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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.3 LAdmitted-Fee/PreQual/Technical/Finance KAREDATH H KIDANGOOR P O ANGAMALY PIN 683572 | ANGAMALY | ERNAKULAM | KERALA | 683572 | ₹27.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | JOY KURIAN L1 |
|---|---|---|---|---|
| 1.00Urgent repairs of approach road | ||||
| 1.00 | 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 | 0.12 | Hectare | 1,91,373.13 ₹22,582.03 Lowest |
| 1.00 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 6.3 | cum | 3,885.89 ₹24,481.11 Lowest |
| 1.00 | OD334207/2025-2026:Providing shoring with MS sheets for protecting the sides of existing road/ compound wall for a height of.00m to 4.00m using 6mm thick MS sheet .50m wide stiffness on edges with 50*50*6 mm M S angles on either side one after another in lines and levels with suitable pile driving equipment's for a depth 0.50m below the bottom of proposed excavation 0.50m above ground level suitably braced by horizontal wailing pieces of 150*75*8 angles on either side at intervals not exceeding 1.50m interval and horizontal screw type jack strut at 1.50m interval and maintaining the shoring thought the period of construction and removing the some after completion work etc | 301.5 | sqm | 2,077.17 ₹6,26,266.76 Lowest |
| 1.00 | 12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | 362.43 | cum | 85.33 ₹30,926.15 Lowest |
| 1.00 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 16.92 | cum | 7,921.63 ₹1,34,033.98 Lowest |
| 1.01 | OD334208/2025-2026:Dry Rubble Masonry : Construction of dry rubble for retaining walls, foundations etc. | 299.25 | cum | 4,603.01 ₹13,77,450.74 Lowest |
| 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 | 25.01 | cum | 10,544.12 ₹2,63,740.07 Lowest |
| 1.01 | 13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications | 2 | MT | 1,09,365.66 ₹2,18,840.69 Lowest |
| 1.01 | OD334212/2025-2026:Engaging Man Mazdoor for removing vegetation and accumulated earth from deck slab, assisting wood cutter clearing drainage sprout etc . | 14 | each | 1,218.68 ₹17,061.52 Lowest |
Tender Value
₹25.3 L
EMD Value
₹50,000
Closing Date
4 Aug 2026, 2:00 pmClosed
EXECUTIVE ENGINEER
PWD BRIDGES DIVISION ERNAKULAM
GENERAL-Ordinary repair of bridges-Urgent repair works to approach embankment of Pathalamkadavu Bridge-General Civil Work
2026_PWD_855578_2
PWD/BR/TR/20662/2024_5_1_1/RC 1/1
Open Tender
Civil Works - Bridges
Item Rate
180 days
ELOOR
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
6 Aug 2026
28 Jul 2026
6 Aug 2026
28 Jul 2026
4 Aug 2026
28 Jul 2026
28 Jul 2026 - 4 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Urgent repairs of approach road | |||||
| 1.001 | 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 | - | Hectare | - | - |
| 1.002 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 1 | cum | - | - |
| 1.003 | OD334207/2025-2026:Providing shoring with MS sheets for protecting the sides of existing road/ compound wall for a height of.00m to 4.00m using 6mm thick MS sheet .50m wide stiffness on edges with 50*50*6 mm M S angles on either side one after another in lines and levels with suitable pile driving equipment's for a depth 0.50m below the bottom of proposed excavation 0.50m above ground level suitably braced by horizontal wailing pieces of 150*75*8 angles on either side at intervals not exceeding 1.50m interval and horizontal screw type jack strut at 1.50m interval and maintaining the shoring thought the period of construction and removing the some after completion work etc | - | sqm | - | - |
| 1.004 | 12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | - | cum | - | - |
| 1.005 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | - | cum | - | - |
| 1.006 | OD334208/2025-2026:Dry Rubble Masonry : Construction of dry rubble for retaining walls, foundations etc. | - | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications | 1 | MT | - | - |
| 1.009 | OD334212/2025-2026:Engaging Man Mazdoor for removing vegetation and accumulated earth from deck slab, assisting wood cutter clearing drainage sprout etc . | - | each | - | - |
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