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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 CrAccepted-AOC | L1 | Accepted-AOC Due to Low price | |
| 2 | L2₹5.4 Cr+₹30.5 L (6.03%)Rejected-Finance 402 3RD FLOOR DEV PALACE M G ROAD KARUR 639 001 | KARUR | TAMIL NADU | 639001 | L2 | Rejected-Finance Due to High Price | |
| 3 | L3₹5.4 Cr+₹38.8 L (7.66%)Rejected-Finance | L3 | Rejected-Finance Due to High Price | |
| 4 | L4₹5.5 Cr+₹48.0 L (9.49%)Rejected-Finance | L4 | Rejected-Finance Due to High Price |
Tender Value
₹5.3 Cr
EMD Value
₹3.3 L
Closing Date
18 Dec 2025, 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 Single lane to Two lane and Strengthening at km 5/8 - 8/675 of Velagoundampatty - Elur - Puduchatram Road (M-1236) including Reconstruction of Culverts at km 6/4, 7/2, 7/4(i), 7/4(ii), Construction of Well protective wall at km 8/6
2025_MoRTH_888199_1
TNNo17HDONH/25-26/Dt.2.12.25(2
Open Tender
Civil Works
Percentage
180 days
puduchatram Namakkal
Yes, as per Tender Documents
5 documents required · 5 mandatory
₹17,700
15000 online payment through bharatkosh webportal
₹3.3 L
O/o the SE(NH)Salem
5 Oct 2026
2 Dec 2025
19 Dec 2025
2 Dec 2025
18 Dec 2025
2 Dec 2025
9 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 |
|---|---|---|---|---|---|
| 1Earthwork 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 Boxing including conveyance of cut earth away from the site with average lead. | |||||
| 1.1 | Quantity used for berms | 988.16 | One Cubic Metre | 131.89 | ₹1,30,328.42 |
| 1.2 | Quantity for disposal | 3,939.08 | One Cubic Metre | 143.68 | ₹5,65,967.01 |
| 2 | 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 & IRC 37-2018 (Grade V). | 1,752.74 | One Cubic Metre | 2,067.21 | ₹36,23,281.66 |
| 3 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm 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 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. | 2,368.6 | One Cubic Metre | 2,536.02 | ₹60,06,816.97 |
| 4 | Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for preparatory to another bituminous construction overit, 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. | 9,474.34 | One Square Metre | 86.32 | ₹8,17,825.03 |
| 5 | Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg 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 | 9,474.34 | One Square Metre | 19.9 | ₹1,88,539.37 |
| 6 | Providing and laying Tack Coat over Existing BT surface using 2Kg 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. | 11,011.26 | One Square Metre | 28.76 | ₹3,16,683.84 |
| 7 | Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00Kg 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. | 118.3 | One Square Metre | 22.48 | ₹2,659.38 |
| 8 | Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5(For Patch Works) | 22.35 | One Cubic Metre | 8,960.6 | ₹2,00,269.41 |
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