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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.3 CrAdmitted-Finance B 303 ALPHIN TOWERS NO 3 PALANIYAPPA NORTH STREET KARUR 639 002 | KARUR | TAMIL NADU | 639002 | +4.50% | ₹3.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.3 Cr+₹5.6 L (1.72%)Admitted-Finance 103 B PARI NAGAR CHINNAANDAN KOVIL ROAD KARUR 639 001 | KARUR | TAMIL NADU | 639001 | +6.30% | ₹3.3 Cr+₹5.6 L (1.72%) | L2 | Admitted-Finance |
| 3 | L3₹3.4 Cr+₹11.3 L (3.44%)Admitted-Finance | +8.10% | ₹3.4 Cr+₹11.3 L (3.44%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical NO 5 25A NADUMEDU PILLUR PO PARAMATHI VELLORE NAMAKKAL DIST 637 206 | NAMAKKAL | TAMIL NADU | 637206 | - | - | - | Not Admitted-Fee/PreQual/Technical Others-Not uploaded the required documents as specified in Tender Documents |
Tender Value
₹3.1 Cr
EMD Value
₹1.7 L
Closing Date
14 Mar 2026, 11:00 amClosed
The Superintending Engineer Highways CandM Tirupur
Office of the Superintending Engineer Highways C and M Circle 39 Chikkanna College Road Tirupur 641602
Widening from SL to IL and Strengthening at km 2by0 to 3by0 of Nerur Ranganathanpettai road including Reconstruction of Box Culvert at Km 2by4 and Construction of Retaining Wall at Km 2by0 to 3by0 TPR 098
2026_HWAY_670982_1
TN 49 25 26 Karur Division TPR 098
Open Tender
Civil Works - Highways
Percentage
120 days
Karur
Refer PQ Documents Volume I
19 documents required · 19 mandatory
₹0
₹1.7 L
9 Jul 2026
5 Mar 2026
14 Mar 2026
5 Mar 2026
14 Mar 2026
10 Mar 2026
7 Mar 2026 - 7 Mar 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 |
|---|---|---|---|---|---|
| 1 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all 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 specification For Box cutting for widening portion. (MORTH No. 111, 112, 301, 305, 900) | 1 | NO | - | - |
| - | Road A | 990 | Cubic Metre | 131.89 | ₹1,30,571.1 |
| 2 | Granular Sub Base - Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 for Grade - V Material (MORTH No. 111, 112, 401, 900) | 1 | NO | - | - |
| - | Road A | 227.5 | Cubic Metre | 2,098.79 | ₹4,77,474.73 |
| 3 | Granular Sub Base - Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 for Grade - III Material (MORTH No. 111, 112, 401, 900) | 1 | NO | - | - |
| - | Road A | 175 | Cubic Metre | 2,371.83 | ₹4,15,070.25 |
| 4 | Wet Mix Macadam -Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 (MORTH No. 111,112, 406, 900) | 1 | NO | - | - |
| - | Road A | 437.5 | Cubic Metre | 2,568.69 | ₹11,23,801.88 |
| 5 | Prime Coat Over WBM/ WMM surface - Providing and laying Prime Coat Over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5 (MORTH No. 111 ,112, 501, 502, 900) | 1 | NO | - | - |
| - | Road A | 1,750 | Square Metre | 88.7 | ₹1,55,225 |
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