DNM (State Route No. 167) widening and strengthening work from the track of the canal to the border of Uttarakhand via Dugchadi Rajupur, Unchagaon.

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 Ref. to MoRTH Spec. 301 complete in all respects but 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. 300-2 Ref. to MoRTH Spec. 305 complete in all respects but 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. complete in all respects but excluding GST.

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. complete in all respects but excluding GST.

Providing laying spereading and compacting graded stone aggregate to 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 uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORTH clause 406 complete in all respects but excluding GST.

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. MoRTH specification clause No. 502 complete in all respects but excluding GST

Providing and laying dense graded bituminous macadam (Grade-2) with higher capacity batch type HMP 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 but excluding GST

Providing and applying tack coat with Bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. MoRTH specification clause No. 503 complete in all respects but excluding GST

Providing and laying bituminous cocnrete (Grade-2) with 100-120 TPH batch type HMP producing and average output of 75 Tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.40 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver fixisher 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 specificiation clause No. 507(B) complete in all respects but excluding GST

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. PCC 1:3:6 in Foundation. complete in all respects but excluding GST.