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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.4 LAccepted-AOC VIII SUJO KALLA TEH SULTANPUR LODHI DISTT KAPURTHALA | KAPURTHALA | PUNJAB | 144401 | ₹2.4 L Quoted ₹2.8 L | 1 | Accepted-AOC L1 biider |
| 2 | 2₹3.5 L+₹64,945 (23.0%)Rejected-AOC | ₹3.5 L+₹64,945 (23.0%) | 2 | Rejected-AOC L2 biider |
| Sl No | Description | Qty | Unit | 03AERPR9052E1Z9 L2 | HARWINDER SINGH CONTRACTOR L1 |
|---|---|---|---|---|---|
| 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 with avg lead disposal carriage upto 3.00 km i/c all pucca | 298.51 | cum | 165 ₹49,254.15 | 160 ₹47,761.6 Lowest |
| 2.00 | Extra for laying earthwork as per specifications for compaction in 20 cm layer
and dressing including cost of rolling and watering as per specifications | 196.7 | cum | 135 ₹26,554.5 | 123 ₹24,194.1 Lowest |
| 3.00 | Dressing of Earth work (New) | 107.18 | sqm | 4 ₹428.72 | 2 ₹214.36 Lowest |
| 4.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth | 16.71 | cum | 210 ₹3,509.1 | 198 ₹3,308.58 Lowest |
| 5.00 | 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.(sleepers
+ Coping) | 5.1 | cum | 270 ₹1,377 | 240 ₹1,224 Lowest |
| 6.00 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect
as per PWD specification | 327.83 | sqm | 28 ₹9,179.24 | 23 ₹7,540.09 Lowest |
| 7.00 | Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side
slopes before laying concrete on side slopes. | 327.83 | sqm | 35 ₹11,474.05 | 28 ₹9,179.24 Lowest |
| 8.00 | Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km (For Trapozoidal Section and Cup Section of all radius) For bed &side slopes | 19.1 | cum | 7,800 ₹1,48,980 | 7,200 ₹1,37,520 Lowest |
| 9.00 | Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km (For Trapozoidal Section and Cup Section of all radius) For Sleeper | 1.55 | cum | 7,000 ₹10,850 | 6,530 ₹10,121.5 Lowest |
| 10.00 | Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km (For Trapozoidal Section and Cup Section of all radius) For Coping | 3.55 | cum | 7,100 ₹25,205 | 6,530 ₹23,181.5 Lowest |
Tender Value
₹2.7 L
EMD Value
₹5,304
Closing Date
15 Jun 2026, 3:00 pmClosed
XEN, BML Division, Patiala
XEN, BML Division, Patiala
Restoring Lining Gaps of various channels under Samrala Sub Division
2026_WR_169058_3
28/26-27
Open Tender
Civil Works - Canal
Item Rate
90 days
PATIALA
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹5,304
20 Aug 2026
30 May 2026
16 Jun 2026
30 May 2026
15 Jun 2026
30 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 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 with avg lead disposal carriage upto 3.00 km i/c all pucca | 298.51 | cum | 1 | ₹298.51 |
| 2 | Extra for laying earthwork as per specifications for compaction in 20 cm layer
and dressing including cost of rolling and watering as per specifications | 196.7 | cum | 1 | ₹196.7 |
| 3 | Dressing of Earth work (New) | 107.18 | sqm | 1 | ₹107.18 |
| 4 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth | 16.71 | cum | 1 | ₹16.71 |
| 5 | 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.(sleepers
+ Coping) | 5.1 | cum | 1 | ₹5.1 |
| 6 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect
as per PWD specification | 327.83 | sqm | 1 | ₹327.83 |
| 7 | Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side
slopes before laying concrete on side slopes. | 327.83 | sqm | 1 | ₹327.83 |
| 8 | Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km (For Trapozoidal Section and Cup Section of all radius) For bed &side slopes | 19.1 | cum | 1 | ₹19.1 |
| 9 | Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km (For Trapozoidal Section and Cup Section of all radius) For Sleeper | 1.55 | cum | 1 | ₹1.55 |
| 10 | Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km (For Trapozoidal Section and Cup Section of all radius) For Coping | 3.55 | cum | 1 | ₹3.55 |
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