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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 CrAccepted-AOC 20 SOODAMANI NAGAR KARAIKUDI SIVAGANGAI 630003 | SIVAGANGA | TAMIL NADU | 630003 | ₹4.2 Cr | L1 | Accepted-AOC LOA issued to M/s D.Senthilkumar |
| 2 | L2₹4.2 CrRejected-Finance | ₹4.2 Cr | L2 | Rejected-Finance Rejected |
| 3 | L3₹4.3 CrRejected-Finance 28 1 16 | ₹4.3 Cr | L3 | Rejected-Finance Rejected |
| 4 | L4₹4.3 CrRejected-Finance | ₹4.3 Cr | L4 | Rejected-Finance Rejected |
| 5 | L5₹4.4 CrRejected-Finance | ₹4.4 Cr | L5 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | Aiga Engineers Pvt Ltd L7 | Boson Infra India Private Limited L5 | SRI RAM CONSTRUCTIONS L2 | T.M.Subramaniam and Co L10 | Smart Infratech Developers L6 | Ryan Engineering L8 | G ILANGUMARAN L3 | D SENTHILKUMAR L1 | SR INFRA PROJECTS L4 | R.Krishnamurthy & Co L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Uprooting of trees in the air strip | 65,000 | M2 | 10 ₹7.7 L | 10.5 ₹8.1 L | 10 ₹7.7 L | 30 ₹23.0 L | 6.9 ₹5.3 L | 10.64 ₹8.2 L | 10 ₹7.7 L | 10 ₹7.7 L | 9 ₹6.9 L | 10 ₹7.7 L |
| 2.00Airstrip Road work Total Road length | |||||||||||||
| 3.00Providing 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 | |||||||||||||
| 4.00 | Air Strip | 22,500 | Sqm | 85 ₹22.6 L | 65 ₹17.3 L | 40 ₹10.6 L | 80 ₹21.2 L | 73 ₹19.4 L | 65.98 ₹17.5 L | 60 ₹15.9 L | 80 ₹21.2 L | 65 ₹17.3 L | 63 ₹16.7 L |
| 5.00Providing 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 | |||||||||||||
| 6.00 | Air Strip | 22,500 | Sqm | 22 ₹5.8 L | 26 ₹6.9 L | 10 ₹2.7 L | 26 ₹6.9 L | 36 ₹9.6 L | 18.78 ₹5.0 L | 20 ₹5.3 L | 15 ₹4.0 L | 23 ₹6.1 L | 26.25 ₹7.0 L |
| 7.00Providing, laying 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 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 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 as directed with mechanical paver 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. | |||||||||||||
| 8.00 | Air Strip | 2,250 | Cum | 10,300 ₹2.7 Cr | 10,100 ₹2.7 Cr | 9,800 ₹2.6 Cr | 11,500 ₹3.1 Cr | 9,900 ₹2.6 Cr | 10,941.7 ₹2.9 Cr | 9,800 ₹2.6 Cr | 9,500 ₹2.5 Cr | 10,000 ₹2.7 Cr | 11,075 ₹2.9 Cr |
| 9.00 | Air Strip patches | 100 | Cum | 10,300 ₹12.2 L | 10,100 ₹11.9 L | 9,800 ₹11.6 L | 11,500 ₹13.6 L | 9,900 ₹11.7 L | 10,941.7 ₹12.9 L | 9,800 ₹11.6 L | 9,500 ₹11.2 L | 10,000 ₹11.8 L | 12,051.9 ₹14.2 L |
| 10.00Providing and laying Bituminous Concrete using 0.13 Cum of 19.00-9.50mm, 0.17 Cum of 9.50-2.36mm and 0.26 Cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 | |||||||||||||
Tender Value
Refer Docs
EMD Value
₹2.5 L
Closing Date
12 Jan 2026, 3:00 pmClosed
Managing Director
19A, Rukmani Lakshmipathi Road, Egmore, Chennai 600 008
e-Tender for Development of Runway works for Chettinadu Aeronadu Aviation Hub in Kanadukathan Village, Karaikudi Taluk, Sivaganga District.
2025_TIDCO_635396_1
TIDCO/TNDIC/FTO/Runway/2025-02
Open Tender
Civil Works
SIVAGANGAI
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹2.5 L
TIDCO Office, Chennai
4 Mar 2026
23 Dec 2025
12 Jan 2026
23 Dec 2025
12 Jan 2026
6 Jan 2026
29 Dec 2025
Uprooting of trees in the air strip
Airstrip Road work Total Road length
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
Air Strip
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
Air Strip
Providing, laying 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 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 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 as directed with mechanical paver 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.
Air Strip
Air Strip patches
Providing and laying Bituminous Concrete using 0.13 Cum of 19.00-9.50mm, 0.17 Cum of 9.50-2.36mm and 0.26 Cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
Air Strip
Providing thermoplastic as per standard specifications for painting and marking for the airstrip including the cost of material, labour and machineries. The marking includes threshold marking, center line marking, shoulder marking as per standards.
Threshold Markings
Shoulder Marking
Touchdown Marking
Centreline Marking
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