Silokhara se Chaimalpur Sampark Marg

Construction of sub-grade and earthen shoulders with approved material obtained from Right of way with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 with lead upto 1000 m complete in all respect as per MORD Technical Specification Clause 303 & as per direction of Engineer-in-charge.

WBM Grading - III Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Grading-3 specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 Kn in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density complete in all respect as per MORD Technical Specification Clause 405 & as per direction of Engineer-in-charge.

Providing and applying Primer Coat with bitumen emulsion SS1 grade on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means complete in all respect as per MORD Technical Specification Clause 502 & as per direction of Engineer-in-charge.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom complete in all respect as per MORD Technical Specification Clause 503 & as per direction of Engineer-in-charge.

Providing, laying and rolling of open - graded premix carpet of 20 mm thickness composed of 2/3 part 13.2 mm approved stone grit: (100% passed from 22.4 mm sieve and retained on 11.2 mm sieve) & 1/3 part 11.2 mm approved stone grit: (100% passed from 13.2mm sieve and retained  on  5.6 mm sieve) using bitumen VG-10 @ 1.46 kg/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 of appropriate capacity, laying and rolling with a smooth wheeled roller, finished to required level and grades complete in all respect as per MORD Technical Specification Clause 506 & as per direction of Engineer-in-charge.

Providing and laying seal coat Type C sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using 6.7 mm size approved stone grit (100% passed from 9.5 mm sieve and retained on 2.36 mm sieve) and bitumin binder VG-10 @ 0.65 kg/sqm laying and rolling with a smooth wheeled roller, finished to required level and grades complete in all respect as per MORD Technical Specification Clause 508 & as per direction of Engineer-in-charge.

Construction of un-reinforced, plain cement concrete pavement thickness 15 cm, over a prepared sub base with 43 grade cement or any other types per M30 coarse @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete in all respects as per MoRTH specification 602 & as per direction of Engineer-in-charge.