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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.2 CrAccepted-AOC | ₹57.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹59.8 Cr+₹2.6 Cr (4.61%)Rejected-AOC 18 CORPORATION ROAD DEVAKOTTAI | SIVAGANGA | TAMIL NADU | 630001 | ₹59.8 Cr+₹2.6 Cr (4.61%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Disqualified |
Tender Value
₹57.2 Cr
EMD Value
₹28.7 L
Closing Date
19 Jan 2026, 3:00 pmClosed
Superintending Engineer, (NH) Madurai
O/o Superintending Engineer, National Highways, No.5, Besant Road, ChinnaChokkikulam Madurai 02
Formation of Vaigai River North Bank road km 5/400 - 6/500 of Kuruvikaran Salai to Anna Nagar including Construction of Retaining wall km 5/400 - 6/500, Construction of Box culverts km 5/6, km 5/8, km 5/10 and km 6/4, Construction of Drain km 5/400
2025_MoRTH_889938_1
TN No 28/2025-26/HDO/NH/Dt 15.12.25
Open Tender
Civil Works - Roads
Percentage
540 days
Madurai
As per Tender documents
5 documents required · 5 mandatory
₹17,700
Divisional Engineer NH Madurai
₹28.7 L
O/o Superintending Engineer NH Madurai
9 Mar 2026
15 Dec 2025
20 Jan 2026
15 Dec 2025
19 Jan 2026
15 Dec 2025
29 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 bituminous surface to a depth of 50 mm by mechanical means using Motor Grader (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.) Picking the Existing BT Surface
Km 5/4 -6/500 with approach & 0/0-0/500 | 1,261.23 | sqm | 25.69 | ₹32,401 |
| 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 standard specification. For Boxing including conveyance of sut earth away from the site with average lead (for New Formation in River Bound portion) Km 5/4 -6/500 with approach & 0/0-0/500 | 5,796.98 | cum | 145.08 | ₹8,41,025.86 |
| 3 | EARTH WORK FOR FORMATION OF EMBANKMENT using carted Earth - 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. Km 5/4 -6/500 with approach & 0/0-0/500 | 57,107.02 | cum | 562.06 | ₹3,20,97,571.66 |
| 4 | Formation of Embankment using available earth Providing compaction for embankment or making up of low berms using the available box-cut earth, including all hire and fuel charges for power rollers for compaction and water sprinklers. The work also includes all labour charges for laying, spreading, watering, and all other operations complete, as directed by the departmental engineers Km 5/4 -6/500 with approach & 0/0-0/500 | 5,796.98 | cum | 29.9 | ₹1,73,329.7 |
| 5 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 - MORT &H specificationfor grading- V Material
Km 5/4 -6/500 with approach & 0/0-0/500 | 2,147.63 | cum | 2,226.93 | ₹47,82,621.68 |
| 6 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 -MORT &H specification for grading- III Material Km 5/4 -6/500 with approach & 0/0-0/500 | 1,652.66 | cum | 2,499.96 | ₹41,31,583.89 |
| 7 | 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 Wet Mix Macadam Km 5/4 -6/500 with approach & 0/0-0/500 | 4,680.99 | cum | 2,707.73 | ₹1,26,74,857.05 |
| 8 | Providing and laying Prime Coat over 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 Km 5/4 -6/500 with approach & 0/0-0/500 | 19,560.64 | sqm | 91.79 | ₹17,95,471.15 |
| 9 | Providing and laying Tack Coat over 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 Km 5/4 -6/500 with approach & 0/0-0/500 | 19,560.64 | sqm | 20.67 | ₹4,04,318.43 |
| 10 | Providing and laying Tack Coat over Existing Concrete surface using 3 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 Km 5/4 -6/500 with approach & 0/0-0/500 | 192.4 | sqm | 23.33 | ₹4,488.69 |
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