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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-Finance LUDHIANA | ₹6.8 L | L1 | Accepted-Finance low |
| 2 | L2₹7.0 LAccepted-Finance | ₹7.0 L | L2 | Accepted-Finance High |
| Sl No | Description | Qty | Unit | PARVEEN SEHGAL CONT. L2 | R S BUILDERS L1 |
|---|---|---|---|---|---|
| 1.00 | 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. e. Exceeding 4.5m depth upto 6m depth (i) All classes of soil except rocky | 1,417.59 | cum | 186 ₹2.6 L | 184 ₹2.6 L |
| 2.00 | Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes andspecials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. D. R.C.C. Pipe NP -4 (f) 400mm i/d | 65 | cum | 2,900 ₹1.9 L | 2,851 ₹1.9 L |
| 3.00 | Making Dewatering Arrangment by pumping set 4"x4" (Tractor -24 HP driven) | 60 | hr | 831 ₹49,860 | 825 ₹49,500 |
| 4.00 | Filling cement bags with sand, sewing and
laying in position within 30 meters in water
including cost of E.C bags and strings | 1,600 | each | 24 ₹38,400 | 23 ₹36,800 |
| 5.00 | Filling cement bags with sand sewing and laying in position within 30 meters in dry including cost of E.C bags and strings. | 5,724 | each | 18 ₹1.0 L | 16.51 ₹94,503.24 |
| 6.00 | Excavation of soil using hydraulic excavator and Hyraulic Tractor Trolley i/c cutting and loading in tippers and transporting to the embankments location with all lifts and leads upto 450 m | 207.36 | cum | 64 ₹13,271.04 | 62.51 ₹12,962.07 |
| 7.00 | Weaving wire netting for wire crates including binding sides and partitions to make
crate of 15 cm x 15 cm or 25 cm x 7.5 cm mesh. | 203.23 | sqm | 194 ₹39,426.62 | 191.51 ₹38,920.58 |
| 8.00 | Any Other Items | 1 | CSR+SP | 1 ₹1 | 0.1 ₹0.10 |
Tender Value
₹6.9 L
EMD Value
₹13,809
Closing Date
1 Apr 2026, 12:00 pmClosed
Executive Engineer
Executive Engineer,Ropar canal and GWD
Estimate for providing underground Pipeline at RD 120200/R of Sirhind Canal.
2026_WR_164003_1
97/22A/2025-26
Open Tender
Pipe Laying Works
45 days
near village garhi tarkhana
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹13,809
office of Executive Engineer,Ropar canal and GWD
9 Apr 2026
18 Mar 2026
1 Apr 2026
21 Mar 2026
1 Apr 2026
21 Mar 2026
25 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation 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. e. Exceeding 4.5m depth upto 6m depth (i) All classes of soil except rocky | |||||
Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes andspecials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. D. R.C.C. Pipe NP -4 (f) 400mm i/d | - | cum | - | - | |
Making Dewatering Arrangment by pumping set 4"x4" (Tractor -24 HP driven) | - | hr | - | - | |
Filling cement bags with sand, sewing and
laying in position within 30 meters in water
including cost of E.C bags and strings | - | each | - | - | |
Filling cement bags with sand sewing and laying in position within 30 meters in dry including cost of E.C bags and strings. | - | each | - | - | |
Excavation of soil using hydraulic excavator and Hyraulic Tractor Trolley i/c cutting and loading in tippers and transporting to the embankments location with all lifts and leads upto 450 m | - | cum | - | - | |
Weaving wire netting for wire crates including binding sides and partitions to make
crate of 15 cm x 15 cm or 25 cm x 7.5 cm mesh. | - | sqm | - | - | |
Any Other Items | 1 | CSR+SP | - | - | |
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