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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹65.4 LAccepted-AOC 664 8A1 TRIVANDRUM ROAD TIRUNELVELI 627 005 | TIRUNELVELI | TAMIL NADU | 627005 | 1 | Accepted-AOC AOC | |
| 2 | 2₹72.9 L+₹7.5 L (11.5%)Rejected-AOC 17 1 SANKAR COLONY PALAYAMKOTTAI TIRUNELVELI | TIRUNELVELI | TIRUNELVELI | TAMIL NADU | 2 | Rejected-AOC AOC | |
| 3 | 3₹75.2 L+₹9.8 L (15.0%)Rejected-AOC | 3 | Rejected-AOC AOC | |
| 4 | 4₹79.9 L+₹14.5 L (22.2%)Rejected-AOC NO 275 8TH CROSS STREET KODEESWARAN NAGAR TIRUNELVELI TOWN TIRUNELVELI 627006 | TIRUNELVELI | TIRUNELVELI | TAMIL NADU | 627006 | 4 | Rejected-AOC AOC |
Tender Value
₹96.2 L
EMD Value
₹96,150
Closing Date
23 Feb 2024, 3:00 pmClosed
Commissioner
S.N.High road Main office Tirunelveli Corproration
P-18, Renewal of B.T. Surface at 1)Lucky colony 1st cross street, 2)Anbu Nagar North - South Main Road, 3)Anbu Nagar Maduram Catering Road, 4)Anbu Nagar Phase II North 1st Main Road, 5)Anbu Nagar Phase II North 2nd Main Road, 6)Anbu Nagar Phase II We
2024_MAWS_424757_1
54/2023-24/18
Open Tender
Civil Works - Roads
Works
90 days
S.N.High road Main office Tirunelveli Corproration
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹96,150
S.N.High road Main office Tirunelveli Corproration
3 Oct 2024
14 Feb 2024
23 Feb 2024
14 Feb 2024
23 Feb 2024
14 Feb 2024
15 Feb 2024
Amount
Providing and Laying Tack Coat using emulsion pressure distributor of 2.00 Kgs/10 Sqm over the BT surface treated with primer using 2.00 kgs of bituminous Emulsion (RS1) for 10 square 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 Rev-5 Specifications.
Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs 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 the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required 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 30/40mm thick using 0.13cum of 19-9.50mm graded metal and 0.17cum of 9.50-2.36mm graded metal and 0.26cum of 2.36mm & below metal with 45.27 Kgs of 60/70 bitumen & 5.03 Kgs of Plastic Waste (Total = 50.30 Kgs) and for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20 - 30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 40mm / 30mm with mechanical paver to the specified graded and cross sections and compaction by vibratory roller to the required density etc., including labour charges for loading bitumen in to bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 - 30 tonnes CMP with bitumen boiler, tipper trucks, paver finisher, vibratory rollers and all other tools and plants required including all other incidental charges etc., complete using CMP clause 507 of MORTH Rev-5 specifications.
Painting center line, edge line road marking 100width with Thermoplastic paint (hot application) in such a way that painting length will be 3.00m with a gap of 3.00m with a gap of 3.00m curved for centerline will be 3.00m with a gap of 3.00m curved for center line by indigenous hand propelled road marking machine with single coat including cost of all materials such as pigments, extender, fine aggregate stand oil (binder) glass beads as per 3262:1976 for the preparation of thermoplastic paint at site mixing glass beeds 10%by weight of the ingredient at the time of application of paint on the road surface, including cost of all etc., complete as per standard specifications.
Provision for Man Hole raising and New FRC Frame Cover Fixing Work .The Rate inclusive of all charges etc, complete as per standard specifications.
MARSHAL VIGNESH & CO
AISHWARYA INFRASTRUCTURES
PERUMAL KUMAR
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