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Tender Value
₹18.2 L
EMD Value
₹45,419
Closing Date
16 Jun 2026, 2:00 pm2d left
Executive engineer
Executive engineer bridges division ernakulam
GENERAL-Bridge Safety-Ordinary Repair of Ettiyodam bridge,Paliyathuruthu bridge,Kadakkara bridge and EzhikkaraKaitharam bridge in Paravur constituency.- Bridge safety-General Civil Work
2026_PWD_855116_1
PWD/BR/TR/11366/2025_5_1_1/1
Open Tender
Civil Works - Bridges
180 days
N. Paravur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹45,419
9 Jun 2026
9 Jun 2026
18 Jun 2026
9 Jun 2026
16 Jun 2026
9 Jun 2026
9 Jun 2026 - 16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Rehabilitation of bridges | ||||||
| 1.001 | OD63225/2025-2026:Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done . | - | sqm | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | OD63221/2025-2026:Drilling holes through the slab and beam for anchoring steel bars. | - | each | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | - | MT | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 16.11:Eproxy bonding of new concrete to old concrete | 1 | sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 16.8:Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical Specification | - | sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | OD65106/2025-2026:Micoconcrete with Epoxy bonding agent and Curing compound. Encasing the deterioted surface micro concrete so as to get a uniform size. Appying epoxy bonding agent on the existing concrete surface so as to get a well bonding with the new substract. Curing compund shall be applied immediately after setting the concrete. Two coats of saline based corrosion inhibitor, on the treated concrete surface so as to reduce the chloride ion attack. The rate shall include the cost of material, labour charges, hire charges of mixer machine. All complete as per manufactures specification and as per the instruction of engineer in charge. | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | OD65659/2025-2026:Hire charge of boat including boat man, fuel and all other expense etc. complete | - | hour | - | - | BI01010001010000000000000515BI0100001120 |
| 2Routine maintenance | ||||||
| 2.001 | 2.3.1.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Manual Means | 1 | Hectare | - | - | BI01010001010000000000000515BI0100001122 |
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