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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAccepted-AOC 0 0 PIPRAICH GORAKHPUR GORAKHPUR UTTAR PRADESH 273152 | GORAKHPUR | UTTAR PRADESH | 273152 | ₹3.2 Cr | L1 | Accepted-AOC accepted |
| 2 | L2₹3.6 Cr+₹36.0 L (11.2%)Rejected-Finance GURDASPUR CITY | ₹3.6 Cr+₹36.0 L (11.2%) | L2 | Rejected-Finance due to high rate |
| 3 | L3₹3.8 Cr+₹55.8 L (17.4%)Rejected-Finance | ₹3.8 Cr+₹55.8 L (17.4%) | L3 | Rejected-Finance due to high rate |
| Sl No | Description | Qty | Unit | Gurdas Singh Contractor L3 | MS GARGA ASSOCIATES L2 | YASH CONSTRUCTION COMPANY L1 |
|---|---|---|---|---|---|---|
| 1.00 | Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 1.5 cum/s. | 1 | Km | 1,869 ₹6,896.61 Lowest | 1,869 ₹6,896.61 Lowest | 2,609 ₹9,627.21 |
| 2.00 | Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge exceeding 1.5 cum/sec but upto 4.5 cum/s. | 1 | Km | 2,605 ₹8,544.4 Lowest | 2,605 ₹8,544.4 Lowest | 3,000 ₹9,840 |
| 3.00 | Excavation in Soil type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.(6.19) | 1 | Cum | 35 ₹6,17,224.65 Lowest | 35 ₹6,17,224.65 Lowest | 35 ₹6,17,224.65 Lowest |
| 4.00 | Excavation in soil using excavator and hydraulic trolley including cutting and loading in trolley and transporting to embankment location within all lifts and lead excluding royalty (lead = 3.0 km ) | 1 | Cum | 146 ₹19,63,892.72 | 66 ₹8,87,787.12 Lowest | 105 ₹14,12,388.6 |
| 5.00 | Extra for laying earth/fly ash as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications (24.5 b (i)) | 1 | Cum | 60 ₹19,15,890.6 | 32 ₹10,21,808.32 Lowest | 75 ₹23,94,863.25 |
| 6.00 | Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.(24.5 b (ii)) | 1 | Cum | 14 ₹4,47,041.14 | 7 ₹2,23,520.57 Lowest | 15 ₹4,78,972.65 |
| 7.00 | Extra for rolling to specifications.(24.5 b (iii)) | 1 | Cum | 16 ₹5,10,904.16 | 8 ₹2,55,452.08 Lowest | 15 ₹4,78,972.65 |
| 8.00 | Dressing of Earthwork (new work or remodelling) (6.3 i) | 1 | Sqm | 1 ₹49,227.34 Lowest | 1 ₹49,227.34 Lowest | 1 ₹49,227.34 Lowest |
| 9.00 | Dressing of Dowel (6.12) | 1 | mtr | 5 ₹34,853.65 Lowest | 5 ₹34,853.65 Lowest | 5 ₹34,853.65 Lowest |
| 10.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth 19.19(a) | 1 | Cum | 159 ₹11,79,137.64 Lowest | 183 ₹13,57,120.68 | 160 ₹11,86,553.6 |
Tender Value
₹3.3 Cr
EMD Value
₹6.5 L
Closing Date
21 Oct 2025, 10:30 amClosed
Executive Engineer
Executive Engineer Bathinda Canal And Ground Water Division Bathinda
Remodeling/Relining of Dhipali Disty Slice RD 86786-109650 by M-15 C.C Lining and Reconstruction of VR Bridge at RD 93029, Fall structure at RD 97561 and Remodeling of Fall structure at RD 103650, VRB at RD 89780 and VRB at RD 107978 of Dhipali disty
2025_WR_150530_9
27/22A/2025-26
Open Tender
Civil Works - Canal
Item Rate
Bathinda
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,000
₹6.5 L
Bathinda
16 Jun 2026
23 Sept 2025
21 Oct 2025
23 Sept 2025
21 Oct 2025
23 Sept 2025
6 Oct 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 1.5 cum/s. | 1 | Km | 1 | ₹1 |
| 2 | Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge exceeding 1.5 cum/sec but upto 4.5 cum/s. | 1 | Km | 1 | ₹1 |
| 3 | Excavation in Soil type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.(6.19) | 1 | Cum | 1 | ₹1 |
| 4 | Excavation in soil using excavator and hydraulic trolley including cutting and loading in trolley and transporting to embankment location within all lifts and lead excluding royalty (lead = 3.0 km ) | 1 | Cum | 1 | ₹1 |
| 5 | Extra for laying earth/fly ash as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications (24.5 b (i)) | 1 | Cum | 1 | ₹1 |
| 6 | Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.(24.5 b (ii)) | 1 | Cum | 2 | ₹2 |
| 7 | Extra for rolling to specifications.(24.5 b (iii)) | 1 | Cum | 3 | ₹3 |
| 8 | Dressing of Earthwork (new work or remodelling) (6.3 i) | 1 | Sqm | 4 | ₹4 |
| 9 | Dressing of Dowel (6.12) | 1 | mtr | 5 | ₹5 |
| 10 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth 19.19(a) | 1 | Cum | 6 | ₹6 |
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