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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 | L-1₹35.6 LAccepted-AOC | L-1 | Accepted-AOC Being lowest and reasonable. | |
| 2 | L-2₹38.6 L+₹3.0 L (8.38%)Rejected-Finance | L-2 | Rejected-Finance Not being lowest bidder. | |
| 3 | L-3₹39.7 L+₹4.1 L (11.6%)Rejected-Finance PLOT NO D 25 INDUSTRIAL GROWTH CENTRE MANSA ROAD BATHINDA PB 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | L-3 | Rejected-Finance Not being lowest bidder. | |
| 4 | L-4₹40.9 L+₹5.3 L (15.0%)Rejected-Finance 64 SHAHEED UDHAM SINGH MARKET NEAR OLD BUS STAND BATHINDA 151001 PB | BATHINDA | BATHINDA | PUNJAB | 151001 | L-4 | Rejected-Finance Not being lowest bidder. | |
| 5 | L-5₹44.7 L+₹9.1 L (25.7%)Rejected-Finance 100 FEET ROAD NEAR POWER HOUSE ROAD CHOWK BATHINDA | BATHINDA | BATHINDA | PUNJAB | L-5 | Rejected-Finance Not being lowest bidder. |
Tender Value
₹43.2 L
EMD Value
₹87,000
Closing Date
5 May 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE Bathinda
HQ CWE Bathinda Bathinda Mil Stn
CA NO CWE BTD/TOKEN-71/2024-25 PROVN OF HARD STANDING FOR B VEH UNDER GE(N) BTD AT BTD MIL STN ON ACC OF CANCELATION OF CONTRACT AGAINST CA NO CWE BTD-16/24-25 IN TERMS OF CDN 54 OF GEN CDN OF CONTRACTS IAFW 2249 ON ACC OF CONTRACTOR S DEFAULT
2025_MES_704251_1
CWE BTD/TOKEN-71/2024-25
Open Tender
Civil Works
Item Rate
270 days
Bathinda Mil Stn
As per NIT
7 documents required · 7 mandatory
₹500
GE (N) Bathinda
₹87,000
HQ CWE Bathinda
10 Jul 2025
12 Apr 2025
7 May 2025
12 Apr 2025
5 May 2025
27 Apr 2025
21 Apr 2025
Amount
Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft / loose soil complete all as specified and as directed by Engineer-in-Charge.
Excavation over areas, not exceeding 1.5 mtr deep and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge.
Removing excavated material (Soils ) not exceeding 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed by Engineer-in-Charge.
Rolling and consolidatiing road formation surfaces in cutting including watering with 8 tonne and not exceeding 12 tonne power road roller including filling depression which occurs during process of rolling, rolling ( for preparing subgrade to achive a minimum 'K' value of 5 kg/Sq.cm) to requird gradient & camber complete all as specified and as directed by Engineer-in-Charge.
Material and labour for Hardcore of gauge exc. 63 mm but not exceeding 100mm of Broken stone or boulders , deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface with power roller exceeding 8 Tonne and not exceeding 12 tonne capacity complete all as specified and as directed by the Engineer-in-Charge.
Material and labour for 150mm thick Cement concrete 1:4:8, Type D-2 using 40 mm graded stone aggregate as in sub base complete all as specified and as directed by Engineer-in-charge.
Material and Labour Polythene film 150 micron thick as approved by GE , laid over and including a coat of bitumen primer @ 0.30kg to 0.50kg per sqm on rolled and consolidated surface of soiling complete all as specified and as directed by Engineer-in-charge. Note : The rate of bitumen primer @0.30kg to 0.50kg per sqm is included in this item and nothing shall be paid extra on this account.
Material and labour for Cement concrete work in pavement / Hard-standing of flexural strength 40 kg / per square centimetre in field using 400 kg of cement Per cum thickness of concrete 25cm or less complete all as specified and directed by Engineer-in-charge.
Material and labour for Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound,Grade ‘A’ thickness of concrete slab in 250mm complete all as specified and as directed by Engineer-in-charge.
Material and labour for Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound Grade ‘A’ complete all as specified and as directed by Engineer-in-charge.
Material and labour for 100mm thick Cement concrete 1:4:8, Type D-2 using 40 mm graded stone aggregate as in sub base complete all as specified and as directed by Engineer-in-charge.
Material & Labour for Factory made Machine pressed precast concrete interlocking paver block with grey cement and no pigment any shape and size confirming to IS 15658-2006 of 100 mm thickness, M-50 Grade laid over and including 40mm thick sand cushioning including watering and consoilsated complete all as specified and directed by Engineer-in-charge.Note:The rate of 40mm thick sand cushionig is included in this item and nothing shall be paid extra on this account.
M/S SHAKTI BUILDERS (BID ID -3292148)
M/S VERMA BUILDERS & DEVELOPERS (BID ID -3292132)
M/s PANKAJ KUMAR (BID ID -3292093)
JB Infrastructure (BID ID -3292062)
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tech_bid_open.pdf
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