Badabirunha Road GP office to NH 215 at Mahammad Jamalpur via Sotti Goleipur Mirjapur__BUSG, PMC and Seal coat , Retaining Wall-1.4mtr ht- 0.000 to 0.500 and 0.100 to 0.300

Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete.

Labour for scraping cleaning the road for laying built up spray grout in two layers 37.5 mm thick applying tack coat using 3 kg of bitumen , 0.45 cum of 25 mm to 40 mm size h.g metal and 12 kg of penetration grade bitumen for10 sqm.in each layer with 0.12 cum of 12 mm size h.g.chips as key stones spreading and laying including heating pouring bitumen metal and chips and rolling with PRR with all labour T & P etc. complete.

Providing and applying Primer Coat with penetration grade of bitumen emulsion including all cost, carriage, royality, taxes of materials etc. (Mannually)

Providing and applying Tack Coat with penetration grade of bitumen emulsion including all cost, carriage, royality, taxes of materials etc .(Mannually)

Providing and laying 20 mm thick Premix Carpet using 0.18 cum of 13.2 mm and 0.09 cum of 11.2 mm size chips with 14.60 kg. penetration grade of bitumen per 10 sqm including hand packing to proper camber and rolling with PRR including hire and running charges of PRR, tar boiler and other T&P articles including all cost, carriage, royality of chips and bitumen etc.

Providing and laying 6 mm thick precoated Seal Coat Type - B using 0.06 cum of 6.7 mm size chips and down graded as per sieve analysis and 6.8 kg. of bitumen per 10 sqm including hire and running charges of PRR, bitumen mixture, tar boiler etc including all cost, carriage, royality of chips and bitumen etc.(With H.M.plant)

Construction of embankment with approved material obtained from borrow pit with all lift & leads, transporting to site by mechanical means within a lead of 5 Kms,spreading, grading to a required slope & compacting to meet requirement of table 300-2 & clause 305 of MoSRT & H specification for Road & Bridge work (AR - 06, P - 157, item no - 35)

Earth work in ordinary soil within 50m.Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and asper the direction of the Engineer-in-charge..

Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.

P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete. (AR-2006-P-43 sl-3)Per one cum