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| 1 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (Excavated Earth used in the vicinity). & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 2 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 3 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes (63 mm to 45 mm)to water bound macadam 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 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes (53 mm to 22.4 mm) to water bound macadam 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. as per clause 404 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
| 6 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. (Including cost of Bitumen) |
| 7 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. as per clause 510 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. (Including cost of Bitumen) |
| 8 | Providing and laying of premix sand seal coat (Type-B) with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. as per clause 511 & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. (Including cost of Bitumen) |
| 9 | 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 centby 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 material, labour, T&P, labour cess and all other taxes but excluding G.S.T. (Including cost of Bitumen) |
| 10 | Providing and laying 30 mm bituminous concrete withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof 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, (Making Rumble strips, Hump etc.) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. (Including cost of Bitumen) |
| 11 | Laying of I shaped precast Interlocking tiles of thickness 100mm (Compressive strength not less then 30Mpa and weight 4.50Kg.) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. 100 mm (Ordinary Grey) (CH-20, Sl. 11) & including cost of all material, labour, T&P, labour cess and all other taxes but excluding G.S.T. |
