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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAccepted-AOC 13193 GALI NO 9 NAMDEV MARG BATHINDA | ₹3.2 Cr | L1 | Accepted-AOC low |
| 2 | L2₹3.3 Cr+₹8.4 L (2.58%)Rejected-AOC 180 10 STREET NO 10 HARPAL NAGAR NEAR TRIVENI MANDIR BHATTI ROAD BATHINDA 151001 | BATHINDA | PUNJAB | 151001 | ₹3.3 Cr+₹8.4 L (2.58%) | L2 | Rejected-AOC High |
| 3 | L3₹3.8 Cr+₹51.2 L (15.8%)Rejected-AOC | ₹3.8 Cr+₹51.2 L (15.8%) | L3 | Rejected-AOC High |
| 4 | L4₹3.8 Cr+₹59.2 L (18.2%)Rejected-AOC 47 C MODEL TOWN EXTENSION LUDHIANA PB | LUDHIANA | PUNJAB | 141001 | ₹3.8 Cr+₹59.2 L (18.2%) | L4 | Rejected-AOC High |
| 5 | L5₹3.9 Cr+₹66.2 L (20.4%)Rejected-AOC | ₹3.9 Cr+₹66.2 L (20.4%) | L5 | Rejected-AOC High |
Tender Value
₹4.2 Cr
EMD Value
₹8.4 L
Closing Date
16 May 2025, 12:00 pmClosed
EXECUTIVE ENGINEER
Ropar Canal and Ground Water Division WRD Punjab
Estimate for Providing gravitational distribution System network for villages Lakher, danera, Samlah etc for Tank No. 2 in Changer area of Shri Anandpur Sahib including supply, installation, testing and commissioning in all respect
2025_WR_139160_1
15/22A/2025-26
Open Tender
Civil Works - Lift Irrigation Schemes
Item Rate
180 days
SHRI ANANDPUR SAHIB
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
Yes
₹8.4 L
Yes
Ropar Canal and Ground Water Division WRD Punjab
18 Jun 2025
24 Apr 2025
16 May 2025
25 Apr 2025
16 May 2025
25 Apr 2025
5 May 2025
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. (A) Upto 1.5 m depth (iii) For semi conglomerate soil of having gravel/Boulder upto 50%
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. (a) Earth work upto 1.5 m. Depth for For Ordinary soil having gravel upto 40%
Excavation manually in trenches for pipe lines with straight or open cutting in streets and lanes in builtup area where width of street / Lane from wall to wall is less than 3 meter 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, watching, fencing, etc. and removal of surplus soil from the site upto 15 meter distance complete in all respects. (a)Earth work upto 1.5m. Depth For Ordinary soil having gravel upto 40%
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. B Mechanical Means (a) Depth upto 3m
Cement Concrete 1:3:6 with (i) stone ballast or shingle (PCC) mixing by mechanical means using concrete mixer volumetric type.
Reinforced cement concrete M-25 with cement @375/kg per cum hand mixed but excluding steel reinforcement centring and shuttering in foundation and Plinth
First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
12.5 mm thick cement plaster 1:4
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
Cement concrete 1:2:4 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type
Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in postion complete.
Supply and installation of alfa valve including fittings etc complete in all aspects of 90 mm
Supply and installation of alfa valve including fittings etc complete in all aspects of 110mm
Supply and installation of alfa valve including fittings etc complete in all aspects of 125 mm
Supply and installation of alfa valve including fittings etc complete in all aspects of 160mm
Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves (350 mm) 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 C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves (300 mm) 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 C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves (250mm) 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 C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves (200mm) 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 C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves (150mm) 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 C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves (125mm) 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 C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves (100mm) 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 C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves (80mm) 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 C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves (63mm) 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 double air valve ISI Marked as per IS-14845 including jointing all carriages complete .C.I Double air valve (Size 65mm)
Nuts & Bolts of all sizes and length required
Providing & Fixiing C.I indicating plates of size 100mm x 100 mm for SV/FH including synthetic enammel paint & letters in white enamel paint, fixing in the ground with angle iron of size 25x25x5mm, 230mm height from ground including conrete block complete in all respect as directed by Engineer-in-charge
Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. B) H.D.P.E pipe of 8 Kg. PE-100 P) 355 mm o/d
Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. B) H.D.P.E pipe of 8 Kg. PE-100 P) 315 mm o/d
Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointingand testing complete as per specifications. B) H.D.P.E pipe of 8 Kg. PE-100 l) 280 mm o/d
Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointingand testing complete as per specifications. B) H.D.P.E pipe of 8 Kg. PE-100 l) 250 mm o/d
Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointingand testing complete as per specifications. B) H.D.P.E pipe of 8 Kg. PE-100 l) 225 mm o/d
Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying the same in Trenche to correct alignment and gradients, cutting, jointing and testing complete as per specifications. B) H.D.P.E pipe of 8 Kg. PE-100 k) 200 mm o/d
Providing, Laying, fixing & jointing of Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying thesame in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. B) H.D.P.E pipe of 8 Kg. PE-100 j) 180 mm o/d
Providing,Laying , fixing & jointing of Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointingand testingcompleteasper specifications. B) H.D.P.E pipe of 8 Kg. PE-100 i) 160 mm o/d
Providing, Laying, fixing & jointing of Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying thesame in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. B) H.D.P.E pipe of 8 Kg. PE-100 h) 140 mm o/d
Providing, Laying, fixing & jointing of Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying thesame in Trenches to correct alignment and gradients, cutting, jointingand testing complete as per specifications. B) H.D.P.E pipe of 8 Kg. PE-100 g) 125 mm o/d
Providing,Laying , fixing & jointing of Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specfications. B) H.D.P.E pipe of 8 Kg. PE-100 h) 110 mm o/d
Providing, Laying, fixing & jointing of Marked H.D.P.E. Pipes as per ISI-4984 along the Trenches and laying thesame in Trenches to correct alignment and gradients,cutting, jointing and testing complete as per specifications. B) H.D.P.E pipe of 8 Kg. PE-100 e) 90 mm o/d
Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying thesame in Trenches to correct alignment and gradients, cutting, jointingand testing complete as per specifications. A)H.D.P.E pipe of 10 Kg. PE-100 e) 75 mm o/d
Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying thesame in Trenches to correct alignment and gradients, cutting, jointingand testing complete as per specifications. A)H.D.P.E pipe of 10 Kg. PE-100 d) 63 mm o/d
Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying thesame in Trenches to correct alignment and gradients, cutting, jointingand testing complete as per specifications. A)H.D.P.E pipe of 10 Kg. PE-100 d) 50 mm o/d
Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying thesame in Trenches to correct alignment and gradients, cutting, jointingand testing complete as per specifications. A)H.D.P.E pipe of 10 Kg. PE-100 d) 40 mm o/d
Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI- 4984 along the Trenches and laying thesame in Trenches to correct alignment and gradients, cutting, jointingand testing complete as per specifications. A)H.D.P.E pipe of 10 Kg. PE-100 d) 32 mm o/d
Supply and fixing of HDPE Reducer 355x315 mm
Supply and fixing of HDPE Reducer 315x280 mm
Supply and fixing of HDPE Reducer 280x250 mm
Supply and fixing of HDPE Reducer 250x225 mm
Supply and fixing of HDPE Reducer 225x200 mm
Supply and fixing of HDPE Reducer 200x180 mm
Supply and fixing of HDPE Reducer 180x160 mm
Supply and fixing of HDPE Reducer 160x140 mm
Supply and fixing of HDPE Reducer 140x125 mm
Supply and fixing of HDPE Reducer 125x110 mm
Supply and fixing of HDPE Reducer 110x90 mm
Supply and fixing of HDPE Reducer 90x75 mm
Supply and fixing of HDPE Reducer 75x63 mm
Supply and fixing of HDPE Reducer 63x50 mm
Supply and fixing of HDPE Reducer 50x40 mm
Supply and fixing of HDPE Reducer 40x32 mm
Supply and fixing of HDPE Tee 355mm
Supply and fixing of HDPE Tee 315mm
Supply and fixing of HDPE Tee 280mm
Supply and fixing of HDPE Tee 250mm
Supply and fixing of HDPE Tee 225mm
Supply and fixing of HDPE Tee 200mm
Supply and fixing of HDPE Tee 180mm
Supply and fixing of HDPE Tee 160mm
Supply and fixing of HDPE Tee 140mm
Supply and fixing of HDPE Tee 125mm
Supply and fixing of HDPE Tee 110mm
Supply and fixing of HDPE Tee 90mm
Supply and fixing of HDPE Tee 75mm
Supply and fixing of HDPE Tee 63mm
Supply and fixing of HDPE Tee 50mm
Supply and fixing of HDPE Tee 40 mm
Supply and fixing of HDPE Tee 32 mm
Providing & fixing of PRV Valve 315 mm dia Material s.s.
Providing & fixing of PRV Valve 225 mm dia Material s.s.
Providing & fixing of PRV Valve 180 mm dia Material s.s.
Providing & fixing of PRV Valve 125 mm dia Material s.s.
Providing & fixing of PRV Valve 75 mm dia Material s.s.
Concrete Cement concrete 1:4:8 with stone ballast 20mm gauge mixing by mechanical meands using concrete mixer volumetric type
Any Other Items
MITTAL CONSTRUCTION COMPANY (BID ID -642843)
TITHARTH CONSTRUCTION PRIVATE LIMITED (BID ID -642680)
MANMOHAN SINGH CONTRACTOR (BID ID -642766)
MADAN MOHAN (BID ID -642643)
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