Construction of Escape on RD 8100 of Kalyan Minor outfalling at Dyalpura Drain.

Amount

Making dewatering arrangement by pumping set 4'' *4'' (Tractor driven)

Dismantling plain cement concrete Lining (in cement) Existing lining.

Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. (CSR ITEM NO. 6.19)

Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. (CSR ITEM NO. 6.19) (Rehandling of earthwork)

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.

Providing, Stringing out, cutting, Jointing and testing of C.I. Double Flanged pipes with screwed flanged as per IS:1536, class-B (ISI marked with the prior approval of Engineer-inCharge) and laying the same in trenches to correct alignment and gradients,including cost of nut bolts and rubber insertion complete including all cartage(pipe i/dia 300mm)

Supplying and laying C.I. specials as per IS:1538 complete as desired by Engineer-inCharge conforming to ISI specifications. Note: If C.I specials of ISI Marked is used intead of specials this item will be paid. C.I. specials above 300mm i/d confirming to ISI Specifications , than 10% extra on rates of this item will be paid.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering for CC M-10)

Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pilasters, buttresses etc when curved.

Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per PWD specification.

Cement concrete 1:3:6 (M-10) with stone ballast using concrete mixer volume metric type.

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe-500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. (Super structure)

Laying Reinforced cement concrete (M-25) with using batching plant, transit mixer and concrete pump in Sub structure, complete as per drawing and Technical specifications. (Height upto 5 m)

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

12.5 mm Cement plaster in 1:4CSM

Weaving wire netting for wire crates including binding sides and partitions to make crate of 15 cm x 15 cm or 25 cm x 7.5 cm mesh.

Filling stones or spalls into crates and hand packing

Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer incharge).Class PN-1.6 as per ISI (300mm i/d Sluice Valves flanged)

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