Construction of Pacca Road on Lalganj Dy

Amount

E/W in Canal embankment with all lead, lift and all type of soil including machenical compaction with proper completion of Work

E/W in making daula with manual compaction including all lead, lift and chhary, karasi seal or mauram etc.

Scraping old painted surface including disposal of all scraped material to a distance to 30 mtrs.

Construction of compacted granular sub-base by providing close graded material , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at O.M.C. and compacting with vibratory roller to achieve the desired for grading 1 as per PWD specification complete as per clause 401.

Providing, laying, spreading and compacting stone aggregates of 53-22.4 mm sizes to water bound macadam G-3 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, crushble screening to fill up the interstices of coarse aggregate, watering and compacting to the required density for grading 3 as per PWD specification.

Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm gauge kabrai stone ballast(75mm.) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 8-10 T in stages to proper grade and camber, applying and broomling, crushble screening to fill up the interstices of coarse aggregates, watering and compacting to the required density grading-3 as per technical PWD specification.

8 cm wide and 12 cm deep brick edging on Both side of the road Excluding cost of material, But Including, all labour, T&P etc. required for proper completion of work.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of Road Surface and spraying primer at the Rate of 0.85 kg/sqm using Mechanical means.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the Rate of 0.40 kg/sqm on the prepared granular surface treated with primer & Cleaned with hydraulic broom.

Providing, laying and rolling of open – graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregate either using penetration grade bitumen or cut back 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 smooth wheeled roller 80-100 KN capacity, finished to required level and grades to followed by seal coat.

Providing and laying seal coat type C sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall.

M/s Raju Yadav

M/s Abha Enterprises