Repair to Bridge over river Kochila at 1.0 km on PWD Road To Astak _Road_Wearing coat, colouring,approach road-CC-_0.900 to 1.200 -LR- 1.100 to 1.280-RA-

Flank dressing to proper camber etc.complete

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified materials with in all lifts and lead upto 1000 metres etc complete.

Reworking or Rerolling the scarified bituminous surface suitably after supplementing the base materials with quarry dust and compacting finished surface.

Construction of embankment with approved material obtained from borrow pits with all lead and lifts, transporting to site by mechanical means within a lead of 5 km., spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H specifications etc. complete.

Water Bound Macadam Sub-base/ base Providing laying spreding and compacting stone agregates of specific sizes to Water Bound Macadam specification including spreding in uniform thickness hand packing, rolling with 80-100KN roller in stages to proper grade & camber, applying & brooming, stone screening/ binding materials to fill up the interstices of course agregate watering & compacting to the required density as per technical specification Clause 405.

Providing applying primer coat with bitumen on prepared surface of Granular base including cleaning of road surface & spraying primer @ 0.70-1.00kg/sqm using mechanical means as per technical specification clause 502

Providing applying tack coat with bitumen using emulsion distributor @ 0.30kg/sqm on prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503

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.(Without H.M.plant)

Providing and laying 6 mm thick precoated seal coat Type- B using 0.06 cum of 6 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)

Cement Concrete (1:3:6) in foundation and plinth using 40mm size HBG metal including cost, conveyance, royalty and taxes etc. complete with shoring dewatering etc. complete.