Construction of Pipe escapes at RD 75990 77884 84112 88381 of Kandi Canal Stage 2

Amount

Excavation in Soil (any type) using Hydraulic Excavator CK90 with hydraulic excavator of 0.9 cum bucket capacity including cutting , trimming bottom and side slopes, in accordance with requirements of lines,grade sand cross sections, including all lifts and combined lead upto 30m

Backfilling/Rehandling of excavated soil (Excavation in Soil (any type ) using Hydraulic Excavator CK90 with hydraulic excavator of 0.9 cum bucket capacity including cutting , trimming bottom and side slopes , in accordance with requirements of lines , grade sand cross sections , including all lifts and combined lead upto 30m.)

Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged pipes with screwed flanged as per IS:8329- 2000, Class-K9 and laying the same in trenches to correct alignment and gradients, jointed with nut bolts and rubber insertion joints fitted complete including all cartage. 450mm i/d pipe lines laid complete

Providing & fixing C.I/D.I Flangedend, stem of SS (AIS1410) and Bronze (gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing, testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in charge). Class PN-1 as per ISI. 450mm i/d Sluice Valves flanged

Proving & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS:5312/2004 in pipe lines including jointing & cost of Nut Bolt , rubber insertion etc. complete. Note : If Non-return valves class PN-1.6 is used instead of class PN-1.0,than 5% will be paid extra. Class PN-1.0 as per ISI with rubber Flap 450mm i/d Non-return valve

Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. Size 0.9 m. x 0.9 m.

Cement concrete 1:3:6 (a)with stone ballast or shingle (ii)mixing by mechanical means using concrete mixer volumetric type

Reinforced cement concrete M-25 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.

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

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 .

Filling stones or spalls into crates and hand packing.

Weaving wire netting for wire crates including binding sides and partitions to makecrate of 15 cmx15 cm or 25cmx7.5cm mesh

Concrete Pump of 45 & 30 cum Capacity

GURINDER PAL SINGH CONTRACTORS