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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹9.6 L+₹1.7 L (21.8%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹9.9 L+₹2.0 L (24.9%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MYTHCON L1 | METAL ENGINEERING AND TREATMENT COMPANY PRIVATE LIMITED L3 | NEW TOWN CONSTRUCTION AND CONSULTANCY L2 |
|---|---|---|---|---|---|---|
| 1.00 | Conducting Schmidt's Rebound Hammer Test for determining the concrete compressive strength at different locations of bridge superstructure and substructure as per relevant IS codes and submission of Test results in 6(six) copies. The rate should be Inclusive of all labour, material, staging, tools & plants, lead, lift, taxes and incidental charges complete in all respect
Detailed investigation. | 28 | Nos | 800 ₹22,400 Lowest | 1,000 ₹28,000 | 980 ₹27,440 |
| 2.00 | Conducting Ultrasonic pulse Velocity Test for establishing the quality of concrete at different locations of bridge superstructure and sub structure as per relevant IS. Codes and submission of Test results in 6(six) copies. The rate should be inclusive of all labour, material, staging, Tools & Plants, Lead, lift, taxes and Incidental charges complete in all respect. | 28 | Nos | 900 ₹25,200 Lowest | 1,050 ₹29,400 | 1,080 ₹30,240 |
| 3.00 | Conducting half cell potentio meter test for assessing risk of corrosion at different locations of Bridge Super Structure & Sub Structure as per relevant IS. Codes and submission of Test results in 6 (six) copies. The rate should be inclusive of all labour, material, staging, Tools & Plants, Lead, lift, taxes and incidental charges complete in all respect. | 7 | Nos | 1,700 ₹11,900 Lowest | 2,000 ₹14,000 | 1,950 ₹13,650 |
| 4.00 | compressive strengthr determination of concrete core collected from Bridge superstructure &substructre as per direcion of E-in-C | 6 | Nos | 3,500 ₹21,000 Lowest | 5,000 ₹30,000 | 7,000 ₹42,000 |
| 5.00 | Conducting Rebar Mapping test using GPR for determining reinforcement bar distribution, concrete cover thickness etc at different locations of Bridge Super Structure & Sub Structure as per relevant 1.5. Codes and submission of Test results in 6(six) copies. The rate should be inclusive of all labour, material, staging, Tools & Plants, Lead, lift, taxes and incidental, charges complete in all respect | 14 | Nos | 3,500 ₹49,000 Lowest | 5,000 ₹70,000 | 5,600 ₹78,400 |
| 6.00 | Conducting Bridge Load Test as per relevant IRC Code and submission of Test results in (6 six) copies. The rate should be inclusive of installation of required equipments, malting loading arrangement, installation of working platform, staging, all labour, material, taxes and incidental charges complete in all respect | 2 | Nos | 3,05,000 ₹6,10,000 Lowest | 3,70,000 ₹7,40,000 | 3,50,000 ₹7,00,000 |
| 7.00 | Preparation of DPR with recommendations for remedial measures based data of NDT Tests, Load tests, drafting material specification for specific need of the structure, providing general drawings for repair methods etc. in 6 (six) copies, complete in all respect including all Incidental charges and Taxes. | 1 | Nos | 50,000 ₹50,000 Lowest | 75,000 ₹75,000 | 70,000 ₹70,000 |
Tender Value
Refer Docs
EMD Value
₹10,000
Closing Date
14 Aug 2026, 6:00 pmClosed
Executive Engineer, Birbhum Highway Division II
Sarak Bhavan, Lambodarpur, Suri, Birbhum, 731101
Structural health assessment of Bridge at 9th km of Rajnagar Khoirasole road under Birbhum Highway Division-II in the District of Birbhum during the year 2026-27
2026_WBPWD_5017956_1
WB/PWR/EE/BHDII/NIQ12/26-27
Open Tender
CIVIL WORKS
Percentage
30 days
Bridge at 9th km of Rajnagar Khoirasole
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
31 Aug 2026
5 Aug 2026
17 Aug 2026
5 Aug 2026
14 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Conducting Schmidt's Rebound Hammer Test for determining the concrete compressive strength at different locations of bridge superstructure and substructure as per relevant IS codes and submission of Test results in 6(six) copies. The rate should be Inclusive of all labour, material, staging, tools & plants, lead, lift, taxes and incidental charges complete in all respect
Detailed investigation. | 28 | Nos | - | - |
| 2 | Conducting Ultrasonic pulse Velocity Test for establishing the quality of concrete at different locations of bridge superstructure and sub structure as per relevant IS. Codes and submission of Test results in 6(six) copies. The rate should be inclusive of all labour, material, staging, Tools & Plants, Lead, lift, taxes and Incidental charges complete in all respect. | - | Nos | - | - |
| 3 | Conducting half cell potentio meter test for assessing risk of corrosion at different locations of Bridge Super Structure & Sub Structure as per relevant IS. Codes and submission of Test results in 6 (six) copies. The rate should be inclusive of all labour, material, staging, Tools & Plants, Lead, lift, taxes and incidental charges complete in all respect. | - | Nos | - | - |
| 4 | compressive strengthr determination of concrete core collected from Bridge superstructure &substructre as per direcion of E-in-C | - | Nos | - | - |
| 5 | Conducting Rebar Mapping test using GPR for determining reinforcement bar distribution, concrete cover thickness etc at different locations of Bridge Super Structure & Sub Structure as per relevant 1.5. Codes and submission of Test results in 6(six) copies. The rate should be inclusive of all labour, material, staging, Tools & Plants, Lead, lift, taxes and incidental, charges complete in all respect | - | Nos | - | - |
| 6 | Conducting Bridge Load Test as per relevant IRC Code and submission of Test results in (6 six) copies. The rate should be inclusive of installation of required equipments, malting loading arrangement, installation of working platform, staging, all labour, material, taxes and incidental charges complete in all respect | - | Nos | - | - |
| 7 | Preparation of DPR with recommendations for remedial measures based data of NDT Tests, Load tests, drafting material specification for specific need of the structure, providing general drawings for repair methods etc. in 6 (six) copies, complete in all respect including all Incidental charges and Taxes. | 1 | Nos | - | - |
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