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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC 107 KRISHNA COLONY MALOUT DISTRICT SRI MUKTSAR SAHIB | MALOUT | SRI MUKTSAR SAHIB | ₹1.2 Cr | L1 | Accepted-AOC accepted |
| 2 | L2₹1.2 CrRejected-Finance HOUSE NO 20683 GALI NO 26 AJIT ROAD BATHINDA | BATHINDA | BATHINDA | PUNJAB | ₹1.2 Cr | L2 | Rejected-Finance Due to higher rate |
| Sl No | Description | Qty | Unit | Dinesh Kumar Garg Contractor L1 | Ms Pacific Engineers and Builders L2 |
|---|---|---|---|---|---|
| 1.00 | Ordinary Jungle clearance of both banks of running distribuatries, Minors and Drain with discharge upto 9 cum/s including boundary road (a) discharge upto 1.5 cum/s | 4 | Km | 1,869 ₹7,476 | 1,869 ₹7,476 |
| 2.00 | Earth excavation in ordinary soil, exclusive of compensation of earth- (a) kassi work Undressed involving an average horizontal throw upto 2 meters and an average Vertical Lift upto 0.5 meters including Breaking of Clods | 6,490.68 | Cum | 81 ₹5,25,745.08 | 85 ₹5,51,707.8 |
| 3.00 | Earthwork Undressed with combined lead upto 15 mtr including Breaking of Clods | 141.29 | Cum | 114 ₹16,107.06 | 119 ₹16,813.51 |
| 4.00 | Dressing of Earthwork (a) New work or remodelling work | 6,022.62 | Sqm | 1 ₹6,022.62 | 1 ₹6,022.62 |
| 5.00 | Earthwork (exclusive of compensation of earth ) in excavation in ordinary soil or soil containing gravel or kankar upto 40 % and Filling in 15 cm layers in foundation and plinth including ramming , watering and consolidating under floors with earth brought from a distance not exceeding 30 metres. | 115.5 | Cum | 147 ₹16,978.5 | 132 ₹15,246 |
| 6.00 | Re-handling (-20%) kassi work Undressed involving an average horizontal throw upto 2 meters and an average Vertical Lift upto 0.5 meters including Breaking of Clods | 5,200.98 | Cum | 64 ₹3,32,862.72 | 73 ₹3,79,671.54 |
| 7.00 | Dag belling -Dag belling single kassi stroke minimum 7.5 cm depth. | 13.05 | cm | 848 ₹11,066.4 | 848 ₹11,066.4 |
| 8.00 | Dressing Bed and preparation of sub grade for lining. | 5,392.76 | Sqm | 11 ₹59,320.36 | 10 ₹53,927.6 |
| 9.00 | Dismantaling Brick Work tile, masonary or tile lining(b) in cement | 666.26 | Cum | 718 ₹4,78,374.68 | 718 ₹4,78,374.68 |
| 10.00 | First class burnt brick laid in Cement Sand Mortar 1:6 in foundation and plinth. | 1,398.77 | Cum | 6,250 ₹87,42,312.5 | 6,475 ₹90,57,035.75 |
Updated dates
Tender Value
₹99.9 L
EMD Value
₹2.0 L
Closing Date
27 Oct 2025, 10:00 amClosed
Executive Engineer
Executive Engineer bathinda canal and ground water division Bathinda
Estimate for Re-Construction of Watercourse of Outlet RD 16800-L of Bathinda Disty
2025_WR_151108_1
31/22A/2025-26
Open Tender
Civil Works - Canal
Bathinda
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
₹2.0 L
bathinda
13 Jan 2026
29 Sept 2025
27 Oct 2025
29 Sept 2025
27 Oct 2025
29 Sept 2025
1 Oct 2025
Amount
Ordinary Jungle clearance of both banks of running distribuatries, Minors and Drain with discharge upto 9 cum/s including boundary road (a) discharge upto 1.5 cum/s
Earth excavation in ordinary soil, exclusive of compensation of earth- (a) kassi work Undressed involving an average horizontal throw upto 2 meters and an average Vertical Lift upto 0.5 meters including Breaking of Clods
Earthwork Undressed with combined lead upto 15 mtr including Breaking of Clods
Dressing of Earthwork (a) New work or remodelling work
Earthwork (exclusive of compensation of earth ) in excavation in ordinary soil or soil containing gravel or kankar upto 40 % and Filling in 15 cm layers in foundation and plinth including ramming , watering and consolidating under floors with earth brought from a distance not exceeding 30 metres.
Re-handling (-20%) kassi work Undressed involving an average horizontal throw upto 2 meters and an average Vertical Lift upto 0.5 meters including Breaking of Clods
Dag belling -Dag belling single kassi stroke minimum 7.5 cm depth.
Dressing Bed and preparation of sub grade for lining.
Dismantaling Brick Work tile, masonary or tile lining(b) in cement
First class burnt brick laid in Cement Sand Mortar 1:6 in foundation and plinth.
10mm thick Cement Plaster 1:4 on side walls
10mm thick Cement Plaster 1:4 on floors
Supply & laying Dry Brick Bats
Shuttering for faces of concrete foundations and foundation beam & plinth beam ( Vertical or battening)
Cement Concrete 1:2:4 (a) with stone ballast or shingle ( i) RCC work hand mixed 1:2:4 for slab including steel reinforcement.
Fixing of RCC Frame
Ms Pacific Engineers and Builders (BID ID -691406)
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