Construction of cc road and drain from Bareilly road to Manav uthan samiti and house of vinod kumar in Moh shivapuram ward no-3 Rampur

Earthwork in cutting or in embankment by manual mean in ordinary soil, excavationto be in the from of regular pits not exceeding1/2 meter (20") depth and earth work in embankment to be in 20cm (8") layers including ramming and dressing the surface to required level and slopes and also including 1.5 M(5') lifts and 30M (100ft) lead.distanceas directed by the engineer-in-charge

Cement Concrete with 4cm gauge approved Stone ballast coarse sand and cement in proporation of 12:6:1 inculuding supply of all materail labour and T&P etc.required for proper completion.

R.C.C. work with cement approved coarse sand and 4cm gauge approved grit in proportion of 1:1.5:3 in slabs excluding supply of reinforcement and lits bending but including its fixing and binding the same with 24 B.W.G.G.I Binding wire and including necessary centering and shuttering etc. supply of all material, labour and T&P etc. required for proper completion of work binding wire of supplied bu the contractor free of cost.

supplying, fitting and placing un-coated HYSD bar Reinfrcement in foundation complete as per Drawing and Technical Specifications complete as per MORTH IInd Revision 2019 Specification 1600.

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 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 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, Using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Supply & fixing innaurgation stone board including supply of all materials labour and T&P etc for proper completion of work.

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