Restoration of damaged/choked pipline along with allied works of distribution system of Saleran Dam in District Hoshiarpur

Amount

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 outside/inside the town involving lead upto 15 meter complete in all respect.

Earth Work upto 1.5 m.Depth for

All classes of soil except rocky

Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work

Providing, Laying , fixing & jointing of U.P.V.C. socket type Pipes 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 gradients, cutting, jointing and testing complete as per specifications. 200mm o/d pipe of 2.5 Kg. /sqcm

Providing, Stringing out, cutting Jointing & testing A.C. Pipes ISI marked as per IS 1592- 2003 class-15 with suitable A C coupling along the trenches and laying the same into Trenches to correct alignment and gradients, including all carriage complete - 250mm i/d pipe.

Providing, Stringing out, cutting Jointing & testing A.C. Pipes ISI marked as per IS 1592- 2003 class-15 with suitable A C coupling along the trenches and laying the same into Trenches to correct alignment and gradients, including all carriage complete - 350mm i/d pipe

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) B. Class PN-1.6 as per IS (d) 200mm i/d Sluice Valves flanged

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) B. Class PN-1.6 as per IS (d) 250mm i/d Sluice Valves flanged

Providing & fixing Single air valve ISI Marked as per IS-14845 including jointing, cost of nut bolts & rubber insertion all carriages complete. (d) C.I Single air valve screwed (Size 50mm)

Providing & fixing ISI Marked 200 mm Dia. Alfa Valve

Providing & fixing ISI Marked 250 mm Dia. Alfa Valve

Cement concrete 1:4:8 with stone ballast 40mm gauge, mixing by mechanical means using concrete mixer volumetric type

Cement concrete 1:3:6 mixing by mechanical means using concrete mixer volumetric type

Cement concrete 1:2:4 With stone ballast or shingle, mixing by mechanical means using concrete mixer volumetric type

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

Cement plaster 1:4 12.50mm thick

Dismantling Brick work tile, masonry or tile lining, (In cement)

Dismantling Concrete, (b) Cement Concrete plain 1:4:8 or 1:5:10

Dismantling Concrete, (c) Cement Concrete plain 1:3:6

Dismantling Concrete, (d) Cement Concrete plain 1:2:4 mix

Providing & fixing 200 mm Dia. Bend (6 kg/cm2 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 225 mm Dia. Bend (6 kg/cm2 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 200 mm Dia. Tee (6 kg/cm2 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 225 mm Dia. Tee (6 kg/cm2 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 225 x 200 mm Dia. Reducer (6 kg/cm2 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 & 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

200 mm x 50 mm

225 mm x 50 mm

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.(for openning the chocked pipes in dam distridution system)

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

(b) Capacity of Air compressor 500 cfm at 150 PSI.

Providing, laying, jointing, fixing and testing ISI Marked uPVC Pipe with G.I. specials as per ISI-4985, including cost of G.I. specials such as tees, bends, sockets, elbows etc. testing inside building complete. B) uPVC Pipe 6 Kgf/cm2 b) 50mm i/d

Providing, Laying , fixing & jointing of U.P.V.C. socket type Pipes 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 gradients, cutting, jointing and testing complete as per specifications. 225mm o/d pipe of 2.5 Kg. /sqcm

Ramesh Kumar