PWD road to Sarigam_Road_Surface dressing, PMC, Seal Coat, Earth work, Berm filling_1.850 to 2.705

Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete as per the direction of Engineer in Charge

providing,Laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with three wheeled steel roller 8-10 tonnes in stages to proper grade and chamber,applying and brooming requisite type of screening/binding materials to fill up the intersices of coarse aggregate,watering and compacting to the required density as per clause 404 of MoSRT&H specifications for road and bridge works.(With Stone Screenings) as per the direction of Engineer in Charge

Providing and laying Surface Dressing with 12 kg. penetration grade of bitumen and 0.15 cum of chips per 10 sqm and rolling with PRR including hire and running charges of PRR including all cost, carriage, royality of chips and bitumen etc. as per the direction of Engineer in Charge

Providing & applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision) as per the direction of Engineer in Charge

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. (With H.M.plant) as per direction of Engineer-in-Charge(Cold Mix Bitumen)

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness compacted of 13.2 mm to 5.6 mm aggregates using Bitumen Emulsion(Cold Mix) @ 21.5 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix 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 508.2 of MoRD and as per direction of Engineer-in-Charge(Cold Mix Bitumen)

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 60/70 penetration grade of bitumen per 10 sqm with 100-120 PTH. as per direction of Engineer-in-Charge(Cold Mix Bitumen)

Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.