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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.9 LAccepted-AOC NOT AVAILABLE | ₹12.9 L | L1 | Accepted-AOC Award of Contract the RAMAN CONSTRUCTIONS by the committee for the Lower Bidder than others |
| 2 | L2₹13.4 LRejected-AOC NOT AVAILABLE | ₹13.4 L | L2 | Rejected-AOC L2 |
| 3 | L3₹13.7 LRejected-AOC ST NO 1 AZIMGARH ABOHAR DISTT FAZILKA PUNJAB 152116 | ABOHAR | FAZILKA | PUNJAB | 152116 | ₹13.7 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | RS CONSTRUCTIONS L3 | SHIVA CONSTRUCTIONS L2 | RAMAN CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in soil using hydraulic jcb and hydraulic trolley with disposal includingcutting and loading in trolley,trimming bottom and sideslopes in accordance withrequirements of lines,grades and cross sections and transporting to embankmentlocation within all lifts and lead. | 764.47 | cum | 1,15,434.97 ₹1.2 L | 1,45,249.3 ₹1.5 L | 1,14,670.5 ₹1.1 L |
| 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. | 1,161.52 | cum | 1,30,090.24 ₹1.3 L | 1,15,025.33 ₹1.2 L | 1,27,767.2 ₹1.3 L |
| 3.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth. | 171.67 | cum | 33,475.65 ₹33,475.65 | 27,329.86 ₹27,329.86 | 32,617.3 ₹32,617.30 |
| 4.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 1.50 to 3.0 mtr depth. | 140.68 | cum | 26,447.84 ₹26,447.84 | 23,471.05 ₹23,471.05 | 26,025.8 ₹26,025.80 |
| 5.00 | Earthwork for lip cutting for irrigation of channel inclusive
of all allowances leads anddressing 3.0 to 4.50 mtr depth.. | 36.05 | cum | 7,210 ₹7,210 | 6,308.75 ₹6,308.75 | 7,210 ₹7,210 |
| 6.00 | 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. | 7.24 | cum | 1,556.6 ₹1,556.60 | 1,388.27 ₹1,388.27 | 1,520.4 ₹1,520.40 |
| 7.00 | 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 | 1,148.67 | Sq.Mtr | 9,69,477.48 ₹9.7 L | 9,41,909.4 ₹9.4 L | 9,41,909.4 ₹9.4 L |
| 8.00 | Laying 1st class brick on edgecoping 229 mm wide and 115
mm thick in cement sand mortar 1:3 complete in all respects as per PWD specification. | 250.55 | Running Meter | 42,593.5 ₹42,593.50 | 66,896.85 ₹66,896.85 | 41,340.75 ₹41,340.75 |
| 9.00 | Extra allowance for providing templates in curved portions of lining. | 347.68 | Sq.Mtr | 5,215.2 ₹5,215.20 | 4,585.9 ₹4,585.90 | 5,215.2 ₹5,215.20 |
| 10.00 | Extra allowance for scaffolding in lining for side slopes only | 800.96 | Sq.Mtr | 10,812.96 ₹10,812.96 | 9,467.35 ₹9,467.35 | 10,012 ₹10,012 |
Tender Value
₹12.1 L
EMD Value
₹24,280
Closing Date
14 Nov 2025, 10:00 amClosed
Executive Engineer, Abohar Canal Ground Water Divi
Executive Engineer, Abohar Canal Ground Water Divi
Estimate for Permanent Plugging of breach by Brick Lining RD 0 to 95500 of Malookpur Disty
2025_WR_153070_1
E-Tendering Notice No.17/Abohar Canal Ground Water Division /2025-26 Dated 03/11/2025
Open Tender
Civil Works - Canal
FAZILKA
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
Yes
₹24,280
Yes
18 Dec 2025
3 Nov 2025
14 Nov 2025
4 Nov 2025
14 Nov 2025
4 Nov 2025
Excavation in soil using hydraulic jcb and hydraulic trolley with disposal includingcutting and loading in trolley,trimming bottom and sideslopes in accordance withrequirements of lines,grades and cross sections and transporting to embankmentlocation within all lifts and lead.
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 for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 1.50 to 3.0 mtr depth.
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads anddressing 3.0 to 4.50 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 edgecoping 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
Hydraulic Excavator CK90 with hydraulic excavatorof 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of Iines,grade sand cross sections, including all lifts and combined lead upto 30m.For Rehandalling of Earth Obtained from EC Bags.
CHAPTER NO 19 LINING (19.2) Dressing side slopes and preparation of sub grade for lining.
Any other item
SHIVA CONSTRUCTIONS (BID ID -697483)
RS CONSTRUCTIONS (BID ID -697123)
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