Construction of Road

Amount

Construction of CC Road – Kurmithela to Bhatuhatola

Excavation in soil (Excavation for roadway in soil including loading and unloading in/from truck for carrying of suitable cut earth to embankment site and disposing off unsuitable earth with all lifts and lead upto1000 metres as per clauses of section-300.)

Construction of embankment (Construction of embankment with approved materials having CBR>7 deposited at site from roadway cutting and excavation from drain or foundation of structures graded and compacted to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300.)

Dismantalling structures (Dismantling of Structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood, steel, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead upto 1000 metres.Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works Up to 600 mm dia)

Hume pipe 600 mm dia (Hume Pipe Cross Drainage work Providing and Fixing of 600 mm dia)

Side wall M-20 concerete (Hume Pipe Side wall by M-20 Concrete)

Encasing M-20 (Hume pipe encasing by M-20 grade concrete)

wall shuttering

WMM (WMM-Providing, laying, spreading and compacting stone aggregates of specific sizes to water mix 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.)

DLC (Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub-base 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, ggregate 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)

CC M-30 (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 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, 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 excluding cost of steel in dowel bar and tie rods etc.)

Reinforcement Steel for joints (providing & fixing)

Hardshoulders (Construction of hard shoulder as per clause 407 with improved soil having CBR value not less than 12 inclusive of all lifts and leads providing 4% camber I/c operations like watering, rolling and compaction etc. as per clause 303.5)

JAIN INFRASTRUCTURE (BID ID -831438)

YASH METALS (BID ID -832279)