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| 1 | Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. |
| 2 | All kinds of soil |
| 3 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres |
| 4 | Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. |
| 5 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. (Rate is inclusive of all material labours machineries etc.) |
| 6 | Sub- base with stone aggregate 90 mm to 45 mm including stone screening 13.20 mm. |
| 7 | base with course with stone aggregate 63 mm to 45 mm including stone screening 13.20 mm and moorum |
| 8 | Base course with stone aggregate 53 mm to 22.40 mm including stone screening 11.20 mm and moorum |
| 9 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : |
| 10 | On W.B.M. @ 0.75 Kg / sqm |
| 11 | 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (Use shredded plastic @10 % of total bitumen i.e 30 % VG & 10 % shredded plastic). |
| 12 | With paving Asphalt grade VG - 30 with no solvent |
| 13 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG- 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete |
| 14 | Painting road surface marking with adequate nos of coats to give uniform f inish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete |
| 15 | New work (Two or more coats) |
| 16 | Total of Quoted Amount (A) |
| 17 | MAINTENANCE:- Amount is provisioned . Work has to be executed as per maintenance schedule provided in NIT/Agreement after completion of work. |
| 18 | For 1st Year @ 0.25 % of upgradation amount |
| 19 | For 2nd Year @ 1.00 % of upgradation amount |
| 20 | For 3rd Year @ 1.50 % of upgradation amount |
| 21 | For 4th Year @ 2.00 % of upgradation amount |
| 22 | For 5th Year @ 2.75 % of upgradation amount |
| 23 | Total of Maintenance Cost for 5 Years (B) |
| 24 | Grand Total (A+B) Please Enable Macros to View BoQ information |
