Renovation of road on Mustafabad Khunti M.K. Bund from KM 0.000 to Km 15.800 at left bank of river Tonse in District Ballia LOT 06

Amount

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 195 m as per Technical Specification Clause 301.5

Brick Edging on both side of the road SOB Brick 8 cm (3") wide and 12 cm (4 1/2") Deep laid with all labour & finished to the required template and in proper allignment and also including dressing and ramming the excavated earth including all labour t&p

Providing, laying, spreading and compacting stone aggregate size 22.4-53 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 80-100 kN in satges to proper grade and camber, aaplying and brooming requisite type of screening/ binding Materials to fill up the Interstices of coarse aggregate, watering and compacting to the required density. Grading III as per technical specificating clause 405 of MoRD data book compacted thickness 7.5 cm.

Providing and applying primer coat with bitumen emulsion (SS-1) 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 as per clause 502 MoRD data book.

Providing and applying Tack coat with bitumen (V.G.-10) using pressure distributor at the rate of 3.5kg per 10 sqm. Area on the prepared bituminous/ granular surface cleaned with mechanical broom compelte as per Clause 503 of MORD .

Providing and applying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penitation grade bitumen or emulsion to require line grade and level to serve as wearing corse on a previously prepared base including mixing in suittable 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 or either as per Technical specification clause 508

Providing and laying seal coat sealing the voids in a bitumenus surface laid to the specific levels grade and cross fall using type-C as per Technical Specification Clause 510.

MAA VAISHNO CONSTRUCTION COMPANY

M/S. BIPUL KUMAR RAI