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| 1 | Construction of sewer pumping stationfor yashoda nagar colony manduadih |
| 2 | Excavation up to following depths below G.L. for laying sewer line, manholes in ordinary soil (earth, sand, loam & clay) including cutting of joints pits ramming dressing, leveling, refilling of trenches in 20cm layer watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50m from the centre of trenches.a) 00.00m – 01.50m B.G.L. |
| 3 | b) 01.50m – 03.00m B.G.L. |
| 4 | c) 3.0 m – 04.500m B.G.L |
| 5 | d) 04.50 m – 06.00 m B.G.L. |
| 6 | R.C.C. work with cement, coarse sand and 20 mm gauge approved stone ballast in proportion of 1:1.5:3 in columns excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50 mm thick binding wire (to be supplied by the contractor) including necessary centering and shuttering, supply of all materials, labour, T&P etc. required for proper completion of the work.a) Column 1x4 |
| 7 | b) Beam 1x2 |
| 8 | c) Slab 1x1 |
| 9 | d) Wall 1x1 |
| 10 | Mild steel or iron work in plane work such as in R.C.C work (When not included in over all rates) wrought to the required shape as necessary including bending for the completion of work and including supply of all materials, labours, T&P etc. complete.a) Column @1.0% |
| 11 | b) Beam @1.0% |
| 12 | c) Slab @1.0% |
| 13 | d) Wall @1.25% |
| 14 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. inside Inlet Chamber up to top of wall:Concrete work |
| 15 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing ininlet chamber with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 16 | Providing and fixing 1.00m high Railing made up of 25mm diameter GI pipe (in three rows) fixed with 75x50x6 MS angles including supply of all materials labour and T&P etc for proper completion of work also including one priming coat & two coat of painting. |
| 17 | Excavation up to following depths below G.L. for laying sewer line, manholes in ordinary soil (earth, sand, loam & clay) including cutting of joints pits ramming dressing, leveling, refilling of trenches in 20cm layer watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50m from the centre oftrenches.a) 00.00m – 01.50m B.G.L. |
| 18 | b) 01.50m – 03.00m B.G.L. |
| 19 | R.C.C. work with cement, coarse sand and 20 mm gauge approved stone ballast in proportion of 1:1.5:3 in columns excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50 mm thick binding wire (to be supplied by the contractor) including necessary centering and shuttering, supply of all materials,labour, T&P etc. required for proper completion of the work.a) Column |
| 20 | b) Beam |
| 21 | c) Slab |
| 22 | d) Wall |
| 23 | Mild steel or iron work in plane work such as in R.C.C work (When not included in over all rates) wrought to the required shape as necessary including bending for the completion of work and including supply of all materials, labours, T&P etc. complete.a) Column @1.0% |
| 24 | b) Beam @1.0% |
| 25 | c) Slab @1.0% |
| 26 | d) Wall @1.25% |
| 27 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface,etc. complete. inside Inlet Chamber up to top of wall:Concrete work |
| 28 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing ininlet chamber with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 29 | Providing and fixing MS stair for entering in to silt catching basin as per satisfaction of Engineer in charge including supply of all materials labour and T&P etc for propercompletion of work. |
| 30 | Providing and fixing 1.00m high Railing made up of 25mm diameter GI pipe (in three rows) fixed with 75x50x6 MS angles including supply of all materials labour and T&P etc for proper completion of work also including one priming coat & two coat of painting. |
| 31 | Excavation up to following depths below G.L. for laying sewer line, manholes in ordinary soil (earth, sand, loam & clay) including cutting of joints pits ramming dressing, leveling, refilling of trenches in 20cm layer watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50m from the centre of trenches.a) 00.00m – 01.50m B.G.L. |
| 32 | b) 01.50m – 03.00m B.G.L. |
| 33 | c) 3.0 m – 04.500m B.G.L. |
| 34 | d) 04.50 m – 06.00 m B.G.L. |
| 35 | e) 6.00 m – 07.50 m B.G.L. |
| 36 | f) 7.50 m – 09.00 m B.G.L. |
| 37 | g) 9.00 m – 10.5 m B.G.L. |
| 38 | Reinforced cement concrete (M-30) with 20 mm gauge approved stone ballast, coarse sand & cement in the proportion 1:1:2 in foundation footing and other structures etc. including supply of reinforcement and its bending but including its fixing binding wire (to be supplied by the contractor) and including necessary shuttering supply of all materials labour, T&Petc. required for proper completion of the work.a) Top Slab |
| 39 | b) Bottom Slab |
| 40 | c) Vertical Walls |
| 41 | Mild steel or iron work in plane work such as in R.C.C work (When not included in over allrates) wrought to the required shape as necessary including bending for the completion of work and including supply of all materials, labours, T&P etc. complete.a) Top Slab @1.0% |
| 42 | b) Raft @1.0% |
| 43 | c) Wall @1.25% |
| 44 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface.a) Inside Wall |
| 45 | b) Top Slab |
| 46 | Providing and fixing CI foot steps (PVC encapsulated) for entering in to inlet chamber as per satisfaction of Engineer incharge including supply of all materials labour and T&P etc. |
| 47 | Providing and fixing 1.00m high Railing made up of of 25mm diameter GI pipe (in three rows ) fixed with 75x50x6 MS angles including supply of all materials labour and T&P etcfor proper completion of work. |
| 48 | Sinking of well 5m dia. (external) in ordinary soil.a) 0.0 - 1.5m deep |
| 49 | b) 1.5 - 3.0m deep |
| 50 | c) 3.0 - 6.0m deep |
| 51 | d) 6.0 - 9.0m deep |
| 52 | Construction of pump house building including door, window, rolling shutter, internalelectrical fitting, and provision for gantry etc. complete.(on pile foundation) |
| 53 | Supply & Installation of 600 LPM 15m head non clog submersible type pump set which include main piping valve and accessories complete in all respect.(one running & one stand by) |
| 54 | Bar screen and sluice gate |
| 55 | Automation |
| 56 | 150 mm D.I -K7 rising main |
| 57 | Power Connection |
| 58 | Laying of 300 mm NP 3 sewer line network with material labour t&P including road restoration house connection etc all complete. Please Enable Macros to View BoQ information |
