Concreting cum Widening of road from WB No 1 to main road at Wani Railway Siding under KP-PPG SA of WNA

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification.

Hire charges of Diesel Road Roller - 8 to 10 tonne

Granular sub-base well graded material (CBR>30 or more) (Table :- 400-1 & Table:-400-2) Constructin of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stones having CBR>30, spreading in uniforn layers with motor graded on prepared surface , mixing by mix in place method with Rotavetor or plant mix method at OCM and compacting with vibratory rollars of 80 to100 KN ststic weight to achieve the desired density, complete as per clause 401 of specification By Plant Mix Method For Grading-I material

Granular sub-base well graded material (CBR>30 or more) (Table :- 400-1 & Table:-400-2) Constructin of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stones having CBR>30, spreading in uniforn layers with motor graded on prepared surface , mixing by mix in place method with Rotavetor or plant mix method at OCM and compacting with vibratory rollars of 80 to100 KN ststic weight to achieve the desired density, complete as per clause 401 of specification By Plant Mix Method For Grading-III material

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, 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 determind during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transpoted to site, laid with apaver with electronic sensor, compacting with 8-10 tonns 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-40 grade concrete overe a prepaired sub base with cement, coarse and fine aggregate conforeming 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 the site, laid with the fixed form or slip form paver, spread, compacted and finished in a continous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, seperation membrane, sealant primer, joint sealent, 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.

Construction of shoulders with approved material/selected soil i/c excavation all lift & lead i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static clause of 400. Eastern shoulders (CBR value >7)

Total impact of GST for the purpose of CTC