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| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 2 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: |
| 4 | 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 5 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil |
| 6 | (a) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 7 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work |
| 8 | (a) 50 mm dia nominal bore |
| 9 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : |
| 10 | (a) 50 mm nominal bore |
| 11 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : |
| 12 | (a) 80 mm dia Ductile Iron Class K-9 pipes |
| 13 | (b) 100 mm dia Ductile Iron Class K-9 pipes |
| 14 | (c) 150 mm dia Ductile Iron Class K-9 pipes |
| 15 | Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 : |
| 16 | (a) Up to 600 mm dia |
| 17 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket |
| 18 | (a) 80 mm dia pipe |
| 19 | (b) 100 mm dia pipe |
| 20 | (c) 150 mm dia pipe |
| 21 | Providing and fixing CI flange adaptor for CI/DI pipes and cost of rubber gasket i/c cutting existing cracked pipes i/c making water line leak proof i/c testing of joints |
| 22 | (a) : 80 mm dia pipe |
| 23 | (b) : 100 mm dia pipe |
| 24 | (c) : 150 mm dia pipe |
| 25 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. |
| 26 | Providing and fixing Polyethelene-Aluminium- Polyethelene PE-AL-PEComposite Pressure Pipes conforming to IS : 15450, U.V. stabilized withcarbon black having thermal stability for hot & cold water supply, capableto withstand temperature up to 80°C, including all special fittings ofcomposite material (engineering plastic blend and brass inserts whereverrequired) e.g. elbows, tees, reducers, couplers & connectors etc., withtrenching, refilling and testing of joints complete as per direction of theengineer in charge. |
| 27 | 2532 (32 mm OD ) pipe |
| 28 | 3240 (40 mm OD ) pipe |
| 29 | Applying Correction Factor @0.973 = 1939727.74 |
| 30 | Conditions:- 1) The agency will bear all the challan/penalty imposed by any civic agency and other local authorities. 2) All the safety measures should be taken by agency, in case of any mishappening agency will be solely responsible for it. Please Enable Macros to View BoQ information |
