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| 1 | Working charge |
| 2 | 15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road |
| 3 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. |
| 4 | 100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete. |
| 5 | 100.98.1008:Engaging Coolie. |
| 6 | 100.98.1009:Engaging Fitter ( grade 1). |
| 7 | 100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals. |
| 8 | 100.98.158:Supply of HDPE Pipe PE 100 (IS 4984/1995), 10kg, 160mm Outer Dia. |
| 9 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 10 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 11 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 12 | OD43642/2024-2025: Conveying and laying cement concrete sleeves(split rings) for supporting the HDPE pipe in the alignment , blting the sleeves to fix around HDPE pipe including all charges of conveyance, cost of nut and bolt, labour for placing in position, toeing etc complete |
| 13 | OD43643/2024-2025:Interconnecting the existing 63mm PVC pipe to 160mm HDPE/PVC by using 150 x 50 mmMS saddle clamp and 63 mm PVC threaded adapter, 63mm PVC pipe (6kg/cm2) requiredquantity etc. supplied by the contractor and placing in position ,jointing with solvent cementand testing to the required test pressure,including cost of saddle clamp,adapter,labour chargesand hire for tools,etc..complete. |
| 14 | OD43644/2024-2025:Interconnecting the newly laid 160 mm HDPE to the existing 160mm PVC pipe by using CIR joints/ socket and pipe joints / Flanged tail piece etc. complete as per direction of departmental officers |
| 15 | OD43646/2024-2025:Shifting the public hydrants/ house connections with 20mm ASTM pipe and specials from theexisting line to the newly laid pipes at different places |
| 16 | 15.60:Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved |
| 17 | 16.79:Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge. |
| 18 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) Please Enable Macros to View BoQ information |
