Special Repair of Mishrikh-Machrehta road to Makhan madhiya Link road

Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5

Earthwork for road work in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tipper,trimming bottom and side slopes in accordance with requirments of lines,grades and cross sactions,and tranporting to the embankment location with in all lifts and lead upto 1000m.

Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed, placed in foundation and compected by vibration including curing for 14 days.

Providing and laying reinforced cement concrete M 25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5

Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202

Weepholes

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