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| 1 | Excavation by mechanical means (hydraulic excavation/ manual means) over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm in plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m as directed by engineer incharge. |
| 2 | Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete. |
| 3 | Pipe Size 15mm dia |
| 4 | Pipe Size 20mm dia |
| 5 | Pipe Size 65mm dia |
| 6 | Providing and fixing of PVC of following dia 06 kg/sqem with all materials, carting upto site of work, laying and jointing in trenches with down pipes including all PVC plain ended or threaded fittings, PVC solvent cement, all labour, T&P etc. with testing of pipe line complete in all respects. |
| 7 | PVC Pipe 63mm |
| 8 | PVC Pipe 110mm |
| 9 | Excavation by mechanical means (hydraulic excavation/manual means) over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm in plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m as directed by engineer incharge. |
| 10 | for CWR |
| 11 | Supply of all materials, Inbour, T&P etc and construction of R.C.C. of following capacities (in kiloliters) with M.S. Iadder outside and inside of the tank, M.S. M.H. cover with locking arrangement, supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover, etc. complete with approved water proofing (apex)/enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8.00 MT/M2 |
| 12 | CWR 10 KL |
| 13 | CWR 30 KL |
| 14 | Disposal of excess excavated soil from CWR site by mechanical means incl. its loading and unloading but excluding its stacking lead is taken as 10 km |
| 15 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of engineer -in-charge. |
| 16 | PCC 1:2.5:5 (1 cement: 2.5 coarse sand: 5 graded stone cum aggregate 20 mm nominal size) for repair work. |
| 17 | Construction of R.R Stone masonary work in 1:6 (1 cement, 6 core sand) cement motar for protection of cwr. |
| 18 | Construction of RCC filter chamber Size-1.25x1.25x1.10 mtr incl RCC top slab 1:2:4 mix, necessary excavation foundation concrete with all material, labour, T&P etc. complete in all respect. As per Unit Estimate |
| 19 | Construction of C.R masonary chamber 60x45x50 cms cement plastering 12 mm thick finished with a floating coat of neat cement complete as per strandard design with all material, labour, T&P etc. complete in all respect |
| 20 | Construction of percolation pit of dia 2.00 mtr & 4.00 mtr deep with all material, labour, T&P etc. complete in all respect. As per Unit Estimate |
| 21 | Supply & fixing of Half turn PVC valve 110 mm dia |
| 22 | Providing & installation of sign board of MS steel & angle iron with painting/ writing work etc. |
| 23 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm with zinc coating 120 gram per sqm as per IS 277,in 240 mpa steel grade,5-7 microns epoxy primer on both side of the sheet polyster top coat 15-18 microns using self drilling/self tapping screws complete. |
| 24 | Gutter (600mm over all) |
| 25 | Miscellaneous such as printing, binding of estimate, photographes and small repair work of floor. Please Enable Macros to View BoQ information |