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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.3 LAccepted-AOC | ₹47.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹53.1 L+₹5.8 L (12.2%)Rejected-AOC | ₹53.1 L+₹5.8 L (12.2%) | L2 | Rejected-AOC L2 |
Tender Value
₹47.3 L
EMD Value
₹94,574
Closing Date
26 May 2023, 12:30 pmClosed
Executive Engineer
Kandi Area Dam Maintenance Division no. 1, WRD, Punjab, Hoshiarpur
Restoration of damaged/choked pipline along with allied works of distribution system of Patiari Dam in District Hoshiarpur.
2023_WR_102344_1
20/6A Date 13.05.2023
Open Tender
Civil Works
Item Rate
170 days
Patiari Dam
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹94,574
18 Jul 2023
15 May 2023
26 May 2023
15 May 2023
26 May 2023
15 May 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 outside/inside the town involving lead upto 15 meter complete in all respect
Eartk 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 P.V.C. 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 socketed type uPVC of pipe of 2.5 Kgf. /sq.cm pressure pipe
Providing, Laying fixing & jointing of P.V.C. 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. 160 mm o/d pipe socketed type uPVC of pipe of 2.5 Kgf. /sq.cm pressure 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) 250 mm 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) 160 mm i/d Sluice Valves flanged - CSR 28.27 (d)
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) 200 mm i/d Sluice Valves flanged - CSR 28.27 (d)
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 160 mm Dia. Alfa Valve
Cement concrete 1:4:8 with stone ballast 20mm gauge, mixing by manual means 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
Dismantling Concrete, (c) Cement Concrete plain 1:3:6
Dismantling Concrete, (d) Cement Concrete plain 1:2:4
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 160 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 160 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 160 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.
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
160 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 opening of choked pipes of distribution system)
(a) Capacity of Air compressor 300 cfm at 250 PSI.
(b) Capacity of Air compressor 500 cfm at 150 PSI.
The New Gautam Nagare Co-Op Labour contrcution society ltd.
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