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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.0 LAccepted-AOC | ₹17.0 L | L1 | Accepted-AOC IST RANK |
| 2 | L2₹18.4 LRejected-AOC VILL AND P O SHALLE CHACK TEHSIL AND DISTT GURDASPUR | SHALLE CHACK | GURDASPUR | PUNJAB | ₹18.4 L | L2 | Rejected-AOC 2ND RANK |
| Sl No | Description | Qty | Unit | ACE BUILDERS L1 | The Dehriwal Kiran Co op L&C Society Ltd Gurdaspur L2 |
|---|---|---|---|---|---|
| 1.00 | 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 ((a)) Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations with all lifts and leads
(excluding royality.) | 2,486.43 | Cum | 125 ₹3.1 L | 135 ₹3.4 L |
| 2.00 | Single layer brick lining for irrigation channels (Distributaries and minors) or section for all depths consisting of :-
((c)) 75mm thick bricks laid in 1:3 cement sand mortar over second layer. | 311.35 | sq.mtr | 780 ₹2.4 L | 840 ₹2.6 L |
| 3.00 | Raking, cleaning and filling of hollow joints in cement sand mortar 1:3 on side slopes of tile lined channel.
((a)) When depth of channel is more than 5ft and water is running | 2,130.55 | sq.mtr | 145 ₹3.1 L | 150 ₹3.2 L |
| 4.00 | Laying brick on edge coping 229mm wide and 115mm thick in cement sand mortar 1:3 | 121.92 | meter | 190 ₹23,164.80 | 220 ₹26,822.40 |
| 5.00 | Dressing of earth work ((i)) New work or remodeling work. | 5,886.15 | sq.mtr | 1.25 ₹7,357.69 | 1.4 ₹8,240.61 |
| 6.00 | Earth work of silt clearance of channels and drain
((b)) Basket work with combined lead upto 7.50 metres undressed. | 2,467.12 | cum | 95 ₹2.3 L | 120 ₹3.0 L |
| 7.00 | 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. | 1,644.74 | cum | 35.55 ₹58,470.51 | 37 ₹60,855.38 |
| 8.00 | Supplying and laying of LDPE geomembrane sheet for sleepers of 150 micron thickness as approved by engineer incharge pasting on faces of sleepers including laying in position, carriage to site, jointing/welding etc. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge. | 40.48 | KG | 137 ₹5,545.76 | 137 ₹5,545.76 |
| 9.00 | MAINTENANCE OF CANAL AND DRAIN
(25.2) Clearance of weed, jalla, deela, sarkanda, jungle, butti, dhora, silts etc manually from inner section of lined channel
((a)) Lined (heavy growth)
((i)) discharge upto 0.283 cumecs | 2,285.89 | Mtr | 30.5 ₹69,719.65 | 31 ₹70,862.59 |
| 10.00 | ((ii)) discharge exceeding 0.283 but upto 1.42 cumecs | 3,834.81 | Mtr | 24.2 ₹92,802.40 | 24.2 ₹92,802.40 |
Updated dates
Tender Value
₹18.1 L
EMD Value
₹36,260
Closing Date
5 May 2026, 12:00 pmClosed
Xen Gurdaspur UBDC
Executive Engineer/ Gurdaspur Canal and Ground Water Division WRD,Punjab
ESTIMATE FOR INTERNAL CLEARANCE AND STRENGTHENING OF AMINPUR DISTY RD 0 TO 67788 AND ATTARI MINOR 0 TO 21271 AND ALLOWAL RD 0 TO 19350
2026_WR_166194_2
108/110A
Open Tender
Civil Works - Canal
25 days
GURDASPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹36,260
12 May 2026
27 Apr 2026
5 May 2026
27 Apr 2026
5 May 2026
27 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | 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 ((a)) Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations with all lifts and leads
(excluding royality.) | 1 | Cum | - | - | item1 |
| 2 | Single layer brick lining for irrigation channels (Distributaries and minors) or section for all depths consisting of :-
((c)) 75mm thick bricks laid in 1:3 cement sand mortar over second layer. | - | sq.mtr | - | - | item2 |
| 3 | Raking, cleaning and filling of hollow joints in cement sand mortar 1:3 on side slopes of tile lined channel.
((a)) When depth of channel is more than 5ft and water is running | - | sq.mtr | - | - | item3 |
| 4 | Laying brick on edge coping 229mm wide and 115mm thick in cement sand mortar 1:3 | - | meter | - | - | item4 |
| 5 | Dressing of earth work ((i)) New work or remodeling work. | 1 | sq.mtr | - | - | item5 |
| 6 | Earth work of silt clearance of channels and drain
((b)) Basket work with combined lead upto 7.50 metres undressed. | 1 | cum | - | - | item6 |
| 7 | 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. | - | cum | - | - | item7 |
| 8 | Supplying and laying of LDPE geomembrane sheet for sleepers of 150 micron thickness as approved by engineer incharge pasting on faces of sleepers including laying in position, carriage to site, jointing/welding etc. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge. | 1 | KG | - | - | item8 |
| 9 | MAINTENANCE OF CANAL AND DRAIN
(25.2) Clearance of weed, jalla, deela, sarkanda, jungle, butti, dhora, silts etc manually from inner section of lined channel
((a)) Lined (heavy growth)
((i)) discharge upto 0.283 cumecs | 1 | Mtr | - | - | item9 |
| 10 | ((ii)) discharge exceeding 0.283 but upto 1.42 cumecs | 1 | Mtr | - | - | item10 |
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