PWD Road Santoshpur to Balakrishnapur_Road_C.C overlaying_0.000 to 0.800

Clearing and grubbing road land including uprooting rank vegeta B13 B18tion, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of treescut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 mtrs including removal and disposal of top organic soil not exceeding 150 mm in thickness including all labour, T and P, Cess, articles required for the work etc complete and direction of the Engineer-In-Charge.

Earth work in hard soil or gravelly soil inwith all leads and lifts including rough dressing and breaking clods to maximum size of 5cm to 7cm and laying in layers not exceeding 0.30 M in depth with all labour, Cess and T and P etc. complete including Royalty, DMF, EMF and Additional Charges charges required for the work as per direction of Engineer-in-charge.

Providing and filling manualy with aproved quality of sand in layers not exceeding 150mm thick including watering ramming to proper density with cost,conveyance, Royalty, DMF, EMF and Additional Charges , of all materials and cost of alllabour and T and P as required for the item of work including Cess etc complete as per specification and direction of Engineer-in-charge.

Providing and laying plain cement concrete of M-15 of controlled qualityhaving a minimum compressive strength (in work test) of 150Kg/Cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using hard crusher broken granite materials of 40mm size and down graded consistence with strengthof approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete, watering and curing for 4 weeks, centering shuttering and finishing the exposed surface smooth with cost, conveyanceroyalitteisand of all materials and labour with T and P and Cess required for the work etc. complete in all respect as per the specification and direction of Engineer-in- charge.

Providing cement concreteM20 with 20mm size clean crusher broken granite chips aggregate of approved quality from approved quarry including hoisting, lowering and levelling in position to required level in each layer not exceeding 15cm thick including frame work where neCessary ramming using vibrator to proper slope and levelling curing dewatering if necessary with cost, conveyance Royalty, DMF, EMF and Additional Charges labour of all materials and including hire and running charges of machinaries T and P required for the work including supplying and working of pumps and Cess as per the specification and direction of Engineer-in-charge.

Construction of embankment with approved material obtained from borrow ptis with all lead and lifts transporting to site by machanical means within a lead of 5Kms spreading,grading to required slope and compacting to meet requirements of table 300-2 and clause 305 of MOSRT and H specification including Royalty, DMF, EMF and Additional Charges charges and cost of all materials labour charges,machineries, T and P Cess etc required for the work complete as per direction of E.I.C