C/O Saroa to Harijan Basti Khaldhar Tandi road km 0/000 to 2/000 (SH P/L G-III tarring and side drain in km. 0/000 to 1/000 Under SCSP

Amount

Providing,laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-10 kN in stages proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical specification Clause 405. (By Manual means) including hauling/ carriage of all labour equipment and materials to various location through all modes of transportation in all leads and lifts of material to the entire satisfaction as per direction of Engineer-in-charge.

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.( Zero point seven zero to one point zero kilogramme) / squaremetre using mechanical means as per Technical specification clause 502. including hauling/ carriage of all labour equipment and materials to various location through all modes of transportation in all leads and lifts of material to the entire satisfaction as per direction of Engineer-in-charge.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg ( zero point two five to zero point three zero kilo gramme)per squaremetre on the prepared granular surfaces treated with primer and cleaned with Hydraulic broom as per technical specification clause 503. including hauling/ carriage of all labour equipment and materials to various location through all modes of transportation in all leads and lifts of material to the entire satisfaction as per direction of Engineer-in-charge.

Providing, laying and rolling of open-graded premix carpet of 20 mm (Twenty millimetre)thickness composed of 13.2 mm to 5.6 mm(thirteen point two millimetreto five point six millimetre) aggregates either using penetration grade bitumen or emulsion 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 to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.including hauling/ carriage of all labour equipment and materials to various location through all modes of transportation in all leads and lifts of material to the entire satisfaction as per direction of Engineer-in-charge.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 including hauling/ carriage of all labour equipment and materials to various location through all modes of transportation in all leads and lifts of material to the entire satisfaction as per direction of Engineer-in-charge.

Construction of hill side drain in ( M-10) accordance with the requirement of specification true to line and grade,dimension and other particular as per drawing and technical specification clause 1606.1 including hauling/ carriage of all labour and equipments and material to various locations through all modes of transports by mechanical means with in all leads and lifts of material complete as per entire satisfaction & direction of Engineer-in-Charge. .

DALEEP SINGH