New construction work of the road from Daurala Surani Road to Bafaawat

Excavation for roadwork in soil using manual means for carrying of earth to embankment site with a lift upto 1.5 m and lead upto 50m as per technical specification clause 302.3

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface., mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, as per MORD specification 401

Construction of un-reinforced dowel jointed at expension 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 M 30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregates and 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 from work (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, admixtures as approved, curing of complete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause (1501)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. height up to 5m

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in Sub-structure complete as per drawing and technical specifications

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.

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