Ministry Of Road Transport And Highways Tender

Tack Coat - Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion pressure distributor at the rate of 2 kg per 10 sqm on the prepared bituminous surface cleaned with mechanical broom as per clause 503 - over existing bituminous surfaces as per MORTH Rev. V Km 218/2 - 284/181 and Ramanathapuram bypass road at Km 4/750-10/075

Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with 100 -120 TPH Hot Mix Plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 40) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 505 as per MORTH Rev. V - Grading II. (for patches) Km 154/4 - 205/0

Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with 100 -120 TPH Hot Mix Plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 40) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 505 as per MORTH Rev. V - Grading II. (for patches) Km 218/2 - 284/181 and Ramanathapuram bypass road at Km 4/750-10/075

Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with 100 -120 TPH Hot Mix Plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder CRMB 55 at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction specification as per clause No. 507 complete in all respects as per MORTH Rev.V Grading II. Km 154/4 - 205/0

Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with 100 -120 TPH Hot Mix Plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder CRMB 55 at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction specification as per clause No. 507 complete in all respects as per MORTH Rev.V Grading II. Km 218/2 - 284/181 and Ramanathapuram bypass road at Km 4/750-10/075

Filling Pot-holes and Patch Repairs with Bituminous Concrete Gr II, 40 mm Providing treatment and repair to pot holes/ruts and any depth /patch repair of all types of bitumen pavement complete as per Technical Specification Clause 3004.2 and as per direction of engineer by using CRMB 55 bitumen the job includes removal of all failed material, trimming of completed excavation to provide firm vertical faces. Cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 of MoRTH Rev V. Km 154/4 - 205/0

Construction of embankment with approved materials deposited from adjacent to site and excavation from drain and foundation of other structures graded and completed to meet requirement of table 300-2 as per clause 301 of MoRTH Rev V. Km 154/4 - 205/0.

Construction of embankment with approved materials deposited from adjacent to site and excavation from drain and foundation of other structures graded and completed to meet requirement of table 300-2 as per clause 301 of MoRTH Rev V. Km 218/2 - 284/181 and Ramanathapuram bypass road at Km 4/750-10/075

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gm 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 MOTR&H specification No.803 Km 154/4 - 187/150 Km 187/150 - 205/0 & 218/2 - 284/181 and Ramanathapuram bypass road at Km 4/750 - 10/075.

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 confirming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH 33023/10/97-DO III dt 11.06.97. The height, width and length shall not be less than 15mm , 90 mm and 100 mm and with minimum reflective area of 13 sqcm on each side and 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 MORTH specification 804 etc., complete. Km 154/4 - 187/150 Km 187/150 - 205/0 & 218/2 - 284/181 and Ramanathapuram bypass road at Km 4/750 - 10/075.

Providing and erecting Single sided Single Guard Metal Beam Crash Barrier System (Type – A “W” single guard) 1.80m high, comprising of 3mm thick wall "W" beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/sqm, minimum 700mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318 mm long post directly embedded in the concrete (M 15) pit size 350 x 350 x 800 mm for a depth of 1100 mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS: 1367 clause 4.60 all complete as per Technical Specification of IRC 119-2015 and as directed by the Engineer - in - charge. Km 154/4 - 187/150 Km 187/150 - 205/0 & 218/2 - 284/181 and Ramanathapuram bypass road at Km 4/750 - 10/075.

Providing and Erecting of Retro-reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to TYPE-IV standards of IRC-67:2012 and ASTM D 4956-09, specifications and fixed over 2 mm thick aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm mild steel angle and supported on a mild steel angle post 75x75x6 mm and 0.60m below ground level. The sign post should be painted as per IRC-67:2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm 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 Retro-reflection as per Table 6.6 of IRC-67:2012. The retro-reflective sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obatained as per IRC-67:2012. (as per MoRT&H Specifications No.801) 30x90cm rectangular

Providing and erecting of Retro- reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting conforming to Type-IV standards of IRC - 67:2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium Sheet fixed over a back supporting frame of 25mmX25mmX3mm mild steel angle and supported on a mild steel angle post 75X75X6 mm with a clear height of not less than 2.10 m from the ground level to the bottom of the sign board and 0.60 m below the ground level. The sign post should be painted as per IRC 67 -2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipments, 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 sheets shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC:67-2012. The retro-reflective sheeting shall be covered under 7 years 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 MoRT&H specification No. 801) 60 cm Equilateral Triangle (Side Road Sign)

Providing and erecting of Retro- reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting conforming to Type-IV standards of IRC - 67:2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium Sheet fixed over a back supporting frame of 25mmX25mmX3mm mild steel angle and supported on a mild steel angle post 75X75X6 mm with a clear height of not less than 2.10 m from the ground level to the bottom of the sign board and 0.60 m below the ground level. The sign post should be painted as per IRC 67 -2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipments, 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 sheets shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC:67-2012. The retro-reflective sheeting shall be covered under 7 years 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 MoRT&H specification No. 801) 90 cm Equilateral Triangle (Major Road Ahead Sign)

Providing and erecting of Retro- reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting conforming to Type-IV standards of IRC - 67:2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium Sheet fixed over a back supporting frame of 25mmX25mmX3mm mild steel angle and supported on a mild steel angle post 75X75X6 mm with a clear height of not less than 2.10 m from the ground level to the bottom of the sign board and 0.60 m below the ground level. The sign post should be painted as per IRC 67 -2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipments, 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 sheets shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC:67-2012. The retro-reflective sheeting shall be covered under 7 years 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 MoRT&H specification No. 801) 90 cm Equilateral Triangle (Curve Sign Board)

Providing and erecting of Retro- reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting conforming to Type-IV standards of IRC - 67:2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium Sheet fixed over a back supporting frame of 25mmX25mmX3mm mild steel angle and supported on a mild steel angle post 75X75X6 mm with a clear height of not less than 2.10 m from the ground level to the bottom of the sign board and 0.60 m below the ground level. The sign post should be painted as per IRC 67 -2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipments, 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 sheets shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC:67-2012. The retro-reflective sheeting shall be covered under 7 years 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 MoRT&H specification No. 801) 60 cm x 45 cm rectangular (Chevron Sign Board)

Providing and erecting of Retro- reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting conforming to Type-IV standards of IRC - 67:2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium Sheet fixed over a back supporting frame of 25mmX25mmX3mm mild steel angle and supported on a mild steel angle post 75X75X6 mm with a clear height of not less than 2.10 m from the ground level to the bottom of the sign board and 0.60 m below the ground level. The sign post should be painted as per IRC 67 -2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipments, 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 sheets shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC:67-2012. The retro-reflective sheeting shall be covered under 7 years 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 MoRT&H specification No. 801) 60 cm Circular (Go slow Sign Board)

Providing and erecting of Retro- reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting conforming to Type-IV standards of IRC - 67:2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium Sheet fixed over a back supporting frame of 25mmX25mmX3mm mild steel angle and supported on a mild steel angle post 75X75X6 mm with a clear height of not less than 2.10 m from the ground level to the bottom of the sign board and 0.60 m below the ground level. The sign post should be painted as per IRC 67 -2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipments, 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 sheets shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC:67-2012. The retro-reflective sheeting shall be covered under 7 years 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 MoRT&H specification No. 801) 90 cm Octagon (Stop Board)

Providing and erecting of Direction and Place Identification Retro-reflectorised sign made out of High Intensity Prismatic Grade sheeting confirming to Type-IV standards of IRC-67:2012 and ASTM D4956-09,specification and fixed over 2mm thick aluminium sheet fixed over a back supporting frame of 25mmX25mmX3mm mild steel angle and supported on a mild steel angle post 75mmX75mmX6mm with a clear height of not less than 2.10 m from the ground level to the bottom of the sign board and 0.60 m below ground level. The sign post should be painted as per IRC-67:2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipments, 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 Retro-reflection as per Table 6.6 of IRC-67:2012.The Retro-reflective sheeting shall be covered under 7 years of 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 MoRT&H Specifications No.801) for sign having area 0.9 sqm Type-IV.

Providing and erecting of Direction and Place Identification Retro-reflectorised sign made out of High Intensity Prismatic Grade sheeting confirming to Type-IV standards of IRC-67:2012 and ASTM D4956-09,specification and fixed over 2mm thick aluminium sheet fixed over a back supporting frame of 25mmX25mmX3mm mild steel angle and supported on a mild steel angle post 75mmX75mmX6mm with a clear height of not less than 2.10 m from the ground level to the bottom of the sign board and 0.60 m below ground level. The sign post should be painted as per IRC-67:2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipments, 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 Retro-reflection as per Table 6.6 of IRC-67:2012.The Retro-reflective sheeting shall be covered under 7 years of 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 MoRT&H Specifications No.801) for sign having area more than 0.9 sqm Type-IV.

Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80-100 cm high above ground level, painted at alternatively black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete (as per MoRT&H specification No. 806) Km 154/4 - 187/150 Km 187/150 - 205/0 & 218/2 - 284/181 and Ramanathapuram bypass road at Km 4/750 - 10/075.

Proving and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red/ White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 1 No. 12v 18 AH Battery -1 No. with Box, Solar Circuit Controller Board Box. Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as per standard specification. Km 154/4 - 187/150, Km 187/150 - 205/0 & 218/2 - 284/181 and Ramanathapuram bypass road at Km 4/750 - 10/075.