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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAccepted-AOC 1008 7 GALI DAVI WALI JAURA PIPAL AMRITSAR | AMRITSAR | PUNJAB | 143001 | ₹5.6 L | L1 | Accepted-AOC first |
| 2 | L2₹6.3 L+₹68,275.79 (12.2%)Rejected-AOC NEAR LAKAR KANDA DARSHAN SINGH MC WALI GALI PREM NAGAR KOTKAPURA | SRI MUKTSAR SAHIB | PUNJAB | 151202 | ₹6.3 L+₹68,275.79 (12.2%) | L2 | Rejected-AOC second |
| Sl No | Description | Qty | Unit | Sanjiv Kumar Contractor L1 | M/S DARSHAN SINGH CONTRACTOR L2 |
|---|---|---|---|---|---|
| 1.00 | Earthwork for excavation in ordinary soil, exclusive of compensation of earth. Extra for pudding work | 220 | Cum | 104 ₹3,752.32 Lowest | 110 ₹3,968.8 |
| 2.00 | Dressing of earthwork. For new work or remodeling work unit | 120 | Sqm | 1.3 ₹255.24 Lowest | 1.5 ₹294.51 |
| 3.00 | Extra for Compensation & royalty for Ordinary earth/Ordinary clay taken from private land | 200 | Cum | 718 ₹16,241.16 Lowest | 750 ₹16,965 |
| 4.00 | Dismantling Brick work, tile masonary or tile lining in cement | 20 | cum | 18 ₹4,405.68 Lowest | 21 ₹5,139.96 |
| 5.00 | Dressing BED AND side slopes and preparation of sub grade for lining | 167 | Sqm | 767 ₹2,03,001.89 Lowest | 790 ₹2,09,089.3 |
| 6.00 | Single layer brick lining 75mm thick for irrigation channels (Distributaries and minors) cup and trepezoidal section for all depths consisting of first layer of 12.5mm thick cement plaster 1:5 on sub grade and finished. Second layer of 10mm thick cement plaster 1:3 properly rendered and finished. 75 mm thick bricks laid in 1:3 cement sand mortar over second layer. in side slopes for all sections | 25 | Sqm | 170 ₹36,271.2 Lowest | 190 ₹40,538.4 |
| 7.00 | Laying brick on edge coping 229mm wide and 115mm thick in cement sand mortar 1:3 | 8 | mtr | 14.53 ₹5,624.27 Lowest | 15.5 ₹5,999.74 |
| 8.00 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge with an average disposal/carriage lead of From 0- up to 450 Mtr | 220 | Cum | 20.59 ₹58,613.35 Lowest | 21.5 ₹61,203.84 |
| 9.00 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge with an average disposal/carriage lead of Beyond 450 mtr - up to 1 km | 220 | Cum | 27.86 ₹59,442.1 Lowest | 29 ₹61,874.4 |
| 10.00 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge with an average disposal/carriage lead of 1 km up to 2 km | 220 | Cum | 94 ₹1,98,564.66 Lowest | 99 ₹2,09,126.61 |
Tender Value
₹16.9 L
EMD Value
₹33,757
Closing Date
27 Apr 2026, 12:00 pmClosed
Xen Gurdaspur UBDC
Executive Engineer/Gurdaspur Canal and Ground Water Division, WRD,Punjab,Gurdaspur.
ESTIMATE FOR INTERNAL CLEARANCE AND STRENGTHING OF AWANKHA DISTY RD 0 TO 36610 AND HAVELI MINOR RD 0 TO 10800
2026_WR_166429_1
113/110A
Open Tender
Civil Works - Canal
Item Rate
25 days
DINANAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹33,757
12 May 2026
17 Apr 2026
27 Apr 2026
17 Apr 2026
27 Apr 2026
17 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork for excavation in ordinary soil, exclusive of compensation of earth. Extra for pudding work | - | Cum | - | - |
| 2 | Dressing of earthwork. For new work or remodeling work unit | - | Sqm | - | - |
| 3 | Extra for Compensation & royalty for Ordinary earth/Ordinary clay taken from private land | - | Cum | - | - |
| 4 | Dismantling Brick work, tile masonary or tile lining in cement | - | cum | - | - |
| 5 | Dressing BED AND side slopes and preparation of sub grade for lining | - | Sqm | - | - |
| 6 | Single layer brick lining 75mm thick for irrigation channels (Distributaries and minors) cup and trepezoidal section for all depths consisting of first layer of 12.5mm thick cement plaster 1:5 on sub grade and finished. Second layer of 10mm thick cement plaster 1:3 properly rendered and finished. 75 mm thick bricks laid in 1:3 cement sand mortar over second layer. in side slopes for all sections | - | Sqm | - | - |
| 7 | Laying brick on edge coping 229mm wide and 115mm thick in cement sand mortar 1:3 | - | mtr | - | - |
| 8 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge with an average disposal/carriage lead of From 0- up to 450 Mtr | - | Cum | - | - |
| 9 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge with an average disposal/carriage lead of Beyond 450 mtr - up to 1 km | - | Cum | - | - |
| 10 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge with an average disposal/carriage lead of 1 km up to 2 km | - | Cum | - | - |
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