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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-AOC | ₹2.1 L Quoted ₹2.4 L | L1 | Accepted-AOC lower rates |
| 2 | L2₹2.5 L+₹7,208 (3.01%)Rejected-Finance | ₹2.5 L+₹7,208 (3.01%) | L2 | Rejected-Finance higher rates |
| Sl No | Description | Qty | Unit | Atwal Contractors L2 | M K GROUP L1 |
|---|---|---|---|---|---|
| 1.00 | Dismantling concrete Cement concrete plain1:2:4 mix | 5.5 | cum | 1,600 ₹8,800 | 1,580 ₹8,690 Lowest |
| 2.00 | 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. | 705.91 | cum | 160 ₹1,12,945.6 | 155 ₹1,09,416.05 Lowest |
| 3.00 | 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. | 512.32 | cum | 115 ₹58,916.8 | 109 ₹55,842.88 Lowest |
| 4.00 | Dressing of Earth work ( NEW ) | 259.07 | Sq.Mtr | 2 ₹518.14 | 1.5 ₹388.61 Lowest |
| 5.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing. (1.5 to 3.0 mtr depth) | 8.7 | cum | 190 ₹1,653 | 185 ₹1,609.5 Lowest |
| 6.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing. (0 to 1.5 mtr depth) | 30.31 | cum | 176 ₹5,334.56 | 175 ₹5,304.25 Lowest |
| 7.00 | Dressing and preparation of sub grade for side slopes. | 92 | Sq.Mtr | 22 ₹2,024 | 20.5 ₹1,886 Lowest |
| 8.00 | Laying 1:3 (cement: water) cement slurry with cement @
2.25 kg per sqmt on prepared bed & side slope before laying concrete | 90.25 | Sq.Mtr | 20 ₹1,805 Lowest | 25 ₹2,256.25 |
| 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 respect (For Trapozoidal Section and Cup Section of all radius) (for bed & Side Slope) 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 Shape Section of all radius) (for bed & Side Slope) | 5.5 | cum | 6,600 ₹36,300 | 6,500 ₹35,750 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 including supply ,carriage, of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Coping | 0.96 | cum | 6,500 ₹6,240 | 6,495 ₹6,235.2 Lowest |
Tender Value
₹2.8 L
EMD Value
₹5,511
Closing Date
12 May 2026, 10:00 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 37150, 38100 and 67990
2026_WR_167474_1
06/2026-27
Open Tender
Civil Works
Item Rate
45 days
Near Banur
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹5,511
Yes
31 Jul 2026
2 May 2026
12 May 2026
2 May 2026
12 May 2026
2 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling concrete Cement concrete plain1:2:4 mix | 5.5 | cum | - | - |
| 2 | 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. | 705.91 | cum | - | - |
| 3 | 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. | 512.32 | cum | - | - |
| 4 | Dressing of Earth work ( NEW ) | 259.07 | Sq.Mtr | - | - |
| 5 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing. (1.5 to 3.0 mtr depth) | 8.7 | cum | - | - |
| 6 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing. (0 to 1.5 mtr depth) | 30.31 | cum | - | - |
| 7 | Dressing and preparation of sub grade for side slopes. | 92 | Sq.Mtr | - | - |
| 8 | Laying 1:3 (cement: water) cement slurry with cement @
2.25 kg per sqmt on prepared bed & side slope before laying concrete | 90.25 | Sq.Mtr | - | - |
| 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 respect (For Trapozoidal Section and Cup Section of all radius) (for bed & Side Slope) 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 Shape Section of all radius) (for bed & Side Slope) | 5.5 | cum | - | - |
| 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 Coping | 0.96 | cum | - | - |
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