Widening and Strenthening of Ramkot- Wazirnagar- Dadhnamau (O.D.R.) road in Sitapur district

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 embankment 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.

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.

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

Providing and applying primer coat with Bitumin Emulsion SS-2 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.

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.

Dense Graded Bituminous Macadam Grading 2, Providing and laying dense graded bituminous macadam with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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. 505 complete in all respects.

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 earthen shoulder with approved material obtained from borrow pits with all lift & lead , transporting to site, spreading, grading to required slope and compected 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.

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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.

Laying reinforced cement concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling, concrete and masonary works in head walls

Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.

Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203.

Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3 , 1204 and 1208.4

Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure/ superstracutre as per technical specification clauses 613.4 & 1204

Providing and laying of weephole in brick massonary in abutment and wing wall with 100mm dia PVC pipe extending through the full width of the structuer with slope of 1v:20 H towarddrawing force complete as per drawing and technical specification (MORTH &H-13.8/2706&2200)SOR SITAPUR CH. NO 18 (18.22.1)

Supplying, fitting and placing HYSD bar / SAIL TMT bar reinforcement in super-structure complete as per drawing and technical specifications.Including all material, labour & T&P with all taxes etc complete but excluding GST.

Providing and laying reinforced cement concrete in super structure as per drawing and technical specifications clause 800, 1205.4 and 1205.5 (M-20)

Routine maintenance charge up to 5 Year for any diffect/damaged found after constrution for all works including restoration of paved surface, shoulders culverts etc complete as per dirction of E/I .