Construction of Permanent PCC Road over New Access Trench and Extension up to the Excavation Store Shed at Jagannathpur OCP, Bhatgaon Area including 05 (Five) years Comprehensive Maintenance

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. 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.

Construction of Embankment with Material obtained from Borrowpits.Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Granular Sub-Base with Close Graded Material (MoRTH:2013 Table:- 400-1)- By Mix in Place Method- Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (for Grading-II Material)

Granular Sub-Base with Open Graded Material (IRC:58-2015 Table VI-1)- By Mix in Place Method- Construction of granular sub-base by providing open graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per IRC:58-2015 Table VI-1 (For Grading-4 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 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.

Cement Concrete Pavement M-30 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. as per instructed by EIC

Dowel and tie bars: Add extra above for the cost of steel in dowel bar and tie rod including craddle, laps etc. complete required as per design. Dowel Bars- Mild Steel

Dowel and tie bars: Add extra above for the cost of steel in dowel bar and tie rod including craddle, laps etc. complete required as per design. Tie Bars- Tor Steel

Centering and shuttering including strutting, propping etc. and removal of form for. Foundations, footings, bases of columns, etc. for mass concrete

Construction of Divider.Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level : 1:1 1/2 :3 ( 1 Cement : 1 1/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)..