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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAccepted-AOC | L1 | Accepted-AOC Lowest Coated Estimate Rate | |
| 2 | L2₹7.4 L+₹1.1 L (18.0%)Rejected-AOC | L2 | Rejected-AOC More than Estimate Rate | |
| 3 | L3₹7.5 L+₹1.2 L (19.4%)Rejected-AOC | L3 | Rejected-AOC More than Estimate Rate |
Tender Value
₹8.9 L
EMD Value
₹8,900
Closing Date
15 Mar 2024, 3:00 pmClosed
The Commissioner , Tambaram City Municipal Corpora
No.01,Kalaivani Street ,Rajakilpakkam ,Chennai -73
Providing Road Marking and studds at Existing Speed Breakers
2024_MAWS_447701_1
1090/2023/E1
Open Tender
Civil Works
Works
90 days
Tambaram City Municipal Corporation
Providing Road Marking and studds at Existing Speed Breakers
2 documents required · 2 mandatory
₹0
₹8,900
28 Jan 2025
13 Mar 2024
15 Mar 2024
13 Mar 2024
15 Mar 2024
13 Mar 2024
Amount
Providing and laying of hot applied thermoplastic compound 2.0 mm thick including reflective glass beads @ 250gms per sqm area thickness of 2.5mm as per IRC:35. The finished surface to be level, uniform and free form streaks and holes all complete as per Technical specifications and as directed by the Engineer – in – Charge
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 toASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.IlI 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.em 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
N N ENGINEERING
K.RAMADASS
stage.html
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tech_eval.pdf
fin_eval.pdf
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finance_533165.pdf
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