D/o Land at Transport Traders, IFC Narela.

Excavating in soil/earth with hydraulic excavator i/c cutting and loading in tippers , transporting and dumping it to the embankment/subgrade location with all lifts and leads upto 5 km.

Construction of soil Sub Grade with dumped earth at site by dressing to camber and consolidating with motor grader, road roller of 8 to 12 tonne capacity,sprinkling water etc. to achieve the compaction under OMC to give Maximum dry density (proctor density) as per specification including making good the undulations and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.

(b)With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20

Construction of dry lean cement concrete sub base over a prepared subgrade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge.

Providing and laying C.C. pavement of mix M-30 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. including levelling to required slope/camber, finishing with required texture, providing tie bars wherever required, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per specification and direction of Engineer-in-charge (Item of shuttering work, joint fillers, sealants, tie bars to be paid separately).