S/R to NH-42 to Bangursingh river ghat road for the year 2025-26

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials by manual means and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 but excluding the charges of GST etc. complete & as per direction of the Engineer-in-Charge.

Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all lead& lift including cost , coveyance , royality & taxes of all materials & cost of all labour &T&P requiredfor the work etc complete as per specification & direction of E.I.C

Construction of un-reinforced, dowel jointed plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400kg per cum, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, 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, dowel bar, tie rod, admixtures, as approved, curing compound, finishing to lines and grades as per drawing and as per clause 602 of MOSRT&H Specifications for Road & Bridges work (4th Revision).

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and berm.

Filling in foundation trenches with approved quality of sand as per drawing and technical specification clause 1108, 305.3.9 & 1200 of MORD and as per direction of Engineer in charge

P.C.C (1:3:6) using 40 mm size H.G metal well rammed with cost , conveyance , royality, taxes of all materialand labour T&P etc Complete

Plain Cement Concrete M20 in Sub structure complete as per drawing and Technical secification

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202