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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAccepted-AOC | L1 | Accepted-AOC L1-AOC | |
| 2 | L2₹4.1 Cr+₹13.8 L (3.51%)Rejected-AOC 18 CORPORATION ROAD DEVAKOTTAI | SIVAGANGA | TAMIL NADU | 630001 | L2 | Rejected-AOC L2 | |
| 3 | L3₹4.1 Cr+₹19.7 L (5.01%)Rejected-AOC 12 PALANI ANDAVAR COLONY ALAGAR KOYIL ROAD MADURAI 625002 | MADURAI | TAMIL NADU | 625002 | L3 | Rejected-AOC L3 |
Tender Value
₹3.9 Cr
EMD Value
₹2.1 L
Closing Date
23 Feb 2026, 11:00 amClosed
Thiru.P.Selvanambi M.E,Ph.D, S.E H C and M,Madurai
O/o.The Superintending Engineer H C and M, Near Lotus Tank, Azhagar Koil Main Road, Madurai-02
Construction of Minor bridge at Km 1/2 of Viraganoor Sakkudi road across Vandiyur Surplus channel
2026_HWAY_656038_1
MDU 179 / Madurai Division/ Sakkudi Sub Work /Bridge Work / TN No 58 / 2025 26/HDO/Dated 09.02.2026
Open Tender
Civil Works - Bridges
Percentage
180 days
Madurai
Refer PQ Documents
10 documents required · 10 mandatory
₹0
₹2.1 L
8 Apr 2026
12 Feb 2026
23 Feb 2026
12 Feb 2026
23 Feb 2026
16 Feb 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Bridge Work | - | - | - | - |
| 1Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts as per SS20B,including all other incidental charges such as bailing out water, shoring, strutting, walling and forming protective bunds wherever necessary, etc., complete as per relevant standard specification, for DRESSING THE BED. | |||||
| - | Minor Bridge at Km 1/2 | 100 | Cubic Metre | 131.89 | ₹13,189 |
| 2Earth work excavation in all classes of soils and depositing on bank, with all eads and lifts as per SS20B, Including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete for FOUNDATION - PILECAP Under ABUTMENTS & PIERS as per Section 300 of MoRT&(H) Specifications (Fifth Revision). (including 600 mm from the face of Pilecap as per Cl. 4.2.5.1 of IS: 1200 (Part 1) - 1992. | |||||
| - | Minor Bridge at Km 1/2 | 994 | Cubic Metre | 413.79 | ₹4,11,307.26 |
| 3Providing and driving in position permanent MS liners for piles from bottom of pile cap as per cl.709.1.4 of IRC 78-2014 including cost of liners and fabricating, welded construction with consumable,labour and plants and driving MS liners 6mm thick to be left permanently with the pile shaft as per requirement and as per standard specification, and placing them in position with all leads and lifts etc. complete as per section 1100 & 1600 of MORT&H Specifications (V Revision) For piles under Abutments and Returns | |||||
| - | Minor Bridge at Km 1/2 | 16 | Metric tonne | 81,762.1 | ₹13,08,193.6 |
| 4Vibrated reinforced cement concrete of grade M35 (Design mix) using 20mm ISS size HBG graded metal Bored-cast-in situ piles of 1200mm diameter, as per C1.709.1.9 of IRC: 78-2014,including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel and placing it in position before concreting setting up of piling equipment, shifting the same from one pile location to another pile location dismantling and including all labour for boring through all soils, leading the excavated earth to a distance 200 m including forming of working platform over the river bed for accommodating piling equipment forming approaches to the working platform, mixing concrete, filling it in position by tremie pipe, cutting of pile head to cut-off level for casting pilecap, including diversion of water course if necessary and all other incidental charges etc., complete as per standard specifications, forming and maintaining protective bunds and all other incidental charges etc., complete for PILES BELOW ABUTMENTS AND PIERS as per Sections 1100 & 1700 of MoRT&(H) Specifications (Fifth Revision). | |||||
| - | Minor Bridge at Km 1/2 | 324 | Cubic Metre | 21,936.95 | ₹71,07,571.8 |
| 5Compacted cement concrete of grade M15 (Nominal mix ) using 40 mm ISS size HBG metal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying compacting, curing concrete, tools and plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc; complete for LEVELLING COURSE BELOW PILE CAP OF ABUTMENTS & PIERS as per Sections 1100 & 1704.3 of MoRT&(H) Specifications (Fifth Revision). Under Abutments A1 & A2 | |||||
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