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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAccepted-AOC 1008 7 GALI DAVI WALI JAURA PIPAL AMRITSAR | AMRITSAR | PUNJAB | 143001 | ₹3.3 Cr | L1 | Accepted-AOC FIRST |
| 2 | L2₹3.4 CrRejected-AOC 646 SECTOR 4 PANCHKULA | PANCHKULA | HARYANA | 133301 | ₹3.4 Cr | L2 | Rejected-AOC SECOND |
| 3 | L3₹3.6 CrRejected-AOC NEAR LAKAR KANDA DARSHAN SINGH MC WALI GALI PREM NAGAR KOTKAPURA | SRI MUKTSAR SAHIB | PUNJAB | 151202 | ₹3.6 Cr | L3 | Rejected-AOC THIRD |
| Sl No | Description | Qty | Unit | Sanjiv Kumar Contractor L1 | M/S DARSHAN SINGH CONTRACTOR L3 | A TECH BUILDERS L2 |
|---|---|---|---|---|---|---|
| 1.00 | Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. (b) Discharge exceeding 1.5 cum/s but upto 4.5 cum/s | 9.32 | km | 1,869 ₹9,868.32 | 2,000 ₹10,560 | 2,000 ₹10,560 |
| 2.00 | Excavation in Soil (any 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. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 11,560.23 | cum | 2,605 ₹9,925.05 | 3,000 ₹11,430 | 2,600 ₹9,906 |
| 3.00 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations including all lifts and leads. Excluding royalty | 39,256.57 | cum | 35 ₹7.8 L | 40 ₹9.0 L | 35.82 ₹8.0 L |
| 4.00 | Compaction. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. (a) Extra for laying earth/fly ash as per specifications in 20 cm. Layers and . | 18,755.13 | cum | 191 ₹1.5 L | 200 ₹1.6 L | 192 ₹1.5 L |
| 5.00 | (b) Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction | 18,755.13 | cum | 1 ₹34,022.11 | 1.5 ₹51,033.17 | 1.3 ₹44,228.74 |
| 6.00 | (c) Extra for rolling to specifications. | 18,755.13 | cum | 21 ₹8.7 L | 24 ₹10.0 L | 20 ₹8.3 L |
| 7.00 | Rehandling of earthwork | 15,326.39 | cum | 183 ₹6.8 L | 190 ₹7.1 L | 165 ₹6.1 L |
| 8.00 | Dressing bed and preparation of sub grade for lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 26,595.95 | sqm | 191 ₹83,388.69 | 200 ₹87,318 | 173 ₹75,530.07 |
| 9.00 | Dressing side slopes and preparation of sub grade for lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 32,259 | sqm | 15 ₹6.9 L | 22 ₹10.1 L | 25 ₹11.4 L |
| 10.00 | Dressing of dowels in addition to payment for dressed earth work. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 9,082.55 | cum | 4 ₹56,499.52 | 4.56 ₹64,409.45 | 4.56 ₹64,409.45 |
Updated dates
Tender Value
₹4.6 Cr
EMD Value
₹9.3 L
Closing Date
1 May 2026, 12:00 pmClosed
Xen Gurdaspur UBDC
Executive Engineer/Gurdaspur Canal and Ground Water Division, WRD, Punjab,Gurdaspur
ESTIMATE FOR REHABILITATION, RENOVATION AND MODERNIZATION OF MAJITHI MINOR (0 TO 19800) AND RAIPUR MINOR (0 TO 10000)
2026_WR_164254_1
102/110A
Open Tender
Civil Works - Canal
90 days
GURDASPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹9.3 L
GURDASPUR
14 May 2026
20 Mar 2026
1 May 2026
20 Mar 2026
1 May 2026
20 Mar 2026
30 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. (b) Discharge exceeding 1.5 cum/s but upto 4.5 cum/s | ||||||
| 2 | Excavation in Soil (any 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. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 1 | cum | - | - | Item2 |
| 3 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations including all lifts and leads. Excluding royalty | 1 | cum | - | - | Item3 |
| 4Compaction. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. (a) Extra for laying earth/fly ash as per specifications in 20 cm. Layers and . | ||||||
| 5(b) Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction | ||||||
| 6(c) Extra for rolling to specifications. | ||||||
| 7 | Rehandling of earthwork | 1 | cum | - | - | Item7 |
| 8Dressing bed and preparation of sub grade for lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | ||||||
| 9Dressing side slopes and preparation of sub grade for lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | ||||||
| 10 | Dressing of dowels in addition to payment for dressed earth work. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 1 | cum | - | - | Item10 |
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