Construction of concrete road (PQC) from weigh bridge to Mathra End at Sasti Sub Area of Ballarpur Area.

Amount

Embankment Construction with Material obtained from Borrow Pits: Construction of embankment with approved material having CBR >7 obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevant clauses of section -300

Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. Plant Mix Method. For Grading-I Material

Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. Plant Mix Method. For Grading-III Material

Dry Lean Cement Concrete Sub- base. Construction of dry lean cement concrete Subbase over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1,aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor,compacting with 8- 10 tonnes vibratory roller,finishing and curing as per clause 601 of specification complete in all respect.

Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-30 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS383, 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, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but including cost of steel in dowel bar and tie rods etc.

Total impact of GST for the purpose of CTC

SHRI JAI GIRNARI-PHM JV (BID ID -1120760)

Agrico Steel Engineering Works (BID ID -1121032)

JAMEEL KHAN CONTRACTOR (BID ID -1119913)

Pravis Enterprises Pvt. Ltd. (BID ID -1117852)

SHRI JAI GIRNARI-PHM JV (BID ID -1120760)

Agrico Steel Engineering Works (BID ID -1121032)

JAMEEL KHAN CONTRACTOR (BID ID -1119913)

Pravis Enterprises Pvt. Ltd. (BID ID -1117852)