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Tender Value
₹6.3 L
EMD Value
₹15,774
Closing Date
24 Jun 2026, 2:00 pmDue tomorrow
Similar tender results from the same govt authority in the past 3 years.
Assistant Executive Engineer
O/o Assistant Executive Engineer, PWD Bridges Sub Division, Ernakulam.
GENERAL-Bridge safety - Rehabilitation work of Njarakkal,Appangad-1 and Appangad-2 in Vypin constituency. -Work-General Civil Work
2026_PWD_840915_2
PWD/BR/TR/11236/2025_5_1_1/1
Open Tender
Civil Works - Bridges
180 days
Njarakkal
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,395
Yes
₹15,774
Yes
15 Jun 2026
15 Jun 2026
26 Jun 2026
15 Jun 2026
24 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Rehabilitation of bridges | ||||||
| 1.001 | OD312369/2025-2026: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 | OD65584/2025-2026:Hire charge of boat including boat man, fuel and all other expense etc. complete | - | hour | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | OD62347/2025-2026:Drilling holes through the slab and beam for anchoring steel bars. | - | each | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 16.9: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. | - | sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | OD62346/2025-2026:Guniting concrete surface with cement mortar applied with compressor after clearing surface and spraying with epoxy complete as per technical specification | 1 | sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 2.4.4.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Stone Masonry - Rubble stone masonry in cement mortar. | 1 | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | OD62344/2025-2026:Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand :12 graded stone aggregate 20mm nominal size) upto plinth level with cement mortar 1:6 (1cement : 6course sand)
12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1
cement : 6 coarse sand). | 1 | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | 1 | MT | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 13.5.E.P.1:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 - Using concrete Mixer - Height upto 5m | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
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