Renewal and Repair of Service Road of Harduaganj Dy. from Km. 0.000 to Km. 3.400

Amount

Earthwork in excavation for structure as per drawing and technical specification Clause 305.1 including settig out, construction of shoring and bracing, removal of stumps and others deleterious material and disposal upto lead 50m, dressig of sides and bottom and backfilling intrenches with excavated sutiable material for widing of road

Clearing and gubbing road land including uprooting wild vegetation, grass bushes, shrubs, sapings and trees of grith upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and staking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thinkness as per technical specification clause 201

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

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 wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (G-2)

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 wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (G-3)

Providing and applying Prime coat with Bitumen emulsion (SS-1) using emulsion distributor at the rate of 0.70 to 1.0 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 502. (Prime Coat)

Providing and applying tack coat with Bitumen emulsion using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. (Tack Coat)

Providing, laying and rolling of (by paver machine) open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 either Type A or Type B or Type C as per Technical Specification Clause 508. (20mm PC)

Seal Coat Providing and laying seal coat 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 (case-III:Type C) (Seal Coat)

M/S S K BUILDERS

GOMATINETRA CONSTRUCTIONS

M/S SUBHASH GAUTAM

M/s. V.S. Construction

M/S KARTKEYA CONTRACTORS

M/s Kapil Kumar Sharma

S F INFRA PROJECTS

M/S AMAR PAL SINGH CONTRACTOR