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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.6 CrAccepted-AOC | ₹1.6 Cr | 1 | Accepted-AOC awarded |
| 2 | 2₹1.8 Cr+₹18.0 L (11.0%)Rejected-Finance GURDASPUR CITY | ₹1.8 Cr+₹18.0 L (11.0%) | 2 | Rejected-Finance high bidder |
| Sl No | Description | Qty | Unit | MS GARGA ASSOCIATES L2 | JINDAL INFRAS & CONTRACTORS L1 |
|---|---|---|---|---|---|
| 1.00 | Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge upto 1.5 cumecs | 5.18 | km | 1,850 ₹9,583 | 1,800 ₹9,324 Lowest |
| 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. | 7,032 | cum | 40 ₹2,81,280 | 35 ₹2,46,120 Lowest |
| 3.00 | Excavation of Soil using Hydraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations including all lifts and leads, excluding royality. | 11,428.79 | cum | 105 ₹12,00,022.95 | 100 ₹11,42,879 Lowest |
| 4.00 | Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications | 19,002 | cum | 105 ₹19,95,210 | 100 ₹19,00,200 Lowest |
| 5.00 | Dressing of Earthwork for new work or remodeling work. | 4,716 | sqm | 2 ₹9,432 | 1.6 ₹7,545.6 Lowest |
| 6.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth | 1,578.01 | cum | 205 ₹3,23,492.05 | 200 ₹3,15,602 Lowest |
| 7.00 | Earthwork excavation in foundation, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and side of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. | 348.62 | cum | 205 ₹71,467.1 | 200 ₹69,724 Lowest |
| 8.00 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification. | 16,650 | sqm | 25 ₹4,16,250 | 20 ₹3,33,000 Lowest |
| 9.00 | Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes. | 19,138.5 | sqm | 26 ₹4,97,601 | 25 ₹4,78,462.5 Lowest |
| 10.00 | Cement concrete lining 75mm thick or less (for 60 mm)laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) | 1,035.24 | cum | 7,500 ₹77,64,300 | 7,000 ₹72,46,680 Lowest |
Tender Value
₹1.5 Cr
EMD Value
₹3.1 L
Closing Date
16 May 2026, 2:00 pmClosed
Executive Engineer
Faridkot Canal And Ground Water Divsion Faridkot
ESTIMATE FOR CONCRETE LINING OF 1-L MINOR OF KOKRI DISTRY FROM RD 0-17000
2026_WR_167510_1
ESTIMATE FOR CONCRETE LINING OF 1-L MINOR OF KOKRI DISTRY FROM RD 0-17000
Open Tender
Civil Works - Canal
Item Rate
28 days
Akhara Sub Division
Pre Qualification Details
3 documents required · 3 mandatory
₹2,000
Yes
₹3.1 L
Yes
Faridkot
10 Jun 2026
2 May 2026
16 May 2026
2 May 2026
16 May 2026
2 May 2026
7 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge upto 1.5 cumecs | 5.18 | km | 1 | ₹5.18 |
| 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. | 7,032 | cum | 1 | ₹7,032 |
| 3 | Excavation of Soil using Hydraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations including all lifts and leads, excluding royality. | 11,428.79 | cum | 1 | ₹11,428.79 |
| 4 | Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications | 19,002 | cum | 1 | ₹19,002 |
| 5 | Dressing of Earthwork for new work or remodeling work. | 4,716 | sqm | 1 | ₹4,716 |
| 6 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth | 1,578.01 | cum | 1 | ₹1,578.01 |
| 7 | Earthwork excavation in foundation, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and side of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. | 348.62 | cum | 1 | ₹348.62 |
| 8 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification. | 16,650 | sqm | 1 | ₹16,650 |
| 9 | Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes. | 19,138.5 | sqm | 1 | ₹19,138.5 |
| 10 | Cement concrete lining 75mm thick or less (for 60 mm)laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) | 1,035.24 | cum | 1 | ₹1,035.24 |
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