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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.2 CrAccepted-AOC | ₹14.2 Cr | L1 | Accepted-AOC Due to Low price |
| 2 | L2₹15.7 Cr+₹1.4 Cr (10.0%)Rejected-Finance 39 3A 1 DHARMAPURI MAIN ROAD CHIKKANAMPATTY VILLAGE KADAIYAMPATTY TK SALEM DT 636 309 | SALEM | TAMIL NADU | 636309 | ₹15.7 Cr+₹1.4 Cr (10.0%) | L2 | Rejected-Finance Due to High price |
| 3 | L3₹16.0 Cr+₹1.8 Cr (12.5%)Rejected-Finance | ₹16.0 Cr+₹1.8 Cr (12.5%) | L3 | Rejected-Finance Due to High price |
Tender Value
₹14.2 Cr
EMD Value
₹7.2 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
Strengthening at km 0/9 - 9/9and10/2 - 11/020 of Shoolagiri-Uddanapalli road (M-1245)- (JobNo.TN-CRIF-2025-26- SLM-18)
2025_MoRTH_888324_1
TNNo20HDONH/25-26/Dt.3.12.25(3
Open Tender
Civil Works
Percentage
210 days
Shoolagiri
Yes, as per Tender Documents
5 documents required · 5 mandatory
₹17,700
15000 online payment through bharatkosh webportal
₹7.2 L
O/o the SE(NH)Salem
21 Apr 2026
3 Dec 2025
6 Jan 2026
3 Dec 2025
5 Jan 2026
3 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 Jungle (W-0002) removing and disposing of all materials such as bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness as rubbish including all other incidental charges etc., complete | 9,767.4 | One Square Metre | 6.89 | ₹67,297.39 |
| 2 | Picking the existing BT surface upto 50mm thick as directed by the Departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges etc., complete as per MoRTH-V Revision etc., complete | 1,400 | One Square Metre | 23.36 | ₹32,704 |
| 3 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 150mm 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 (For Damaged Portion) | 646.14 | One Cubic Metre | 2,585.34 | ₹16,70,491.59 |
| 4 | 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 | 4,307.6 | One Square Metre | 86.23 | ₹3,71,444.35 |
| 5 | 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 perClause 503 of MORTH Rev-5 | 4,307.6 | One Square Metre | 19.86 | ₹85,548.94 |
| 6 | Providing and laying Tack Coat over Existing BT surface using 2 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 | 98,574.7 | One Square Metre | 28.73 | ₹28,32,051.13 |
| 7 | 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 | 382.5 | One Square Metre | 22.44 | ₹8,583.3 |
| 8 | 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) | 26.24 | One Cubic Metre | 8,932.68 | ₹2,34,393.52 |
| 9 | Providing, laying 55mm 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 VG40 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 finisher hydrostatic (more than 5m width) 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 (Grade-II) | 5,440.32 | One Cubic Metre | 9,947.82 | ₹5,41,19,324.1 |
| 10 | Providing, laying 95mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver finisher hydrostatic (more than 5m width) to the specified grades and cross sections and consolidated by 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 505 of MORTH rev-5 - Grade I (95mm Thick) - Damaged Portion Only | 399 | One Cubic Metre | 10,751.63 | ₹42,89,900.37 |
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