Renovation Work of new construction Road from Km 15.800 to 17.120 of Ohan western canal. Lot 3

Amount

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with al lifts and leads transportion to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical specification clauses 303.1. Including stablization with 2% slaked lime including its mixing with rotavator complete.

Granular Sub-Base with Close Graded Material (Table:- 400-1) Grade-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.

Water Bound Macadam Grade II- 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.

Water Bound Macadam Grade III: Providing, laying, spreading and compacting stone aggregates of specific sizes (Grading-III 53 mm to 22.4 mm Specified Size) 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.

Prime Coat : Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical specification

Tack Coat:- Providing and applying tack coat with Bitumen VG-10 using pressure distributor at the rate of 0.35 kg/sqm on the prepared bituminous surface cleaned with Hydrolic broom as per Technical specification clause 503.

20mm thick open grade premix carpet using Bituminous (Penetration grade/ modified bitumen) binder:- Providing and laying and rolling of open graded premixed carpet of 20mm thick compacted composed of 13.2mm and 11.2mm aggregate using bitumen VG-10 @ 14.6 kg/ 10sqm to required line, grade & level to serve as wearing coat on a previously prepared base, including mixing in a suitable mixall plant, laying and rolling with a three wheel 80/100 KN static roller capacity finished to required level and grade including all material, labour, T&P hire & fuel charge of mixall and roller etc.(as per MORD Data book clause 5.90(508)

Seal coat :-Providing and laying seal coat type-C with 6.7mm stone chippings @ 0.009cum/sqm precoated with bitumen VG-10 @0.65kg/sqm in suitable mixall plant and rolling with a three wheel 80/100KN static roller to seal the void in a bitumen surface laid to the specified level, grade and cross fall as per technical specification clause and also includeing all materials, labour, T&P, hire & fuel charges of mixall and roller etc. (as per MORD data book cluase 5.12(510)

Brick edging on both sides of road with M-150 class bricks (Size 23.5 x 11.5 x 7.5) cm on edge 3” wide and 4-1/2” (11.5 cm) deep laid with mud mortar, finished to the required temples in proper alignment & also dressing ramming the excavated eart and directed by Engineer-in-charge.

M/S AJAY SINGH CONTRACTOR

Ram Milan Dwivedi