Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹13.7 L+₹60,949.08 (4.67%)Rejected-AOC KAREDATH H KIDANGOOR P O ANGAMALY PIN 683572 | ANGAMALY | ERNAKULAM | KERALA | 683572 | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | jazir sabah L1 | JOY KURIAN L2 |
|---|---|---|---|---|---|
| 1.00Rehabilitation of bridges | |||||
| 1.00 | OD267730/2025-2026: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 . | 114.75 | sqm | 434 ₹49,801.5 Lowest | 454.45 ₹52,148.14 |
| 1.00 | OD267726/2025-2026:Drilling holes through the slab and beam for anchoring steel bars. | 180 | each | 274 ₹49,320 Lowest | 286.84 ₹51,631.2 |
| 1.00 | 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. | 103.94 | sqm | 493 ₹51,242.42 Lowest | 515.8 ₹53,612.25 |
| 1.00 | OD267728/2025-2026:Guniting concrete surface with cement mortar applied with compressor after clearing surface and spraying with epoxy complete as per technical specification | 322.5 | sqm | 1,124 ₹3,62,490 Lowest | 1,176.24 ₹3,79,337.4 |
| 1.00 | OD267727/2025-2026:Encasing the deteriorated surface with micro concrete so as to get a uniform size. Applying epoxy bonding agent on the existing concrete surface so as to get a well bonding with a surface . The rate shall include the cost of material labour charge , hire charges of generator .All complete as per manufactures specification and as per the instruction of engineer in charge | 2.55 | cum | 82,596 ₹2,10,619.8 Lowest | 86,450.23 ₹2,20,448.09 |
| 1.01 | 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. | 40 | cum | 995 ₹39,800 Lowest | 1,041.36 ₹41,654.4 |
| 1.01 | OD267729/2025-2026: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). | 40 | cum | 7,006 ₹2,80,240 Lowest | 7,333.21 ₹2,93,328.4 |
| 1.01 | 14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | 0.53 | MT | 1,29,698 ₹68,739.94 Lowest | 1,35,750.25 ₹71,947.63 |
| 1.01 | 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 | 2.4 | cum | 12,104 ₹29,049.6 Lowest | 12,668.72 ₹30,404.93 |
Tender Value
₹12.4 L
EMD Value
₹31,067
Closing Date
10 Jun 2026, 2:00 pmClosed
Assistant Executive Engineer
O/o Assistant Executive Engineer, PWD Bridges Sub Division, Ernakulam
GENERAL- Rehabilitation of Kuriyappilly bridge bridge in North Paravur Constituency in Ernakulam District- Bridge Safety- Rehabilitation of Kuriyappilly bridge -General Civil Work
2026_PWD_841864_2
PWD/BR/TR/20378/2023_5_2_1/1
Open Tender
Civil Works - Bridges
Item Rate
180 days
North Paravur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,067
Yes
24 Aug 2026
3 Jun 2026
12 Jun 2026
3 Jun 2026
10 Jun 2026
3 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Rehabilitation of bridges | |||||
| 1.001 | OD267730/2025-2026: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 | - | - |
| 1.002 | OD267726/2025-2026:Drilling holes through the slab and beam for anchoring steel bars. | - | each | - | - |
| 1.003 | 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. | 1 | sqm | - | - |
| 1.004 | OD267728/2025-2026:Guniting concrete surface with cement mortar applied with compressor after clearing surface and spraying with epoxy complete as per technical specification | - | sqm | - | - |
| 1.005 | OD267727/2025-2026:Encasing the deteriorated surface with micro concrete so as to get a uniform size. Applying epoxy bonding agent on the existing concrete surface so as to get a well bonding with a surface . The rate shall include the cost of material labour charge , hire charges of generator .All complete as per manufactures specification and as per the instruction of engineer in charge | 1 | cum | - | - |
| 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. | - | cum | - | - |
| 1.007 | OD267729/2025-2026: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). | - | cum | - | - |
| 1.008 | 14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | - | MT | - | - |
| 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 | 1 | cum | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1443221.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.05 MB
BOQ_1443221.xls
BOQ • 0.31 MB
nitsbd.pdf
Tender Documents • 1.67 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .