Construction of pitch road from the main highway road primary school in Gram Sabha Basi Japati Mafi towards the house of Shri Rakesh Verma via the house of Shri Ram Avtar Verma-34

Construction of Embankment wihy Material obtain from borrow Pits construction of Embankment with approved material obtain from Borrow pits with all lift and lead transporting to site spreding grading to required slope and compacting to meet requirement of Table -300-2

By Mix in Place method construction of granular sub-base by providing well graded material, spreading in uniform layers with notor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting wheel smooth will roller to achieve the desired density, complete as per Clause 401.A

Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound macadam (G-2) specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 km in stages to proper grade and camber, applying and brooming requisite type of screening /binding materials to fill-up- the interstices of coarse aggregate, watering and campacting to the required density as per

Providing, laying spreading anc compacting stone aggregates of specific Sizes of Water Bound Macadam specification (G-3) including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening /binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density. as per Clause 405A

8cm wide Brick edging on both side of road with first class bricks laid on edge with mortar in 8cm wide and 12cm deep including labour and supply of brick finished to required tamplate and proper alingment and including dressing ramming the excavated earth as directed by E/I SIN0- 765

Providing and applying prime coat with bitumen emulsion (MS) 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 bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical specification clause 503

Providing laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 (13.2mm &11.20mm in 2:1) mm aggregates either using penetration grade bitumen VG-10 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 of type C as per Technical specification Clause 508

Providing and laying Seal coat sealing 6.7 mm stone grit @0.009 cum per sqm the voids in a bituminous grade VG-10 @ 0.65Kg per sqm surface laid to the specified leveles, grade and cross fall using type C as per Techincal Specification Clause 510

Supply and fixing of 450 mm dia huma pipe I/C all completion