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| 1 | Construction of STP-1 No. (200 KLD) for proven Technology to deliver desired effluent parameters should be BOD<10mg/l, TSS< 10mg/l, N<10mg/l, Fecal Coliform<100 & COD<50mg/l as per site requirement and coarse screen with grit chamber including Survey, Soil Investingation if required, design and drawing, supply of all required materials, labour, T&P etc. all complete for proper completion of the work as per directon of E/I. |
| 2 | Construction of STP-1 No. (300 KLD) for proven Technology to deliver desired effluent parameters should be BOD<10mg/l, TSS< 10mg/l, N<10mg/l, Fecal Coliform<100 & COD<50mg/l as per site requirement and coarse screen with grit chamber including Survey, Soil Investingation if required, design and drawing, supply of all required materials, labour, T&P etc. all complete for proper completion of the work as per directon of E/I. |
| 3 | Construction of RCC Drain |
| 4 | Excavation in ordinary/kankar soil in trenches with lift upto 1.5m and lead upto 50m refilling of excavated earth into trenches and removal and disposal of surplus earth with in a distance of 50m from centre of the trenches. |
| 5 | 0.00 - 1.50 M deep |
| 6 | Cement concrete with 20mm gauge approved stone ballast, Coarse sand and cement in proportion 8:4:1 including supply of all materials, labour T&P etc. required for proper completion of work below GL. |
| 7 | RCC work with cement, coarse sand and 20mm gauge stone grit in proportion of 1:1½:3 (excluding cost of reinforcement and its bending) but including its fixing and binding with 0.50mm thick binding wire (to be supplied by the contractor) and necessary shuttering, supply of all materials, labour T&P etc. required for proper completion of work. |
| 8 | RCC Bedding |
| 9 | RCC Wall |
| 10 | Drain Cover |
| 11 | Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage. |
| 12 | Steel reinforcement @1.5% Of RCC Qty |
| 13 | Construction of Leach Pit with Silt Chamber |
| 14 | Excavation in ordinary/kankar soil in trenches lead upto 50m refilling of excavated earth into trenches and removal and disposal of surplus earth with in a distance of 50m from centre of the trenches. |
| 15 | 0.00 - 1.50 M deep |
| 16 | Silt Chamber |
| 17 | Leah - Pit |
| 18 | 1.50 - 3.00 M |
| 19 | Leach Pit |
| 20 | 3.0 - 4.5 M |
| 21 | Leach Pit |
| 22 | Cement concrete with 20mm gauge approved stone ballast, Coarse sand and cement in proportion 8:4:1 including supply of all materials, labour T&P etc. required for proper completion of work below GL. |
| 23 | Silt Chamber PCC Base |
| 24 | Leach Pit Base |
| 25 | RCC work with cement, coarse sand and 20mm gauge stone grit in proportion of 1:1½:3 (excluding cost of reinforcement and its bending) but including its fixing and binding with 0.50mm thick binding wire (to be supplied by the contractor) and necessary shuttering, supply of all materials, labour T&P etc. required for proper completion of work. |
| 26 | Silt Chamber RCC Cover |
| 27 | Leach pit RCC Slab (including Removable cover) |
| 28 | Mild steel or iron work in plain work such as in RCC work wrought to required shape as necessary including bending for proper completion of the work including supply of the steel and wastage. |
| 29 | Steel reinforcement @1.5% Of RCC Qty |
| 30 | First class brick work in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for the proper completion of the work. |
| 31 | Silt Chamber |
| 32 | Long Wall |
| 33 | Short wall |
| 34 | Leach pit |
| 35 | Lower Side |
| 36 | Tappered Portion |
| 37 | Top Brick work |
| 38 | 12 mm thick plaster with cement and coarse sand mortar I:4 over brick work minimum thickness not to be less than 10 mm including supply of all material, labour T & P etc. required for proper completion of work. |
| 39 | Silt Chamner |
| 40 | Long Wall |
| 41 | Short Wall |
| 42 | Outer Wall |
| 43 | Top Long Wall |
| 44 | Top Short Wall |
| 45 | Leach Pit |
| 46 | Lower Side |
| 47 | Tapperad Portion |
| 48 | Top Brick Work |
| 49 | Honey Comb |
| 50 | Excavation for sewer pipe line in ordinary/kankar soil in trenches with lift upto 1.5m and lead upto 50m refilling of excavated earth into trenches and removal and disposal of surplus earth with in a distance of 50m from centre of the trenches. |
| 51 | 110 mm Dia |
| 52 | 75/80 mm Dia |
| 53 | Supply of U-PVC Pipes (Working Pressure 4 Kg/cm2 ) Single Socketed pipe & Specials complete. |
| 54 | 75 mm Dia |
| 55 | 110 mm Dia |
| 56 | Carting of following sizes of pipes & specials from store to site of works (within 8 Kms.), lowering & fixing them into trenches and laying true to alignment including jointing, testing and cutting of pipes. |
| 57 | 100/110 mm Dia |
| 58 | 75/80 mm Dia |
| 59 | Honey-comb brick work 10 / 11.4 cm thick with common burnt clay bricks of class designation 7.5 in super structure above plinth level upto floor V level with cement mortar 1:4 (1 cement : 4 coarse sand) including supply of all labour, material, T&P etc. for proper completion of the work. |
| 60 | For Leach pit Please Enable Macros to View BoQ information |
