Strengthening of Road(Resurfacing of road from FNG Road to Festival City and patch work on various locations on 45.00 m wide road along Expressway from FNG to Sector-144 under Metro Line)Noida

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

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Supplying and stacking at site.90 mm to 45 mm size stone aggregate

Supplying and stacking at site.63 mm to 45 mm size stone aggregate

Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grade IIl

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

Supplying and stacking at site.Moorum

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled oad/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .

providing and applying primer coat with SS1 grade bitumen on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00kg / sqm using machanical maens.