Construction of Distribution System of Pojewal Distributary No. 2 off taking at R.D. 3100 m of Pojewal Lift Irrigation Scheme No. 2 off take at RD 112.526 km left side of Kandi Canal Stage-II.

Amount

Excavation by mechanical means (JCB or Hydraulic Excavator) in trenches for pipe line 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 rainwater , diversion for traffic, night signals providing and fixing and caution boards, crossing over trenches for access to houses, watching fencing etc and removal of surplus soil outside/inside the town involving lead upto 15 mtr. Complete in all respect.

Earthwork upto 1.50 mtr. Depth

Filing sand in Alpha valve, air vent valve And Sluice valve chamber including supply and carriage of sand from local choe lead upto 5 km.,including loading and unloading and rehandling if any complete in all respect. Fine Sand With FM not less than 1.6

Providing, Laying, fixing & jointing of U.P.V.C pipes of superior make @ 2.5 kgf pressure as per ISI-4985(ISI marked with the prior approval of Engineer in charge) along the trenches and laying the same in trenches to correct alignment and gradient, cutting, jointing and testing complete as per specifications

Supply & fixing UPVC riser from UPVC pipe for release of water at different outlet complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge.

Supply & fixing UPVC Long bends of different angle of 6kgf pressure conforming to IS-codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge.

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).

Providing & fixing alpha valve including carriage, rehandling, loading, unloading, testing, etc. complete in all respect as per PWD specifications or instructions of the engineer in charge.

Providing & fixing UPVC Reducer/ Increaser of 6Kgf pressure conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge.

Supply and fixing flange tail end point of 6kgf with M.S. flange including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge

140 x6Kgf mm.

160 x6Kgf mm.

180x6Kgf mm.

200x6Kgf mm.

225x6Kgf mm

250x6Kgf mm.

400x6Kgf mm

500x6Kgf mm

Supply & fixing of UPVC equal-Tee of 6 kg/cm2 pressure conforming to IS-codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge

Supply & fixing of UPVC Unequal-Tee of 6 kg/cm2 pressure conforming to IS-codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge

Supply & fixing of service saddle M.S. conforming to code with latest amendments if any at site including carriage, loading, unloading & rehandling complete in all respect as PWD specifications or instructions of the Engineer In Charge

140 mm x 50 mm

160 mm x 50 mm

180 mm x 50 mm

200 mm x 50 mm

225 mm x 50 mm

250 mm x 50 mm

First class brunt brick masonry laid in 1:5 cement sand mortar in foundation & plinth

Providing and fixing single air valve ISI marked as per IS-14845 including jointing cost of nuts and bolts and rubber insertion all carriage complete

CI single air valve screwed sized 50 mm

Construction of masonary sluice valve chamber excluding sluice valve cover as per standard design and drawing of public health department.

Size 0.6 m x 0.6 m

Size 0.9 m x 0.9 m

12.5 mm thick cement plaster 1:2 cement sand mortar

Providing and laying RCC 1:2:4 for foundation slab mixed with volumetric type concrete mixer excluding steel reinforcement but including all labour charges complete in all respect as per PWD specifications and instructions of Engineer in charge.

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

Shuttering for precast and plain or Reinforced concrete blocks, wall plates, bedplates, shelves etc.

Dismantling of flexible pavements thickness above 50 mm by mechanical means and disposal of dismantal material upto a lead of 1000 mtr staking serviceable and unserviceable material seperately as per technical clause 202 of MORTH &H specifications

Water Bound Macadam Grading II Providing laying spreading and compacting stone aggregates of grading II to water bound macadam specifications including spreading in uniform thickness hand packing rolling with smooth wheeled roller 8 to 10 tons in stages to proper grade and camber applying and brooming requisite type screening binding material to fill up the interstices of course aggregate wetting and compacting to required density complete as per technical clause 404 of MORTH &H specifications .

Tack Coat @ 0.40kg per sqm Providing and Applying tack coat with penetration grade Bitumen VG-10 using pressure distributor at the rate of 0.40 kg per sqm. On the prepared bitumen surface /granular surface treated with prime coat after cleaning the surface complete as per techinical specifications)

Semi-Dense Bituminous Concrete 35mm to 40mm thickness (Grading I) Providing and laying semi dense bitumen concrete 35 mm to 40 mm thick with batch type HMP using crushed aggregate of specified grading premix with bitumen binder VG-30 @ 4.5 % laying with a hydrostatic paver finisher with senser control to the required grade level and alignment, rolling with smooth wheeled, vibatory, tendom rollers to achieve the desired compaction complete as per IRC-111(2009) Specifications

Any others

M/s Jaswant Rai Verma