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| 1 | Working charge |
| 2 | 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. |
| 3 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 4 | 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 |
| 5 | 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. |
| 6 | 100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia. |
| 7 | 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. |
| 8 | OD182773/2025-2026:Shifting /Changing water supply/PH connections from the existing pvc line to the newly laid 90mm pvc line aftertapping including cost of pipe and specials, earth work excavation for trenches and labour charges etc. complete. |
| 9 | OD182770/2025-2026:Interconnection with existing110mmHDPE pipe with newly laid 90mm PVC pipe by using suitable specials as per the direction of departmental officers. |
| 10 | OD182772/2025-2026:Interconnection with existing 140mm pvc pipe with newly laid 90mm PVC pipe by using suitable specials as per the direction of departmental officers. |
| 11 | OD184706/2025-2026:Interconnection with existing 63mm pvc pipe with newly laid 90mm PVC pipe by using suitable specials as per the direction of departmental officers. |
| 12 | OD187239/2025-2026:Providing 90mm pvc bend |
| 13 | OD182771/2025-2026:providing pvc end cap to 90mm pvc pipe. |
| 14 | OD187235/2025-2026:Providing 90mm pvc tee |
| 15 | 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 |
| 16 | 4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 gradedstone aggregate 40 mm nominal size derived from natural sources) Please Enable Macros to View BoQ information |
