Boxipalli Santinagar to Bikrampur _Road_SDBC_3.000 to 5.000

Dismentaling and removing cement concrete including stacking the useful materials for reuse and removing the debries with in 50mtr leed including cost of all labour with T and P,Cess required for the work etc complete as per direction of EIC.

Clearing and grubbing road land including uprooting rank vegetation, 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.

Providing cement concrete M15 with 12mm 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 un-reinforced, dowel jointed at expension and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub-base with 43 grade cement or any other type as per Clause 1501.2.2 M-30 Grade coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer cring compound where specified of not less then 0.2 cum capacity and water finishing to lines and grade including all cost, conveyance, cess, taxes Royalty, DMF, EMF and Additional Chargesas per drawing and technical specification and as per direction of the 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