Ministry Of Road Transport And Highways Tender

Providing and laying Dense graded bituminous macadam grade II with 100 - 120 THP hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder at 4.0 to 4.5% by weight of total mix and filler, trnsporting the hot mix to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled, vibratory and tandom rollers to achieve the desired compaction as per clause 507 of MORT & H specifications complete in all respects. Grading II (50mm) Dindigul (NH) Division (Km 30/900-69/650 & 73/775-78/200)

Bituminous Concrete (Table 500-17) - Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade) 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 as per MORTH specification clause No.507 complete in all respects) - Grading II

Dindigul (NH) Division (Km 30/900-69/650 & 73/775-78/200)

Coimbator (NH) Division (Km 78/200 - 79/090)

Embankment Construction with Material Obtained from Borrow Pits -Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)

Dindigul (NH) Division (Km 30/900-69/650 & 73/775-78/200)

Coimbator (NH) Division (Km 78/200 - 79/090)

Providing and Laying of Hot applied Thermoplastic compound 2.5mm thick including refelectorising 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 from streaks and holes etc., complete as per MORT&H specification No.803.

Dindigul (NH) Division (Km 30/900-69/650 & 73/775-78/200)

Coimbator (NH) Division (Km 78/200 - 79/090)

Providing and fixing of Road Stud of "catagory 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, 90mm and 100mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 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 cylindrical shanks (of diameter not less than 19 +/- 2mm and height not less than 30 +/- 2mm) from the body is to be 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

Dindigul (NH) Division (Km 30/900-69/650 & 73/775-78/200)

Coimbator (NH) Division (Km 78/200 - 79/090)

Providing and fixing of retro reflectorised cautionary mandatory and informatiory signs(without definitionboard) made out of high intensity Prismatic grade sheeting confirming to Type IV standards of IRC 67-2012 and ASTM D 4956-09 , specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height 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 painted as per IRC 67-2012 and firmly fixed to the ground by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm 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-Reflction as per Table 6.6 of IRC 67-2012.The retro-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 MORTH specification no 801) Without Definition Board Dindigul (NH) Division

90cm Octagonal

Chevorn Board 60cmX50Cm

Pedestrian crossing marking 90cm Equilateral Triangular Board

90cm Equilateral Triangular Board side Road left

90cm Equilateral Triangular Board side Road Right

90cm Equilateral Triangular Board Corss Road

90cm Equilateral Triangular Board steep Ascent

90cm Equilateral Triangular Board steep Descent

90cm Equilateral Triangular Board Rumble Strip

60cm Equilateral Triangular T intersection major Road Ahead

60cm Equilateral Triangular Board speed Breaker

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, 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 75X75X6mm 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 45cmX45cmX60cm 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 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 MoRT&H Specification No.801) 30cm x 90cm rectangular

Dindigul (NH) Division (Km 30/900-69/650 & 73/775-78/200)

Coimbator (NH) Division (Km 78/200 - 79/090)

Providing and fixing of retro reflectorised cautionary mandatory and informatiory signs(with definition board) made out of high intensity Prismatic grade sheeting confirming to Type IV standards of IRC 67-2012 and ASTM D 4956-09 , specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height 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 painted as per IRC 67-2012 and firmly fixed to the ground by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm 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-Reflction as per Table 6.6 of IRC 67-2012.The retro-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 MORTH specification no 801) With Definition Board Dindigul (NH) Division

90cm Equilateral Triangular board Builup area

90 cm equilateral triangle Traffic sign - with Definition

60 cm Circular Maximum speed Limit

60 cm Restriction End

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)

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.

Street Light : Street lighting with single pole and single arm fitting 5000 LUMENSsolar street light with 18V SPV Module power of 60W panel, 24 Ab/12KV LiFe04 battery attached with solar panel 24V system, metal battery box, 9 mts octagonal pole with all accesories Standards : EN50530 for MPPT Performance Solar Panel: IEC 61215, ELECTRONICS, EN50530: MPPT Performance Evaluation, IEC62124: Solar Standalone System Performance, IEC61347-213: LED driver performance. CISPR 15: Radio disturbance characterstics, IEC61547:EMC Immunity requirements, IEC60598, 36 Hrs Backup

Dindigul (NH) Division (Km 30/900-69/650 & 73/775-78/200)

Coimbator (NH) Division (Km 78/200 - 79/090)

Double Arn ( Dindigul (NH) Division)