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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC 2 1 MIN NAGAR KOTTUR ROAD SULEESWARANPATTI POLLACHI 624006 | 624006 | ₹1.4 Cr | L1 | Accepted-AOC Accept |
| 2 | L2₹1.5 Cr+₹1.9 L (1.28%)Rejected-AOC COIMBATORE 18 TAMIL NADU | 18 | ₹1.5 Cr+₹1.9 L (1.28%) | L2 | Rejected-AOC Reject |
Tender Value
₹1.8 Cr
EMD Value
₹1.8 L
Closing Date
6 Feb 2025, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Restoration of BT Surface at R Mohan Nagar Main Road ( 162008R02651), KMCH College of Nursing main road ( 162008R02652) in Ward No.8 , East Zone Package No.20
2025_MAWS_522094_20
E64/2024-TURIP
Open Tender
Civil Works
Works
180 days
Coimbatore corporation
AS PER TENDER DOCUMENT
4 documents required · 4 mandatory
₹0
₹1.8 L
JNNURM Conference Hall, Coimbatore Corporation
21 Mar 2025
1 Feb 2025
7 Feb 2025
1 Feb 2025
6 Feb 2025
1 Feb 2025
3 Feb 2025
Amount
Picking the old damaged Existing B.T surface complete direction as per the departmental officers.
Earth Work Excavation in all Soil with Initial Lead and Left etc., Complete a) Ordinary Soil (SS 20 A) Earth work excavating and depositing on bank with intial lead of 10 m & initial lift of 2 m in and, silt or other loose Soil, Wet Sand or silt not under water, light black cotton soil sandy loam and 106.25 cum 116.88 ordinary soil including excavated earth (SS 20 A)
Removal of Excavated Excess Earth away from the site to 2 K.M including loading and transportation charges etc, complete as per standard
Providing and laying of well gravel complete direction as per the departmental officers
Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev VNo. 111,112,401,900
Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.
Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev-5 Specifications
Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 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 Rev-5 Specifications
Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2- 2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates 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 50mm with mechanical paver to the specified grades 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- 30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all other tools and plants required,including all other incidental chargesetc.,complete using C M P clause 505 of MORTH Rev-5
Providing and laying Bituminous concrete to 30/40mm thick 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 45.25 kgs of VG60/ VG70 bitumen,5.03 kg plastic 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 /30 mm with mechanical paver to the specified grades and cross sections and consolidated by 80-10 tonne vibratory/ pneumatic roller to the required density etc., including labvour for attending to paver site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler , tipper trucks , paver finisher /9m paver finisher , 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
Road marking with hot applied Thermoplastic compound with reflectorising glass benads on bituminous suface.Providing and laying of hot applied thermoplastic compound 2.5mm exclusive of surface applied glass beads as per IRC 35.Complete direction as per the departmental officers
Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc., complete direction as per the departmental officers
ARTHI & CO (BID ID -1243843)
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