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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23,982Accepted-AOC ST NO 1 AZIMGARH ABOHAR DISTT FAZILKA PUNJAB 152116 | ABOHAR | FAZILKA | PUNJAB | 152116 | ₹23,982 | L1 | Accepted-AOC Award of Contract the SHIVA CONSTRUCTIONS by the committee for the Lower Bidder than others |
| 2 | L2₹25,161Rejected-AOC NULL | ₹25,161 | L2 | Rejected-AOC l2 |
| Sl No | Description | Qty | Unit | THE KUNWAR COOP L AND C SOCIETY LTD L2 | SHIVA CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in soil using hydraulic excavator and hydraulic trolley with disposal upto 450 mtr 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. (As per Earthwork statement) | 0.27 | cum | 17.55 ₹17.55 | 17.55 ₹17.55 |
| 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. | 24.59 | cum | 2,704.9 ₹2,704.90 | 2,704.9 ₹2,704.90 |
| 3.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth. | 6.72 | cum | 1,149.12 ₹1,149.12 | 1,142.4 ₹1,142.40 |
| 4.00 | 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. | 0.39 | cum | 74.78 ₹74.78 | 74.78 ₹74.78 |
| 5.00 | Laying 1st class brick lining 75 mm thick laid in 1:3 CSM over 10 mm thick cement Plaster 1:3 over 12.5 mm thick cement plaster 1:5 over dressed sub grade (for side slopes) including supply carriage, loading and unloading of material from source to site of work complete in all respects as per PWD specification. | 22.82 | sqm | 18,940.6 ₹18,940.60 | 18,484.2 ₹18,484.20 |
| 6.00 | Laying 1st class brick on edge coping 229 mm wide and 115 mm thick in cement sand mortar 1:3 complete in all respects as per PWD specification. | 13.41 | rmt | 2,145.6 ₹2,145.60 | 2,145.6 ₹2,145.60 |
| 7.00 | Extra allowance for providing templates in curved portions of lining. | 7.96 | sqm | 127.36 ₹127.36 | 119.4 ₹119.40 |
| 8.00 | Extra allowance for scaffolding in lining for side slopes only. | 13.28 | sqm | 159.36 ₹159.36 | 159.36 ₹159.36 |
| 9.00 | Any other item | 1 | CSR+SP | 0.05 ₹0.05 | 0.05 ₹0.05 |
Tender Value
₹22,847
Closing Date
30 Dec 2025, 10:00 amClosed
Executive Engineer, Abohar Canal and Ground Water
O/o Executive Engineer, Abohar Canal Ground Water Division , Water Resources, Punjab, Abohar
Estimate for Permanent Plugging of breach by Brick Linning at RD 618 of New Khipanwali Sub Minor
2025_WR_155881_2
E-Tendering Notice No.20/Abohar Canal Ground Water Division /2025-26 Dated 18/12/2025
Open Tender
Civil Works - Canal
FAZILKA
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Yes
Yes
19 Jan 2026
18 Dec 2025
30 Dec 2025
19 Dec 2025
30 Dec 2025
19 Dec 2025
Excavation in soil using hydraulic excavator and hydraulic trolley with disposal upto 450 mtr 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. (As per Earthwork statement)
Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications.
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth.
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.
Laying 1st class brick lining 75 mm thick laid in 1:3 CSM over 10 mm thick cement Plaster 1:3 over 12.5 mm thick cement plaster 1:5 over dressed sub grade (for side slopes) including supply carriage, loading and unloading of material from source to site of work complete in all respects as per PWD specification.
Laying 1st class brick on edge coping 229 mm wide and 115 mm thick in cement sand mortar 1:3 complete in all respects as per PWD specification.
Extra allowance for providing templates in curved portions of lining.
Extra allowance for scaffolding in lining for side slopes only.
Any other item
THE KUNWAR COOP L AND C SOCIETY LTD (BID ID -707559)
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