Widening and Strenthening of Misrikh Tahsil (NH-330D) to Machhrehta Marg

Construction of subgrade and earthen shoulders with material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to the desired dry density not less then 97% as per table 300-2. work should be done as per MORTH & H Specification Clause 305 complete in all respects.Including all material, labour & T&P with all taxes etc complete but excluding GST.

Construction of subgrade and earthen shoulders with material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to the desired dry density not less then 97% as per table 300-2. work should be done as per MORTH & H Specification Clause 305 complete in all respects.Including all material, labour & T&P with all taxes etc complete but excluding GST. (Carted earth work)

Construction of Subgrade with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to the desired dry density not less then 97% as per table 300-2.

Construction of Subgrade with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to the desired dry density not less then 97% as per table 300-2. work should be done as per MORTH & H Specification Clause 305 complete in all respects. (Compaction Only) Including all labour & T&P with all taxes etc complete but excluding GST.

Construction of granular sub-base by grade-1 for providing well graded material from approved quarry , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification Clause 401.Including all material, labour & T&P with all taxes etc complete but excluding GST.

Providing, laying, spreading and compacting graded stone aggregate from approved quarry wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.Technical specification clause 406

Stabilized WMM:-Providing, laying and spreading of graded stone aggregate (WMM) after mixing with 3.5% Emulsion & 1% OPC cement with water at OMC in mechanical mix plant carriage of mixed material by tipper to site , laying in uniform single layer with paver as cemented base on sub base/sub grade and compacting with the road roller to achieve the desire compaction as per MORT & H Specification Clause 406 complete in all respects Including all material, labour & T&P with all taxes etc complete but excluding GST.

Providing and applying tack coat with bitumen VG-10 using Bitumen Boiler with sprayer at the rate of 0.20 kg per sqm on the prepared surface cleaned with hydraulic broom as per MoRT & H Specifications Clause 503 complete in all respects.Including all material, labour & T&P with all taxes etc complete but excluding GST.

Providing and laying bituminous concrete Grading 2 with higher capacity batch type hot mix plant producing using crushed aggregates from approved quarry of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects.Including all material, labour & T&P with all taxes etc complete but excluding GST.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-35 Grade over a prepared sub base with approved grade 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, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing . Including all material, labour & T&P with all taxes etc complete but excluding GST.