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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹67.3 LAccepted-AOC | ₹67.3 L | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | Ryan Engineering L1 |
|---|---|---|---|---|
| 1.00 | Charges for cutting the BT/CC surface to 5 to 7 cm depth using milling machine, conveying the milled waste materials to at least for 5 Km distance including hire and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforeseen items etc., complete as per the direction of the departmental officersetc.,complete as per including labour charges for picking and other tools and plants etc., complete as per standard specifications. 404 of MORTH | 5,900.5 | m2 | 84 ₹4,95,642 Lowest |
| 2.00 | Providing and laying tack coat of 2kgs/10 sqm over the BT surface treated with binder using 2 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Specifications | 5,900.5 | m2 | 29 ₹1,71,114.5 Lowest |
| 3.00 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0..25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of al lmaterials to CMP site ,heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hotmix plant20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uni form thickness of 50mm with paver to the specifi degrades and cross sections and compacted by Vibratory /Pneumatic Rollert othere quired density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory/ Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 | 295 | m3 | 10,504 ₹30,98,680 Lowest |
| 4.00 | Providing and laying Bituminous Concrete to 30/40mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum 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 of required temperature and mixing the min required temperature incentral hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory/ Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/ 9m paverfinisher, Vibratory/ Pneumatic 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 | 177 | m3 | 10,935 ₹19,35,495 Lowest |
Tender Value
₹68 L
EMD Value
₹68,000
Closing Date
23 Jan 2026, 3:00 pmClosed
COMMISSIONER TIRUNELVELI CORPORATION
Main office S.N.High road Tirunelveli Corporation
Renewal ofB.T.Surface at Balaji Avenue Main Street, 1st, 2nd, 3rd, 4th, 5th, 6th Streets, Balaji Avenue,and U.V NAGAR 2nd STREET of ward no. 3
2026_MAWS_642174_11
51/2025-26
Open Tender
Civil Works - Roads
Works
Main office S.N.High road Tirunelveli Corporation
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
₹68,000
Main office S.N.High road Tirunelveli Corporation
23 Mar 2026
12 Jan 2026
23 Jan 2026
12 Jan 2026
23 Jan 2026
12 Jan 2026
14 Jan 2026
Charges for cutting the BT/CC surface to 5 to 7 cm depth using milling machine, conveying the milled waste materials to at least for 5 Km distance including hire and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforeseen items etc., complete as per the direction of the departmental officersetc.,complete as per including labour charges for picking and other tools and plants etc., complete as per standard specifications. 404 of MORTH
Providing and laying tack coat of 2kgs/10 sqm over the BT surface treated with binder using 2 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Specifications
Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0..25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of al lmaterials to CMP site ,heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hotmix plant20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uni form thickness of 50mm with paver to the specifi degrades and cross sections and compacted by Vibratory /Pneumatic Rollert othere quired density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory/ Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5
Providing and laying Bituminous Concrete to 30/40mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum 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 of required temperature and mixing the min required temperature incentral hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory/ Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/ 9m paverfinisher, Vibratory/ Pneumatic 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
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