Estimate for Providing irrigation water supply as per demands from Dholbaha Dam to farmer in District Hoshiarpur Dholbaha Dam

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 out/inside the town involving lead up to 15m complete in all respect as per designs, drawing and instructions of Engineer-in-charge.

Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work as per design, drawing and instructions of Engineer-in-charge.

Providing, Laying, fixing & jointing of uP.V.C. socketed type Pipe of superior make @ 2.5 kgf/sqcm (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. (90mm)

Providing, Laying, fixing & jointing of uP.V.C. socketed type Pipe of superior make @ 2.5 kgf/sqcm (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge.(110 mm)

Providing, Laying, fixing & jointing of uP.V.C. socketed type Pipe of superior make @ 2.5 kgf/sqcm (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge.(125 mm)

Providing, Laying, fixing & jointing of uP.V.C. socketed type Pipe of superior make @ 2.5 kgf/sqcm (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge.(140 mm)

Providing, Laying, fixing & jointing of uP.V.C. socketed type Pipe of superior make @ 2.5 kgf/sqcm (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge.(160 mm)

Providing, Laying, fixing & jointing of uP.V.C. socketed type Pipe of superior make @ 2.5 kgf/sqcm (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge.(200 mm)

Supplying and Fixing upvc Riser for Release of Water at different outlet. Complete in all respect as per Design and P.W.D Specifications and Instruction of Engineer-in-charge.(90 mm)

Supplying and Fixing upvc Riser for Release of Water at different outlet. Complete in all respect as per Design and P.W.D Specifications and Instruction of Engineer-in-charge.(110 mm

Supplying and Fixing upvc Riser for Release of Water at different outlet. Complete in all respect as per Design and P.W.D Specifications and Instruction of Engineer-in-charge.(125 mm)

Supplying and Fixing upvc Riser for Release of Water at different outlet. Complete in all respect as per Design and P.W.D Specifications and Instruction of Engineer-in-charge.(140 mm)

Supplying and Fixing upvc Riser for Release of Water at different outlet. Complete in all respect as per Design and P.W.D Specifications and Instruction of Engineer-in-charge.(160 mm)

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 complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge.(90mm)

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 complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge.(110 mm)

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 complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge.(125mm)

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 complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge.(140 mm)

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 complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge.(160 mm)

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 complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge.(500 mm)

Providing & fixing Single Air Valves ISI Mark das per IS- 14845 including jointing, cost of nut bolts & rubber insertion all carriages complete. (d)C.I Single air valve screwed (size 50mm) complete in all respect as per specifications, design, drawing and instructions of Engineerincharge. CSR Item 28.29d

Providing & fixing 151 Marked Alfa Valves complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. (90 mm)

Providing & fixing ISI Marked Alfa Valves complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. (110 mm)

Providing & fixing ISI Marked Alfa Valves complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. (125 mm)

Providing & fixing ISI Marked Alfa Valves complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. (140 mm)

Providing & fixing ISI Marked Alfa Valves complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. (160 mm)

Cement concrete 1:4:8 with stone ballast 40mm gauge, mixing by manual means mixing by mechanical means using concrete mixer volumetric type complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. CSR-10.11 b(ii)

Cement concrete 1:2:4 With stone ballast or shingle, mixing by mixing by mechanical means using concrete mixer volumetric type Complete in all respect as per Design, Drawings, Specifications and Instructions of Engineer-in-Charge. CSR-10.13(a)(ii)

First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth complete in all respect as per specifications, design, drawing and instructions of Engineerin-charge.CSR-11.7

Cement plaster 1:4 12.50mm thick complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge.CSR-15.9

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) complete in all respect as per design, specifications and instructions of Engineer-in-charge.CSR - 9.1

Providing, Laying, fixing & jointing of uP.V.C. sockets/coupler as per IS 10124-2009 @ 6.0 Kgf. /sqcm (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. (90 mm)

Providing, Laying, fixing & jointing of uP.V.C. sockets/coupler as per IS 10124-2009 @ 6.0 Kgf. /sqcm (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. (110 mm)

Providing, Laying, fixing & jointing of uP.V.C. sockets/coupler as per IS 10124-2009 @ 6.0 Kgf. /sqcm (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. (125 mm)

Providing, Laying, fixing & jointing of uP.V.C. sockets/coupler as per IS 10124-2009 @ 6.0 Kgf. /sqcm (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. (140 mm)

Providing, Laying, fixing & jointing of uP.V.C. sockets/coupler as per IS 10124-2009 @ 6.0 Kgf. /sqcm (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. (160 mm)

Providing, Laying, fixing & jointing of uP.V.C. sockets/coupler as per IS 10124-2009 @ 6.0 Kgf. /sqcm (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge.(200 mm)

Providing, Laying, fixing & jointing of uP.V.C. 90 deg. bends as per IS 10124-2009 @6.0 Kgf. /sqcm (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge.(90 mm)

Providing, Laying, fixing & jointing of uP.V.C. 90 deg. bends as per IS 10124-2009 @6.0 Kgf. /sqcm (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 in all respect as par specifications, design, drawing and instructions of Engineer-in-charge. (110 mm)

Providing, Laying, fixing & jointing of uP.V.C. 90 deg. bends as per IS 10124-2009 @6.0 Kgf./sqcm (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 in all respect as per specifications, design, drawing 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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. (125 mm)

Providing, Laying, fixing & jointing of uP.V.C. 90 deg. bends as per IS 10124-2009 @6.0 Kgf./sqcm (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. (140 mm)

Providing, Laying, fixing & jointing of uP.V.C. 90 deg. bends as per IS 10124-2009 @6.0 Kgf. /sqcm (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. (160 mm)

Providing, Laying, fixing & jointing of uP.V.C. 90 deg. bends as per IS 10124-2009 @6.0 Kgf. /sqcm (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge.(200 mm)

Providing, Laying, fixing & jointing of uP.V.C. equal tees as per IS 10124-2009 @6.0 Kgf. /sqcm (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. (90 mm)

Providing, Laying, fixing & jointing of uP.V.C. equal tees as per IS 10124-2009 @6.0 Kgf. /sqcm (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. (110 mm)

Providing, Laying, fixing & jointing of uP.V.C. equal tees as per IS 10124-2009 @6.0 Kgf. /sqcm (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge.(125 mm)

Providing, Laying, fixing & jointing of uP.V.C. equal tees as per IS 10124-2009 @6.0 Kgf. /sqcm (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 in all respect as per specifications, design, drawing and Instructions of Engineer-in-charge. (140 mm)

Providing, Laying, fixing & jointing of uP.V.C. equal tees as per IS 10124-2009 @6.0 Kgf. /sqcm (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge.(160 mm)

Providing, Laying, fixing & jointing of uP.V.C. equal tees as per IS 10124-2009 @6.0 Kgf. /sqcm (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. (200 mm)

Providing, Laying, fixing & jointing of uP.V.C. reducer as per IS 10124-2009 @6.0 Kgf. /sqcm (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. (90*110 mm)

Providing, Laying, fixing & jointing of uP.V.C. reducer as per IS 10124-2009 @6.0 Kgf. /sqcm (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. (110*125 mm)

Providing, Laying, fixing & jointing of uP.V.C. reducer as per IS 10124-2009 @6.0 Kgf. /sqcm (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. (125*140mm)

Providing, Laying, fixing & jointing of uP.V.C. reducer as per IS 10124-2009 @6.0 Kgf. /sqcm (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge.(140*160mm)

Providing, Laying, fixing & jointing of uP.V.C. reducer as per IS 10124-2009 @6.0 Kgf. /sqcm (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. (160*200 mm)

Providing, Laying, fixing & jointing of End caps (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. (90 mm)

Providing, Laying, fixing & jointing of End caps (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. (110 mm)

Providing, Laying, fixing & jointing of End caps (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. (125 mm)

Providing, Laying, fixing & jointing of End caps (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 in all respect as per specifications, ecifications, design, drawing in-charge. (140 mm) and instructions of Engineer-in-charge.(140

Providing, Laying, fixing & jointing of End caps (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. (160 mm)

Providing, Laying, fixing & jointing of End caps (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 in all respect as per specifications, design, drawing and instructions of Engineer-in-charge.(200 mm)

Supply and fixing of Flange tail end 4 kg with flange confirming to code with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respect as per design, pwd specifications and instructions of Engineer-in-charge(90 mm)

Supply and fixing of Flange tail end 4 kg with flange confirming to code with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respect as per design, pwd specifications and instructions of Engineer-in-charge(110 mm)

Supply and fixing of Flange tail end 4 kg with flange confirming to code with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respect as per design, pwd specifications and instructions of Engineer-in-charge(125 mm)

Supply and fixing of Flange tail end 4 kg with flange confirming to code with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respect as per design, pwd specifications and instructions of Engineer-in-charge(140 mm)

Supply and fixing of Flange tail end 4 kg with flange confirming to code with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respect as per design, pwd specifications and instructions of Engineer-in-charge(160 mm)

Providing and fixing 2 inch dia Tunknipple of air valve confirming to IS codes with latest amendments if any at site of work including loading, unloading, fixing and rehandling if any complete in all respect as per design and PWD specifications and instructions of engineer in charge.

Providing & fixing Double Air Valves ISI Mark das per IS-14845 including jointing all carriages complete. (e)C.I Double air valve screwed (size 100mm) complete in all respect as per specifications, design, drawing and instructions of Engineer-incharge.

Providing and fixing D-Joint confirming to IS codes with latest amendments if any at site of work including loading, unloading, fixing and rehandling if any complete in all respect as per design and PWD specifications and instructions of engineer in charge.(90 mm)

Providing and fixing D-Joint confirming to IS codes with latest amendments if any at site of work including loading, unloading, fixing and rehandling if any complete in all respect as per design and PWD specifications and instructions of engineer in charge.(110 mm)

Providing and fixing D-Joint confirming to IS codes with latest amendments if any at site of work including loading, unloading, fixing and rehandling if any complete in all respect as per design and PWD specifications and instructions of engineer in charge. (125 mm)

Providing and fixing D-Joint confirming to IS codes with latest amendments if any at site of work including loading, unloading, fixing and rehandling if any complete in all respect as per design and PWD specifications and instructions of engineer in charge. (140 mm)

Providing and fixing D-Joint confirming to IS codes with latest amendments if any at site of work including loading, unloading, fixing and rehandling if any complete in all respect as per design and PWD specifications and instructions of engineer in charge. (160 mm)

Providing and fixing D-Joint confirming to IS codes with latest amendments if any at site of work including loading, unloading, fixing and rehandling if any complete in all respect as per design and PWD specifications and instructions of engineer in charge. (200 mm)

C.J. BUILDERS (BID ID -635968)

BHUPESH MITTAL CONTRACTOR (BID ID -640453)