04/EE/2019-20

Amount

Providing and laying seal coat sealing the voids In a bituminous surface laid to the specified levls, grade and cross fall using type C as per technical specification clause 510.

Providing laying and rolling of open-graded premix carpet 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 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 graded to be followed by seal coat of type C as per technical specification clause 508.

Providing and applying tack coat with bitumen VG-10 using distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503

Providing and applying primer coat with bitumen emulsion MS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per technical specification clause 502

Providing, laying, sereading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to 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 3 as per technical specification clause 405

Providing, laying, sereading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to 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 2 as per technical specification clause 405

Contruction of granular surface course 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 three wheel 80-100 Mn static roller capacity to achieve the des

Earth work in Mar, Kabar, Rankar & Kankar mixed soil in correcting internal section including lead up to 30M and lift up to 1.5 M including dressing making profile and mannual copaction.

M/s Anuj Tiwari

M/s Sahab Singh Thekedar

M/S C L PATHAK

M/S SARI CONTRACTOR

RANVEER SINGH THEKEDAR