Tender For Providing Speed Breaker At Km 18 By 2 Of Me Road To 0 By 8Of Ayilpatti Road Via Anjaneyar Kovil 0/0-0/500 Head Of Ayilpatty Panchayat And Providing Speed Breaker At Mettala Mariammankovil To Attur Mainroad 0/0-0/360 Head Of Karkoodalpatty Panca
Tender Value
Ref. Documents
Estimated cost
Bid Submission
09 Sep 2026
12 days left
EMD
920
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Namakkal → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available
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Address
Project Description
Tender For Providing Speed Breaker At Km 18 By 2 Of Me Road To 0 By 8Of Ayilpatti Road Via Anjaneyar Kovil 0/0-0/500 Head Of Ayilpatty Panchayat And Providing Speed Breaker At Mettala Mariammankovil To Attur Mainroad 0/0-0/360 Head Of Karkoodalpatty Pancahayat Namagiripet Block At Namakkal District Under Rural Road Repair(Speedbreaker) 2026-27
BOQ
| Sl. No. | Item Description |
| 1 | Providing Speed Breaker at Km 18 By 2 of ME Road to 0 by 8of Ayilpatti road via Anjaneyar kovil 0/0-0/500 H/O Ayilpatty |
| 2 | 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 | 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 |
| 4 | 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. |
| 5 | 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. |
| 6 | Providing and fixing of Retro Reflectorised cautionary mandatory and Informatory signs ( without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type IV of IRC 67-2012 and ASTM D 4956-09, Specification and fixed over 2.0 mm thick Aluminium sheet fixed on back supporting frame of 25mmX 25mm X 3mm mild steel angle iron post 75mm X 75mm X 6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. the sign post should be pained as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX4545cmX60 size including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro-Reflectro sheet shall consist of minimum coefficient of refro-reflection as per Table 6.6 of IRC 67-2012. the rero - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per MOR&H Specification No. 801). |
| 7 | 90cm Equilateral triangle (Major road ahead) |
| 8 | 90cm Equilateral triangle (Speed breaker) |
| 9 | 90cm Octagon |
| 10 | Providing Speed Breaker at Mettala Mariammankovil to Attur mainroad 0/0-0/360 H/O karkoodalpatty |
| 11 | 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 |
| 12 | 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 |
| 13 | 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. |
| 14 | 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. |
| 15 | Providing and fixing of Retro Reflectorised cautionary mandatory and Informatory signs ( without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type IV of IRC 67-2012 and ASTM D 4956-09, Specification and fixed over 2.0 mm thick Aluminium sheet fixed on back supporting frame of 25mmX 25mm X 3mm mild steel angle iron post 75mm X 75mm X 6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. the sign post should be pained as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX4545cmX60 size including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro-Reflectro sheet shall consist of minimum coefficient of refro-reflection as per Table 6.6 of IRC 67-2012. the rero - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per MOR&H Specification No. 801). |
| 16 | 90cm Equilateral triangle (Major road ahead) |
| 17 | 90cm Equilateral triangle (Speed breaker) |
| 18 | 90cm Octagon |
| 19 | 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) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysSep 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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