Construction of road work from Shahpur Chaman towards Bagi

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with as per Technical Specification Clause 301.5

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 3000 m as per Technical Specification Clause 301.5

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Granular sub-base/base/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 smooth wheeld roller to achieve the desired density, complete as per Technical Specification clause 401.

Providing, laying, spreading and compacting stone aggregates of specific sizes 45mm to 63mm 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 camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.

Providing, laying, spreading and compacting stone aggregates of specific sizes 53 mm to 22.4 mm 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 camber, applying and brooming, crushable 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 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 0.85 kg per sqm using mechanical means AS PER Technical Specification Clause 502 but excluding GST.

Providing and applying Tack coat with bitumen VG-10 using bitumen pressure distributor @ 0.20 to 0.25 kg. per Sqm. On the prepaired dry and hungry bituminous surface cleaned with Hydaulic broom as per Technical Specification Clause 503.

Providing,laying and rolling of open graded P.C. of 20mm thickness composed of 13.2mm to 5.6mm aggregates eigher using penetration grade bitumen or emulsion to required line grade and level to serve as wearing course on a previouslyprepared base i/c mixing in a suitable plant, laying and rolling with a three wheeld 80-100 kN static roller capacity, finished to required level and gredes to be followed by seal coat (finished by paver) as per Technical Specification Clause 508 but excluding GST.

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 Case III Type C (VG-10)