Estimate for providing and laying pipeline ahead RD 16600/L outlet of Haripur Distributary

Amount

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil.In Ordinary soil B Mechanical means (a) Depth upto 3 mtr

Providing, Stringing out, cutting Jointing & testing A.C. Pipes ISI marked as per IS 1592- 2003 class-15 with suitable A C coupling along the trenches and laying the same into Trenches to correct alignment and gradients, including all carriage complete. (200 mm i/d pipe)

Cement concrete 1:5:10 (b) With stone aggregate 40mm gauge (i) mixing by manual means

First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth

12.5 mm thick cement plaster 1:3

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications. Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical.

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Any Other Item

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