Housing Urban and Rular Development Local Bodies Closing in 5 days TDR #57171595

Tender For Providing Speed Breaker Arrangements For Solakkadu -Semmedu Vilaram Road To Puranikadu H/O.Valavanthinadu [R-382],Providing Speed Breaker Arrangements For Ellakiraipatti To Oorpuram Road H/O.Valavanthinadu [R-95], Providing Speed Breaker A

Issued by Local Bodies · Namakkal, Tamil Nadu
Tender Value
Ref. Documents
Estimated cost
Bid Submission
02 Sep 2026
5 days left
EMD
1380
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Namakkal → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Providing Speed Breaker Arrangements For Solakkadu -Semmedu Vilaram Road To Puranikadu H/O.Valavanthinadu [R-382],Providing Speed Breaker Arrangements For Ellakiraipatti To Oorpuram Road H/O.Valavanthinadu [R-95], Providing Speed Breaker Arrangements For Poongul Atti To Sakkaraipatti H/O.Valavanthinadu [R-82] /General Fund (Vp) - 2026-2027

BOQ

Name of Work:- Providing Speed Breaker Arrangements for Solakkadu -Semmedu Vilaram road to Puranikadu H/o.Valavanthinadu [R-382],Providing Speed Breaker Arrangements for Ellakiraipatti to Oorpuram Road H/o.Valavanthinadu [R-95], Providing Speed Breaker Arrangements for Poongul atti to Sakkaraipatti H/o.Valavanthinadu [R-82] /General Fund (VP) - 2026-2027
Sl. No. Item Description
1Providing Speed Breaker Arrangements for Solakkadu -Semmedu Vilaram road to Puranikadu H/o.Valavanthinadu [R-382]
2Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
3BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
4.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.
5Providing and fixing of Retro Reflectorised Cautionary, Mandatory Signs with Definition Plate made out of High Intensity Grade Prismatic Sheeting conforming to IRC-67:2010 & ASTM D 4956-09,Type IV Specification and Fixed over 1.5 mm thick Aluminium Sheet Fixed on back support Frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm below Ground Level etc Complete including 7 years warranty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67-2010 Specification (as per MORT & Spec. No. 801)
690cm Equilateral triangle (Major road ahead)
790cm Equilateral triangle (Speed breaker)
890cm Octagon
9Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface - Providing and Laying of hot applied Thermoplastic Compound 2.5mm thick including relectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC : 35. The finished surface to be level, uniform and free streaks and holes etc complete as per MORTH & H specification Nos. 803. (Excluding GST)
10GST Amount for providing sevice to Government contract works for the above RENEWAL Works{GST Amount is the Total GST Amount for Overall Quoted amount above this in column \\"BA\\" for all works in this pakage}
11Providing Speed Breaker Arrangements for Ellakiraipatti to Oorpuram Road H/o.Valavanthinadu [R-95]
12Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
13BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
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.
15Providing and fixing of Retro Reflectorised Cautionary, Mandatory Signs with Definition Plate made out of High Intensity Grade Prismatic Sheeting conforming to IRC-67:2010 & ASTM D 4956-09,Type IV Specification and Fixed over 1.5 mm thick Aluminium Sheet Fixed on back support Frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm below Ground Level etc Complete including 7 years warranty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67-2010 Specification (as per MORT & Spec. No. 801)
1690cm Equilateral triangle (Major road ahead)
1790cm Equilateral triangle (Speed breaker)
1890cm Octagon
19Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface - Providing and Laying of hot applied Thermoplastic Compound 2.5mm thick including relectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC : 35. The finished surface to be level, uniform and free streaks and holes etc complete as per MORTH & H specification Nos. 803. (Excluding GST)
20GST Amount for providing sevice to Government contract works for the above RENEWAL Works{GST Amount is the Total GST Amount for Overall Quoted amount above this in column \\"BA\\" for all works in this pakage}
21Providing Speed Breaker Arrangements for Poongulampatti to Sakkaraipatti H/o.Valavanthinadu [R-82]
22Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
23BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
24.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.
25Providing and fixing of Retro Reflectorised Cautionary, Mandatory Signs with Definition Plate made out of High Intensity Grade Prismatic Sheeting conforming to IRC-67:2010 & ASTM D 4956-09,Type IV Specification and Fixed over 1.5 mm thick Aluminium Sheet Fixed on back support Frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm below Ground Level etc Complete including 7 years warranty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67-2010 Specification (as per MORT & Spec. No. 801)
2690cm Equilateral triangle (Major road ahead)
2790cm Equilateral triangle (Speed breaker)
2890cm Octagon
29Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bitu+B21:BC29minous Surface - Providing and Laying of hot applied Thermoplastic Compound 2.5mm thick including relectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC : 35. The finished surface to be level, uniform and free streaks and holes etc complete as per MORTH & H specification Nos. 803. (Excluding GST)
30GST Amount for providing sevice to Government contract works for the above RENEWAL Works{GST Amount is the Total GST Amount for Overall Quoted amount above this in column \\"BA\\" for all works in this pakage} Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57171595
AUTHORITY Local Bodies
TENDER VALUE Ref. Documents
LAST DATE 02-09-2026
Authority
Authority Name Rural Development And Panchayats Department
Work Description Tender for Providing Speed Breaker Arrangements For Solakkadu -Semmedu Vilaram Road To Puranikadu H/O.Valavanthinadu [R-382],Providing Speed Breaker Arrangements For Ellakiraipatti To Oorpuram Road H/O.Valavanthinadu [R-95], Providing Speed Breaker Arrangements For Poongul Atti To Sakkaraipatti H/O.Valavanthinadu [R-82] /General Fund (Vp) - 2026-2027
Basic Detail
Tender No 1367/2026/t3 Road Speed Breakers
Bidding Type Tender
Location
City Namakkal
State Tamil Nadu
Key Dates
Publish Date 24 Aug 2026
Submission Date 02 Sep 2026
Open Date 03 Sep 2026
Finance
Tender Value Ref. Documents
Tender Fee Ref. Documents
EMD 1380
Exemption Available
Document List
7bbbc08c-06b1-4068-8621-85a636392dcc.html
BOQ_838657.xls
Tendernotice_1 (11).pdf
ValavanthiBIT.pdf

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Tender Timeline

Aug 24, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 02, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 5 days
Sep 03, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 6 days

Tender Documents

Download All (ZIP) ↓
html

7bbbc08c-06b1-4068-8621-85a636392dcc.html

xls

BOQ_838657.xls

pdf

Tendernotice_1 (11).pdf

pdf

ValavanthiBIT.pdf

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