Construction of New Escape at RD 35350 of Kasubegu Disty by laying RCC pipeline and linking Kasubegu Disty with Piareana Drain

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, 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. NP2 600 mm

Reinforced Cement Concrete M-20 in sub Structure complete as per drawing and technical specifications height upto 5 Mtr. using concrete pump. Batching Plant and transit mixer

Reinforced Cement Concrete M-30 in sub Structure complete as per drawing and technical specifications height upto 5 Mtr. using . batching plant, transit mixture and conrete pump

Laying cement concrete 1:3:6 Nominal mix in foundation with crushed stone aggregates 40 mm. nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.

Filling stones or spalls into crates and packing

weaving wire netting for wire crate including binding sides and partitions to make crate

Making dewatering arrangement by pumping set 4‘‘ *4‘‘ (Tractor driven) taking 18 hours a a day for 4 days

Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads

Rehandling of earth

Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) 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 600mm i/d Sluice Valves flanged )

excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade,cutting joint holes, refilling consolidation,watering, including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect.upto1.5 mtr depth all types of soil

Any Other Item (CSR+SP)

The Piran wala L C Society LTD (BID ID -539258)