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| 1 | Earth work for excavation of foundation in all kinds of soil incl. levelling and dressing the bed etc. complete |
| 2 | Filling plinth with sand including watering and ramming etc. complete. |
| 3 | P.C.C (1:3:6) using 4cm. Size BHGCB metal including the cost of all merials, labour carriage, royalty etc. complete |
| 4 | R.C.C (M20) using 12mm.size BHGCB chips including all cost complete |
| 5 | Rigid and smooth centering and shuttering for Drain work incl. cost of all materials. A |
| 6 | Cutting, straitening, bending,binding of HYSD Bar & tying the grills and placing in position etc.complete incl.cost |
| 7 | Removing Slab and refixing the same after completion of work etc. |
| 8 | Filling F & P with excavated earth incl. all cost complete. |
| 9 | Disposal of surplus excavated materials by truck to low land area incl. loading and unloading etc. complete. |
| 10 | Labour charges for scraping and cleaning the road surface, applying tack coat using 3.0kg of bitumen for 10sqm and laying 50mm thickB.U.S.G in one layers using 0.12 cum/10m2 chips as key stone as per specification with 15.0 kg of bitumen for 10m2 as penitration grade of bitumen and direction of Engineer-in- Charge. |
| 11 | Providing and applying tack coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface of granular base including clearing of road surface and spraying primer at the rate of 0.2 Kg/sqm using mechanical clause 502 of MOSRT & H specifications for raod and bridge works(4th, revision |
| 12 | Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous. |
| 13 | Providing and laying dense graded bituminous macadam with 100-120 TPH hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, 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 clause 507 of MOSRT&H specifications for Road&Bridge works (4th Revision) |
| 14 | Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 80/100 penetration grade of bitumen, 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 Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) |
| 15 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including rafleat rising glass beads @ 250gms per sqmt area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC-35. The finished surface to be level, uniform and free from streaks and holes etc complete. |
| 16 | Add for other unforeseen item such as wirtting charges of display board etc. Please Enable Macros to View BoQ information |
