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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC 3 56 MELA STREET SANNASIPATTI POOLANKULATHUPATTI TRICHY 620009 | TIRUCHIRAPPALLI | TAMIL NADU | 620009 | ₹1.4 Cr | L1 | Accepted-AOC Quoted L1 Rate |
| 2 | L2₹1.5 Cr+₹4.4 L (3.01%)Rejected-Finance 5 6 JOTHI NAGAR TRICHY CHENNAI BYPASS ROAD TRICHY | TIRUCHIRAPPALLI | TAMIL NADU | 620001 | ₹1.5 Cr+₹4.4 L (3.01%) | L2 | Rejected-Finance Quoted L2 Rate |
| 3 | L3₹1.5 Cr+₹6.1 L (4.22%)Rejected-Finance | ₹1.5 Cr+₹6.1 L (4.22%) | L3 | Rejected-Finance Quoted L3 Rate |
Tender Value
₹1.5 Cr
EMD Value
₹1.5 L
Closing Date
11 Mar 2025, 3:00 pmClosed
Project Director
DRDA Tiruchirappalli
Strengthening the Road From N.H road to Vellivadi road in manikandam block, (0/0-1/600 -PUR-R35) Tiruchirapalli District under MGSMT PHASE I 2025-26 pkg1
2025_RDTN_522563_1
E1/0009/2025
Open Tender
Civil Works - Roads
Item Rate
180 days
Tiruchirappalli
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.5 L
DRDA Tiruchirappalli
23 May 2025
10 Feb 2025
11 Mar 2025
10 Feb 2025
11 Mar 2025
10 Feb 2025
10 Feb 2025
Amount
Strengthening the Road From N.H road to Vellivadi road in Inamkulathur Panchayat .., (0/0-1/600 -PUR-R35) Package No 1 Picking the existing mettaled surface and sectioning including all labour charges etc, complete.
Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,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 be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp.
Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A
Providing and laying including cost and 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% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for side berms KM - 0/0-1/0
side berms KM - 1/0-1/240
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 index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method)
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.
Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete
BITUMINOUS MACADAM 50 MM THICK 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
Providing and laying Bituminious concrete 25mm which shall consists of construction of a single course binder /wearing corse on a previosly prepared Bituminous base to the requirements of the specification using 60/70 grade bitumen as per MorRTH specificaton CI.508.
Road Marking by providing and laying of hot applied Thermoplastic Compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.
Supplying and fixing Kilometer Metre stones including painting and lettering as directed by the departmental officers etc., complete
Supplying and fixing Hecta Metre stones including painting and lettering as directed by the departmental officers etc., complete
Providing for Road Marker/ Road stud with lens Reflector
Providing for Name Board cum Citizen Board
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package}
Jyothi Constructions (BID ID -1252929)
V CHANDRAN (BID ID -1252434)
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