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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAccepted-AOC | ₹7.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹7.2 L+₹3,465 (0.49%)Rejected-Finance | ₹7.2 L+₹3,465 (0.49%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | R. KUMAR L1 | Mr. R. MANIMUTHU L2 |
|---|---|---|---|---|---|
| 1.00Providing Thermoplastic line and Stud | |||||
| 1.01 | 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- 2015. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MoRT&H specification No.803 | 570 | m2 | 855.2 ₹4,87,464 Lowest | 858.7 ₹4,89,459 |
| 1.02 | Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of polybcarbonate / 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 MoRT&H 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 MoRT&H 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 | 490 | m2 | 461 ₹2,25,890 Lowest | 464 ₹2,27,360 |
Tender Value
Refer Docs
EMD Value
₹9,000
Closing Date
10 Feb 2026, 3:00 pmClosed
Commissioner Nagercoil City Municipal Corporation
City Municipal Corporation Office Nagercoil 629001 Ph.No. 04652230984
Nagercoil Corporation Providing Thermoplastic line and Stud at Various places in Corporation areas
2026_MAWS_650798_1
258/2025-26/AEE_RE
Open Tender
Civil Works
Lump-sum
Nagercoil Corporation Providing Thermoplastic line
Registered Contractor
3 documents required · 3 mandatory
₹0
₹9,000
13 Jul 2026
4 Feb 2026
10 Feb 2026
4 Feb 2026
10 Feb 2026
4 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Providing Thermoplastic line and Stud | |||||
| 1.01 | 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- 2015. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MoRT&H specification No.803 | 570 | m2 | - | - |
| 1.02 | Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of polybcarbonate / 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 MoRT&H 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 MoRT&H 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 | 490 | m2 | - | - |
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