SR to Cuttack Chandabali Road Ramachandi Thakurani to R and B Ganeswarpur road via Esndia Kendrapara Cenal near Sorisia Coonected to Gahaganarasinghpur RD Road Danpur G P Office Society Office Paniola Road

Earth work in excavation for foundation with all leas and lifts including all labour ,T & P articles safety measures incidentals dewatering ,removal of stumps and other deleterious materials and disposal up to a lead of 50mtr. Dressing of side and bottom as necessary for the work etc.complete as per the specification and direction ofthe Enginer-in charge .

Providing and filling manually with approved qualty of sand in layers not exceeding 150mm thick including all labour charges for spreading laying levelling to the proper camber cost of watering required for the work including cost,conveyance royality and taxes of sand with all materials for finished item of works as per the specification and dircection of the Engineer-in charge

Plain cement concrete P.C.C. Grade M-15 in open foundations complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.

Providing and laying reinforced cement concrete pipe NP3 for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 of MoRD & as per direction of the Engineer-in-Charge.

Plain cement concrete P.C.C. Grade M-15 in M-15 in Sub-structure complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade 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 25 mm, 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 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction 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 as per MoRD drawing and Technical Specification of MORD Clause 1501 and as per direction of Engineer-in-Charge.