Repair of direct outlet laying underground UPVC pipeline off taking at RD 107.766 KM right 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

MATERIALS Aggregates 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 (IS-4958) 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 (IS-10124-2009) 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.

160mm 90degree

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(10124-2009) 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(IS 10124-2009) including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge

160x6Kg mm

Supplying and fixing of ISI Marked CI D-joint(complete with nut, bolts & rubber ring) as per IS:8794 for repair of pipe line including cutting , jointing and testing etc. but excluding cost of excavation complete.

supply and fixing socket 6kg/cm2 icluding carriage , re-handling, loading ,unloading , testing , etc. complete In all respect as per PWD specification and instructions of the Engineer-in-charge.

Supply & fixing of UPVC equal-Tee of 6 kg/cm2 pressure conforming to IS-codes(10124-2009)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

160mmX50mm

180 mm x 50 mm

200 mm x 50 mm

225 mm x 50 mm

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

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. CSR item 10.13 ii

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 (TMT IS 1786-1985) including all labour charges complete in all respect as per PWD specifications and instructions of Engineer in charge

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

Development and Stabilizing of the tubewell with air compressor of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge Capacity of Air compressor 500 cfm at 150 PSI.(28.81(b))

Capacity of Air compressor 300 cfm at 250 PSI (a)

Any Other Item

BEETAN ENTERPRISEZ

The Lambra Co Operative L and C Society Ltd