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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.9 CrAccepted-AOC | ₹34.9 Cr | L1 | Accepted-AOC Due to Low price |
| 2 | L2₹36.0 Cr+₹1.1 Cr (3.22%)Rejected-Finance 18 CORPORATION ROAD DEVAKOTTAI | SIVAGANGA | TAMIL NADU | 630001 | ₹36.0 Cr+₹1.1 Cr (3.22%) | L2 | Rejected-Finance Due to High price |
| 3 | L3₹36.7 Cr+₹1.8 Cr (5.22%)Rejected-Finance 103 B PARI NAGAR CHINNAANDAN KOVIL ROAD KARUR 639 001 | KARUR | TAMIL NADU | 639001 | ₹36.7 Cr+₹1.8 Cr (5.22%) | L3 | Rejected-Finance Due to High price |
Tender Value
₹34.9 Cr
EMD Value
₹17.6 L
Closing Date
5 Jan 2026, 3:00 pmClosed
SE(NH)Salem
O/o the Superintending Engineer, National Highways, Omalur main road Narasothipatty, Alagapuram (Po),Salem 636 004
Widening from Two Lane to Two Lane with Paved Shoulder and Strengthening at km 102/2 - 118/070 including Widening of Pipe Culvert at km 102/4, 103/2, 103/10, 104/2, 107/4, 107/10, 109/8, 110/10, 113/2,115/2, 115/8, 115/10, 117/10 and Widening of Sl
2025_MoRTH_888571_1
TNNo22HDONH/25-26/Dt.3.12.25(2
Open Tender
Civil Works
Percentage
545 days
Karur
Yes, as per Tender Documents
5 documents required · 5 mandatory
₹17,700
15000 online payment through bharatkosh webportal
₹17.6 L
O/o the SE(NH)Salem
21 Apr 2026
4 Dec 2025
6 Jan 2026
4 Dec 2025
5 Jan 2026
4 Dec 2025
15 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 | Clearing the Light jungles including weeding out shrubs bushes, vegetables, growth etc., as per spcifications and directions of Engineer in charge. | 21,030.75 | One Square Metre | 6.89 | ₹1,44,901.87 |
| 2 | Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which shall consist of construction in a single course base/binder course confirming to the specfication on a previously prepared base, (using Mini Hot Mix Plant and Power Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch Works) | 52.81 | One Cubic Metre | 8,819.08 | ₹4,65,735.61 |
| 3 | 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 labourcharges, materials, tools, equipments and all incidental charges, removal of otherdeleterious 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 Boxing including conveyance of sut earth away from the site with average lead | 30,314.77 | One Cubic Metre | 143.68 | ₹43,55,626.15 |
| 4 | 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 Grading- V | 6,711.01 | One Cubic Metre | 2,098.76 | ₹1,40,84,799.35 |
| 5 | 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 Grading- III | 4,621.81 | One Cubic Metre | 2,371.79 | ₹1,09,61,962.74 |
| 6 | 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 soil compactor 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. | 11,554.51 | One Cubic Metre | 2,568.61 | ₹2,96,79,029.93 |
| 7 | 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, | 46,218.15 | One Square Metre | 86.38 | ₹39,92,323.8 |
| 8 | Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) 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 per clause 502 of MoRTH Rev-V. | 46,218.15 | One Square Metre | 19.92 | ₹9,20,665.55 |
| 9 | Providing and laying Tack Coat over existing Bituminous surface using 2.00 Kg of Bitumen Emulsion (RS1) 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 per clause 503 of MoRTH Rev-V. | 1,14,821.38 | One Square Metre | 28.78 | ₹33,04,559.32 |
| 10 | Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 Kg of Bitumen Emulsion (RS1) 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 503 of MORTH Rev-5 | 729.49 | One Cubic Metre | 22.51 | ₹16,420.82 |
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