Widening and strengthening work on the Deoria Kasaya road (KM 0-21) from Bandar Gate to the Tarkulwa Block road.

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 within all lifts and lead upto 1000m Excavation in soil using hydraulic excavator CK-90 with disposal of earth in immediate vicinity without tippersReference to MORT&H Specification 301 Sr. No. 3.06 (Excluding GST)

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.Reference to MORT&H Specification 305 Sr. No. 3.17 (Excluding GST)

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.Reference to MORT&H Specification 305 Sr. No. 3.16 (Excluding GST)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2Reference to MORT&H Specification 305 Sr. No. 3.19 (Excluding GST)

Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction.Reference to MORT&H Specification 305.3.4 Sr. No. 3.2 (Excluding GST)

Construction of granular sub-base Grade I by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401Reference to MORT&H Specification 401 Sr. No. 4.01B (Excluding GST)

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, 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.Reference to MORT&H Specification 601 Sr. No. 6.01 (Excluding GST)

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 kg per cum, 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, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing.Reference to MORT&H Specification 602 Sr. No. 6.02 (Excluding GST)

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Reference to MORT&H Specification 304 Sr. No. 15.01 (Excluding GST)

Plain Cement Concrete M-15 in Open Foundation complete as per Drawing and Technical Specifications.Reference to MORT&H Specification 1500 Sr. No. 15.11 (Excluding GST)