Construction of Service Road Between Km. 19.280 to Km. 19.705 of Baikunthpur Rajwaha in District Mahrajganj.

Amount

Earth work in Canal embankment/Marginal embankments/flood embankment/flood work/Trenchs with its proper disposal & their dressing within 30 Metre lead & 1.50m lift including refilling the trencg etc

Removing/Cutting of pucca road including all lead & lift

Construction of embankment with approved material obtained from borrow pits with all lifts and leads,upto 1 km transporting to site, spreading, grading to required slope and compacting to meet requirement of 95% of proctor density.

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

Providing ,Laying ,spreading and compacting stone aggregates of 63-45 mm size 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,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density grading 2.

Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size 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,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density grading 3.

Providing and applying prime coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

Providing and applying tack coat with Bitumen grade using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & Cleaned with Hydraulic broom

Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm 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 grades to be followed by manual MORD

Providing and laying seal coat by Manual means with Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C

Brick edgeing on both sides of the road of first class bricks 8 cm (3') wide and 12 cm .41/2'deep laid with mud mortar including labour and supply of. bricks finished to required templete and proper alignment and also including dressing and ramming the excavated earth as directed by Engineer in charge.

M/S MAA VAISHNO CONSTRUCTION (BID ID -4798251)