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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-AOC | ₹1.9 Cr | L1 | Accepted-AOC ACCEPTED |
| 2 | NO RANK₹1.9 CrRejected-Finance | ₹1.9 Cr | NO RANK | Rejected-Finance NOT L1 |
| 3 | NO RANK₹2.0 CrRejected-Finance | ₹2.0 Cr | NO RANK | Rejected-Finance NOT L1 |
Tender Value
₹1.8 Cr
EMD Value
₹3.7 L
Closing Date
5 Jun 2026, 2:00 pmClosed
SUPERINTENDING ENGINEER
Office of the Superintending Engineer, South Western Highway Circle, P.W.(Roads) Dte, Treasury Road, Midnapore, Dist. Paschim Medinipur, Pin 721101
Duarsini Bridge at 7.00 km on Sindri Manbazar Road (SH-4), Restoration of Damaged floor Protection and Protective Works including allied Works under Purulia Highway Division in the district of Purulia. Project ID PD252648724S000. 2ND CALL
2026_WBPWD_5013847_1
WBPWD/RDS/NIT-01/26-27/SE/SWHC
Open Tender
CIVIL WORKS
Percentage
180 days
PURULIA
PLEASE REFER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹3.7 L
Yes
MIDNAPORE
20 Aug 2026
8 May 2026
8 Jun 2026
9 May 2026
5 Jun 2026
13 May 2026
12 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | - | M3 | 199 | - |
| 2 | 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. | - | M2 | 604 | - |
| 3 | 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 | - | M2 | 506 | - |
| 4 | Removing corroded worn out portion of reinforcement (when the area of bar is damaged by more than 25%) by cutting and replacing the same by a new plain round bar of requisite diameter by binding with required lap / welding with old bar, including cost of reinforcement, complete in all respect including removing unserviceable materials from site as per direction of the Engineer - in - charge. Note : Payment on weight (Kg.) of new reinforcement | - | Kg | 87 | - |
| 5 | Epoxy bonding of new concrete to old concrete | - | M2 | 517 | - |
| 6 | Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 MPa and workmanship conforming to clause 2807.6. (40 mm average thickness.) | - | M2 | 261 | - |
| 7 | Guniting concrete surface with cement mortar (25 mm nominal thick) applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification | - | M2 | 912 | - |
| 8 | 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. | - | Each | 102 | - |
| 9 | Sealing of cracks / porous concrete by injection process through nipples/Grouting complete as per Technical specification.
A Cement Grout | - | Kg | 59 | - |
| 10 | Applying epoxy mortar ( 10 mm nominal thick) over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical specification | - | M2 | 665 | - |
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