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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC 4 91C BYPASS ROAD PUDUKOTTAI THOOTHUKUDI THOOTHUKUDI TUTICORIN THOOTHUKUDI TAMIL NADU 628103 | TUTICORIN | TAMIL NADU | 628103 | ₹1.2 Cr | L1 | Accepted-AOC Quoted Lowest rate and Executed Agreement on 21.02.2024 |
| 2 | L2₹1.3 Cr+₹13.0 L (10.8%)Rejected-AOC | ₹1.3 Cr+₹13.0 L (10.8%) | L2 | Rejected-AOC L2 |
Tender Value
₹1.2 Cr
EMD Value
₹1.2 L
Closing Date
8 Feb 2024, 3:00 pmClosed
Additional Collector (Dev),DRDA,Thoothukudi
DRDA, Thoothukudi
Thoothukudi District-Thoothukudi Block - Formation of Loop Road of Palayamkottai Thoothukudi Road to Their Road Km 0/0 -1/500 (Branching from 2/0 -2/9) in under Industries, Investment and Commerce Department Fund 2023-24 Package No TN/Tut-01/23-24
2024_RDTN_413097_1
AC(D),DRDA,TutyLrNo DIPR/315/Tender/2024 dt.24.01.2024
Open Tender
Civil Works - Roads
Item Rate
180 days
Thoothukudi District
As per Tender Schedule
4 documents required · 4 mandatory
₹0
₹1.2 L
Yes
DRDA,Thoothukudi
27 Feb 2024
25 Jan 2024
8 Feb 2024
25 Jan 2024
8 Feb 2024
3 Feb 2024
1 Feb 2024
Amount
Formation of loop road of Palayamkottai Thoothukudi road to Their road Km 0/000 - 1/500 ( Branching from 2/000 - 2/900 ) R-45
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to KM 0/000-1/500
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out KM 0/000-1/500
collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc.
Providing and Laying Red Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% com
Km 1/000 - 1/500 soling
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. Km 0/000 - 1/500
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. Km 0/000 - 1/500
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., Km 0/000 - 1/500
Providing and laying Bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. KM 0/000-1/500
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 Km. 0/000 - 1/500
Provision for HM Stone
Provision for KM Stone
Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc complete as per MORT&H specification No.803 Km0/000-1/500
Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
Provision for Information board
Provision for Chevron signs 90 cm Octogon(Curves)
Provision for Sign board
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
RATHAKRISHNAN R
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