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| 1 | Earth work in Cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required lavels and slops and also including 1.5 m lift and 30 m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge etc. all complete. (4-Chapter Si.No.3) |
| 2 | Cartage of Malva, Silt, sludge kankar and other disposable organic material etc. all complete with labour T&P including cartage of 8 km. (Chapter No.3 Si.No.8) |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (22.40-53mm) specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. |
| 4 | Providing and applying Primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (As per Attached Analysis) |
| 5 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Enginee-in-Charges. (20-Chapter Analysis rate) |
| 6 | Providing & Applying Tack Coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30Kg/Sqm. On the prepared primed granular/old painted surface. Cleaned with air compressor. Including all Taxes, Material, Labour, T&P etc required for proper completion of the work. (For Bituminous Surface). (Chapter No.20 Si No.9) |
| 7 | Providing and laying bituminous concrete (Grading-II) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 as per approved job mix formula which ever is higher of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification 5th revision clause No. 509 complete in all respects including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Enginee-in-Charges. (20-Chapter Analysis rate) |
| 8 | Road Marking with Hot Applied Thermoplastic Compound with Reflectrosing Glass Beads on Bituminous Surface. Providing & Laying of hot applied thermoplastic compound 2.5mm thick including reflecto rising glass beads @ 250gm/Sqm. Area, thickness of 2.5mm is exclusive of surface applied glass, beads as per I.R.C. 35. The finish surface to be level uniform and free form steaks and holes composition of thermoplastic material shall be as per table 800-3 of clause 803 of MORTH including cost of work as per direction E/IC. (Chapter-28 Si.No.2) |
| 9 | Supply and Fixing Cat EYE including supply of all material, loabour, T&P etc. all complete. (Chapter No.28 Si.No.5b) |
| 10 | Supply & Fixing Granite Stone Work Display Board (Size 2.50ft x 4.00ft) including Painting, Lettering etc. all complete. (None Schedule) |
| 11 | Sub Total (A) |
| 12 | Add / Deduction For Estimate Figure Amount Match |
| 13 | Grand Total Please Enable Macros to View BoQ information |
