Estimate for the Construction of New Escape at RD 26500 of Daulatpur Minor by laying RCC pipeline and linking Daulatpur Minor with Abul Khurana 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. ( CSR Item 6.6)

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 upto 1.5 mtr depth

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 upto 1.5 mtr depth

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 800 mm

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 (CSR Item No. 21.4)

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 22 hours a a day for 2 days (lump sum)

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 8.6 km(first 25m hatch&last 475m hatch).

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) 800mm 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 800mm i/d Non-return valve

CHAPTER NO. 21 BRIDGES- FOUNDATIONS & SUB- STRUCTURE (21.32) Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (G) RCC Grade M-30 ((a)) Height upto 5m ((ii)) Using Batching Plant, Transit Mixer and Concrete Pump

CHAPTER NO. 21 BRIDGES- FOUNDATIONS & SUB- STRUCTURE (21.32) Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (E) RCC Grade M20 ((a)) Height upto 5m ((ii)) With Batching Plant, Transit Mixer and Concrete Pump

Any other item

VARSHA CONSTRUCTION CO