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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹57.6 CrAccepted-AOC E 30 2ND FLOOR 2ND AVENUE BESANT NAGAR CHENNAI 600 090 | CHENNAI | TAMIL NADU | 600090 | 1 | Accepted-AOC Accepted | |
| 2 | 2₹61.3 Cr+₹2.1 Cr (3.51%)Rejected-Finance D55 BALUCHAMY STREET THIRUNAGAR 4TH STOP MADURAI 625006 | MADURAI | MADURAI | TAMIL NADU | 625006 | 2 | Rejected-Finance L1 Lowest Tenderer can only be accepted. L2 is Rejected. | |
| 3 | 3₹62.9 Cr+₹3.6 Cr (6.13%)Rejected-Finance PALANI DINDIGUL DISTRICT | PALANI | DINDIGUL | 3 | Rejected-Finance L1 Lowest Tenderer can only be accepted. L3 is Rejected. |
Tender Value
₹57.7 Cr
EMD Value
₹29.0 L
Closing Date
30 Sept 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Engineer H C and M
The Superintending Engineer Highways Department Construction Maintenance 214 Tindivanam Road Tiruvannamalai 606 601
Widening from Two Lane to Four Lane and Strengthening at Km. 39/6 - 51/040 of Thiruvannamalai -Thiyagadurgam Road (SH 9A) including CD works -TVM-89
2025_HWAY_598781_1
TN No 31 2025 26 HDO Dt 19 08 2025 TVM 89
Open Tender
Civil Works - Highways
Percentage
450 days
Sankarapuram
Please refer Tender documents.
15 documents required · 15 mandatory
₹0
₹29.0 L
Yes
Tiruvannamalai
13 Mar 2026
30 Aug 2025
30 Sept 2025
30 Aug 2025
30 Sept 2025
10 Sept 2025
4 Sept 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 pickig and all other tools and plants employed for the work and including all other incidental charges etc., complete, as per MORTH Specification. | 10,794 | Square Metre | 23.36 | ₹2,52,147.84 |
| 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 (18887.00+469.46+540.00). | 19,896.46 | Cubic Metre | 131.89 | ₹26,24,144.11 |
| 3 | Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers. | 18,887 | Cubic Metre | 28.13 | ₹5,31,291.31 |
| 4 | 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 Hire charges for 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 | 36,967 | Cubic Metre | 464.93 | ₹1,71,87,067.31 |
| 5 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method 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 soil compactor to achieve the desired density, complete as per clause 401- for grading- V Material (Filter / Separation Layer at Bottom) (11272.00+240.00+176.06) | 11,688.06 | Cubic Metre | 2,130.16 | ₹2,48,97,437.89 |
| 6 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method 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 soil compactor to achieve the desired density, complete as per clause 401- for grading- III Material (Drainage Layer at Top) | 10,125 | Cubic Metre | 2,403.19 | ₹2,43,32,298.75 |
| 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 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 (30498.00+300.00+293.42) | 31,091.42 | Cubic Metre | 2,600.83 | ₹8,08,63,497.88 |
| 8 | 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 (128499.00+1200.00+1173.64) | 1,30,872.64 | Square Metre | 86.7 | ₹1,13,46,657.89 |
| 9 | 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 (128499.00+1200.00+1173.64) | 1,30,872.64 | Square Metre | 20.07 | ₹26,26,613.88 |
| 10 | 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 (38395.00+2137.50) | 40,532.5 | Square Metre | 28.9 | ₹11,71,389.25 |
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