Renovation work of road on right bank of maudaha main canal between Km. 12.650 to Km. 19.200 in Distract- Hamirpur U.P.

Amount

Cleaning thick bushes and thorny jungle without uprooting including cost of all material, labour and T&P etc. required for proper completions of the work as directed by Engineer-in-charge.

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means) including cost of all material, labour and T&P etc. required for proper completions of the work as directed by Engineer-in-charge.

Supplying and laying brick soaling layer on prepared subgrade with brick on end edging according to lines grades and cross sections shown on the drawing filling joints with sand and earth ,spreading 25 mm thick layer of earth over brick soaling ,watering and rolling the same with three wheeled road roller 80-10 KN as per technical specification clause 412.

Providing, laying, spreading and compacting stone aggregates of 22.4-53mm sizes 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 to fill up the interstices of coarse aggregates, watering and compacting to the required density grading-III 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 rate of 0.70-1.0 Kg/Sqm using mechanical means as per Technical Specification Clause 502.

Providing and applying tack coat with V.G.-10 bitumen using bitumen pressure dristributor @ 0.30 kg. per sqm. on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 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 . Technical sepecification Claues 508

Providing and laying seal coat by manual means with VG-10 grade Bitumen 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

Painting line ,dashes,arrows etc on roads in two coats on new work with ready mixed road marking paint confirming to IS:164 on bituminous surface of all dirt,dust and other foreign matter,demarcation at site and traffic control as per drawing and technical specification clause 1702.

M/s Bajrang Construction & Suppliars