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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹89.0 LAccepted-AOC GALI NO 1 PLOT NO 1 GAUTAM NAGAR HOSHAIRPUR PUNJAB 146001 | HOSHIARPUR | PUNJAB | 146001 | ₹89.0 L | L1 | Accepted-AOC low |
| 2 | L2₹94.0 L+₹5.0 L (5.65%)Rejected-AOC CHECHI TOWER BHADDI ROAD BALACHAUR | ₹94.0 L+₹5.0 L (5.65%) | L2 | Rejected-AOC High |
| Sl No | Description | Qty | Unit | Chechi Construction Co. L2 | RAJIV KUMAR GOVT CONTRACTOR L1 |
|---|---|---|---|---|---|
| 1.00 | 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 excavated surplus soil. B Mechanical Means a Depth upto 3 m | 3,646.36 | cum | 150 ₹5,46,954 | 40 ₹1,45,854.4 Lowest |
| 2.00 | Providing and Filling stones or spalls into crates and hand packing including supply of boulder from nearest approved quarry to site including loading, unloading and Re-handling of boulder from stackyard to site within 1 km complete in all respect and Stacking with in 15 mtr of unloading point into stack of specified sizes. | 2,304.58 | cum | 1,925 ₹44,36,316.5 | 1,666 ₹38,39,430.28 Lowest |
| 3.00 | 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. | 10,718.22 | Sq.Mtr | 188 ₹20,15,025.36 | 178 ₹19,07,843.16 Lowest |
| 4.00 | Filling stone or spall on side slopes behind pitching. | 171.63 | cum | 1,000 ₹1,71,630 Lowest | 1,266 ₹2,17,283.58 |
| 5.00 | Boulder masonry in cement mortar (1:6) in foundations and plinth. | 217.72 | cum | 5,000 ₹10,88,600 | 4,700 ₹10,23,284 Lowest |
| 6.00 | Stone or Kankar block pitching on slopes of guide bandh and protection works including supply of Stone from nearest approved quarry to site including loading, unloading and Re- handling of boulder from stackyard to site within 1 km complete in all respect and Stacking with in 15 mtr of unloading point into stack of specified sizes. (Side slope) | 297.17 | cum | 2,000 ₹5,94,340 | 1,866 ₹5,54,519.22 Lowest |
| 7.00 | Grouting stone filling or pitchi ng B) With mortar | 965.75 | cum | 180 ₹1,73,835 Lowest | 300 ₹2,89,725 |
| 8.00 | Dressing of Earth Work | 1,144.21 | Sq.Mtr | - | 20 ₹22,884.2 Lowest |
| 9.00 | Plate Compactor | 200 | cum | 100 ₹20,000 Lowest | 700 ₹1,40,000 |
| 10.00 | Hydraulic Excavator of 1 cum bucket | 250 | Hour | 1,200 ₹3,00,000 Lowest | 2,200 ₹5,50,000 |
Tender Value
₹99.5 L
EMD Value
₹2.0 L
Closing Date
29 Jun 2026, 12:00 pmClosed
Executive Engineer,
Executive Engineer,Ropar canal and GWD
Estimate for Protection of Bridge and Pipeline at various RDs at Lift Samlah Pahadpur Lift Irrigation scheme at RD 28000/L of A.S.H.C
2026_WR_169132_2
22/22A/2026-27
Open Tender
Civil Works - Bridges
Item Rate
120 days
Shri Anandpur sahib
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
₹2.0 L
Yes
office of Executive Engineer,Ropar canal and GWD
6 Aug 2026
20 Jun 2026
29 Jun 2026
20 Jun 2026
29 Jun 2026
20 Jun 2026
20 Jun 2026 - 28 Jun 2026
25 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 excavated surplus soil. B Mechanical Means a Depth upto 3 m | 3,646.36 | cum | - | - |
| - | Providing and Filling stones or spalls into crates and hand packing including supply of boulder from nearest approved quarry to site including loading, unloading and Re-handling of boulder from stackyard to site within 1 km complete in all respect and Stacking with in 15 mtr of unloading point into stack of specified sizes. | 2,304.58 | 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. | 10,718.22 | Sq.Mtr | - | - |
| - | Filling stone or spall on side slopes behind pitching. | 171.63 | cum | - | - |
| - | Boulder masonry in cement mortar (1:6) in foundations and plinth. | 217.72 | cum | - | - |
| - | Stone or Kankar block pitching on slopes of guide bandh and protection works including supply of Stone from nearest approved quarry to site including loading, unloading and Re- handling of boulder from stackyard to site within 1 km complete in all respect and Stacking with in 15 mtr of unloading point into stack of specified sizes. (Side slope) | 297.17 | cum | - | - |
| - | Grouting stone filling or pitchi ng B) With mortar | 965.75 | cum | - | - |
| - | Dressing of Earth Work | 1,144.21 | Sq.Mtr | - | - |
| - | Plate Compactor | 200 | cum | - | - |
| - | Hydraulic Excavator of 1 cum bucket | 250 | Hour | - | - |
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