Kasganj Bypass two lane with paved shoulder road protective work with drain suit and curve stone on high embankment from chainage 13 to 17 200 of other district road

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. Reference to MORT&H Specification 305 Sr No 3.16

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.

Cast in Situ Cement Concrete M20 Kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per 9 MORT&H Specification 409 Sr N 8.1

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.

Plain/Reinforced cement concrete PCC Grade M20 using batching plant transit mixer & MANUAL PLACING in sub-structure complete as per drawing and Technical Specifications 1500, 1700 & 2200

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

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(B) (By Mix in Place Method)Grading I

Providing, laying, spreading 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(Laying Using Grader)

Providing and applying primer coat with SS2 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.

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour 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 applying Tack coat with bitumen VG-10 grade bitumen using Pressure distributor at the rate of 0.250 kg/sqm on the prepared bituminous surface cleaned with mechanical broom. MORTH - 502. (503) (iii) (Including cost of bitumen, all Taxes and Cess but excluding G.S.T.)

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30, @ 5.4% 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 and rolling with smooth wheeled vibratory & tandem rollers to achive desired compaction as per MOTRH specification Clause 507 complete in all respect (MoRTH 5.05-507-B) Grading-II (Including cost of bitumen, all Taxes and Cess but excluding G.S.T.)