Renewal/Reconstruction of painted Canal Service Road of Jari Dy. from Km. 0.000 to Km. 2.540.

Amount

Earth work:- Earth work in construction of Patari & closing & repairing cuts and making daula in service road with approved material obtained from borrow pits with a lift up to 1.50m, transporting to site, spreading, grading to required slope and compaction with lead up to 1000 m as per Technical Specification Clause 301.50 and as per direction of Engineer-in-charge.

Brick edging :- Brick edging on both side of the road of brick class M-150, 8 cm wide and 12 cm deep laid with mud mortar including labour and supply of bricks finished to required template and in proper alignment and also including dressing & ramming the excavated earth as per direction of Engineer-in-charge of the work including material labour and T&P etc for proper completion of work.

GSB:- Construction of Granular Sub - base by providing well graded materials, spreading in uniform layers with motor grader on pred surface mixing by mix in place method with rotevator at OMC and compacting with smooth wheel roller to achive the desired density, complete as per technical specification of MORTH Clause 401.

WBM Grading II : Providing laying,spreading and compaction stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 kn in stages to proper grade and camber, applying and brooming stone screening to fill up the intrestices of coarse aggregate, watering and compacting to the requireddensity Grading II as per MORD Specification clause 405.

WBM Grading III: Providing laying,spreading and compaction stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 kn in stages to proper grade and camber, applying and brooming stone screening to fill up the intrestices of coarse aggregate, watering and compacting to the requireddensity Grading II as per MORD Specification clause 405.

Prime coat :- Providing and applying prime coat with bitumen emulsion on the prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60kg per square meter as per MORD specification.

Tack coat:-Providing and applying tack coat with bitumen (VG-10)using emulsion distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular base surface cleaned with mechanical broom.

20mm thick open -graded premix carpet using Bituminous:-Providinglaying and rolling of open -graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or out-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a hot mixplant, transportation to the site, laying with paver finisher to the required grade level and alignment and rolling with a smooth wheeled roller 8-10 kn capacity, finished to required level and grades.

Seal coat :-Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levelgrade and cross fall using Type C seal coat (As per MORD Specified clause 510)

M/S GIRISH KUMAR

M/S VIJAY KUMAR PANDEY

RAMDAS