Construction of Road at Gram Nivi kala Ustapur me pakki road se vek prakash dubey house

Construction of subgrade with material obtained from borrow pits for local earth construction of embankment with approved material obtained from abailable land and permitted and approved by Engineer in charge and as per technical specification clause 301.3.4.1 with all lift and leads,spreading,gradding to required slope and copacting to meet requirment of tables 300 land,300.2 as per tech classification 301.5. including lead up to 1000 meter and patri

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and cam

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and cam

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 Clause 502.

Providing and applying tack coat with maxfalt VG-10 using bitumin distributor at the rate of 0.35 to 0.45 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing, laying and rolling of open-graded premix carpeting of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepa

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

brick on edge on both sides of the road of brick class M150 ETC 765

RCC work with cement approved coarse sand 2cm gauge approved stone grit in proportion of 1:1.5:3.SI No.284