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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.9 CrAccepted-AOC | ₹18.9 Cr | L1 | Accepted-AOC Due to Low price and after negotiation the bid value |
| 2 | L2₹20.3 Cr+₹1.3 Cr (7.01%)Rejected-Finance | ₹20.3 Cr+₹1.3 Cr (7.01%) | L2 | Rejected-Finance Due to High price |
| 3 | L3₹20.6 Cr+₹1.7 Cr (9.01%)Rejected-Finance | ₹20.6 Cr+₹1.7 Cr (9.01%) | L3 | Rejected-Finance Due to High price |
Tender Value
₹18.9 Cr
EMD Value
₹9.6 L
Closing Date
5 Jan 2026, 3:00 pmClosed
O/o the 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 1/4 - 10/2 including Reconstruction of Box culvert at km 6/6, 6/8, Construction of New Box culvert at km 2/6, 7/4, Widening of Pipe Culvert at km 8/10, Junction Improvemen
2025_MoRTH_888527_1
TNNo22HDONH/25-26/Dt.3.12.25(1
Open Tender
Civil Works
Percentage
365 days
Kamanaickenpalayam Palladam
Yes, as per Tender Documents
5 documents required · 5 mandatory
₹17,700
Yes
15000 online payment through bharatkosh webportal
₹9.6 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 | 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 picking and all other tools and plants employed for the work and including all other incidental charges etc., complete, as per clause 202 of MORTH Rev-5. | 4,060 | One Square Metre | 23.36 | ₹94,841.6 |
| 2 | 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 clause 301 of MORTH Rev-5. For Box cutting including conveyance of cut earth from the site with average lead (For Widening portion) | 17,148.22 | One Cubic Metre | 143.68 | ₹24,63,856.25 |
| 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 labour charges,materials, tools, equipments and all incidental charges, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants, 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 embankment / sub grade (For Dip Raising portion) | 5,216.08 | One Cubic Metre | 67.03 | ₹3,49,633.84 |
| 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, labou rcharges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 401 of MORTH Rev-5 and IRC : 37-2018 - for Grading-V material | 5,616.53 | One Cubic Metre | 2,223.47 | ₹1,24,88,185.96 |
| 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, labou rcharges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 401 of MORTH Rev-5 and IRC 37 - 2018 - for Grading-III material | 2,880.27 | One Cubic Metre | 2,496.5 | ₹71,90,594.06 |
| 6 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250 mm thick, including premixing the materials with water at OMC in mechnanical mixplant, 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 | 7,500.07 | One Cubic Metre | 2,698.33 | ₹2,02,37,663.88 |
| 7 | Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen(SS1) per 10sqm 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-5 - over WMM | 30,342.68 | One Square Metre | 86.46 | ₹26,23,428.11 |
| 8 | Providing and laying Tack Coat over WBM/WMMsurface (treatedwithprimer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10sqm 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-5 | 30,342.68 | One Square Metre | 19.95 | ₹6,05,336.47 |
| 9 | Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10sqm 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-5 | 58,068.53 | One Square Metre | 28.8 | ₹16,72,373.66 |
| 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 | 238.2 | One Square Metre | 22.55 | ₹5,371.41 |
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