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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 CrAccepted-AOC | ₹4.1 Cr | L1 | Accepted-AOC Award of Contract the Deepak Kumar Beetan by the committee for the Lower Bidder than others |
| 2 | L2₹4.2 Cr+₹11.6 L (2.80%)Rejected-AOC 1901 MOROCCAN ROYAL PALMS AAREY COLONY GOREGAON EAST MUMBAI 400065 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400065 | ₹4.2 Cr+₹11.6 L (2.80%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Deepak Kumar Beetan L1 | M/s Bachittar Singh & Co L2 |
|---|---|---|---|---|---|
| 1.00 | Jungle clearance on running canals and branches, and drains with discharge more than 9 Cum/s. (iii) Heavy type | 0.3 | KM | 900 ₹900 | 780 ₹780 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. | 370.45 | Cum | 14,818 ₹14,818 Lowest | 22,227 ₹22,227 |
| 3.00 | 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. (X-Bundh and Cutting) | 13,666.66 | Cum | 40,999.98 ₹40,999.98 Lowest | 8,19,999.6 ₹8,19,999.6 |
| 4.00 | Making dewatering arrangement by pumping set 4" *4" (TractOF driven) | 264 | Hour | 2,17,800 ₹2,17,800 Lowest | 2,37,600 ₹2,37,600 |
| 5.00 | Making dewatering arrangements inclusive of running, operation and maintenance of equipment to provide dry condition at working place for lining, longitudinal /transverse drain etc & provision of digging & filling of drains for disposal of water as per the instructions of the Engineer incharge. The rate shall be inclusive of filter material, if required, to be provided to prevent fine particles in the adjacent ground to be carried away by flowing water and to prevent clogging of the system. | 49,280 | per Hour per H.P. | 60,614.4 ₹60,614.4 Lowest | 4,92,800 ₹4,92,800 |
| 6.00 | 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. (Silt clearance and debris of channels) | 3,030.02 | Cum | 15,150.1 ₹15,150.1 Lowest | 1,51,501 ₹1,51,501 |
| 7.00 | Dismantling of existing coping consisting of cement concrete 1:3:6 including loading & unloading, carriage and disposal of dismantled material with all leads & lifts. | 40.36 | Cum | 41,974.4 ₹41,974.4 | 36,324 ₹36,324 Lowest |
| 8.00 | Dismantling existing tile lining on side slopes and bed including loading, unloading, carriage and disposal of dismantled materials with all leads and lifts. | 2,200.59 | Cum | 15,84,424.8 ₹15,84,424.8 | 13,20,354 ₹13,20,354 Lowest |
| 9.00 | Extra for laying earth as per specifications for compaction in 200 mm layers & compacted to about 150 mm, watering, rolling and compaction complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. | 280.66 | Cum | 25,259.4 ₹25,259.4 Lowest | 25,259.4 ₹25,259.4 Lowest |
| 10.00 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing complete in Et respect, as per instruction of Engineer in charge (v) Depth exceeding 6.00 meters But up to 7.50 meters. | 35.68 | Cum | 7,849.6 ₹7,849.6 | 7,136 ₹7,136 Lowest |
Tender Value
₹3.8 Cr
EMD Value
₹7.6 L
Closing Date
2 Jan 2026, 10:00 amClosed
Executive Engineer, Abohar Canal and Ground Water
Executive Engineer, Abohar Canal and Ground Water Division , Water Resources, Punjab, Abohar
Estimate for Relining of Ferozepur Feeder from RD 49500 TO 50500
2025_WR_149896_9
E-Tendering Notice No.08/Abohar Canal Ground Water Division /2025-26 Dated 15/09/2025
Open Tender
Civil Works - Canal
Item Rate
Makhu
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,000
Yes
₹7.6 L
Yes
Executive Engineer, Abohar Canal and Ground Water
27 Jan 2026
23 Dec 2025
2 Jan 2026
23 Dec 2025
2 Jan 2026
23 Dec 2025
26 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Jungle clearance on running canals and branches, and drains with discharge more than 9 Cum/s. (iii) Heavy type | 0.3 | KM | - | - |
| 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. | 370.45 | Cum | - | - |
| 3 | 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. (X-Bundh and Cutting) | 13,666.66 | Cum | - | - |
| 4 | Making dewatering arrangement by pumping set 4" *4" (TractOF driven) | 264 | Hour | - | - |
| 5 | Making dewatering arrangements inclusive of running, operation and maintenance of equipment to provide dry condition at working place for lining, longitudinal /transverse drain etc & provision of digging & filling of drains for disposal of water as per the instructions of the Engineer incharge. The rate shall be inclusive of filter material, if required, to be provided to prevent fine particles in the adjacent ground to be carried away by flowing water and to prevent clogging of the system. | 49,280 | per Hour per H.P. | - | - |
| 6 | 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. (Silt clearance and debris of channels) | 3,030.02 | Cum | - | - |
| 7 | Dismantling of existing coping consisting of cement concrete 1:3:6 including loading & unloading, carriage and disposal of dismantled material with all leads & lifts. | 40.36 | Cum | - | - |
| 8 | Dismantling existing tile lining on side slopes and bed including loading, unloading, carriage and disposal of dismantled materials with all leads and lifts. | 2,200.59 | Cum | - | - |
| 9 | Extra for laying earth as per specifications for compaction in 200 mm layers & compacted to about 150 mm, watering, rolling and compaction complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. | 280.66 | Cum | - | - |
| 10 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing complete in Et respect, as per instruction of Engineer in charge (v) Depth exceeding 6.00 meters But up to 7.50 meters. | 35.68 | Cum | - | - |
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