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| 1 | working charges |
| 2 | 16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 3 | 15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge. |
| 4 | 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. |
| 5 | 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. |
| 6 | 100.9.11:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 160 mm nominal outside diameter pipes. |
| 7 | 100.9.6:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 63 mm nominal outside diameter pipes. |
| 8 | 100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes. |
| 9 | 100.98.211:Supply of PVC Pipe, 6kg/cm2, 63mm Dia. |
| 10 | 100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia. |
| 11 | 100.98.216:Supply of PVC Pipe, 6kg/cm2, 160mm Dia. |
| 12 | OD285013/2025-2026:Providing and fixing a 160 mm PVC bend |
| 13 | OD285014/2025-2026:Providing and fixing 160mm PVC end cap |
| 14 | OD285016/2025-2026:providing and fixing 90mm PVC end cap |
| 15 | OD285269/2025-2026:Interconnection with existing 160mm pvc line to Newly laid 160 mm pvc line using 160mm Tee, 160mm CIR joint (3Sets) including earth work excavation , cost and conveyance of all materials and labour charges etc. complete. |
| 16 | OD292381/2025-2026:Interconnecting newly laid 90 mm PVC pipe/63 mm PVC to existing 90/63mm PVC line using tee/reducer tee/reducer/saddle, including labor charges, etc., complete as per the direction of the engineer in charge. |
| 17 | 50.18.9.20.8:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia End cap |
| 18 | OD306458/2025-2026:Changing water supply connections upto160 mm PVC pipe using PVC service saddle of suitable size,20mm PVC pipe,20mm MTA,20mm elbow and other required specials, including Materials, labourcharges, etc., complete as per the direction ofthe engineer in charge |
| 19 | 16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 |
| 20 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 21 | 16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.) Please Enable Macros to View BoQ information |
