Repair to Bridge over at 4.750 Km on PWD road to Jadupur via Moundapur Dhepagam Ambajhola road Asset_Road_Color Washing, Approach Road, Ralling Repir_Right Approach0.000 to 0.060Left Approach0.000 to 0.085

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.

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

Providing and laying 75mm compacted thickness of WBM specification with following size of IRC graded metal of approved quality from approved quarry and spreading on the road surface uniformly metal to specified thickness and hand packing the voids with small stones to proper camber and grade conveying moorum from stacks stacked at work site or at approved stacking yard including labour charges of moorum spreading over the metal surface filling the interstices of metal and consolidation with three wheeled steel Roller 8 to 10 tonnes in stage of proper grade and camber and turfedging including hire and running charges of Roller and all other machineries including all labour, T and P and cost, conveyance Royalty, DMF, EMF and Additional Charges and of all materials required for the work with Cess etc complete in all respect as per specification and direction of the Engineer-in-charge.Gr-iii

Providing & applying primer coat with bitumen emulsion on prepared surface of granlar base including clearing of road surface and spraying 0.60 kg/sqm using mechanical means as per clause 502 of MoSRT and H etc. complete as per direction of the Engineer-in-Charge.

Providing and laying tack coat over the prepared surface of penetration grade of bitumen 80/100 after scrapping clearing the road surface with cost conveyance Royalty, DMF, EMF and Additional Charges T and P of bitumen and other all materials including hiire and running charges of Tar boiler and labour charges as required for the item of work etc complete including Cess as per specification and direction of Engineer-in-chargeOver grannular surface 3.00 Kg/10 sqm.

Over grannular surface 2.00 Kg/10 sqm

Providing and laying 20mm thick premix carpet using 0.18 Cum of 13.2 mm and 0.09 cum of 11.2 mm size chips for 10sqm on road surface using 14.60 Kg. penetration grade of bitumen 60/70 for 10 Sqm over the prepared surface including hand packing to proper camber and consolidation with PRR inclusive of hire and running charges of PRR, bitumen mixtures, tar boilers and all other T&P articles and also including cost conveyance Royalty, DMF, EMF and Additional Charges and of chips and bitumen with cost of all labour charges and Cess etc complete as per specification and direction of the Engineer-in-Charge.

Providing and laying 6mm thick pre-coated seal coat type B using 0.06 cum of 6.7 MMsize h.b.g. chips and down graded as per sieve analysis per 10 Sqmand 6.8 Kg ofbitumen 80/100 for 10 sqm on the road surface area and rolling with PRRincluding hire and running charges of PRR and all othermachineries, cost, conveyance and Royalty, DMF, EMF and Additional Charges ofmaxphalt, 6mm size hard black granite chips with all labour, T and P and Cess required for the work etc complete as per specification and direction of Engineer-in-Charge.

Finishing wall surface of walls with Enamel Paint of approved make and finished smooth and even surface to receive painting including cost of scaffolding staging charges with cost of all materialslabour T and P and Cess etc complete as per direction of EIC.

Construction of precast RCC railing of M25 grade, aggregate size not exceeding 20 mmas per approved drawings and technical specifications. including Cost, conveyance, Royalty, DMF, EMF and Additional Charges , of all materials and labour,T and P,Cess complete as per direction of the Engineer- in - Charge.