Construction of road from Billa Chhaka to Pipilia under MMSY-TRIP in the District of Keonjhar.

Clearing & grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling, &trees girth upto 300 mm , removal of stumps of trees cut eralier & disposal of unserviceable material to be used or auctioned upto a lead of 1000 mtr including removal & disposal of top organic soil not exceeding 150 mm thickness as per direction of EIC

Construction of embankment with approved materials obtained from borrow pits transporting to site with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 and as per the direction of the Engineer-in-Charge.

labour for laying Sub Base in layers not exceeding 225 mm watering & compacting to the required density in O.M.C with vibratory Roller including cost, conveyance, royality of all materials etc complete as per direction of Engineer-in-charge

Providing and laying Water Bound Macadam (WBM) grading of coarse aggregate confirming to table :400.7 & 400.8, in compacted layers as per the specifications.( With Crushable Moorum & as per direction of EIC

Grading No. -III (53-22.4 mm size) with crusable screening like moorum and sand admixure

Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per Technical Specification Clause 502 & as per direction of EIC

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 & as per direction of EIC

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-30 penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable 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 of MoRD by manual means i.e.,without paver finisher

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 of MoRD with VG-30 gradebitumen laid by manual means I.e., without chips spreader

Fine dressing and turfing to the slope of the road embankment with compaction dub grass transported by mechanical means as per the directed by the E.I.C.