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Home My WebLink AboutTR-30-98 THE CORPORATION OF THE MUNICIPALITY OF CLARINGTON REPORT Meeting: GENERAL PURPOSE AND ADMINISTRATION COMMITTEE File # Res.:t,(?PA - ;;;xQ3,C}g Date: MONDAY, MAY 4, 1998 Report #: TR 30 98 File #: By-Law # Subject: PURCHASE OF PAVEMENT MARKINGS Recommendations: It is respectfully recommended that the General Purpose and Administration Committee recommend to Council the following: 1. THAT Report TR-30-98 be received; 2. THAT the procedures set out in Purchasing By-law No. 94-129, Section 5, Paragraph 06, be waived for this particular transaction; 3. THAT Council authorize the Region of Durham to provide pavement marking services at an estimated cost of $24,000.00; and 4. THAT the funds be drawn from the 1998 Public Works Budget for Pavement Marking, Account 7208-00431-0249 FORTHWITH. BACKGROUND AND COMMENT: 1.0 ATTACHMENTS No.1: Pavement Marking Locations 2.0 BACKGROUND 2.1 The amount of pavement marking services which must be contracted out for 1998 is estimated at $24,000.00, which exceeds the $20,000.00 limit of Purchasing By-law No. 94-129, which requires a tender to be issued. Staff is recommending that By-law No. 94-129, Section 5, Paragraph 06, be waived for this particular transaction. 801 REPORT NO.: TR-30-98 PURCHASE OF PAVEMENT MARKINGS PAGE 2 3.0 REVIEW AND COMMENT 3.1 The 1998 Public Works Department Budget for pavement marking is $31,000.00. This amount includes $7,000.00 for painting by Clarington Public Works staff and $24,000.00 to be contracted to an outside agency. 3.2 Of the $24,000.00 to be contracted to an outside agency, approximately $17,000.00 will be spent on directional dividing lines. The locations include 2.9 km of white edge line, 3.7 km of lane lines and 68.6 km of yellow centre line locations (Attachment No.1) . Of the remaining $7,000.00, 3,000.00 will be used at miscellaneous locations and $4,000.00 will be spent on transverse pavement markings such as stop bars, crosswalks and turn arrows. These markings will be applied by the Region of Durham with a two (2) part cold epoxy plastic which has a longer life than paint. These plastic markings are more expensive than paint to apply but, due to the durability in high volume areas, they have a "payback" period of only three (3) years. By using this high grade plastic, areas which were previously painted once or twice every year will no longer require continual maintenance resulting in a long term savings to the Municipality. 3.3 The Region of Durham provides this high level pavement marking service to other Municipalities within its boundaries. The Region of Durham has provided this quality service to the Municipality of Clarington since 1989. The estimated price of applied paint at $166.00 per kilometre for 1998 is less than previous years due to accounting changes and the need to remain competitive with the market place. 802 REPORT NO.: TR-30-98 PURCHASE OF PAVEMENT MARKINGS PAGE 3 3.4 The Region of Durham requires authorization as soon as possible in order to schedule Clarington locations in conjunction with Regional Roads, therefore a FORTHWITH approval to proceed is requested. Respectfully submitted, Reviewed by, W.H.~ Chief Administrative Officer Ma 'e Marano, H.BSc.,AMCT., Treasurer ~V~ Stephen A. Vokes, P.Eng. Director of Public Works MM*LB*ld Attach. 803 MUNICIPALITY OF CLARINGTON, PAVEMENT MARKING SCHEDULES SERVtCES TO BE CONTRACTED TO THE REGION OF DURHAM PAINTING 166 PER KM LOCATION DARLINGTON DARLINGTON DARLINGTON DARLINGTON DARLINGTON DARLINGTON DARLINGTON DARLINGTON DARLINGTON DARLINGTON DARLINGTON DARLINGTON DARLINGTON DARLINGTON DARLINGTON DARLINGTON DARLINGTON DARLINGTON DARLINGTON DARLINGTON DARLINGTON DARLINGTON DARLINGTON DARLINGTON DARLINGTON DARLINGTON DARLINGTON DARLINGTON DARLINGTON DARLINGTON DARLINGTON DARLINGTON BOWMANVILLE BOWMANVILLE BOWMANVILLE BOWMANVILLE BOWMANVILLE BOWMANVILLE BOWMANVILLE BOWMANVILLE BOWMANVILLE BOWMANVILLE BOWMANVILLE BOWMANVILLE BOWMANVILLE BOWMANVILLE BOWMANVILLE BOWMANVILLE BOWMANVILLE BOWMANVILLE BOWMANVILLE BOWMANVILLE BOWMANVILLE ROAD DARLINGTON PARK RD SOUTH SERVICE RD SOUTH SERVICE RD BASELINE RD BASELINE/PRESTONVALE PRESTONVALE RD MAPLE GROVE RD NASH RD TRULLS RD TRULLS RD TRULLS RD TRULLS RD NASH RD CONC. RD 6 CONC. RD 6 CONC. RD 7 CONC. RD 7 CONC. RD 9 CONC. RD 9 CONC. RD 9 CONC. RD 9 CONC. RD 9 OLD SCUGOG RD OLD SCUGOG RD CONC. RD 10 CONC. RD 10 MIDDLE RD CONC. RD 3 LIBERTY ST.N. LIBERTY ST.N. LIBERTY ST.N. LIBERTY ST.N. LAKE RD PORT DARLINGTON RD WEST BEACH RD BASELINE RD SIMPSON AVE SIMPSON AVE SPRY AVE WAVERLEY RD ROENIGK DR QUEEN ST QUEEN ST FRANK ST TEMPERANCE ST DIVISION ST BROWN ST ONTARIO ST SCUGOG ST SCUGOG ST SCUGOG ST CHURCH ST CHURCH ST PRINTED 18-Mar-98 SECTION COURTICE RD, WESTERLY 620M REGION RD 34 TO WAVERLEY RD HOLT RD TO 300M EASTERLY REGION RD 57 TO REGION 34 150M EACH WAY FROM CORNER 280M TO 650M SOUTH OF BLOOR HWY 2 SOUTHERLY FOR 300M 100M EAST & WEST OF TRULLS NASH RD TO HWY 2 NASH RD TO 190M NORTH OF INT PEBBLESTONE RD 1200M NORTHERLY PEBBLESTONE RD TO 180M SOUTHERLY GREEN RD TO REGION 57 OLD SCUGOG RD TO HOLT RD 310 TO 630M WEST OF SOLINA RD OLD SCUGOG RD TO HOLT RD N. J. OSBAWA TOWNLlNE TO 900M EAST 175 TO 1400M EAST OF ENFEILD RD CURVE '2 L28/29 EAST OF ENFEILD CURVE '3&4 L24/25 EAST OF ENFEILD CURVE #5 L20/21 EAST OF ENFEILD CURVE '6 L20/21 EAST OF ENFEILD 250M SOUTH & 215M NORTH OF CONC 9 PAGE 1/, DATE @II REMARKS PREMARK APP (M) WHITE LANE LINE "SO BEND VOLUME S" BEND VOLUME 90* CURVE/TRACKS CURVE CURVES INT VOLUME INT HILL CURVE CURVES HILLS/BRIDGE BRIDGE/HILL BRIDGE/HILL CURVE/HILL CURVE CURVE CURVE CURVE CURVE CURVE lINT REGION RD 3 TO 170M NORTHERLY 230 TO 1410M WEST OF ENFEILD RD 515 TO 930M EAST OF GRASSHOPPER RD 150M NORTH & SOUTH OF CONC. RD 4 205 TO 505M EAST OF MEARNS AVE 450M SOUTH AND 300 M NORTH OF CONC 1700M TO 2300M NORTH OF CONC 6 CONC RD 8 SOUTHERLY 580M CONC RD 8 TO REGION RD 20 REGION RD 14 TO BRITTON CT LAKE RD TO 125M SOUTHERLY 195 AND 810M WEST OF PORTDARLINGTON BRIDGES/CURVE REGION 57 EASTERLY TO BAINES ST VOLUME KING ST SOUTHERLY 135M TO HOBBS DR VOLUME BASELINE ROAD TO SOPER CT CURVES LAWRENCE CRES TO LOSCOMBE DR REGION RD 57 NORTH TO ROENIGK DR WAVERLEY ST TO KING ST KING ST TO TEMPERANCE ST TEMPERANCE ST TO ONTARIO ST KING ST SOUTHERLY 125M QUEEN ST NORTHERLY TO CHURCH ST QUEEN ST NORTHERLY TO CHURCH ST QUEEN ST NORTHERLY TO KING ST KING ST SOUTHERLY TO REGION 14 KING ST NORTHERLY TO ODELL ST KING ST TO 80M NORTH CHURCH ST TO 80M NORTHERLY SCUGOG ST TO TEMPERANCE ST TEMPERANCE ST TO DIVISION ST CURVE 1 CURVES 1 CURVE 1 CURVE/INT 1 BRIDGE 1 CURVE 1 CURVE (TYRONE MIL 1 CURVE 1 CURVES 1 BRIDGE/CURVE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 CURVES/HILL CURVE/VOLUME VOLUME VOLUME VOLUME VOLUME TURN LANE TURN LANE VOLUME VOLUME 804 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 158.32 (M) WHITE EDGE LINE o 1230 135 80 80 PER KM (M) YELLOW CENTRE LINE o 620 6000 600 o 6000 300 370 300 200 340 190 1200 180 1460 830 320 800 900 1225 270 700 285 305 465 ~ ~"{ o o o o o 170 1180 415 300 300 750 600 580 2400 825 125 615 2490 135 540 280 1180 350 280 415 100 250 250 125 1000 400 o 700 200 320 128 MUNICIPALITY OF CLARINGTON, PAVEMENT MARKING SCHEDULES SERVICES TO BE CONTRACTED TO THE REGION OF DURHAM PAINTING 166 PER KM LOCATION BOWMANVILLE BOWMANVILLE BOWMANVILLE BOWMANVILLE BOWMANVILLE BOWMANVILLE BOWMANVILLE BOWMANVILLE BOWMANVILLE BOWMANVILLE CLARKE CLARKE CLARKE CLARKE CLARKE CLARKE CLARKE CLARKE CLARKE CLARKE CLARKE CLARKE CLARKE CLARKE CLARKE CLARKE CLARKE NEWCASTLE NEWCASTLE NEWCASTLE NEWCASTLE NEWCASTLE CLARKE CLARKE CLARKE CLARKE CLARKE CLARKE CLARKE CLARKE CLARKE CLARK ORONO CLARKE ROAD CHURCH ST CHURCH ST BENNETT RD WILMOT CREEK RD KING ST KING ST KING ST KING ST KING ST KING ST MILL ST MILL ST BOULTON ST LAKESHORE RD LAKESHORE RD LAKESHORE RD LAKESHORE RD LAKESHORE RD LAKESHORE RD LAKESHORE RD LAKESHORE RD LAKESHORE RD LAKESHORE/TWNLINE RD EAST TOWNLlNE RD NEWTONVILLE RD NEWTONVILLE RD MORGANS RD KING ST EDWARD ST SUNSET BLVD SUNSET BLVD BEAVER ST CONC. RD 3 CONC. RD 3 POLLARD RD BEST RD BEST RD CONC. RD 5 CONC. RD 6 CONC. RD 7 CONC. RD 8 MILL ST PAGE I, DATE @II SECTION REMARKS DIVISION ST TO GEORGE ST VOLUME 2 GEORGE ST TO LIBERTY ST VOLUME 2 HWY 2 SOUTHERLY TO 401 BRIDGE SENIORS 1 BENNETT RD EASTERLY TO GATES SENIORS 1 REGION 57, 780M EAST TO SCUGOG ST DOUBLE CENTRELINE 1 REGION 57, 780M EAST TO SCUGOG ST LANES 1 SCUGOG ST, 800M TO Brown ST SINGLE CENTRELlNE 2 BROWN ST TO LIBERTY ST 130M DOUBLE CENTRELlNE 2 LIBERTY ST TO HAINES ST 1300M DOUBLE CENTRELINE 1 BROWN ST TO HAINES ST MISC LANES 1 TORONTO ST TO SOUTH TO METCALFST CURVES 1 100 M NORTH OF BOULTON CURVE 1 100M EAST OF MILL ST CURVE 1 PARK ST EASTERLY 910 CURVE/CLIFF 1 625 TO 1000M EAST OF RILEY RD CURVE 1 160M WEST + 270M EAST OF MORGAN RD CURVE INT 1 140 TO 490M EAST OF JAYNES RD BANK CURVE 1 700 TO 1070M EAST OF JAYNES RD CURVE L 11/12 1 1380 TO 1780M EAST OF JAYNES RD CURVE 1 1975 TO 2420M EAST OF JAYNES RD CURVE 1 2420 TO 2770M EAST OF JAYNES RD CURVE BRIDGE L10 1 300 TO 985M EAST OF LANCASTER RD GRANEY BRIDGE 1 425 TO 945M EAST OF NICHOLS RD CURVE 1 690 TO 915M N OF CONC. RD 1 BRIDGE 1 250M NORTH, 150m SOUTH OF CONC. RD CURVE INT 1 1. 1 TO 1. 6 KM SOUTH OF CONC RD 1 BRIDGES 1 690 TO 1200M SOUTH OF HWY 2 BRIDGE 1 BALDWIN ST EAST 600M VOLUME 2 SNOWDEN CT. AREA OFFCENTRE PARKING 1 50 TO 250M WEST OF CHURCH ST CURVE 1 50 TO 250 EAST OF RUDELL RD CURVES 1 JAMES ST TO ROBERT ST OFFCENTRE PARKING 1 REGION RD 42 EASTERLY 825M CURVE 1 100M WEST AND 220M EAST OF POLLARD BRIDGE 1 CONC. RD 3 NORTHERLY 200 M CREEK 1 REGION RD 4 NORTHERLY 250 CURVE 1 260M SOUTH' 250M NORTH OF CONC 7 CURVES/INT 1 165M E OF JEWEL TO 200M E OF WALSH CURVES/HILL 1 HWY 115 TO REGION RD 18 FOG 1 LESKARD RD TO 440M WESTERLY HILL/BRIDGE 1 DARL/CLARKE LINE, 825M EASTERLY CURVE 1 REGION 17 TO HWY35/115 1 $16,669.40 TOTAL COST OF APPLIED PAINT ON TOWN ROADS 7211-00431-0249 3755 TOTAL LANE LINES (M) 2930 TOTAL EDGB LINBS (M) 68610 TOTAL CENTRE LINES (M) 16425 TOTAL PREMARKING REQUIRED (M) LATER ADD-ON 805 PREMARK APP (M) WHITE LANE LINE 1560 1900 158.32 (M) WHITE EDGE LINE o 200 o PER KM (M) YELLOW CENTRE LINE 128 384 1000 415 1560 800 260 2600 o 750 100 100 910 375 400 350 370 400 445 350 685 520 225 400 400 510 600 100 200 o 200 150 825 320 200 250 510 1535 7200 440 825 1055