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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹97,013Accepted-AOC JALALABAD W | MOGA | PUNJAB | 142001 | L1 | Accepted-AOC Award of Contract the The Bharat Cooperartive L and C Society ltd by the committee for the Lower Bidder than others | |
| 2 | L2₹1.0 L+₹5,022 (5.18%)Rejected-AOC BATHINDA | BATHINDA | BATHINDA | PUNJAB | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | The Bharat Cooperartive L and C Society ltd L1 | Brar Construction Company L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in soil using hydraulic jcb and hydraulic trolley with disposal 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. | 1 | cum | 100 ₹100 Lowest | 110 ₹110 |
| 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. | 76.41 | cum | 8,328.69 ₹8,328.69 Lowest | 8,405.1 ₹8,405.1 |
| 3.00 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth. | 22.92 | cum | 4,011 ₹4,011 Lowest | 4,079.76 ₹4,079.76 |
| 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. | 1.06 | cum | 223.66 ₹223.66 Lowest | 227.9 ₹227.9 |
| 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. | 78.47 | sqm | 64,580.81 ₹64,580.81 Lowest | 64,737.75 ₹64,737.75 |
| 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. | 36.58 | rmt | 5,962.54 ₹5,962.54 Lowest | 6,035.7 ₹6,035.7 |
| 7.00 | Extra allowance for providing templates in curved portions of lining. | 31.82 | sqm | 445.48 ₹445.48 Lowest | 477.3 ₹477.3 |
| 8.00 | Extra allowance for scaffolding in lining for side slopes only. | 52.64 | sqm | 684.32 ₹684.32 Lowest | 789.6 ₹789.6 |
| 9.00 | Supply of labour for clearing nakka removal of EC Bags from patch site. (DC rate) | 1 | Nos | 453 ₹453 Lowest | 455 ₹455 |
| 10.00 | Dismantling Cement Concrete plain 1:2:4 mix | 1 | cum | 110 ₹110 Lowest | 110 ₹110 Lowest |
Tender Value
₹91,951
EMD Value
₹1,839
Closing Date
30 Dec 2025, 10:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
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 Lining of RD 45600, RD 46400 , and concrete lining of RD 52700 of Karamgarh Disty
2025_WR_155881_5
E-Tendering Notice No.20/Abohar Canal Ground Water Division /2025-26 Dated 18/12/2025
Open Tender
Civil Works - Canal
Item Rate
Sri Muktsar Sahib
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Yes
₹1,839
Yes
19 Jan 2026
18 Dec 2025
30 Dec 2025
19 Dec 2025
30 Dec 2025
19 Dec 2025
Excavation in soil using hydraulic jcb and hydraulic trolley with disposal 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.
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.
Supply of labour for clearing nakka removal of EC Bags from patch site. (DC rate)
Dismantling Cement Concrete plain 1:2:4 mix
Extra for compaction of earth including laying of earth in 20 cm layer, watering and rolling to Specifications
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 with an avg. lead
Earthwork for lip cutting for lining of irrigation channels inclusive of all allowance, lead and dressing (upto 1.50m depth)
Dressing of side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications and Engineer- in-charge.
Earth work in excavation in foundations 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 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 metres. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
Extra Bitumen Painting at 0.69 Kg per sqm. as per (IS 3384-1985)
Supplying and laying LDPE film of 150 micron over sleepers for construction and expansion joints I/C carriage and loading unloading of all material complete in all respect as per PWD specifications and engineer in charge
Shuttering for faces of concrete
Cement water slurry 1:3 with cement @ 2.25 kg per sqm as on prepared side slopes before laying concrete on side slopes including supply and carriage and loading unloading of all materials complete in all respect as per PWD specifications and engineer in charge
Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km
Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km
Providing and Filling Construction Joints Sealing Compund with coarse sand and 6 percent bitumen by weight complete as per drawings and complete in all respect
Any other item
Brar Construction Company (BID ID -708323)
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