Construction of Metalled Road (3.75 M Wide) from Km.184.160 to Km.191.800 and Km.194.840 to Km.203.200 on Left Bank of Sharda Sahayak Feeder Channel in District-Raebareli.

Amount

E/w in filling rain cuts, depressions of service road making sub grade by Power transport for a lead of upto 2.0 Km including excavation loading unloading, Royalty, mechanical compaction and dressing including all lift rates shall be applicable for lead beyond 630M and upto 2.0 KM . (Transported earth work)

E/w in excavation including excavation lead upto 30 m & lift upto 1.50 excluding loading mechanical compaction but including manual compaction and dressing for making sub-grade for WBM Road.(Local Earth work)

Construction 0f 125 mm.thick Granular Sub -Base (G.S.B. grading -1) 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, and including cost of all material, cartage up to site, water,labour,T&P etc complete as pecomplete as per P.W.D. Specification.

WBM grading-2 . Providing,laying,spreading and compacting 63mm to 45mm graded stone agrigate to specific size to water bound macadam specification including spreading in unifirm thickness,hand packing,rolling with three wheel roller 80-100KN in stages to proper grade and camber . applying and brooming stone screening/binding material to fill up the interstices of coarse agrigate,watering and compacting to required density grading-2 as per technical specification clause 405. compacted thickness 75mm.

WBM grading-3 . Providing,laying,spreading and compacting 53mm to 22.40mm graded stone agrigate to specific size to water bound macadam specification including spreading in unifirm thickness,hand packing,rolling with three wheel roller 80-100KN in stages to proper grade and camber . applying and brooming stone screening/binding material to fill up the interstices of coarse agrigate,watering and compacting to required density grading-2 as per technical specification clause 405. compacted thickness 75mm.

Prime coat - providing & applying Primer coat with bitumen Emulsion (SS1) on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.85 Kg. / M2 using mechanical means including cost of all material labour T&P etc. complete as per PWD specification clause .502.

Tack coat - providing & applying Tack coat with emulsion SS-1 Grade using pressure distributor @0.35 Kg./M2 on prepared granular surface cleaned with mechanical broom including cost of all material labour T&P etc. complete as per PWD specification. Clause .503 (iv)

premix-providing laying & roling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm 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 roling with a three 80-100KN static roller capacity finished to requiored level and grade to be followed by seal coat.

Seal coat-Providing and laying seal coat type- c sealing the voids in a bitumenous surface laid to spacified levels grades and cross falls as per MORD technical speacification clause 510

Edging with straight over burnt bricks ,laid dry lengthwise including excavation refilling , consolidation ,with a hand packing and spreading nearly surplus earth with lead of 50 meters.

Soil stablization with lime @ 3% of soil by weight with proper mixing of lime and soil at OMC of soil including mechanical compaction and dressing to profile etc for proper completion of work.

M/S ASTHA ASSOCIATES ENGINEER AND CONTRACTORS