LOT-05

Earth work in embankment in ordinary soil in 20 cm layer including ramming and dressing the surface to be required level and slope also including carriage of earth beyond 200 M up to work site with all lead and lift, complete as per directed by Engineer-in-Charge.

Providing laying spreading and compaction (63-45)mm stone aggregates of specific sizes to water bound macadam WBM-75 mm thick , specification including spreading in uniform thickness , hand packing, rolling with 3 wheeled steel vibatory roler 8-10 tonnes in stages to a proper grade and camber, applying and brooming requisite type of screening, binding material to fill up the interstices of coarse aggregate watering and compacting to the requied density G-2

Providing, laying, spreading and compacting 53-22.4 mm 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.G-3

Brick lining on both side of the road of M-150 bricks 7 cm wide 11 cm deep, laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-charge. SI. No. 765 as per direction of Engg-in-Charge

Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.(Including cost of Emulsion)

Providing and applying tack coat with bitumen V.G.-10 using pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom .(Including cost of Bitumen)

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumen bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades as per Technical Specification Clause 508.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510.(Including cost of Bitumen)

Providing & fixing signboard size 3'x4' with Blue surface, edge & letter color on iron sheet etc. complete

Earth work in foundation in ordinary soil i/c lead up to 30 M & Lift up to 1.5M i/c filling, watering and ramming to the excavated earth in to the trenches and i/c labour T&P etc. for proper completion of work.