Water Resources Department Tender

Dressing bed and preparation of sub grade for lining.

PLASTERING & POINTING 10mm thick Cement Plaster 1:4

PLASTERING & POINTING 10mm thick cement plaster 1 : 4 on floors

Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. (C) R.C.C. Pipe NP -3 (e) 600mm i/d pipe

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

Pulverized Fly Ash - Lime Bricks as per class-12.5 of IS: 12894-002 laid in cement sand mortar 1:6 in foundation and plinth (laying shall be done as per PWD specifications).

R.C.C 1:2:4 Hand mixed

Re- handling of earthwork recently executed

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Cement concrete 1:4:8 with stone ballast 40mm gauge mixing by mechanical means using concrete mixer volumetric type

Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.

First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth

Dismanteling of flexible pavements thickness above 50 mm by mechanical means and disposal dismantled materials up to lead of 1000 mtr