Repair/Maintenance of Road Piki to Telipura

Earth work in cutting in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levies and slopes and also including 1.50 M lift and 30 M. Lead The earth from cutting S.I. No. 253 a

WBM Grading-3 Providing & laying spreading and compacting stone aggregates of specifice size to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber appling and brooming crushable screening to fill-up the interstice of coarse aggregate watering and compacting to the required density Grading 3 as per Technical specification Clause 405 Mord Book Page No. 4-18

Providing & applying Primer coat with bitumen emilsion (SS-1) on surface of granular base including cleaning of road surface and spraying at the rate of 0.90-1.2 kg/Sqm using mechanical means as per technical Specfication Clause 502

Providing & applying Tack coat with bitumen VG-10 grade using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503

20 mm thick Open-Grade premix carpet using Bituminous (penetration grade /modified bitumen) Binder Providing laying and rolling of open-graded premix carpet of 20 mm thikness composed of 13.2 mm to 5.6 mm aggregates using 80/100 grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, by Mechanical MORD Specification clause 508

Providing & laying seal coatby Mechanical pavers means with 80/100 grade bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification clause 510

Brick lining on both side of the road of M-150 bricks 7 cm. wide 11 cm. deep, laid with mud mortar including labour and Supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the E/I S.I. No. 765

Excavation in foundation in ordinary soil including lead upto 30 meter and lift upto 1.5 meter and including of excavated earth in to the trenches or in to the sapce of the foundation trenches or into the plinth and removal and disposal of surplus earth as directed E/I (S.I. No. 251A)

Supply & laying and fixing 350 m.m Dia NP3class R.C.C humepipe including joining etc complete. Ana

BOE on edge dry i/c supply of all material labour and t&p etc required for proper completion of the work (SI NO 05 pagec15 New S.O.R