SR to Nuasasana to Gopei Road in the District of Kendrapara for the year 2025-2026

Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . etc complete as per specification & direction of Engineer in charge.

Flank dressing on road embankment / shoulders to proper camber & grade including cost of all labour and T&P articles required for the work etc. complete as per the specification and direction of the Engineer-in-Charge.

Cement concrete (1:3:6) in foundation and floors using 4cm(3/4''). size clean hard black crusher broken granite stone metal of approved quality from approved quarry including hoisting lowering & to the required level ramming watering and curring etr.complete including cost, conveyance all m aterials with all taxes and royaliteis and all labour with T & P required for the work etc.all complete in all respect etc. complete as per specification and direction of E.I.C.

Construction of un-reinforced,plain cement concrete pavement design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse 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 125 micron thick polythene film, wedges, steel plates including levelling the form work 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 bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

Earth work in cutting in hard soil of road way within the initial lead and lift including rough dressing and breacking clods to maximum 5cm to 7cm size and laying in layers not exceeding 0.3m in depth with all cost carriage taxes, royality all labour T & P Royality etc.all complete as per specfication and direction of the Engineer-in- charge.

Filling foundation and plinth with sand including well watered and rammed and all cost of materials ,carriage cost, and royality labour T & P etc.complete as per specification and direction of the Engineer-in charge

Cement concrete (1:3:6) in foundation and floors using 4cm(3/4''). size clean hard black crusher broken granite stone metal of approved quality from approved quarry including hoisting lowering & to the required level ramming watering and curring etr.complete including cost, conveyance all m aterials with all taxes and royaliteis and all labour with T & P required for the work etc.all complete in all respect etc. complete as per specification and direction of E.I.C.

Providing weep holes in the abutment & wing walls 8.00cm. X 23.00cm. size including metal spall backing 30cm X 30cm. size in rear complete as per the approved design & drawing including providing centering & shuttering with cost, conveyance, royality & taxes of all materials T&P articles etc. complete in all respects as per specification & direction of the Engineer-in-Charge.

Earth work in ordinary soil in embankments, roads, etc. within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3cm in depth and as per specification approved by the deptt. along with proper compaction with PRR including hire and running charges of PRR (Measurement to be taken on the finished compacted section of the fill)

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