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HomeMy WebLinkAboutcost estimateOct-I0-01 10:3Sam. From- T-817 P.06/01 F-582 - CONSTRUCTION COST ESTIMATE FOR THE DRAINAGE IMPROVEMENTS AT THE CITY OF MIAMI DOWTOWN AREA MIAMI-DADE COUNTY (DRAINAGE • .illigli inli!iiilii !i!1,!Io.' or , miNiiiiiligiiiYi!I lyi!;!i0iiKliNi3:f ' '''' il:0469#Ri6i ii lililllTOTAL - ' imii!l! 1 MOBILIZATION LS 1.00 $35,000.00 $35,000.00 2 MAINTENANCE OF TRAFFIC LS 1.00 $20,000.00 $20,000.00 3 OFF -DUTY FOUCE HR 120,00 $35.00 $4 200.00 , 4 DEEP WELL WITH 4`x12BOX , EA 6.00 $42,000.00 $252,000.00 5 INLET EA _ 2.00 $5,000.00 110,000.00 6 18" STORM SEWER PIPE LS 26.00 $45.00 $1,170.00 7 TRENCH RESTORATION SY 950.00 $25.00 $23,750.00. $12,000.00 B CONNECTION TO EXISTING SYSTEM EA 6.00 $1,500.00 9 _ CONTINGENCY LS -\ 1.00 $10,000.00 $10,000.00 TOTAL DRAINAGE CONSTRUCTION " 8368,120.00_ DRAINAGE DESIGN $37,000.00 . — _ — . . — . TOTAL DRAINAGE " 6405,120.00 " DOES NOT INCLUDE COST OF UTILITY RELOCATION CONSTRUCTION COST ESTIMATE FOR THE IMPROVEMENT OF FLAGLER STREET FROM WEST 2ND AVENUE TO BISCAYNE BOULEVARD MIAMI-DADE COUNTY iROADWAY) . ........ .....€'4`Oii0::ONSEE?i=i=iicE E= ;e!_=i?`ESE Ar ===TELL =i's" 'iE`' 'tl`•i'i !?iS�EiQ=1(EESE'~I.Ril ... 101-1 . MOBILIZATION LS 1.00 $450,060.00 $450,000.60 102.1 MAINTENANCE OF TRAFFIC LS 4.00 $360,000.00 1350,000.00 102.10 OFF.IUTY POLICE I8 240.00 $35.00 $6.400.00 102-60 SPECIAL SIGN A AND B ED 140.00 110.00 S1.400.00 102-99 VARIABLE MESSAGE SIGNS ED 290.00 $50.00 113,000.00 110-1 CLEARING AND GRUBBING LS 1.00 1150,000.00 $150,000.00 r 120-1 REGULAR EXCAVATION (INCLUDES GRADING) CY 730.00 $7,00 55.173.00 160-4 TYPE'B' STABILIZATION (C.B.R. 30) (12-THICK' SY 38900 $2.50 1972.50 327-70-6 Mt.LING EXISTING PAVEMENT (0.75" AVERAGE DEPTH) SY 26,45200 $10.00 $2 4,520.00 331-3-1 TYPE S-111 ASPHALTIC CONCRETE (0.75" AVERAGE THICKNESS) TN 1.212.00 $80.00 $08,950.00 339.1 MISCELLANEOUS ASPHALT PAVEMENT TN 410.00 $107_00 $43.670.00 400-1-15 MISCELLANEOUS CONCRETE CY 248.00 $503.00 $124,000.00 425-11 MODIFY EXISTING DRAINAGE STRUCTURE EA 13.00 $1,000.00 113.000.00 425-12 TRENCH GRATE AND FRAME (8" WiDE,12' LONG AT EVERY LOCATION) LF 25.00 1500.00 $12.50000 425-13 TRENCH GRATE AND FRAME (12-WIDE) LF 176-00 $100.00 117,600.00 425.14 ' HEAVY DUTY CURB INLET FRAME. GRATE AND CLIRO BOX EA 10.00 12,000.00 $36.000.00 520-1-2 CONCRETE CURB A GUTTER (TYPE F) iF 4.070.00 $16.00 $29,550.00 520-5-11 4' CONCRETE TRAFFIC SEPARATOR (TYPE 1, OPTION 2) LF 174.00 $30.00 $5.220.00 522-1 CONCRETE SIDEWALK (4" THICK) SY 3,850.00 $30.00 $115,500.00 522-1-2 TEXTURED CONCRETE SIDEWALK (4 WICK) SY 4200 $45.00 51,690.00 522 2 CONCRETE SIDEWALK (6' THICK) SY 56.00 140.00 r $2.240-00 1090-136-06 NODE DRAINAGE PIPE (12') 1F 381.00 175.00 128 576.00 109o-138-11 HDPE DRAINAGE PIPE (6-) LF 11.00 575.00 $625.00 TOTAL,ROADWAY" S1,793,195.50 DOES NOT INCLUDE COST OF UTWTY RELOCATION - CONSTRUCTION COST ESTIMATE FOR THE IMPROVEMENT OF ' FLAGLER STREET FROM WEST 2ND AVENUE TO BISCAYNE BOULEVARD MIAM1-DADE COUNTY (SIGNING & PAVEMENT MARKING) 700-40-1 SIGN SINGLE POST jLESS THAN 12 SF) AS 33.0 3320.00 $10,560.00 700-48.11 EXISTING SIGN (ID BE REMOVED) AS 23.0 3100.00 $2.300 00 70015.21 EXISTING SIGN STO BE RELOCATED} AS 71.0 $150.00 $10850.00 765-71 .� FLEXIBLE TUBULAR DELINEATOR EA 9.0 350.00 $450.00 706-1-12 REFLECTIVE PAVEMENT MARKER EA 815.0 $3.50 $2,152150 711-3 PAVEMENT #IESSAGE (THERMOPLASTIC) EA ' 17.0 $120.03 32,040.00 711-4 DIRECTIONAL ARROW (THERMOPLASTIC) EA 47.0 3120.00 SS,640.00 711-33 STOP TRAFFIC STRIPE (8' WHITE) (THERMOPLASTIC) LF 5,783.0 $2.00 $11,588.00 711.35881 SOLID TRAFFIC STRIPE (0' WHITE) (THERMOPLASTIC) LF 10,437.0 $1.50 $15 855.50 711-35-121 SOLID TRAFFIC STRIPE (1Y WH(TE) (THERMOPLASTIC) LF 5,330.0 $2.00 $10.600.00 711-35-181 SOLID TRAFFIC STRIPE (1E' WHITE) (THERMOPLASTIC) LF 1,508,D 32.75 $4.394.50 71135-241 SOLID TRAFFIC STRIPE (24' WHITE) (THERMOPLASTIC) LF 1.404-0 54.00 25.516.00 7113831 SOLID TRAFFIC STRIPE (6' YELLOW) (THERMOPLASTIC) LF 0,781.0 51.50 314.1341.50 71138-181 SOLID TRAFFIC STRIPE (18' YELLOW) (THERMOPLASTIC) LF 350.0 5273 5082.50 71139-01 SOLID TRAFFIC STRIPE (8' BLUE) (THERMOPLASTIC) If 227.0 $1.50 $340.50 TOTAL SIGNING & PAVEMENT IIIARKING $97,620.09 TOTAL ROADWAY S1.793.195.50 . CIVIL SHARE OF SIGNAL(ZATION PAY ITEMS S294.400.00 iTOTAL CIVIL PAY ITEMS 52,185,224.50 CONSTRUCTION COST ESTIMATE FOR THE IMPROVEMENT OF - s FLAGLER STREET FROM WEST 2NC) AVENUE TO BISCAYNE BOULEVARD MIAMI-DADE COUNTY (SIGNAL RATION) ' 620-1-1..... GROUf DINGELECTRODE :.: LF 1,140.0 110.00 S11,400.00+ 630-1-12 CONDUIT 2 INCH PVC UNDERGROUND LF 1.060.0 S0_00 S9,640.00 630.1-13 CONDUCT 2' RIGID SERVICE U4DER PAVEMENT LF 3,970.0 S16.00 S71,460.00 632-7 1 SIGNAL CABLE _ PI 13.0 $4.000.00 S52.000.00_ 635-1-11 PULL BOIL. METER TYPE ONCL 10' GROUNDING ROD) EA 1.19.0 SBMD.00 S77.350_00 639-2-1 ELECTRICAL SERVICE WIRE NO_ 8AWGWITH THWINSULATION ---._ LF 140.0 S1.60 S210.00 6474420 MAST ARM COMBINATION (TROMBONE STYLE)(BLACK ANNODIZED) EA 2.0 525,900.00 $31,500.00 647-11.22 MAST ARM COMBINATION (TROMBONE STYLE) (BLACK ANNODIZED) EA 5.0 S26,230.00 1131.150.00 647-11-24 MAST ARM COMBINATION (TROMBONE STYLE) (BLACK ANNOMED) EA 2.0 E26,560.00 S53.120.60 647-17 26 MAST ARIA CCH161NATION (TROMBONE STYLE) (BLACK ANNODIZED) EA 1.0 528.910.00 S26.910.00 647-11-28 MAST ARM COMBINATION (TROMBONE STYLE) (BLACK ANNODIZED) . EA 4.0 ~ $27.250.00 5109.000.00 647.1130 MAST ARM COMBINATION (TROMBONE STYLE) (BLACK ANNODEZB)) EA 4.0 S27.500.00 S110,360.00 647-11-32 MAST ARM COMBINATION (TROMBONE STYLE) (BLACK ANNOD¢ED) EA 2.0 528.000.00 558,000.00 647-1134 , MAST ARM COMBINATION (TROMBONE STYLE) (BLACK ANNODIZED) EA 3.0 S26.260 00 S84,760 00 847-11- 6 MASTARM COIRiINATION (TROMBONE STYLE) (BLACK ANNODIZED) EA 3.4 $26.800.00 $66.600.00 647-1136 MAST ARM COMBINATION (TROMBONE STYLE) (BLACK AI NODIZED) EA 3.0 S20.940.00 i88,820.00 647-11-40 MAST ARM COMBINATION (TROMBONE STYLE) (BLACK AHNODIZED) EA 2.0 529,300.00 S56,600.00 647-11-42 MASTARM COMBIATION (TROMBONE STYLE) (BLACK ANNODIZED) EA 1.D 329.600.00 $29.800.00 647-11-44 MAST ARM COMBINATION (TROMBONE STYLE) (BLACK ANNODIZED) EA 1.0 S30,000.00 330,030-0o 647-1154 MAST ARM COMBINATION (TROMBO5 E STYLE) (BLACK ANNODIZED) EA 2.0 S32.000.00 SO4.000.00 647-1368 MAST ARMCOMBINATION, (TROMBONE STYLE) DOUBLEARM (fELACK ANNODIZED) EA _ to S34.000.00 $34.000.00 647-15-20 MAST ARM COMBINATION, (TROMBONE STYLE) WITH LIAANAIRE (BLACK N84ODIZEO) EA 1.0 $30,000.00 $30,000.00 647-15-40 MAST ARM COMBINATION, (TROMBONE STYLE) WITH LUMMAIRE (BL.ACKANNOOIZED) EA 1.0 $38.000.00 $38.000.00 650.1-131 TRAFFIC SIGNAE.1-WAY 3-SECTION 12 INCH STANDARD ALUMINUM, COMPLETE WITH HORIZONTAL MOUNTING BRACKET & LAMPS AS 70.0 5750.00 558.500.00 1050.1441 TRAFFIC SIGNAL, 1-WAY 4-SECTION 12 INCH STANDARD ALUMINUM, COMPLETE WITH HORIZONTAL MO[RJTING BRACKET & LAMPS AS 2.0 _ *900.00 S1,000.00 CONSTRUCTION COST ESTIMATE FOR THE IMPROVEMENT OF - FLAGLER STREET FROM WEST 2ND AVENUE TO BISCAYNE BOULEVARD MIAMI-DADE COUNTY _ISIGNAUZATION) 550-1-151 TRAFFIC SIGNAL, 1--WAY 5.SECTICN 12 INCH STANDARD ALUMINUM, COMPLETE WTH HORIZONTAL MOUNTING BRACKET a LAMPS AS 1.0 51,050.00 $1,050.00 550-2-131 TRAFFIC SIGNAL, 1-WAY 3-SECTION (OPTICALLY PROGRAMMED) 12 INCH STANDARD ALUMINUM. COMPLETE WITH HORIZONTAL MOUNTING BRACKET a LAMPS AS 2.0 $1,500.00 53,000.00 650-2-141 TRAFFIC SIGNAL, 1-WAY 5-SECTION (OPTICALLY PROGRAMMED) 12 INCH STANDARD ALUMINUM. COMPLETE WITH HORIZONTAL. MOUNTING BRACKET & LAMPS AS 2.0 $2.000.00 $4.000.00 850.54-131 RELOCATE TRAFFIC SIGNAL. 1-WAY 3-SECTION 12 INCH STANDARD ALUMINUM, COMPLETE WITH HORIZONTAL MOUNTING BRACKETS LAMPS AS 1.0 5350.00 $350.00 653-171 PEDESTRIAN SIGNAL, NEON. INTL SYMBOL. LOW VOLTAGE AS 80.0 3800.00 S84.000.00 869-107 ALUMINUM PEDESTAL (BLACKANNODIZED) EA 14.0 5600.00 $8.400.00 880-1-109 LOOP VEHICLE DETECTOR AMPLIFIER (RELAY OUTPUT - RACK MOUNTED TYPE 170 CABINET) EA 4.0 $300 00 $1,200.00 880-2-101 'LOOP ASSEMBLY AS 11.0 5750.00 $8,250.00 650.4-4 LOOP LEAD-IN CABLE NO. 14 AWG PI 4.0 $2,000-00 58,000.00 885-11 PEDESTRIAN DETECTOR EA 38.0 5250.00 $0,000.00 872-1-1 ; MODEL 170 TRAFFIC CONTROLLER ASSEMBLY. WIRED COMPLETE WITH DC-552A CABINET AND CONTROLLER BASE EA 20 $24.000.00 548.000.00 872-1-4 EXISTING CONTROLLER (TO BE MODIFIED) EA 11-0 $5,000,00 $55.000.00 CONTROLLER RELOCATION EA 1.0 S30.000.00 S30,000.00 4 885.120 SYSTEM AUXILIARIES (TELEMETRY TRANSCEIVER) (FURNISH AND INSTALL) EA 2,0 $1.750.00 $3,500.00 885-124 SYSTEM AUXILIARIES (UNIVERSAL ADAPTER) (FURNISH AND INSTALL EA 2.0 S1.750.00 $3.500.00 890-10 REMOVE TRAFFIC SIGNAL HEAD ASSEMBLY EA 75 0 $50.00 $3.750.00 990-20 REMOVE PEDESTRIAN SIGNAL ASSEMBLY EA 95.0 $100.00 $0,500.00 600-30 REMOVE POLES EA 45.0 $750.00 133.750.00 r 880-31 REMOVE SIGNAL PEDESTAL EA 7.0 $100.00 S700.00 690-40 REMOVE MAST ARMASSEMBLY EA 43.0 $800-00 S25,800-00 maw REMOVE CONTROLLER ASSEL t Y EA 3.0 1500.00 51,500.00 600-100 REMOVE MISCELLANEOUS SIGNAL EQUIPMENT PI 14.0 $3,500.00 $4900.00 700-48-18 STREET NAME SIGN (D3.1S) MST ARM OR SPAN WIRE ATTACHED EA 63.0 S650.00 $40.950.00 $1,774,400.00 SUBTOTAL SIGNALIZATION S STREETSCAPE SHARE OF SIGNALIZATION PAY ITEMS (MOBILIZATION AND MOT) ($450;000.00) S STREETSCAPE SHARE OF SIGNALIZATION PAY ITEMS (AESTHETICS IM'ROVEUENTS) ($500.000.00) ($30,000.00) STREETSCAPE SHARE OF SIGNALIZATION PAY ITEMS (CONTROLLER RELOCATION) CIVIL SHARE OF SIGNALiZATION PAY ITEMS (�,�•00) + TOTAL SIGNALIZATION $500.000.00