Repair to Bridge over river Machha kandana at 2nd Km. on Padmapur-Birakishore road._Road_Mastic asphalt -wearing coat- Boulder pitching, Pot hole repair in approch road, Railing repairing and Painting etc_At 2.000 km

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per direction of Engineer in charge.

Cement Concrete (1:3:6) with 40mm. Size H.G.metal in foundation & plinth

R.S.Dry packing in approns & revetments with H.G.Stones including filling insterstices with bond stones etc.complete.

Painting two coats with approved Enamel paint including cost of all materials with taxes, all labour, scaffolding, sundries T&P etc complete as per direction of the Engineer-in-Charge as per approved specification.

Supplying & Fixing Guard posts as per direction of Engineer in charge. including cost, conveyance of all materials as per specification.

Providing supplying and spreading moorum on road surface to required thickness including cost carriage and royalty of moorum etc complete.

Providing & laying of wearing course of 56mm thick consisting of 6mm thick mastic asphalt and 50 mm thick asphaltic concrete on top of the Deck slab. The mastic asphalt shall be of paving grade bitumen meeting the requirement given in the table 500-39, prepared by using mastic cooker and laid to required level & slope after cleaning the surface, applying prime coat including providing antiskid surface with bitumen precoated fine grained hard stone chipping of all complete as per clause 501, 502,503 & 516 of MoRT&H Specification for road & bridge work (5th revision), followed by asphaltic concrete to be laid in two layers of 25mm thick each etc complete as per approved drawing & technical specification Clause No 503 & 507 of MoRT&H specifications for road & Bridge work (5th revision) and as per direction of the Engineer-in-charge.