janpad Pilibhit ke antergat Bifercation se Sharda Sagar Dam tak km 0.000 se 4.500 tak ki lambai me Chodikaran evm Navinikaran ka karya.

Amount

Scrapping the existing bituminous surface and disposal of scraped material within all lifts and leads upto 1000 metres.

Trench digging including lift upto 1.5m and lead upto 30 m, including cost of driver/assistant driver, POL, maintenance of machine, contractor profit, taxes etc but excluding leveling, dressing & compaction.

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 density complete work in extantion part only.G-1 Grit Size-50% of 9.5mm to 53mm, 20% of 9.5mm to 2.36mm & below 2.36 mm of 30%

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam in levelling surface specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100KN in stages to proper grade and unidirectional camber, applying and brooming, stone screening to fill up the interstices of Coarse aggregate, watering and compacting to the required density complete work.(WBM) G-2 (Base Course grit size 45mm to 63mm)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam and levelling surface specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100KN in stages to proper grade and unidirectional camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density complete work.(WBM) G-3 (Base course+ levelling course Grit Size 22.4mm to 53mm)

Providing and applying tack coat with Bitumen (VG-10) using emulsion distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 5.2-503(iii) 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 either using penetration grade 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 to be followed by seal coat of Type as per Technical Specification Clause 5.9-508. Including cost of Bitumen.

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 5.12-510. Including cost of Bitumen.

Brick on edge pavement on patries with bricks laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, spreading a layer of 1 cm. 3/8" depth of local sand over the subgrade & including supply of all materials. SOR 763.

Daula dressing.

Providing and applying 2.5 mm thick roadmarking strips (retroreflective)of specified shade/ colour using hot thermoplastic material by fully/ semi automatic hermoplastic paint applicator machine fittedwith profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

SHIVAM ENTERPRISES

M/S Krishna Associate