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| 1 | Appendix A -Working charges |
| 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 | 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 | 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 | 2.20.1:Open timbering in trenches including strutting and shoring complete ( measurements to be taken of the face area timbered ):Depth not exceeding 1.5 m |
| 7 | 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. |
| 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 | 100.98.1008:Engaging Coolie. |
| 10 | OD317456/2025-2026:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 90 mm dia Bend |
| 11 | OD330856/2025-2026: Providing and fixing PVC moulded fittings /accessories for rigid PVC pipes inculding jointing with PVC solvent cement -90mm dia TEE |
| 12 | OD317455/2025-2026: Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 90mm dia End Cap |
| 13 | OD317642/2025-2026:Providing & Fixing PVC moulded fittings/ accessories for rigid PVC Pipes, including jointing with PVC solvent cement- 90mm dia PVC MTA |
| 14 | 100.12.8:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 80mm diameter nominal bore. |
| 15 | OD317643/2025-2026:Providing and fixing GI moulded fittings /accessories for Rigid GI pipes - 80 mm dia GI Bend |
| 16 | OD319624/2025-2026:Providing and fixing GI moulded fittings/ accessories for Rigid GI piped- 80 mm dia GI Coupling |
| 17 | OD317487/2025-2026:Disconnecting and shifting the house connection to the newly laid 90 mm PVC including all labour charges, material charges and hire charges for tools and plants as per the direction of the departmental officer. |
| 18 | OD317486/2025-2026:Interconnecting newly laid 90 mm PVC with existing 63/75/90/110 mm PVC pipe includingall labour charges material charges etc. completed as per direction of departmental officer |
| 19 | 100.32.1:Conveying and fixing C. I. Single Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 25mm Single Acting Air Valve. |
| 20 | OD320649/2025-2026:Fabricating, Supply and fixing MS Clamps using 40 x 40 x 5 mm thick MS Angles for supporting newly laid 80 mm GI Pipe to the culvert sides, the charges including cost of all labours and materials including cutting , grinding, welding, painting, drilling and hire charges for tools and plants etc. complete. |
| 21 | 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) |
| 22 | OD330862/2025-2026:Providing and fixing C.I. sluice valve (with cap) covered by CI surface box & complete with bolts, nuts, rubber insertion etc. including tail pieces : 80 mm diameter |
| 23 | Appendix B- Material charges |
| 24 | 100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia. |
| 25 | OD319017/2025-2026:Supply of 80mm GI Pipe |
| 26 | 100.98.440:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm. |
| 27 | Appendix C-Road restoration by tarring |
| 28 | 3.1:Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres. |
| 29 | 4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method |
| 30 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 31 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. |
| 32 | 5.9.1.a:Providing, laying and rolling of open-graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscosity Grade paving Bitumen( VG -30) to the required line, grade, and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hour, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to the required level and grades. Please Enable Macros to View BoQ information |
