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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.7 LAccepted-AOC NO 1 DIGHIRPAR PURBA P O P S CANNING DIST SOUTH 24 PARGANAS PIN 743329 | CANNING | SOUTH 24 PARGANAS | WEST BENGAL | 743329 | ₹19.7 L | L1 | Accepted-AOC 1st Lowest Bidder |
| 2 | L2₹25.8 LRejected-Finance BHANGA KUTHIR 197 G T ROAD DIST PURBA BARDHAMAN PIN 713101 | BURDWAN | PURBA BARDHAMAN | WEST BENGAL | 713101 | ₹25.8 L | L2 | Rejected-Finance Rate Higher Than L1 |
| 3 | L3₹31.0 LRejected-Finance 139 B B SEN ROAD CHANDANNAGAR HOOGHLY WEST BENGAL 712136 | CHANDANNAGAR | HOOGHLY | WEST BENGAL | 712136 | ₹31.0 L | L3 | Rejected-Finance Rate Higher Than L1 |
| 4 | L4₹32.7 LRejected-Finance 0 PANANDHRO PANANDHRO LAKHAPAT PANANDHRO KACHCHH GUJARAT 370627 UDYAM GJ 13 0010841 | KACHCHH | GUJARAT | 370627 | ₹32.7 L | L4 | Rejected-Finance Rate Higher Than L1 |
| 5 | L5₹34.0 LRejected-Finance VILL JAMTARA P O AMARARGARH P S AUSGRAM DIST PURBA BARDHAMAN PIN 713144 W B | PURBA BARDHAMAN | WEST BENGAL | 713144 | ₹34.0 L | L5 | Rejected-Finance Rate Higher Than L1 |
Tender Value
₹35.8 L
EMD Value
₹71,650
Closing Date
14 Jan 2026, 11:30 amClosed
Executive Engineer, Burdwan North Highway Division
Executive Engineer Burdwan North Highway Division, Aftab Club Court Compound 1st Floor, PO and Dist-Purba Burdwan, Pin-713101
Repair and rehabilitation of bridges at ch. 108.188 Km of Ramjibanpur-Palita-Palitpur-Natunhat Road (SH-7) under Ramjibanpur Highway Sub-Division of Burdwan North Highway Division in the district of Purba Bardhaman during the year 2025-2026.
2025_WBPWD_978538_1
WBPWDRoadsEEBNHDNIT09/25-2026
Open Tender
CIVIL WORKS
60 days
BURDWAN
Please refer Tender documents.
4 documents required · 4 mandatory
₹71,650
Yes
19 Feb 2026
23 Dec 2025
16 Jan 2026
23 Dec 2025
14 Jan 2026
31 Dec 2025
Cleaning and removing conservancy garbage mixed with rubbish & other filthy materials from the road side flank, drain and compound including cutting, loading, unloading to and from truck or cart by Mathor labour & removing the same to any distance.
Uprooting and removing plants from the surface of walls parapet etc and making good damages. (Repairing of damages to be paid separately).(b) Medium size plant of girth of exposed stem above 75 mm. but not exceeding 150 mm. lift upto 6 mtr.
Hire and labour charges for staging with sal bullah for super structure of bridge (Major and Minor) including stripping off and removing clearing on completion of work as per design and drawing approved by the Engineer-in-charge.
Cleaning the exposed corroded Reinforcement as well as worn out concrete by sand blasting with air compressor including all materials, hire charges of machineries and labour etc. all complete as per technical specification and direction of the Engineer-in-Charge.
Cleaning the concrete surface by removing dirt and debris, marking defective locations and removing loose concrete by careful stripping untill hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the Engineer - in - Charge.
Providing anti-corrosive protective coating to inhibit the corrosion to HYSD reinforcements including two coats of anti-corrosive coatings of consumption as per manufacturer's specification, cleaning etc. complete as per the direction of the Engineer-in- Charge.
Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy.
Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1.
Guniting concrete surface with cement mortar (25 mm nominal thick) applied with compressor aftercleaning surface and spraying with epoxy complete as per Technical specification.
Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications.B PCC Grade M20 (i) Height upto 5m I) Using concrete Mixer.
Metal Beam Crash Barrier A Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 andIS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per Clause 811.3 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
Supplying preparing and placement of ready mix non shrink cementious microconcrete having no metalic aggregate or chlorides for repairing and jackting of damaged R.C.C.members. The micro concrete should achieve a compressive strength not less than 10 MPa after 24 hours. 40 Mpa after 7 days and 50Mpa after 28 days at 300C.It should have unrestrained expansion in between 1 to 4%. flexural strength shall not be less than 5MPa after 28 days. Micro concrete should have a co-efficient of thermal expansion similar to that of the host concrete.
GST-18% (sgst=9% & cgst=9%)ADD
WEST BENGAL LABOUR WELFARE CESS=1% ADD
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