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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.5 LAccepted-AOC | L1 | Accepted-AOC L1 BIDDER | |
| 2 | L2₹64.0 L+₹1.6 L (2.53%)Rejected-Finance | L2 | Rejected-Finance L2 Bidder |
Tender Value
₹63.2 L
EMD Value
₹1.3 L
Closing Date
16 Aug 2023, 10:00 amClosed
EXECUTIVE ENGINEER
Executive Engineer, Kandi Area Dam Mtc. Divn. No.1, WRD. Punjab, Hoshiarpur.
Estimate for Restoration of damaged/chocked pipe line along with allied work of distribution system of Chohal Dam in district Hoshiarpur.
2023_WR_106695_1
81
Open Tender
Civil Works
Item Rate
170 days
HOSHIARPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
Yes
₹1.3 L
Yes
22 Aug 2024
3 Aug 2023
16 Aug 2023
3 Aug 2023
16 Aug 2023
3 Aug 2023
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 side/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 uPVC. 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. 90mm o/d pipe of 2.5 Kg. /sqm
Providing, Laying , fixing & jointing of uPVC. 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. 110mm o/d pipe of 2.5 Kg. /sqm
Providing, Laying , fixing & jointing of uPVC. 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. 125mm o/d pipe of 2.5 Kg. /sqm
Providing, Laying , fixing & jointing of uPVC. 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. 140mm o/d pipe of 2.5 Kg. /sqm
Providing, Laying , fixing & jointing of uPVC. 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. 160mm o/d pipe of 2.5 Kg. /sqm
Providing, Laying , fixing & jointing of uPVC. 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. 180mm o/d pipe of 2.5 Kg. /sqm
Providing, Laying , fixing & jointing of uPVC. 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. /sqm
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) 90mm 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) 110mm 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) 125mm 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) 140mm i/d Sluice Valves flanged
Providing, Laying , fixing & jointing of uPVC. 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. 160mm o/d pipe of 2.5 Kg. /sqm
Providing, Laying , fixing & jointing of uPVC. 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. 180mm o/d pipe of 2.5 Kg. /sqm
Providing, Laying , fixing & jointing of uPVC. 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. /sqm
Providing & fixing single Air Valve ISI Marked as per IS-14845 including jointing, cost of nut bolts & rubber insertion all carriages complete.
C.I Single air valve (Size 50mm)
Providing & fixing ISI Marked 90 mm Dia. Alfa Valve
Providing & fixing ISI Marked 110 mm Dia. Alfa Valve
Providing & fixing ISI Marked 125 mm Dia. Alfa Valve
Providing & fixing ISI Marked 140 mm Dia. Alfa Valve
Providing & fixing ISI Marked 160 mm Dia. Alfa Valve
Providing & fixing ISI Marked 180 mm Dia. Alfa Valve
Providing & fixing ISI Marked 200 mm Dia. Alfa Valve
Cement concrete 1:4:8
With stone aggregate 40mm gauge
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
Cement Concrete plain 1:4:8 or 1:5:10
Dismantling Concrete
Cement Concrete plain 1:2:4
Supplying and Fixing uPVC Equal Tee of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Amendments if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge (110x110x110 mm)
Supplying and Fixing uPVC Equal Tee of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Amendments if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge (125x125x125 mm)
Supplying and Fixing uPVC Equal Tee of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Amendments if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge (140x140x140 mm)
Supplying and Fixing uPVC Equal Tee of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Amendments if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge (160x160x160 mm)
Supplying and Fixing uPVC Equal Tee of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Amendments if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge (200x200x200 mm)
Supplying and Fixing uPVC Reducer of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Amendments, if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge ( 90x110 mm)
Supplying and Fixing uPVC Reducer of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Amendments, if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge ( 110x125 mm)
Supplying and Fixing uPVC Reducer of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Amendments, if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge ( 125x140 mm)
Supplying and Fixing uPVC Reducer of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Amendments, if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge ( 140x160 mm)
Supplying and Fixing uPVC 90° Bend of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Amendments, if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge (90 mm)
Supplying and Fixing uPVC 90° Bend of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Amendments, if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge (110 mm)
Supplying and Fixing uPVC 90° Bend of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Amendments, if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge (125 mm)
Supplying and Fixing uPVC 90° Bend of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Amendments, if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge (140 mm)
Supplying and Fixing uPVC 90° Bend of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Amendments, if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge (160 mm)
Supplying and Fixing uPVC 90° Bend of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Amendments, if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge (180 mm)
Supplying and Fixing uPVC 90° Bend of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Amendments, if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge (200 mm)
Supplying and Fixing uPVC Socket of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Amendments, if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge (90 mm)
Supplying and Fixing uPVC Socket of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Amendments, if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge (110 mm)
Supplying and Fixing uPVC Socket of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Amendments, if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge ( 125 mm)
Supplying and Fixing uPVC Socket of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Amendments, if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge ( 140 mm)
Supplying and Fixing uPVC Socket of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Amendments, if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge ( 160 mm)
Supplying and Fixing uPVC Socket of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Amendments, if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge ( 180 mm)
Supplying and Fixing uPVC Socket of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Amendments, if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge ( 200 mm)
Supplying and Fixing uPVC End Cap of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Amendments, if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge (90 mm)
Supplying and Fixing uPVC End Cap of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Amendments, if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge (110 mm)
Supplying and Fixing uPVC End Cap of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Amendments, if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge (125 mm)
Supplying and Fixing uPVC End Cap of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Amendments, if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge (140 mm)
Supplying and Fixing uPVC End Cap of 4kgf/cm2 Pressure confirming to relevant IS Code with latest Amendments, if any at Site of Work. Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge (160 mm)
Supply and fixing of C.I. Flange 4 kgf confirming to code with latest amendments if any at site of work complete in all respect as per design, pwd specifications and instructions of Engineer-in-charge (90 mm)
Supply and fixing of C.I. Flange 4 kgf confirming to code with latest amendments if any at site of work complete in all respect as per design, pwd specifications and instructions of Engineer-in-charge (110 mm)
Supply and fixing of C.I. Flange 4 kgf confirming to code with latest amendments if any at site of work complete in all respect as per design, pwd specifications and instructions of Engineer-in-charge (125 mm)
Supply and fixing of C.I. Flange 4 kgf confirming to code with latest amendments if any at site of work complete in all respect as per design, pwd specifications and instructions of Engineer-in-charge (140 mm)
Supply and fixing of C.I. Flange 4 kgf confirming to code with latest amendments if any at site of work complete in all respect as per design, pwd specifications and instructions of Engineer-in-charge (160 mm)
Supply and fixing of C.I. Flange 4 kgf confirming to code with latest amendments if any at site of work complete in all respect as per design, pwd specifications and instructions of Engineer-in-charge (180 mm)
Supply and fixing of C.I. Flange 4 kgf confirming to code with latest amendments if any at site of work complete in all respect as per design, pwd specifications and instructions of Engineer-in-charge (200 mm)
Supplying and Fixing of Service Saddle confirming to code with latest Amendments if Any at Site. Complete in all respect as per P.W.D Specifications and Instructions of Engineer-in-charge. (90x50 mm)
Supplying and Fixing of Service Saddle confirming to code with latest Amendments if Any at Site. Complete in all respect as per P.W.D Specifications and Instructions of Engineer-in-charge. (110x50 mm)
Supplying and Fixing of Service Saddle confirming to code with latest Amendments if Any at Site. Complete in all respect as per P.W.D Specifications and Instructions of Engineer-in-charge. (125x50 mm)
Supplying and Fixing of Service Saddle confirming to code with latest Amendments if Any at Site. Complete in all respect as per P.W.D Specifications and Instructions of Engineer-in-charge. (140x50 mm)
Supplying and Fixing of Service Saddle confirming to code with latest Amendments if Any at Site. Complete in all respect as per P.W.D Specifications and Instructions of Engineer-in-charge. (160x50 mm)
Supplying and Fixing of Service Saddle confirming to code with latest Amendments if Any at Site. Complete in all respect as per P.W.D Specifications and Instructions of Engineer-in-charge. (180x50 mm)
Supplying and Fixing of Service Saddle confirming to code with latest Amendments if Any at Site. Complete in all respect as per P.W.D Specifications and Instructions of Engineer-in-charge. (200x50 mm)
Supplying and fixing uPVC riser for release of water at different outlet complete in all respect as per design, pwd specifications and instructions 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, pwd specifications and instructions 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, pwd specifications and instructions 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, pwd specifications and instructions 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, pwd specifications and instructions of Engineer-in-charge (160 mm)
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering). Complete in all respect as per Designs, Specifications and Instructions of Engineer-in-charge.
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 (a) Capacity of Air compressor 300 cfm at 250 PSI
majha construction and supply co.
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