Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36,051.60Accepted-AOC | ₹36,051.60 | L1 | Accepted-AOC L1 |
| 2 | L2₹38,022.26+₹1,970.66 (5.47%)Rejected-AOC | ₹38,022.26+₹1,970.66 (5.47%) | L2 | Rejected-AOC L2 |
| 3 | L3₹38,343.60+₹2,292 (6.36%)Rejected-AOC SELLIYAEEPALAYAM NAMAKKAL | NAMAKKAL | NAMAKKAL | TAMIL NADU | ₹38,343.60+₹2,292 (6.36%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | Vigneshwaran L3 | Palanivel L2 | k Balu L1 |
|---|---|---|---|---|---|---|
| 1.00:Providing Speed Breaker at Puduchatram - Singalandapuram road Kannurpatti To kalangani Thirumalaipatty road Km 0/0-4/8 (R - 18 ) Under Gendral Fund - 25-26 Scheme at Puduchatram Panchayat Union of Namakkal District. | ||||||
| 2.00 | Tack Coat Over Existing BT Surface- Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 | 3.38 | Sqm | 20 ₹67.6 Lowest | 35.61 ₹120.36 | 20 ₹67.6 Lowest |
| 3.00 | Providing and laying Bituminous Concrete to 30mm 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 50.30kgs of VG30 bitumen 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 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory 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 Grade-II | 0.17 | Cum | 16,000 ₹2,720 | 10,820 ₹1,839.4 Lowest | 15,000 ₹2,550 |
| 4.00 | Providing and laying of hot applied Thermoplastic compound 2.5mm 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 including cost and conveyance of materials and labour charges etc complete. | 8.05 | Sqm | 740 ₹5,957 | 850 ₹6,842.5 | 700 ₹5,635 Lowest |
| 5.00 | Providing and fixing reflective road studs of 'category A' Raised pavement markers made out of poly carbonate / methyl methecrylate/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 RA/NH. 33023/10/97-D0.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 C1L 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. | 20 | Each | 318 ₹6,360 | 440 ₹8,800 | 300 ₹6,000 Lowest |
| 6.00 | 90cm Equilateral triangle (Major road ahead) | 1 | Each | 4,800 ₹4,800 | 4,000 ₹4,000 Lowest | 4,700 ₹4,700 |
| 7.00 | 90cm Equilateral triangle (Speed breaker) | 1 | Each | 4,800 ₹4,800 | 4,120 ₹4,120 Lowest | 4,700 ₹4,700 |
| 8.00 | 90cm Octagon Sign Board | 1 | Each | 7,790 ₹7,790 | 6,500 ₹6,500 Lowest | 6,900 ₹6,900 |
| 9.00 | GST Amount for providing Service to Government Contract Works for the above RENEWAL Works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package}
(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) | 1 | GST Amount | 5,849 ₹5,849 | 5,800 ₹5,800 | 5,499 ₹5,499 Lowest |
Tender Value
₹46,000
Closing Date
16 Sept 2026, 3:00 pmClosed
Block Development Officer (BP)
Block Development Officer (BP), Panchayat Union Office, Puduchatram
Providing Speed Breaker at Puduchatram - Singalandapuram road Kannurpatti To kalangani Thirumalaipatty road Km 0/0-4/8 (R - 18 ) Under Gendral Fund - 25-26 Scheme at Puduchatram Panchayat Union of Namakkal District.
2026_RDTN_699816_1
2521/2026/A2/31/08/2026
Open Tender
Civil Works
Item Rate
Puduchatram
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
Yes
19 Sept 2026
31 Aug 2026
16 Sept 2026
31 Aug 2026
16 Sept 2026
31 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | :Providing Speed Breaker at Puduchatram - Singalandapuram road Kannurpatti To kalangani Thirumalaipatty road Km 0/0-4/8 (R - 18 ) Under Gendral Fund - 25-26 Scheme at Puduchatram Panchayat Union of Namakkal District. | - | - | - | - |
| - | Tack Coat Over Existing BT Surface- Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 | 3.38 | Sqm | - | - |
| - | Providing and laying Bituminous Concrete to 30mm 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 50.30kgs of VG30 bitumen 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 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory 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 Grade-II | 0.17 | Cum | - | - |
| - | Providing and laying of hot applied Thermoplastic compound 2.5mm 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 including cost and conveyance of materials and labour charges etc complete. | 8.05 | Sqm | - | - |
| - | Providing and fixing reflective road studs of 'category A' Raised pavement markers made out of poly carbonate / methyl methecrylate/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 RA/NH. 33023/10/97-D0.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 C1L 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. | 20 | Each | - | - |
| - | 90cm Equilateral triangle (Major road ahead) | 1 | Each | - | - |
| - | 90cm Equilateral triangle (Speed breaker) | 1 | Each | - | - |
| - | 90cm Octagon Sign Board | 1 | Each | - | - |
| - | GST Amount for providing Service to Government Contract Works for the above RENEWAL Works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package}
(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) | - | GST Amount | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.23 MB
TechR18BP.pdf
Tender Documents • 1.23 MB
tendernotice.pdf
Additional Documents • 0.20 MB
BOQ_841234.xls
BOQ • 0.32 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .