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| 1 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes 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. |
| 2 | Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. |
| 3 | 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. |
| 4 | Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. |
| 5 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 clause No. 507 complete in all respects |
| 6 | Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lifts and loads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m. as per technical specification clause 303.1 |
| 7 | Solar Power road maker (Studs) The solar studs shall be made of Aluminium alloy and poly carbonate material which shall be be absolutely weather resistant and strong enough to support aload of 13,655 kg tested in accordance wih ASTM D 4280lts colour may be white ,red, yellow, greenn or blue or combination as directed by the Engineer lts water resistance shall meet the requirements of IP 65 in accordance with IS: 12063:1987 category 2 for protection against water ingress the dimensions of solar studs shall not be less than 100 mm x 100 mm x10 mm, It shall have super bright LEDs so as to provide long Visibility from a distance of more than 800 m. lts flashing rate shall not be less than 1 Hz lts should be able to give the prescribed performance in the temperrature range of 40 c to +55 c lts life shall be not less than 3years the rate shall inclube all materials labour, equipments, fabrication , transportation, erection , installation and incidentals all complete as per derection of the Engineer-in Charge. |
| 8 | Providing & fixing Km., Hect. Stone and Road Sign Board etc.complete. |
| 9 | Providing and laying of hot appiled thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, Thickness of 2.5 mm is excluding of surface applied glass beads as per IRC: 35 The finished surface to be level, uniform and free from streak and holes Please Enable Macros to View BoQ information |
