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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹63.3 CrAccepted-AOC | 1 | Accepted-AOC Accepted by COT chennai | |
| 2 | 2₹65.2 Cr+₹1.9 Cr (2.98%)Rejected-Finance D55 BALUCHAMY STREET THIRUNAGAR 4TH STOP MADURAI 625006 | MADURAI | MADURAI | TAMIL NADU | 625006 | 2 | Rejected-Finance L2 tenderer | |
| 3 | 3₹66.3 Cr+₹3.0 Cr (4.76%)Rejected-Finance 12 PALANI ANDAVAR COLONY ALAGAR KOYIL ROAD MADURAI 625002 | MADURAI | TAMIL NADU | 625002 | 3 | Rejected-Finance L3 tenderer | |
| 4 | Not Admitted-Fee/PreQual/Technical MADURAI ROAD SEKKANOORANI MADURAI | MADURAI | TAMIL NADU | 625001 | - | Not Admitted-Fee/PreQual/Technical Others-Worksite inspection certificate not furnished |
Tender Value
₹63.3 Cr
EMD Value
₹31.8 L
Closing Date
30 Dec 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Thiru.R.K.Ramesh
O/o the Superintending Engineer Highways Projects AlagarKovil Main road, Madurai 2
Formation of Rameshwaram Bypass from Dr.A.P.J.Abdulkalam Memorial to Agnitheertham (6.28 km)
2025_HWAY_631769_1
TN No 13 2025 26 SDO Dated 25.11.2025
Open Tender
Civil Works - Highways
Percentage
540 days
Rameshwaram
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹31.8 L
O/o the Superintending Engineer Highways Projects
4 Mar 2026
12 Dec 2025
30 Dec 2025
12 Dec 2025
30 Dec 2025
12 Dec 2025
12 Dec 2025 - 26 Dec 2025
19 Dec 2025
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 |
|---|---|---|---|---|---|
| 1 | Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for pickig and all other tools and plants employed for the work and including all other incidental charges etc., complete, as per MoRT&H Specification for Junction Improvements at km 4/240-4/560 | 720 | Sqm | 23.36 | ₹16,819.2 |
| 1.01 | Junction Improvements at km 6/165-6/270 | 1,320 | Sqm | 23.36 | ₹30,835.2 |
| 1.02 | Junction Improvements at km 1/680-1/820,2/600-2/700, 4/000-4/100, 4/740-4/860, 5/280-5/400, 5/580-5/680, 5/920-6/000 | 3,321 | Sqm | 23.36 | ₹77,578.56 |
| 2 | Clearing and srubbing road land including uprooting wild vegitation, grass, bushes, shurbs, sapling and trees of girth upto 300mm, removable of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 100m including removable and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 for Main work | 1,12,986 | Sqm | 6.36 | ₹7,18,590.96 |
| 3 | Earth work excavation in all classes of soils expect hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges,materials,tools,equipment and all other incidental charges,removal of other deleterious matter and obstructions,trimming of bottom of excavation back filling,clearing up the site and disposal of all surplus materials etc., complete as per standard specifications,for CUTTING PORTION for Main work | 81,095 | Cum | 131.89 | ₹1,06,95,619.55 |
| 3.01 | Junction Improvements at km0/0-0/120 | 9,804 | Cum | 131.89 | ₹12,93,049.56 |
| 3.02 | Junction Improvements at km 4/240-4/560 | 5,964 | Cum | 131.89 | ₹7,86,591.96 |
| 3.03 | Junction Improvements at km 6/165-6/270 | 18,702 | Cum | 131.89 | ₹24,66,606.78 |
| 3.04 | Junction Improvements at km 1/680-1/820,2/600-2/700, 4/000-4/100, 4/740-4/860, 5/280-5/400, 5/580-5/680, 5/920-6/000 | 13,525 | Cum | 131.89 | ₹17,83,812.25 |
| 4 | Forming the embankment using carted earth having soaked CBR value not less than required including cost and conveyance of earth from the approved source to site, spreading the earth uniformly to the entire formation width as directed by the departmental officers, including labour for breaking clods, sectioning, laying in layers not exceeding 250mm in loose thickness and compacting each layer to the required density in accordance with IS 2720 Part IV to 95% proctor density to the specified depth below the sub grade level, keeping the moisture content of the earth at the time of compaction within the range of 1% above and 2% below the optimum moisture content determined in accordance with IS 2720 using 80-100 Kn power roller rolling to achieve the required maximum dry density including labour charges for sectioning, watering with all leads for water, including fuel and hire charges for power roller, water sprinkler and other tools and plants employed, etc. complete as per clause 305 of MoRT&H Specifications for Main work | 53,106 | Cum | 1,496 | ₹7,94,46,576 |
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