Construction of CC road from Karuna Kara well to Ghanshyam house under DMF in the District of Anugola under Athamallik Assembly Constituency.

Earth work in excavation of foundation in all kinds of soil and depositing the material with in initial lead and lift including rough dressing and levelling with all labour, T&P, taxes and cess etc. complete as directed by the Engineer-in-charge.

Providing and laying mannualy with sand in regular layers not exceeding 150mm thick including all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge

Providing CC (1:3:6) in foundation upto 1.5 below bed level with 40mm nominal size H.G. metal including laying in position and compacting by using vibrator including shuttering, with all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement,thickness as per design, over a prepared sub-base, with 43 grade cement of any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125micron thick polythene film,wedges,steel plates including levelling the form work as per drawing), spreading the concrete with shovel,rakes,compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contaction and expansion, construction joints, applying debonding strips, primer, sealant,dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved,curing of concrete slabs for 14-days, curing compound (where Spefied) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Construction of embankment with approaved materials obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification clause 301.5