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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.1 CrAccepted-AOC | ₹3.1 Cr | 1 | Accepted-AOC agreement executed |
| 2 | 2₹3.3 CrRejected-Finance | ₹3.3 Cr | 2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | manoharan L1 | MINEESH K C L2 |
|---|---|---|---|---|---|
| 1.00APPENDIX -A - CONSTRUCTION OF BRIDGE | |||||
| 1.00 | 3.13.1.B: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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | 16.83 | cum | 66 ₹1,110.78 | 65.2 ₹1,097.32 |
| 1.00 | OD297298/2024-2025:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and
filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete | 71.05 | cum | 560 ₹39,788 | 551.33 ₹39,172 |
| 1.00 | OD150209/2022-2023:Providing and Constructing Temporary Island16m*7m size for Construction of Pile Foundation. Assuming depth of wa
ter 2.00 m and height of island 2.5m. | 1 | no | 2,20,000 ₹2.2 L | 2,22,828.28 ₹2.2 L |
| 1.00 | 12.9.C:Providing and constructing one span service road to reach island location from one pier location to another pier location | 8 | metre | 8,000 ₹64,000 | 8,240.39 ₹65,923.12 |
| 1.00 | OD141575/2022-2023:Providing Steel Liner 6 mm thick for Pile foundation including Fabricating and Setting out as per Detailed Drawing. (Modified from Morth 12.22) | 12.73 | tonne | 1,30,000 ₹16.5 L | 1,27,290.32 ₹16.2 L |
| 1.01 | 12.24.3:Bored cast-in-situ M35 grade R.C.C. Pile Using Batching Plant, Transit Mixer and Concrete Pump excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-1000 mm | 159 | metre | 12,000 ₹19.1 L | 11,713.39 ₹18.6 L |
| 1.01 | OD141576/2022-2023: Dry rubble masonry for retaining wall using blasted rubbles below 40 dm cub including wedging them tightly with chips including all materials, labour charges etc complete as directed departmental ocers. | 43.12 | cum | 4,200 ₹1.8 L | 4,146.91 ₹1.8 L |
| 1.01 | 12.39:Providing and laying of PCC M15 leveling course 100 mm thick below the pile cap | 7.38 | cum | 8,000 ₹59,048 | 8,145.06 ₹60,118.69 |
| 1.01 | 12.38.D.2:Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification R C C Grade M35 - Using Batching plant, Transit Mixer and Concrete pump | 72.4 | cum | 9,000 ₹6.5 L | 8,566.66 ₹6.2 L |
Tender Value
₹3.4 Cr
EMD Value
₹1 L
Closing Date
18 Oct 2025, 11:00 amClosed
Superintending Engineer,PWD Bridges,NC KKD
O/O. the SE, PWD Bridges North Circle, Thondayad, Kozhikode
GENERAL-Construction of Nadal Bridge- Construction of Nadal Bridge across Nadal River in Kannur District-General Civil Work
2025_PWD_807683_1
PWD/BR/TR/18632/2022_5_1_1/1
Open Tender
Civil Works - Bridges
365 days
Nadal
Please refer Tender documents.
10 documents required · 10 mandatory
₹8,270
Yes
₹1 L
Yes
23 Dec 2025
9 Oct 2025
21 Oct 2025
9 Oct 2025
18 Oct 2025
9 Oct 2025
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