NH-5 to Gokharakuda road asset_Road_WBM, GSB, CC Road, Drain, Retaing wall_1.000 to 1.400

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& 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 and layinglaterite moorum of approved quality from approved quarry and spreading on road surface to required slope and camber including watering and compacting with H.R.R to the required density to required thickness including cost, conveyance,Royalty, DMF, EMF and Additional Charges T and P of all materials required for the work with Cess etc complete as per specification & direction of Engineer-in-charge.

Providing Cement Concrete (1:3:6) with 40mm size clean hand broken granite metal of approved quality from approved quarry includinghoisting lowering and levelling in position to required level in each layer not exceeding 15cm thick in foundation including frame work where neCessary ramming using vibrator to proper slope and levelling curing dewatering with cost conveyance Royalty, DMF, EMF and Additional Charges , labour of all materials and including hire and running charges of machineries T and P required for the work including supplying and working of pumps and Cess as per the specifiction and direction of Engineer-in- charge IN FOUNDATION

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