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| 1 | Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc. (a) Depth upto 1.5 mtr. |
| 2 | (b) Depth upto 1.5 to 2.25 mtr. |
| 3 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 4 | First class brick masonary 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth including supply recarriage of bricks cement . |
| 5 | 10mm thick cement plaster 1.4 on sides walls (-) Rs.1.25/- for scaffolding. |
| 6 | 10mm thick cement plaster 1:4 on bed and top. |
| 7 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement |
| 8 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle |
| 9 | Cement concrete 1:4:8 with brick ballast 40mm gauge |
| 10 | Lowering, jointing and cutting of RCC NP-2 plain end pipes 250 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 11 | Lowering, jointing and cutting of RCC NP-2 plain end pipes 300 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 12 | Lowering, jointing and cutting of RCC NP-2 plain end pipes 350 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 13 | Lowering, jointing and cutting of RCC NP-2 plain end pipes 400 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 14 | Lowering, jointing and cutting of RCC NP-2 plain end pipes 450 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 15 | Lowering, jointing and cutting of RCC NP-2 plain end pipes 500 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 16 | Lowering, jointing and cutting of RCC NP-2 plain end pipes 600 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 17 | Lowering, jointing and cutting of RCC NP-2 plain end pipes 700 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 18 | Lowering, jointing and cutting of RCC NP-2 plain end pipes 800 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 19 | Lowering, jointing and cutting of RCC NP-2 plain end pipes 150 mm dia for vent pipe into Trenches and laying same to correct alignment as per IS 458:2003 ( @2.50 metre / No) |
| 20 | Wrought Iron and mild steel ladders, framed grills, grating etc. complete fixed in position in D-tank |
| 21 | Providing & fixing M.S. foot rests made of 23x25 mm square bar including fixing in Haudis complete with cement concrete 1:2:4 |
| 22 | Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators) 200mm Dia |
| 23 | Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators) 225mm Dia |
| 24 | Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators) 250mm Dia |
| 25 | Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators) 280mm Dia |
| 26 | Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators) 300mm Dia |
| 27 | Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators) 350mm Dia |
| 28 | Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators) 400mm Dia |
| 29 | Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators) 450mm Dia |
| 30 | Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators) 500mm Dia |
| 31 | Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators) 600mm Dia |
| 32 | Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators) 700mm Dia |
| 33 | Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators) 800mm Dia |
| 34 | Centreing &shuttering for Concerte faces |
| 35 | Providing & Fixing of Steel Shutter Gate Assembly in Main Pipeline complete in all respect. 200mm dia |
| 36 | Providing & Fixing of Steel Shutter Gate Assembly in Main Pipeline complete in all respect. 225mm dia |
| 37 | Providing & Fixing of Steel Shutter Gate Assembly in Main Pipeline complete in all respect. 250mm dia |
| 38 | Providing & Fixing of Steel Shutter Gate Assembly in Main Pipeline complete in all respect. 280mm dia |
| 39 | Providing & Fixing of Steel Shutter Gate Assembly in Main Pipeline complete in all respect. 300mm dia |
| 40 | Providing & Fixing of Steel Shutter Gate Assembly in Main Pipeline complete in all respect. 350mm dia |
| 41 | Providing & Fixing of Steel Shutter Gate Assembly in Main Pipeline complete in all respect. 400mm dia |
| 42 | Providing & Fixing of Steel Shutter Gate Assembly in Main Pipeline complete in all respect. 450mm dia |
| 43 | Providing & Fixing of Steel Shutter Gate Assembly in Main Pipeline complete in all respect. 500mm dia |
| 44 | Providing & Fixing of Steel Shutter Gate Assembly in Main Pipeline complete in all respect. 600mm dia |
| 45 | Providing & Fixing of Steel Shutter Gate Assembly in Main Pipeline complete in all respect. 700mm dia |
| 46 | Providing & Fixing of Steel Shutter Gate Assembly in Main Pipeline complete in all respect. 800mm dia |
| 47 | Dismantling of Brick work in Cement |
| 48 | Earthwork excavation in ordinary soil exclusive of compensation of earth, kassi work undressed involving an average horizental throw upto 2 Mtr and an average vertical lift upto 0.5 mtr including breaking of clods |
| 49 | Earthwork undressed with combined lead upto 15 mtr including breaking of clods Item no.(Item no.6.2(b)) |
| 50 | Dressing of new earthwork (Item No.6.3(i)) |
| 51 | E/work filling in 0.152 mtr layers in foundation including ramming, watering and consolidation under bed |
| 52 | Rehandling of earthwork recently deposited after excavation (Item 6.2(a)-20%) |
| 53 | Dag belling, single kassi stroke with minimjm of 7.5 cm depth (Item no.6.18(a)) |
| 54 | Dressing of bed and preparation of sub grade for lining (Item no.19.1) |
| 55 | Providing and laying brick ballast (Item 10.30) |
| 56 | Providing and laying brick bats (Item 10.29) |
| 57 | Supply of RCC shutter with one extra frame for nakka and branch offtakes |
| 58 | Fixing of Shutter and Frames for Nakka and Branch Offtakes |
| 59 | Providing and laying cement concrete 1:6:12 |
| 60 | Supplying & Laying Dry Brick Bats |
| 61 | Cold twisted deformed (ribber/tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C works, wherer not included in the complete rate of R.C.C including bending, binding and placing in position complete |
| 62 | Reinforced cement concrete 1:2:4 hand mixed |
| 63 | Lowering, jointing and cutting of UPVC pipes 200 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends with solvent and fixing in all depths complete in all respect including cost of loading unloading & carriage of 59.2 km. |
| 64 | Lowering, jointing and cutting of UPVC pipes 225 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends with solvent and fixing in all depths complete in all respect including cost of loading unloading & carriage of 59.2 km. |
| 65 | Lowering, jointing and cutting of UPVC pipes 250 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends with solvent and fixing in all depths complete in all respect including cost of loading unloading & carriage of 59.2 km. |
| 66 | Lowering, jointing and cutting of UPVC pipes 280 mm dia with RCC collars & laying same to correct gradient and alignment and jointing ends with solvent and fixing in all depths complete in all respect including cost of loading unloading & carriage of 59.2 km. |
| 67 | Providing and fixing of G.I pipe 50 mm for air vent valve complete in all respect to the specification of engineer in charge |
| 68 | Providing and fixing Elbow/bends of 90 degree 4 kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge (200mm) |
| 69 | Providing and fixing Elbow/bends of 45 degree 4 kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge(200mm) |
| 70 | Providing and fixing equal Tee of 4 kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge (200mm) |
| 71 | Providing and fixing MS service Sadle of 4 kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge (200mm *50 mm) |
| 72 | Providing and fixing Tail end piece 200 mm of 4 kg/cm2 pressure as per IS 4985 i/c testing commisioning complete in all respect to the satisfaction of engineer in charge |
| 73 | Providing and fixing Elbow/bends of 90 degree 4 kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge (225mm) |
| 74 | Providing and fixing Elbow/bends of 45 degree 4 kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge(225mm) |
| 75 | Providing and fixing equal Tee of 4 kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge (225mm) |
| 76 | Providing and fixing MS service Sadle of 4 kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge (225mm *50 mm) |
| 77 | Providing and fixing Tail end piece 225 mm of 4 kg/cm2 pressure as per IS 4985 i/c testing commisioning complete in all respect to the satisfaction of engineer in charge |
| 78 | Providing and fixing Elbow/bends of 90 degree 4 kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge (250mm) |
| 79 | Providing and fixing Elbow/bends of 45 degree 4 kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge(250mm) |
| 80 | Providing and fixing equal Tee of 4 kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge (250mm) |
| 81 | Providing and fixing MS service Sadle of 4 kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge (250mm *50 mm) |
| 82 | Providing and fixing Tail end piece 250 mm of 4 kg/cm2 pressure as per IS 4985 i/c testing commisioning complete in all respect to the satisfaction of engineer in charge |
| 83 | Providing and fixing Elbow/bends of 90 degree 4 kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge (280mm) |
| 84 | Providing and fixing Elbow/bends of 45 degree 4 kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge(280mm) |
| 85 | Providing and fixing equal Tee of 4 kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge (280mm) |
| 86 | Providing and fixing MS service Sadle of 4 kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge (280mm *50 mm) |
| 87 | Providing and fixing Tail end piece 280 mm of 4 kg/cm2 pressure as per IS 4985 i/c testing commisioning complete in all respect to the satisfaction of engineer in charge |
| 88 | Providing & fixing air valve |
| 89 | Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc.© Depth upto 2.25 to 3.00 Mtr |
| 90 | Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc.(D) Depth upto 3.0 to 4.5 Mtr Please Enable Macros to View BoQ information |
