single socketed in any length with rubber ring joints fixed to walls, including with clamps etc., complete and jointed. |
| 27 | S & F for PVC (SWR) pipes of 75 mm dia single socketed in any length with rubber ring joints fixed to walls, including with clamps etc., complete and jointed. |
| 28 | S & F in repair PVC (SWR) bends any radius of 110 mm bore with access door complete all as specified and directed. |
| 29 | S & F in repair PVC (SWR) bends any radius of 75 mm bore with access door complete all as specified and directed. |
| 30 | S & F PVC (SWR) reducers of 110 mm bore complete all as specified and directed. |
| 31 | S&F 75mm PVC (SWR) vent cowl complete all as specified and directed. |
| 32 | S&F 110mm PVC (SWR) junction single (single T) equal or unequal complete all as specified . |
| 33 | S&F 75mm PVC (SWR) junction single (single T) equal or unequal complete all as specified . |
| 34 | Dismantling floor/hearth or wall tiling including cement mortar bedding (but not backing), removing rubbish off the premises as directed. |
| 35 | M&L for coloured non skid (joint free) 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 including 15 mm thick screed bed in cement mortar 1:6. complete all as specified and directed. |
| 36 | M&L for coloured non skid (joint free) ceramic tiles 7 to 8 mm thick (Square /rectangular) area of each tile exceeding 0.11sqm but not exceeding 0.18 sqm, in floors etc set and jointed in neat cement slurry and including 15 mm thick screed bed in cement mortar 1:6. complete all as specified and directed. |
| 37 | M&L for Chequered Cement concrete tiles 30cm x 30cm x 25mm thick, set jointed and pointed in neat cement slurry in floors over and including 15mm thick screed bed in cement mortar 1:4, with grey cement and pigments complete all as specified and directed. |
| 38 | S & F in repairs vitreous china wash down water closet (pedestal pattern), white including thermoplastic seats and covers of grade 2 type, flat with hinging device of bronze or brass with nickel chromium plating, fixing bolt, connector to flush pipe and making connections to flush pipe, connector to branch soil pipe and anti syphonage pipes etc. including sealing the joints and making leak proof using sealant complete all as specified and as directed by Engineer-in-Charge. |
| 39 | S & F in repair 10 litre capacity PVC low level flushing cistern with all accessories complete fixed with WC including syphone pipe, PVC flushing pipe of size complete (w/o brackets) complete all as specified and as directed. |
| 40 | S & F in repair flush pipe of polyethylene of low or high density of PVC, 32 mm dia, for low level cistern complete all as specified and as directed |
| 41 | S & F in repair grating square 150mm size of PTMT (minimum 100 gms) complete all as specified and as directed |
| 42 | M & L for cement concrete type B-0 1:2:4 (12.5mm graded stone aggregate) in cills, steps, plinth courses, string courses, lacing courses, parapets, copings, kneelers, apex stones, bed plates, kerbs water troughs and the like including weathering, slightly rounded for chamfered angles and throating, as directed rounded or chamfered on edges all as specified. |
| 43 | Taking up or down steel tubing and connection including cleaning for refixing or removed to store, 15 mm dia bore. |
| 44 | Fixing only 15mm dia bore old steel tubing after necessary cleaning, with and including all new tube fittings (such as bends, elbows, tees, short pieces, connectors, back nuts, diminishing pieces, caps, plugs and unions, etc.) and fixing complete with clips, wall hooks, wooden plugs, or laying in trenches, etc and necessary connections in old position (Walls, ceiling, floors, etc.) complete all as specified and as directed |
| 45 | S&F GI tubing 15mm bore medium grade with all fittings and fixed complete to wall and ceiling or laid in floors. |
| 46 | S&F in repair CPVC pipes laid in floors/ trenches with outer dia 16 mm dia with all fittings and fixtures complete all as specified and directed complete all as specified and as directed |
| 47 | M & L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and as directed. |
| 48 | M&L for RCC 1:1.5:3 type A1 (20 mm graded crushed stone aggregate) nominal mix as in slab supported on wall, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed. |
| 49 | Cutting into existing manholes 150mm dia pipe 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 B1 smooth finished and reforming benching as required complete . |
| 50 | Cutting into existing manholes 200mm dia pipe 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 B1 smooth finished and reforming benching as required complete all as specified and as directed. |
| 51 | Cleaning of Septic Tanks (diffrent capacity & locations) by opening Cover, Pumping out Sewage Water and Taking out accumulated Night Soil, Sludge’s, Brick Bats or any Other Items, (both Solid and Liquid) and removing to a distance exc 50.00 METRE but not exc. 100.00 METRE, and buried under Ground (minimum 300 mm below Ground Level), Sprinkling Bleaching Powder on deposited Sludge’s at Pit including Excavation of Pits, Returning, Filling in and dress-ing of Surplus Soil/Ground to Slope as required, again Spreading Bleaching Powder on Filled Earth and upto 1.00 METRE around the Trenches/Pit not less than 500 GRAMS PER SQUARE METRE, re-fixing the Cover after complete Cleaning of Septic Tank of following capacity & Nos, complete all as specified and as directed. Please Enable Macros to View BoQ information |
