Construction work of blacktop road from Banarsi well to Barkatpur in Village Lukhrada Hapur Assembly Constituency

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 3000 m as per Technical Specification Clause 301.5

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 vibratory roller to achive desire density complete as per technical specification clause as per MORD 401

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with smooth whell roller 80-100 kn in stages to proper grade and camber,applying and brooming,stone Type B 11.2 mm for grading 2 screening to fill up the interstices of coarse aggregate watering and compacting to the required density grading 2 as per technical specification clause 405.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with smooth whell roller 80-100 kn in stages to proper grade and camber,applying and brooming,stone Type B 11.2 mm for grading 3 screening to fill up the interstices of coarse aggregate watering and compacting to the required density grading 3 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 the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with RS-1 using bitumin distributor at the rate of 0.20-0.25 kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.

20 mm thick open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates using VG-10 to required line ,grade and level to serve as wearing course on a previously prepared base, laying and rolling with a three wheel 80-100 Kn staic roller capacity finished to required level as per Technical specifican clause 508

Providing and laying seal coat by mechanical means with VG-10 Bitumen sealing 6.8 kg/10 sqm the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 by mechanical means

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side and bottom and backfilling in trenches with excavated suitable material MORD 11.1

Brick masonry work in cement mortar (1:4) in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204