Construction of Pojewal Distributary no.2 off take at RD 3100 m of Pojewal lift distributary off taking at RD 112526 m left side of Kandi canal stage-2

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

Exceeding 1.5 m depth but not exceeding 2.25 m depth

Filing sand in air vent valve chamber and providing sand cushion 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

First class burnt brick laid in cement sand mortar 1:4 in foundation and plinth.

12.5 mm thick cement plaster 1:3

Providing , stringing out , cutting jointing and testing AC pipes ISI marked as per IS 1592:2003 class 15 with suitable AC coupling along the trench and laying the same into trenches to correct alignment and gradients , including all carriage complete.

800mm (RD 0 m )

700mm (RD 428 m)

600mm (RD 5205 m)

500mm (RD 7710 m)

450mm (RD 8070 m)

400mm (RD 9560 m)

350mm (RD 10780 m)

300mm (RD 12680 m)

Providing and fixing flange on one end of TEE side of MS pipe complete in all respect as per design, PWD specifications and as per instructions of Engineer in charge

Providing and fixing of Cast Iron bend of different dia as per IS 5531- 1988 different angles including carriage to site of work and fixing of CI-D joints and testing etc. complete in all respect as per design PWD specifications and instructions of Engineer in charge(Rates as per quatations)

Providing and fixing of CID joints long collar including carriage to site of work and testing etc. complete in all respect as per PWD specifications and instructions of Engineer in charge

Providing and fixing Cast Iron reducer including carriage to site of work and testing etc. complete in all respect as per design and PWD specifications and instructions of Engineer in charge

Providing and fixing of CI unequal Tees (IS 5531) including carriage and rehandling if any complete in all respect as per design and specifications (NS)

Providing and fixing CI/DI flanged end stem of SS (AIS 1410) AND Bronze (gunmetal) working parts Sluice valve ISI marked 14846-2000,including jointing ,testing & cost of Nut, Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge).

Providing and fixing double air valve ISI marked as per ISI 14845 including jointing all carriage complete.

CI double air valve size 100 mm

Providing and laying fixing MS pipe IS 1239 and special such as Tee,bend,socket, albow etc in trenches in ground including cutting threading and testing etc for air vent valve complete in all respect as per design and specifications

Providind and fixing Scour Valve all sizes including carriage from divisional stores or nearest Railway Stations to site of work including testing etc. complete in all respect as per design and specifications.

Construction of masonary sluice valve chamber excluding sluice valve cover as per standard design and drawing of public health department. Size 0.9 m x 0.9 m

Providing and laying RCC 1:2:4 for foundation slab mixed with volumetric type concrete mixer complete in all respect as per PWD specifications and instructions of Engineer in charge

TMT steel reinforcement (FE 500) for RCC work where not include in complete part of RCC including bending binding and placing in position including supply carriage loading and unloading of steel respect as per PWD specifications and instructions of Engineer in charge

Dismantling of bitumenous courses of flexible pavements 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 complete in all respectas per PWD specifications and instructions of Engineer in charge.

Providing laying spreading and compacting stone aggregates of grading II to water bound mecadem 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 II 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 complete in all respectas per PWD specifications.

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.

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 Item

GURINDER SINGH CONTRACTOR