Construction Birno Azamgarh Road to Bhairopur Link Road Rest Part

E/w in embankment in oridinary soil excavation to be the from of regular pits not exceeding 1/2 m.in depth on earth wrok in embankment to be in 20 cm layers including ramming and dressing the surface to rquired levels and slope and also including 1.5 m lift and 30 m lead. as per S.I. No-253.

Construction of granular sub-base by providing close graded material , spreading in uniform layer with motor grader on prepared surface , mixed by mix in place method rotavator at OMC, and compacting with smooth wheel roller to achieve the desireed density , complete as per technical specification Clause 401 as per direction of E/l (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Providing laying spreading and compacting (45-63mm) stone aggregate of specific sizes to Water bound Mcadam specification including spreading in uniform thichness hand packing, rolling with 3-wheel 80-100 kN static roller in stages to proper grade and camber to 7.50 cm compacted thickness applying and brooming stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading-2 as per Technical Specification. Clause 405. (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Providing laying spreading and compacting (22.4-53mm) stone aggregate of specific sizes to Water bound Mcadam specification including spreading in uniform thichness hand packing, rolling with 3-wheel 80-100 kN static roller in stages to proper grade and camber to 7.50 cm compacted thickness applying and brooming stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading-3 as per Technical Specification. Clause 405. (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Brick edging 7cm wide on both sides of the road by M-150 bricks Complete for preventing the edges from breaking as per PWD details specification no. 20.15 (Including all material, T&P, labour cess etc. but excluding G.S.T.)

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 kg/sqm using mechanical means as per Technical Specification Clause 502 (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Providing and applying tack coat with V.G-10 using bitumen pressure distributor @ 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 of MORD Specification (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Providing, laying and rolling of Open-graded premix surfacing of 20 mm thickness composed of 13.2 mm to 11.2 mm aggregates either using penetration grade bitumen the 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 smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade as per Technical Specification Clause 508 of MORD Specification. (Including all material, T&P, labour cess etc. but excluding G.S.T.)

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 of MORD Specification (Including all material, T&P, labour cess etc. but excluding G.S.T.)

Earth work in partri on both side of road excluding cost of royalty T&P etc. complete.

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