STRENGTHENING OF ROAD (P/L DBM AND BC OF SERVICE ROAD FROM SECTOR-47 AND DSC T-POINT TO SKY MARK MALL, 75.00 MTR ROAD BOTH SIDE, PROFILE CORRECTION AND RESURFACING WORK FROM VODAMAHDEV T-POINT TO SECTOR-47, 100, 107 REDLIGHT ON VODAMAHADEVROAD ETC.

P/L Applying tack coat using hot straight run bitumen of grade 80/100 on bituminous surface @0.50kg/sqm

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface od granular base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00kg/sqm using mechanical means. MORTH

Providing and laying Dense Graded Bituminous Macadam 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 tendem rollers to achieve the desired compaction as per Morth specification clause no 505 complete in all respects.

Providing and laying Bituminous Concrete with higher capacity batch type Hot mix plant using crushed aggregates 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 tendem rollers to achieve the desired compaction as per Morth specification clause no 507 complete in all respects.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exccding 30 cm in depth, 1.5m in width or 10 sqm on plan) including disposal of excavated lead upto 50 mtr. & lift upto 1.5Mtr. dispose earth to be leveled & dressed. : All kinds of soil. The Contractor has to detect Different utilities like sewer line, water Supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge

Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer-in-charge : bituminous road

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 earth lead upto 50 metres.

Construction of granular sub base by providing close graded material, spreding in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Providing,Laying, spreading and compacting graded stone aggregate to WMM specification including premixing the mat. with water at OMC in mechanical mix plants carriage of mixed material by tipper to site, laying in uniform layors with paver i sub -base course on van prepaired surface and compacting with vibratory roller to achieve the desired density.

12 mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) (DSR-18/I-13.4.1/P-222)