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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAdmitted-Finance | ₹3.9 L | L1 | Admitted-Finance |
| 2 | L2₹4.0 L+₹17,223.04 (4.46%)Admitted-Finance | ₹4.0 L+₹17,223.04 (4.46%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M K GROUP L1 | Atwal Contractors L2 |
|---|---|---|---|---|---|
| 1.00 | Dismantling concrete Cement concrete plain1:2:4 mix | 10.82 | cum | 1,700 ₹18,394 Lowest | 1,800 ₹19,476 |
| 2.00 | Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters depth including dressing of bottom and sides 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 lead of 30 meters. | 3.81 | cum | 210 ₹800.1 Lowest | 250 ₹952.5 |
| 3.00 | Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations location with all lifts and leads avg leads upto 3km all pucca. | 499.11 | cum | 168 ₹83,850.48 Lowest | 175 ₹87,344.25 |
| 4.00 | Extra for laying earth as per specification for compaction in
20 Cm. layers and dressing including the cost of rolling and watering as per P.W.D specifications. | 435.78 | cum | 115 ₹50,114.7 Lowest | 120 ₹52,293.6 |
| 5.00 | Dressing of Earth work ( NEW ) | 264.28 | Sq.Mtr | 2 ₹528.56 Lowest | 2.5 ₹660.7 |
| 6.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing. (1.5 to 3.0 mtr depth) | 0.61 | cum | 180 ₹109.8 Lowest | 190 ₹115.9 |
| 7.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing. (0 to 1.5 mtr depth) | 59.73 | cum | 175 ₹10,452.75 Lowest | 180 ₹10,751.4 |
| 8.00 | Dressing and preparation of sub grade for side slopes. | 336.12 | Sq.Mtr | 25 ₹8,403 Lowest | 27 ₹9,075.24 |
| 9.00 | Laying 1:3 (cement: water) cement slurry with cement @
2.25 kg per sqmt on prepared bed & side slope before laying concrete | 268.54 | Sq.Mtr | 26 ₹6,982.04 Lowest | 28 ₹7,519.12 |
| 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 including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) (for bed & Side Slope) | 20.79 | cum | 7,000 ₹1,45,530 Lowest | 7,200 ₹1,49,688 |
Tender Value
₹3.6 L
EMD Value
₹7,204
Closing Date
19 Aug 2026, 9:00 amClosed
Xen Fatehgarh Sahib Sirhind Division
Executive Engineer Fatehgarh Sahib Canal and Ground Water Division WRD Punjab Sirhind Near adampur 140406
Estimate for Restoration of Banur Canal at RD 98000, 100600, 105660, 106700, 106100, 107870 and 112000.
2026_WR_167474_11
06/2026-27
Open Tender
Civil Works - Canal
Item Rate
45 days
Near Banur
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹7,204
Yes
20 Aug 2026
7 Aug 2026
19 Aug 2026
7 Aug 2026
19 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling concrete Cement concrete plain1:2:4 mix | 10.82 | cum | - | - |
| 2 | Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters depth including dressing of bottom and sides 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 lead of 30 meters. | 3.81 | cum | - | - |
| 3 | Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations location with all lifts and leads avg leads upto 3km all pucca. | 499.11 | cum | - | - |
| 4 | Extra for laying earth as per specification for compaction in
20 Cm. layers and dressing including the cost of rolling and watering as per P.W.D specifications. | 435.78 | cum | - | - |
| 5 | Dressing of Earth work ( NEW ) | 264.28 | Sq.Mtr | - | - |
| 6 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing. (1.5 to 3.0 mtr depth) | 0.61 | cum | - | - |
| 7 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing. (0 to 1.5 mtr depth) | 59.73 | cum | - | - |
| 8 | Dressing and preparation of sub grade for side slopes. | 336.12 | Sq.Mtr | - | - |
| 9 | Laying 1:3 (cement: water) cement slurry with cement @
2.25 kg per sqmt on prepared bed & side slope before laying concrete | 268.54 | Sq.Mtr | - | - |
| 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 including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) (for bed & Side Slope) | 20.79 | cum | - | - |
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