Construction of 18M Wide Road No. 6, 12M Wide Road and Maintenance of Road No. 2, 3, 4 and 11 at I.A. Salempur Distt- Hathras.

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil 2.28.1

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means).

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.

Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.

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 viibratory power roller to achieve the desired density complete as per clause 401. By Plant Mix Method Granular Sub-Base with Close Graded Material (Table:- 400-1)

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 matetrial 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 mechanical paver. By Plant Mix Method Wet Mix Macadam

Providing and applying Pimer coat with SS1 grade bitumen emulsion on prepared surface of granular Base Incuding clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (A)Prime coat over WMM/WBM

Providing and laying dense graded bituminous macadam with with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 percent 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.Dense Graded Bituminous Macadam GRADING-1

Providing & applying Tcak Coat VG-10 on the prepared of Bituminious Surface including cleaned of the road surface and spraying VG-10 at the rate of 0.20 kg/ sqr using mechanical brooms. (503) (i)

Providing and laying bituminous CONCRETE with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 percent 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. 507 complete in all respects. For 25mm thick BC