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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.2 LAccepted-AOC | ₹44.2 L | L1 | Accepted-AOC accepted |
| 2 | L2₹47.0 L+₹2.7 L (6.22%)Rejected-Finance | ₹47.0 L+₹2.7 L (6.22%) | L2 | Rejected-Finance due to higher rate |
| Sl No | Description | Qty | Unit | sabreen enetrprises L1 | GB GROUP L2 |
|---|---|---|---|---|---|
| 1.00 | 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) | 16,567.84 | Cum | 195 ₹54,652.65 | 191 ₹53,531.57 Lowest |
| 2.00 | Excavation in soil using hydraulic jcb and hydraulic trolley with disposal upto 450 Km including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to embankment location within all lifts and lead.(19.38 a) | 19,655.29 | Cum | 6,567 ₹7,96,642.77 Lowest | 6,848 ₹8,30,730.88 |
| 3.00 | Extra for carriage of earth/soil beyond 450 m but upto 1 km with hydraulic tractor trolley.(19.38 b) (Pakka). | 19,655.29 | Cum | 176 ₹78,995.84 Lowest | 184 ₹82,586.56 |
| 4.00 | Extra rate for carriage of earth/soil per km along katcha bank of canal beyond 1st km but upto 3 km lead with hydraulic tractor trolley. (Katcha) | 19,655.29 | Cum | 135 ₹7,427.7 Lowest | 142 ₹7,812.84 |
| 5.00 | Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.(24.5 c (i)) | 15,487.06 | Cum | 9,275 ₹30,422 Lowest | 9,461 ₹31,032.08 |
| 6.00 | Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.(24.5 c (ii)) | 15,487.06 | Cum | 5,500 ₹38,775 Lowest | 5,720 ₹40,326 |
| 7.00 | Extra for rolling to specifications.(24.5 c (iii)) | 15,487.06 | Cum | 4,375 ₹78,312.5 Lowest | 4,660 ₹83,414 |
| 8.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth.(19.19 a) | 3,229.45 | Cum | 420 ₹10,68,761.4 Lowest | 429 ₹10,91,663.43 |
| 9.00 | Earth work in excavation in foundations, 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 sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within lead of 30 meters.(6.6) | 672.04 | Cum | 353 ₹8,62,110.72 Lowest | 365 ₹8,91,417.6 |
| 10.00 | Putting (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.(19.12) | 52,733.42 | Sqm | 87 ₹4,350 Lowest | 90 ₹4,500 |
Tender Value
₹1.4 Cr
EMD Value
₹2.7 L
Closing Date
20 Feb 2026, 10:00 amClosed
Executive Engineer
Executive Engineer, Bathinda Canal andGW Division, Bathinda
Project Estimate For Remodeling/Relining of Chottian Minor RD 27850-43500/Tail and Sanwal Sub Mr. RD 0-8600/Tail by free flow pipeline off taking at RD 26500/R of Phul Dsity.
2026_WR_159322_1
56/22A/2025-26
Open Tender
Civil Works - Canal
Item Rate
Bathinda
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹2.7 L
bathinda
30 Jun 2026
4 Feb 2026
20 Feb 2026
4 Feb 2026
20 Feb 2026
4 Feb 2026
11 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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) | 16,567.84 | Cum | 1 | ₹16,567.84 |
| 2 | Excavation in soil using hydraulic jcb and hydraulic trolley with disposal upto 450 Km including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to embankment location within all lifts and lead.(19.38 a) | 19,655.29 | Cum | 1 | ₹19,655.29 |
| 3 | Extra for carriage of earth/soil beyond 450 m but upto 1 km with hydraulic tractor trolley.(19.38 b) (Pakka). | 19,655.29 | Cum | 1 | ₹19,655.29 |
| 4 | Extra rate for carriage of earth/soil per km along katcha bank of canal beyond 1st km but upto 3 km lead with hydraulic tractor trolley. (Katcha) | 19,655.29 | Cum | 1 | ₹19,655.29 |
| 5 | Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.(24.5 c (i)) | 15,487.06 | Cum | 1 | ₹15,487.06 |
| 6 | Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.(24.5 c (ii)) | 15,487.06 | Cum | 2 | ₹30,974.12 |
| 7 | Extra for rolling to specifications.(24.5 c (iii)) | 15,487.06 | Cum | 3 | ₹46,461.18 |
| 8 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth.(19.19 a) | 3,229.45 | Cum | 4 | ₹12,917.8 |
| 9 | Earth work in excavation in foundations, 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 sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within lead of 30 meters.(6.6) | 672.04 | Cum | 5 | ₹3,360.2 |
| 10 | Putting (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.(19.12) | 52,733.42 | Sqm | 6 | ₹3,16,400.52 |
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