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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 CrAccepted-AOC ABOHAR | ₹9.6 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹10.0 Cr+₹41.6 L (4.34%)Rejected-AOC D 154 D 154 GROUND FLOOR INDUSTRIAL ESTATE PHASE VII MOHALL | ₹10.0 Cr+₹41.6 L (4.34%) | L2 | Rejected-AOC L2 |
| 3 | L3₹10.4 Cr+₹82.2 L (8.58%)Rejected-AOC 180 10 STREET NO 10 HARPAL NAGAR NEAR TRIVENI MANDIR BHATTI ROAD BATHINDA 151001 | BATHINDA | PUNJAB | 151001 | ₹10.4 Cr+₹82.2 L (8.58%) | L3 | Rejected-AOC L3 |
| 4 | L4₹10.7 Cr+₹1.1 Cr (11.8%)Rejected-AOC | ₹10.7 Cr+₹1.1 Cr (11.8%) | L4 | Rejected-AOC L4 |
| 5 | L5₹12.6 Cr+₹3.0 Cr (31.3%)Rejected-AOC 6 SWASTIK VIHAR PHASE 1 SECTOR 5 MANSA DEVI COMPLEX PANCHKULA HARYANA 134114 | PANCHKULA | HARYANA | 134114 | ₹12.6 Cr+₹3.0 Cr (31.3%) | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | SKYLARK INDUSTRIES L2 | Arunesh Gupta L5 | VARSHA CONSTRUCTION CO L1 | OBEROI TUBEWELL BORING CO L4 | MITTAL CONSTRUCTION COMPANY L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Excavation by mechanical means (JCB or Hydraulic Excavator) in trenches for pipe line 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 rainwater , diversion for traffic, night signals providing and fixing and caution boards, crossing over trenches for access to houses, watching fencing etc and removal of surplus soil outside/inside the town involving lead upto 15 mtr. Complete in all respect. | ||||||||
| 2.00Earthwork upto 1.50 mtr. Depth | ||||||||
| 3.00 | For ordinary soil having gravel upto 40% | 1 | cum | 3,813 ₹3,813 | 4,000 ₹4,000 | 3,984 ₹3,984 | 3,984 ₹3,984 | 3,000 ₹3,000 Lowest |
| 4.00Exceeding 1.5 m depth but not exceeding 2.25 m depth | ||||||||
| 5.00 | For ordinary soil having gravel upto 40% | 1 | cum | 3,51,130 ₹21,06,780 | 3,25,000 ₹19,50,000 | 1,50,000 ₹9,00,000 | 5,44,000 ₹32,64,000 | 7,168 ₹43,008 Lowest |
| 6.00Exceeding 2.25 m depth but not exceeding 3 m depth | ||||||||
| 7.00 | For ordinary soil having gravel upto 40% | 1 | cum | 85,213 ₹5,11,278 | 90,000 ₹5,40,000 | 75,443 ₹4,52,658 | 65,000 ₹3,90,000 | 8,875 ₹53,250 Lowest |
| 8.00Exceeding 3 m depth but not exceeding 4.5 m depth | ||||||||
| 9.00 | For ordinary soil having gravel upto 40% | 1 | cum | 13,000 ₹1,56,000 | 20,000 ₹2,40,000 | 18,365 ₹2,20,380 | 14,000 ₹1,68,000 | 183 ₹2,196 Lowest |
| 10.00Exceeding 4.5 m depth but not exceeding 6 m depth | ||||||||
Tender Value
₹12.3 Cr
EMD Value
₹24.6 L
Closing Date
22 Jan 2026, 10:00 amClosed
KANDI CANAL STAGE-2 DIVISION, WRD, PUNJ
KANDI CANAL STAGE-2 DIVISION, WRD, PUNJab
Estimate for the construction of Kathgarh Rising Main- 1 from RD 1910 to RD 4170m off-taking from Kathgarh Lift Irrigation Scheme Stage-2 off-taking from Burji 38810 Right side of BDC Main Canal
2025_WR_156956_1
14
Open Tender
Pipe Laying Works
Item Rate
180 days
Hoshiarpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
Yes
₹24.6 L
Yes
KANDI CANAL STAGE-2 DIVISION, WRD, PUNJ
13 Feb 2026
31 Dec 2025
22 Jan 2026
31 Dec 2025
22 Jan 2026
31 Dec 2025
15 Jan 2026
Excavation by mechanical means (JCB or Hydraulic Excavator) in trenches for pipe line 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 rainwater , diversion for traffic, night signals providing and fixing and caution boards, crossing over trenches for access to houses, watching fencing etc and removal of surplus soil outside/inside the town involving lead upto 15 mtr. Complete in all respect.
Earthwork upto 1.50 mtr. Depth
For ordinary soil having gravel upto 40%
For ordinary soil having gravel upto 40%
Exceeding 2.25 m depth but not exceeding 3 m depth
For ordinary soil having gravel upto 40%
Exceeding 3 m depth but not exceeding 4.5 m depth
For ordinary soil having gravel upto 40%
For ordinary soil having gravel upto 40%
Providing, laying, jointing and testing M.S. pipe lines as per IS-3589 and specials such as tees, bends, sockets, elbows etc. in trenches in the ground including cutting, threading and testing etc. complete as per PWD Specifications.
1000 mm i/d 14 mm thickness with Epoxy (FE 450)
Providing ,Fixing and Testing of Dismantling Joints PN-1.6 for MS Pipe conforming to ISi 13382-2004 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.
1000mm Diameter, Class PN-1.6
Providing and fixing of CI unequal Tees (IS 1538) including carriage and rehandling if any complete in all respect as per design and PWD specifications
Providing, laying, jointing and testing M.S. pipe lines as per IS-3589 and specials such as tees, bends, sockets, elbows etc. in trenches in the ground including cutting, threading and testing etc. complete as per PWD Specifications.
200mm internal diametre (thickness 6.00 mm)
CI Double air valve screwed sized 200 mm
Providing and fixing flange on one end of MS pipe complete in all respect as per design, PWD specifications and as per instructions of Engineer in charge
Cement concrete 1:3:6 Mixing by mechanical means using concrete mixer volumetric type
Ordinary Kilometer Stone for Plan Roads
Reinforced cement concrete M-15 grade ordinary kilometer stone of standard design as per IRC 8 1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications
any other item
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