long range estimate - pensacola bay...

LONG RANGE ESTIMATE CENTRAL EAST ALTERNATIVE

Preliminary Engineering Report SR 30 (US 98) Pensacola Bay Bridge

Date: 4/5/2013 5:06:01 PM

FDOT Long Range Estimating System - ProductionR1: Project Summary without Components Report

Project: PBBLRE-2-52-01 Letting Date: 01/2099

Description: Pensacola Bay Bridge

District: 03 County: 48 ESCAMBIA

Project Manager:

Version 1-P Project Grand Total $568,993,422.03

Description: Pensacola Bay Bridge - Central East Alternative - Flyover Option

Sequence 1 NDU Total $3,617,217.82

Description: Bayfront Pkwy from approx. Sta. 294+36 to Sta. 300+00



Sequence 3 NDU Total $914,025.70

Description: Bayfront Pkwy from approx. Sta. 308+75 to Sta. 312+82 (Begin Bridge)

Sequence 4 NUR Total $313,357.07

Description: Fishing Pier Approach and Connection to west parking lot w/ Sidewalk

Sequence 5 NUU Total $190,699.75

Description: N. 17th Ave. at Bayfront Parkway - Tie-in to existing N. 17th Ave.


Description: N. 17th Ave. at Bayfront Parkway - Tie-in to Bayfront Pkwy


Description: N. 17th Ave Flyover approach - excludes welcome center overpass.


Description: N. 17th Ave to E. Gregory St. tie-in


Description: E. Gregory St. connection to Visitor's Center

Sequence 10 MIS Total $425,277,031.69

Description: NB and SB Bridge, N 17th Ave Flyover and Overpass, Fishing Pier


Description: Includes: (1) Retaining Walls (2) Sea Walls (3) RipRap w/ Bedding Stone & Filter Fabric

Page 1 of 2LRE - R1: Project Summary without Components Report

4/5/2013https://www3.dot.state.fl.us/longrangeestimating/estimates/LREAESR02R1C.asp


Description: Central East Gulf Breeze bridge approach STA 474+25.25 to 480+73.

Sequence 13 WDU Total $682,198.84

Description: Central East Gulf Breeze STA 480+73 to 487+76


Description: Central East Gulf Breeze STA 487+76 to 493+96 Mill and Resurface, add turn lanes as widening


Description: Central East Wayside Park driveway new construction


Description: Central East Boat Launch driveway new construction

Sequence 17 NUU Total $1,128,431.78

Description: Boat Launch and under bridge parking with sidewalks (to curve end at BL and Wayside Park driveways)


Description: GB CENTRAL EAST MISC X ITEMS FOR RIP RAP, VARIOUS WALL QUANTITIES, ETC.


Description: ITS Component


Description: Bridge Fender System


Description: Bridge Aesthetics

Project Sequences Subtotal $465,561,110.57

Maintenance of Traffic 1.44 % $6,704,079.99

Mobilization 10.00 % $47,226,519.06

Project Sequences Total $519,491,709.62

Project Unknowns 0.00 % $0.00

Design/Build 9.50 % $49,351,712.41Project Non-Bid Subtotal $150,000.00




Date: 4/5/2013 5:13:41 PM

FDOT Long Range Estimating System - ProductionR3: Project Details by Sequence Report



District: 03 County: 48 ESCAMBIA Market Area: 01 Units: English

Contract Class: 9 Lump Sum Project: N Design/Build: Y Project Length: 3.780 MI

Project Manager:



Sequence: 1 NDU - New Construction, Divided, Urban Net Length: 0.107 MI565 LF

Description: Bayfront Pkwy from approx. Sta. 294+36 to Sta. 300+00Special Conditions:

Includes two SB left-turn lanes and connections to existing Bayfront Pkwy and E. Gregory St. Also includes EX-ITEM for Gabaronne Swamp Pond in Drainage Component.

EARTHWORK COMPONENT

User Input Data

Description Value

Standard Clearing and Grubbing Limits L/R 105.00 / 105.00Incidental Clearing and Grubbing Area 0.00

Alignment Number 1

Distance 0.107Top of Structural Course For Begin Section 8.50Top of Structural Course For End Section 10.25

Horizontal Elevation For Begin Section 8.50Horizontal Elevation For End Section 7.25

Front Slope L/R 6 to 1 / 6 to 1 Median Shoulder Cross Slope L/R 4.00 % / 4.00 % Outside Shoulder Cross Slope L/R 2.00 % / 2.00 %

Roadway Cross Slope L/R 2.00 % / 2.00 %

Pay Items

Pay item Description Quantity Unit Unit PriceExtended

Amount

110-1-1 CLEARING & GRUBBING 2.72 AC $4,195.72 $11,412.36

120-6 EMBANKMENT 4,248.81 CY $12.67 $53,832.42

Earthwork Component Total $65,244.78

ROADWAY COMPONENT

User Input Data

Description Value

Number of Lanes 7Roadway Pavement Width L/R 40.00 / 52.00

Structural Spread Rate 440Friction Course Spread Rate 165

Page 1 of 72LRE - R3: Project Details by Sequence Report

4/5/2013file:///X:/Pensacola_Bay_Bridge_TEMPORARY_FOLDER/LRE-Cost%20Estimate/TEMP/...

Pay Items


Amount

160-4 TYPE B STABILIZATION 6,422.97 SY $2.64 $16,956.64

285-709 OPTIONAL BASE,BASE GROUP 09 5,775.15 SY $23.34 $134,792.00

334-1-24 SUPERPAVE ASPH CONC, TRAF D, PG76-22,PMA

1,270.53 TN $94.58 $120,166.73

337-7-45 ASPH CONC FC,TRAFFIC D,FC-12.5,PG 76-22

476.45 TN $102.82 $48,988.59

Turnouts/Crossovers Subcomponent

Description ValueAsphalt Adjustment 5.00Stabilization Code N

Base Code NFriction Course Code N

Pay Items


Amount


63.53 TN $94.58 $6,008.67

Pavement Marking Subcomponent

Description Value

Include Thermo/Tape/Other N

Pavement Type AsphaltSolid Stripe No. of Paint Applications 2 Solid Stripe No. of Stripes 6

Skip Stripe No. of Paint Applications 2 Skip Stripe No. of Stripes 5

Pay Items


Amount

706-3 RETRO-REFLECTIVE PAVEMENT MARKERS

87.00 EA $3.33 $289.71

710-11-111 PAINTED PAVT MARK,STD,WHITE,SOLID,6"

1.28 NM $797.41 $1,020.68

710-11-131 PAINTED PAVT MARK,STD,WHITE,SKIP, 6"

1.07 GM $522.34 $558.90

Roadway Component Total $328,781.92

SHOULDER COMPONENT

User Input Data

Description Value

Total Outside Shoulder Width L/R 9.45 / 9.45Total Outside Shoulder Perf. Turf Width L/R 7.20 / 7.20

Sidewalk Width L/R 0.00 / 0.00

Pay Items

Extended



Pay item Description Quantity Unit Unit Price Amount

520-1-10 CONCRETE CURB & GUTTER, TYPE F

564.96 LF $20.47 $11,564.73


564.96 LF $20.47 $11,564.73

570-1-2 PERFORMANCE TURF, SOD 903.94 SY $2.33 $2,106.18

X-Items


Amount

522-1 SIDEWALK CONC, 4" THICK 338.00 SY $36.73 $12,414.74

Comment: 150 SY (RT), 188 SY (LT)

Erosion Control

Pay Items


Amount

104-10-3 SEDIMENT BARRIER 1,129.92 LF $1.60 $1,807.87

104-11 FLOATING TURBIDITY BARRIER 26.75 LF $10.01 $267.77

104-12 STAKED TURBIDITY BARRIER-NYL REINF PVC

26.75 LF $5.44 $145.52

104-15 SOIL TRACKING PREVENTION DEVICE

1.00 EA $950.00 $950.00

104-18 INLET PROTECTION SYSTEM 6.00 EA $93.63 $561.78

107-1 LITTER REMOVAL 0.20 AC $8.53 $1.71

107-2 MOWING 0.20 AC $21.45 $4.29

Shoulder Component Total $41,389.32

MEDIAN COMPONENT

User Input Data

Description Value

Total Median Width 10.00Performance Turf Width 5.50

Pay Items


Amount

520-1-7 CONCRETE CURB & GUTTER, TYPE E

1,129.92 LF $20.97 $23,694.42

570-1-2 PERFORMANCE TURF, SOD 345.25 SY $2.33 $804.43

Median Component Total $24,498.85

DRAINAGE COMPONENT

Pay Items


Amount

400-2-2 CONC CLASS II, ENDWALLS 1.93 CY $1,386.32 $2,675.60

425-1-351 INLETS, CURB, TYPE P-5, <10' 4.00 EA $2,997.62 $11,990.48

425-1-451 INLETS, CURB, TYPE J-5, <10' 2.00 EA $4,536.74 $9,073.48



425-1-521 INLETS, DT BOT, TYPE C, <10' 1.00 EA $1,902.79 $1,902.79

425-2-41 MANHOLES, P-7, <10' 1.00 EA $2,718.50 $2,718.50

430-175-124 PIPE CULV, OPT MATL, ROUND, 24"S/CD

288.00 LF $56.37 $16,234.56


32.00 LF $102.06 $3,265.92


536.00 LF $99.78 $53,482.08

570-1-1 PERFORMANCE TURF 32.53 SY $0.43 $13.99

EX-Items


Amount

POND GABARONNE SWAMP POND 1.00 LS $3,000,000.00 $3,000,000.00

Drainage Component Total $3,101,357.40

SIGNING COMPONENT

Pay Items


Amount

700-20-11 SINGLE POST SIGN, F&I, LESS THAN 12 SF

3.00 AS $215.04 $645.12

700-20-12 SINGLE POST SIGN, F&I, 12-20 SF 1.00 AS $579.66 $579.66

700-21-11 MULTI- POST SIGN, F&I, 50 OR < 1.00 AS $3,407.56 $3,407.56

700-21-12 MULTI- POST SIGN, F&I, 51-100 1.00 AS $5,135.40 $5,135.40

Signing Component Total $9,767.74

LIGHTING COMPONENT

Conventional Lighting Subcomponent

Description Value

Spacing MINPay Items

Pay item Description Quantity UnitUnit

PriceExtended Amount

715-1-13 LIGHTING CONDUCTORS, F&I, INSUL, NO.4-2

2,063.39 LF $2.29 $4,725.16

715-2-11 LIGHTING-CONDUIT, F&I, UNDERGROUND

564.96 LF $3.79 $2,141.20

715-2-12 LIGHTING-CONDUIT, F&I, UNDER EXIST PVMT

112.14 LF $12.67 $1,420.81

715-14-11 LIGHTING - PULL BOX,F&I,ROADSIDE-MOULDED

4.00 EA $404.29 $1,617.16

715-500-1 POLE CABLE DIST SYS, CONVENTIONAL

4.00 EA $534.62 $2,138.48

715-511-140 LIGHT POLE COMP,F&I,SGL ARM SM, AL,40'

4.00 EA $8,533.75 $34,135.00

Subcomponent Total $46,177.82

Lighting Component Total $46,177.81



Sequence 1 Total $3,617,217.82





Includes one NB right-turn lane

EARTHWORK COMPONENT

User Input Data

Description Value


Alignment Number 1





Pay Items

Pay item Description Quantity Unit Unit Price Extended Amount


120-6 EMBANKMENT 52,110.79 CY $12.67 $660,243.71


ROADWAY COMPONENT

User Input Data

Description Value

Number of Lanes 6Roadway Pavement Width L/R 53.00 / 28.00Structural Spread Rate 440

Friction Course Spread Rate 165

Pay Items





1,732.29 TN $94.58 $163,839.99


649.61 TN $102.82 $66,792.90

X-Items


515-2-221 PED/BICYCLE RAILING, STEEL,54" TYPE 1

762.50 LF $33.56 $25,589.50

EX-Items




536-6 GUIDERAIL - PIPE RAIL 762.50 LF $20.00 $15,250.00


Description Value

Asphalt Adjustment 10.00Stabilization Code Y

Base Code YFriction Course Code Y

Pay Items


160-4 TYPE B STABILIZATION 887.73 SY $2.64 $2,343.61

285-709 OPTIONAL BASE,BASE GROUP 09 787.41 SY $23.34 $18,378.15


173.23 TN $94.58 $16,384.09


64.96 TN $102.82 $6,679.19


Description Value




Pay Items



112.00 EA $3.33 $372.96


1.99 NM $797.41 $1,586.85


1.33 GM $522.34 $694.71

Peripherals Subcomponent

Description Value

Off Road Bike Path(s) 0

Off Road Bike Path Width L/R 12.00 / 0.00Bike Path Structural Spread Rate 200

Noise Barrier Wall Length 0.00Noise Barrier Wall Begin Height 0.00Noise Barrier Wall End Height 0.00

Pay Items




334-1-11 SUPERPAVE ASPHALTIC CONC, TRAFFIC A

116.65 TN $114.33 $13,336.59




SHOULDER COMPONENT

User Input Data

Description Value

Total Outside Shoulder Width L/R 9.45 / 9.45Total Outside Shoulder Perf. Turf Width L/R 7.20 / 7.20Sidewalk Width L/R 0.00 / 0.00

Pay Items



874.90 LF $20.47 $17,909.20


874.90 LF $20.47 $17,909.20

570-1-2 PERFORMANCE TURF, SOD 1,399.83 SY $2.33 $3,261.60

Erosion Control

Pay Items





41.42 LF $5.44 $225.32


1.00 EA $950.00 $950.00



107-2 MOWING 0.31 AC $21.45 $6.65


MEDIAN COMPONENT

User Input Data

Description Value

Total Median Width 33.00

Performance Turf Width 28.50

Pay Items



1,749.79 LF $20.97 $36,693.10



DRAINAGE COMPONENT

Pay Items








425-2-41 MANHOLES, P-7, <10' 1.00 EA $2,718.50 $2,718.50


440.00 LF $56.37 $24,802.80


40.00 LF $102.06 $4,082.40


832.00 LF $99.78 $83,016.96


Drainage Component Total $147,735.54

SIGNING COMPONENT

Pay Items



4.00 AS $215.04 $860.16





SIGNALIZATIONS COMPONENT

Signalization 1

Description Value

Type 6 Lane Mast ArmMultiplier 1Description Signal at intersection of N. 17th

Ave and E. Gregory St.

Pay Items


630-1-12 CONDUIT, F& I, UNDERGROUND 700.00 LF $4.66 $3,262.00

630-1-14 CONDUIT,F& I, UG JACKED 300.00 LF $10.99 $3,297.00

632-7-1 SIGNAL CABLE, FURNISH & INSTALL

1.00 PI $1,561.74 $1,561.74

635-1-11 PULL & JUNCTION BOX, F&I, PULL BOX

22.00 EA $326.84 $7,190.48

639-1-22 ELECT POWER SERV,UG,PUR CONT

1.00 AS $1,371.36 $1,371.36

639-2-1 ELECTRICAL SERVICE WIRE 60.00 LF $2.31 $138.60

641-2-11 PREST CNC POLE,F&I,TYP P-II,PEDESTAL

1.00 EA $831.84 $831.84

649-1-10 STEEL STRAIN POLE, F&I, PEDESTAL

1.00 EA $1,063.54 $1,063.54

649-31-105 M/ARM,F&I, WS-150,SINGLE ARM,W/0 LUM-78

4.00 EA $35,104.07 $140,416.28

650-51-311 TRAFFIC SIGNAL, F&I, 3 SECT, 1 WAY, STD

20.00 AS $813.11 $16,262.20

653-191 PEDESTRIAN SIGNAL, F&I, LED- 8.00 AS $580.53 $4,644.24



COUNT DWN, 1

660-1-102 LOOP DETECTOR INDUCTIVE, F&I, TYPE 2

20.00 EA $175.75 $3,515.00

660-2-106 LOOP ASSEMBLY, F&I, TYPE F 20.00 AS $628.95 $12,579.00

665-11 PED DET, F&I, DET STA POLE OR CAB MTD

8.00 EA $138.19 $1,105.52

670-5-111 TRAF CNTL ASSEM, F&I, NEMA, 1 PREEMPT

1.00 AS $17,323.48 $17,323.48

700-48-18 SIGN PANELS, F & I, 15 OR < 4.00 EA $137.22 $548.88

Signalizations Component Total $215,111.16

LIGHTING COMPONENT


Description Value





3,195.36 LF $2.29 $7,317.37


874.90 LF $3.79 $3,315.87


173.65 LF $12.67 $2,200.15


6.00 EA $404.29 $2,425.74


6.00 EA $534.62 $3,207.72


6.00 EA $8,533.75 $51,202.50








EARTHWORK COMPONENT

User Input Data

Description Value

Standard Clearing and Grubbing Limits L/R 105.00 / 105.00

Incidental Clearing and Grubbing Area 0.00

Alignment Number 1

Distance 0.077Top of Structural Course For Begin Section 23.25

Top of Structural Course For End Section 28.00Horizontal Elevation For Begin Section 9.25Horizontal Elevation For End Section 12.25

Front Slope L/R 0 to 1 / 0 to 1 Median Shoulder Cross Slope L/R 4.00 % / 4.00 %

Outside Shoulder Cross Slope L/R 2.00 % / 2.00 % Roadway Cross Slope L/R 2.00 % / 2.00 %

Pay Items



120-6 EMBANKMENT 25,457.28 CY $12.67 $322,543.74


ROADWAY COMPONENT

User Input Data

Description Value



Pay Items





676.67 TN $94.58 $63,999.45


253.75 TN $102.82 $26,090.58

X-Items


339-1 MISCELLANEOUS ASPHALT PAVEMENT

18.33 TN $227.80 $4,175.57

Comment: 550 LF x 3' wide x 2" thick (100 lbs/sy*in)


375.00 LF $33.56 $12,585.00

536-1-1 GUARDRAIL- ROADWAY 375.00 LF $16.75 $6,281.25



Comment: Guardrail (LT)

536-1-3 GUARDRAIL- ROADWAY, DOUBLE FACE

175.00 LF $28.54 $4,994.50

Comment: Median Guardrail

536-8 GUARDRAIL- BRIDGE ANCHORAGE ASSEM, F&I

1.00 EA $2,048.43 $2,048.43

544-75-40 CRASH CUSHION - OPTIONAL, NON-CAPA />50

1.00 EA $15,652.12 $15,652.12

Comment: Median Guardrail Crash Cushion

EX-Items




Description Value

Asphalt Adjustment 5.00

Stabilization Code YBase Code YFriction Course Code Y

Pay Items


160-4 TYPE B STABILIZATION 177.13 SY $2.64 $467.62



33.83 TN $94.58 $3,199.64


12.69 TN $102.82 $1,304.79


Description Value

Include Thermo/Tape/Other NPavement Type AsphaltSolid Stripe No. of Paint Applications 2

Solid Stripe No. of Stripes 4Skip Stripe No. of Paint Applications 2

Skip Stripe No. of Stripes 4

Pay Items



52.00 EA $3.33 $173.16


0.62 NM $797.41 $494.39


0.62 GM $522.34 $323.85


Description Value

Off Road Bike Path(s) 0Off Road Bike Path Width L/R 12.00 / 12.00

Bike Path Structural Spread Rate 200Noise Barrier Wall Length 0.00Noise Barrier Wall Begin Height 0.00



Noise Barrier Wall End Height 0.00

Pay Items





108.56 TN $114.33 $12,411.66


SHOULDER COMPONENT

User Input Data

Description Value

Total Outside Shoulder Width L/R 9.45 / 9.45

Total Outside Shoulder Perf. Turf Width L/R 7.20 / 7.20Sidewalk Width L/R 0.00 / 0.00

Pay Items



407.09 LF $20.47 $8,333.13


407.09 LF $20.47 $8,333.13


Erosion Control

Pay Items


104-10-3 SEDIMENT BARRIER 814.18 LF $1.60 $1,302.69



19.28 LF $5.44 $104.88


1.00 EA $950.00 $950.00



107-2 MOWING 0.15 AC $21.45 $3.22


MEDIAN COMPONENT

User Input Data

Description Value



Pay Items



814.18 LF $20.97 $17,073.35





DRAINAGE COMPONENT

Pay Items






425-2-41 MANHOLES, P-7, <10' 1.00 EA $2,718.50 $2,718.50


208.00 LF $56.37 $11,724.96


24.00 LF $102.06 $2,449.44


392.00 LF $99.78 $39,113.76



SIGNING COMPONENT

Pay Items



2.00 AS $215.04 $430.08




700-23-144 OHD TRUSS CANT SGN,F&I,T>50,S>300

3.00 AS $54,590.18 $163,770.54


LIGHTING COMPONENT


Description Value





1,486.80 LF $2.29 $3,404.77


407.09 LF $3.79 $1,542.87


80.80 LF $12.67 $1,023.74


3.00 EA $404.29 $1,212.87

715-500-1 POLE CABLE DIST SYS, 3.00 EA $534.62 $1,603.86



CONVENTIONAL 715-511-140 LIGHT POLE COMP,F&I,SGL

ARM SM, AL,40' 3.00 EA $8,533.75 $25,601.25



Sequence 3 Total $914,025.70



Sequence: 4 NUR - New Construction, Undivided, Rural Net Length: 0.176 MI930 LF

Description: Fishing Pier Approach and Connection to west parking lot w/ Sidewalk

EARTHWORK COMPONENT

User Input Data

Description Value



Alignment Number 1



Front Slope L/R 6 to 1 / 6 to 1 Outside Shoulder Cross Slope L/R 6.00 % / 6.00 %


Pay Items




120-6 EMBANKMENT 11,244.98 CY $12.67 $142,473.90


ROADWAY COMPONENT

User Input Data

Description Value



Pay Items





334-1-22 SUPERPAVE ASPH CONC, TRAF B, PG76-22,PMA

235.93 TN $87.10 $20,549.50

337-7-41 ASPH CONC FC,TRAFFIC B,FC-12.5,PG 76-22

117.97 TN $106.11 $12,517.80


Description Value


Pavement Type AsphaltSolid Stripe No. of Paint Applications 2





Pay Items




25.00 EA $3.33 $83.25


0.73 NM $797.41 $582.11


0.37 GM $522.34 $193.27


SHOULDER COMPONENT

User Input Data

Description Value

Total Outside Shoulder Width L/R 5.00 / 43.00Total Outside Shoulder Perf. Turf Width L/R 3.00 / 43.00Paved Outside Shoulder Width L/R 0.00 / 0.00


Total Width (T) / 8" Overlap (O) TRumble Strips No. of Sides 0

Pay Items




X-Items




Comment: Sidwalk adjacent to Fishing Pier approach (345 SY) and Connection to west parking lot (175 SY)

Erosion Control

Pay Items






44.02 LF $5.44 $239.47


1.00 EA $950.00 $950.00


107-2 MOWING 2.13 AC $21.45 $45.69




DRAINAGE COMPONENT

Pay Items




430-174-124 PIPE CULV, OPT MATL, ROUND,24"SD

144.00 LF $63.34 $9,120.96


32.00 LF $102.06 $3,265.92

430-984-129 MITERED END SECT, OPTIONAL RD, 24" SD

8.00 EA $1,103.00 $8,824.00



SIGNING COMPONENT

Pay Items




1.00 AS $215.04 $215.04

700-20-12 SINGLE POST SIGN, F&I, 12-20 SF 4.00 AS $579.66 $2,318.64






Sequence: 5 NUU - New Construction, Undivided, Urban Net Length: 0.061 MI320 LF

Description: N. 17th Ave. at Bayfront Parkway - Tie-in to existing N. 17th Ave.Special Conditions:

Includes taper areas (accounted for with average pavement width)

EARTHWORK COMPONENT

User Input Data

Description Value


Alignment Number 1



Front Slope L/R 6 to 1 / 6 to 1 Outside Shoulder Cross Slope L/R 2.00 % / 2.00 % Roadway Cross Slope L/R 2.00 % / 2.00 %

Pay Items




120-1 REGULAR EXCAVATION 624.36 CY $6.75 $4,214.43


ROADWAY COMPONENT

User Input Data

Description Value



Pay Items





334-1-13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C

281.57 TN $85.93 $24,195.31

337-7-33 ASPH CONC FC,TRAFFIC C,FC-12.5,RUBBER

105.59 TN $104.59 $11,043.66


Description Value






Pay Items




41.00 EA $3.33 $136.53


0.36 NM $797.41 $287.07


0.36 GM $522.34 $188.04


SHOULDER COMPONENT

User Input Data

Description Value



Pay Items




319.97 LF $20.47 $6,549.79


319.97 LF $20.47 $6,549.79


Erosion Control

Pay Items






15.15 LF $5.44 $82.42


1.00 EA $950.00 $950.00



107-2 MOWING 0.07 AC $21.45 $1.50


DRAINAGE COMPONENT

Pay Items









425-2-41 MANHOLES, P-7, <10' 1.00 EA $2,718.50 $2,718.50


144.00 LF $56.37 $8,117.28


16.00 LF $102.06 $1,632.96


304.00 LF $99.78 $30,333.12



SIGNING COMPONENT

Pay Items




2.00 AS $215.04 $430.08




LIGHTING COMPONENT


Description Value





1,168.61 LF $2.29 $2,676.12


319.97 LF $3.79 $1,212.69


63.51 LF $12.67 $804.67


3.00 EA $404.29 $1,212.87


3.00 EA $534.62 $1,603.86


3.00 EA $8,533.75 $25,601.25








EARTHWORK COMPONENT

User Input Data

Description Value



Alignment Number 1





Pay Items




120-6 EMBANKMENT 2,741.86 CY $12.67 $34,739.37


ROADWAY COMPONENT

User Input Data

Description Value



Pay Items






703.77 TN $94.58 $66,562.57


263.92 TN $102.82 $27,136.25


Description Value


Stabilization Code YBase Code Y

Friction Course Code Y



Pay Items






35.19 TN $94.58 $3,328.27


13.20 TN $102.82 $1,357.22


Description Value




Pay Items




77.00 EA $3.33 $256.41


0.45 NM $797.41 $358.83


0.68 GM $522.34 $355.19


SHOULDER COMPONENT

User Input Data

Description Value



Pay Items




599.81 LF $20.47 $12,278.11


599.81 LF $20.47 $12,278.11


Erosion Control

Pay Items





104-12 STAKED TURBIDITY BARRIER- 28.40 LF $5.44 $154.50



NYL REINF PVC


1.00 EA $950.00 $950.00



107-2 MOWING 0.14 AC $21.45 $3.00


DRAINAGE COMPONENT

Pay Items







425-2-41 MANHOLES, P-7, <10' 1.00 EA $2,718.50 $2,718.50


272.00 LF $56.37 $15,332.64


24.00 LF $102.06 $2,449.44


568.00 LF $99.78 $56,675.04



SIGNING COMPONENT

Pay Items




3.00 AS $215.04 $645.12




LIGHTING COMPONENT


Description Value





2,190.66 LF $2.29 $5,016.61


599.81 LF $3.79 $2,273.28

715-2-12 LIGHTING-CONDUIT, F&I, 119.05 LF $12.67 $1,508.36



UNDER EXIST PVMT 715-14-11 LIGHTING - PULL

BOX,F&I,ROADSIDE-MOULDED4.00 EA $404.29 $1,617.16


4.00 EA $534.62 $2,138.48


4.00 EA $8,533.75 $34,135.00








EARTHWORK COMPONENT

User Input Data

Description Value



Alignment Number 1





Pay Items




120-6 EMBANKMENT 21,549.75 CY $12.67 $273,035.33


ROADWAY COMPONENT

User Input Data

Description Value



Pay Items






375.24 TN $94.58 $35,490.20


140.71 TN $102.82 $14,467.80

X-Items



521-72-4 SHLDR CONC BARRIER WALL, RIGID RETAIN

1,030.00 LF $165.29 $170,248.70




Description Value



Pay Items






18.76 TN $94.58 $1,774.32


7.04 TN $102.82 $723.85


Description Value

Include Thermo/Tape/Other NPavement Type Asphalt

Solid Stripe No. of Paint Applications 2 Solid Stripe No. of Stripes 2


Pay Items




0.35 NM $797.41 $279.09


SHOULDER COMPONENT

User Input Data

Description Value



Pay Items




Erosion Control

Pay Items






22.02 LF $5.44 $119.79




1.00 EA $950.00 $950.00



107-2 MOWING 0.11 AC $21.45 $2.36


DRAINAGE COMPONENT

Pay Items







425-2-41 MANHOLES, P-7, <10' 1.00 EA $2,718.50 $2,718.50


208.00 LF $56.37 $11,724.96


24.00 LF $102.06 $2,449.44


448.00 LF $99.78 $44,701.44



SIGNING COMPONENT

Pay Items




2.00 AS $215.04 $430.08




LIGHTING COMPONENT


Description Value

Spacing MIN

Pay Items




1,698.92 LF $2.29 $3,890.53


465.17 LF $3.79 $1,762.99


92.33 LF $12.67 $1,169.82




4.00 EA $404.29 $1,617.16


4.00 EA $534.62 $2,138.48


4.00 EA $8,533.75 $34,135.00








EARTHWORK COMPONENT

User Input Data

Description Value



Alignment Number 1





Pay Items






ROADWAY COMPONENT

User Input Data

Description Value



Pay Items






398.09 TN $94.58 $37,651.35


149.28 TN $102.82 $15,348.97


Description Value






Pay Items






39.81 TN $94.58 $3,765.23


14.93 TN $102.82 $1,535.10


Description Value




Pay Items




19.00 EA $3.33 $63.27


0.56 NM $797.41 $446.55


0.28 GM $522.34 $146.26


SHOULDER COMPONENT

User Input Data

Description Value



Pay Items




740.26 LF $20.47 $15,153.12


740.26 LF $20.47 $15,153.12


Erosion Control

Pay Items








NYL REINF PVC


1.00 EA $950.00 $950.00



107-2 MOWING 0.17 AC $21.45 $3.65


DRAINAGE COMPONENT

Pay Items







425-2-41 MANHOLES, P-7, <10' 1.00 EA $2,718.50 $2,718.50


328.00 LF $56.37 $18,489.36


32.00 LF $102.06 $3,265.92


704.00 LF $99.78 $70,245.12



SIGNING COMPONENT

Pay Items




3.00 AS $215.04 $645.12




LIGHTING COMPONENT


Description Value





2,703.62 LF $2.29 $6,191.29


740.26 LF $3.79 $2,805.59







5.00 EA $534.62 $2,673.10


5.00 EA $8,533.75 $42,668.75








EARTHWORK COMPONENT

User Input Data

Description Value



Alignment Number 1





Pay Items






ROADWAY COMPONENT

User Input Data

Description Value



Pay Items






190.81 TN $94.58 $18,046.81


71.55 TN $102.82 $7,356.77


Description Value






Pay Items






9.54 TN $94.58 $902.29


3.58 TN $102.82 $368.10


Description Value




Pay Items




8.00 EA $3.33 $26.64


0.37 NM $797.41 $295.04


0.12 GM $522.34 $62.68


SHOULDER COMPONENT

User Input Data

Description Value



Pay Items




325.25 LF $20.47 $6,657.87


325.25 LF $20.47 $6,657.87


Erosion Control

Pay Items








NYL REINF PVC


1.00 EA $950.00 $950.00



107-2 MOWING 0.07 AC $21.45 $1.50


DRAINAGE COMPONENT

Pay Items







425-2-41 MANHOLES, P-7, <10' 1.00 EA $2,718.50 $2,718.50


144.00 LF $56.37 $8,117.28


16.00 LF $102.06 $1,632.96


312.00 LF $99.78 $31,131.36



SIGNING COMPONENT

Pay Items

Pay item Description Quantity Unit Unit Price

Extended Amount


2.00 AS $215.04 $430.08




LIGHTING COMPONENT


Description Value





1,187.89 LF $2.29 $2,720.27


325.25 LF $3.79 $1,232.70

715-2-12 LIGHTING-CONDUIT, F&I, 64.56 LF $12.67 $817.98






3.00 EA $534.62 $1,603.86


3.00 EA $8,533.75 $25,601.25






Sequence: 10 MIS - Miscellaneous Construction Net Length:

6.854 MI36,188 LF

Description: NB and SB Bridge, N 17th Ave Flyover and Overpass, Fishing PierSpecial Conditions:

Includes lighting for NB and SB Bridge, N 17th Ave Flyover and Overpass, Fishing Pier --> Quantified as convential roadway lighting.

LIGHTING COMPONENT


Description Value





132,168.68 LF $2.29 $302,666.28


36,188.06 LF $3.79 $137,152.75


7,182.78 LF $12.67 $91,005.82


240.00 EA $404.29 $97,029.60


240.00 EA $534.62 $128,308.80


240.00 EA $8,533.75 $2,048,100.00

Subcomponent Total $2,804,263.25

Lighting Component Total $2,804,263.25

BRIDGES COMPONENT

Bridge PBBNBE

Description Value

Estimate Type SF Estimate

Primary Estimate YESLength (LF) 16,196.22Width (LF) 72.04

Type Medium LevelCost Factor 1.51

Structure No.Removal of Existing Structures area 0.00Default Cost per SF $110.00

Factored Cost per SF $166.10Final Cost per SF $182.87

Basic Bridge Cost $193,801,441.91Description NB BRIDGE OVER PENSACOLA BAY - CENTRAL-EAST

ALTERNATIVE *INCLUDES REMOVAL OF EXISTING BRIDGE*

Bridge Pay Items


400-2-10 CONC CLASS II, APPROACH SLABS

160.09 CY $400.51 $64,117.65

415-1-9 REINF STEEL- APPROACH SLABS 28,015.75 LB $0.88 $24,653.86

Bridge EX-Items




110-3 REMOVAL OF EXISTING STRUCTURES

970,978.00 SF $20.00 $19,419,560.00

700-23-144 OVERHEAD TRUSS CANTILEVER SIGN,FURNISH & INSTALL TRUSS LENGTH > 50, SIGN AREA >3

1.00 AS $54,590.18 $54,590.18

Bridge PBBNBE Total $213,364,363.60

Bridge PBBSBE

Description ValueEstimate Type SF Estimate





Basic Bridge Cost $193,784,330.75

Description SB BRIDGE OVER PENSACOLA BAY - CENTRAL-EAST ALTERNATIVE *INCLUDES REMOVAL OF SB PORTION OF EXISTING BRIDGE*

Bridge Pay Items



160.09 CY $400.51 $64,117.65


Bridge PBBSBE Total $193,873,102.26

Bridge PBBFOE

Description Value

Estimate Type SF EstimatePrimary Estimate YESLength (LF) 1,109.00

Width (LF) 32.06Type Elevated Roadway

Cost Factor 1.08Structure No.Removal of Existing Structures area 0.00

Default Cost per SF $157.00Factored Cost per SF $169.56

Final Cost per SF $170.67


Description FLYOVER CONNECTION FROM N 17TH AVE TO SB BRIDGE OVER PENSACOLA BAY - CENTRAL-EAST ALTERNATIVE

Bridge Pay Items



71.24 CY $400.51 $28,532.33




Bridge PBBFOE Total $6,068,131.09

Bridge PBBFPE

Description Value



Type Low LevelCost Factor 0.99




Description FISHING PIER PARALLEL TO PENSACOLA BAY BRIDGE *INCLUDES REMOVAL OF EXISTING FISHING PIER

Bridge Pay Items



57.78 CY $400.51 $23,141.47


Bridge EX-Items



63,096.00 SF $20.00 $1,261,920.00

Comment: Existing fishing pier

Bridge PBBFPE Total $8,626,521.11

Bridge PBBOPE

Description Value

Estimate Type SF EstimatePrimary Estimate YESLength (LF) 51.60

Width (LF) 30.00Type Overpass Bridge

Cost Factor 1.54Structure No.Removal of Existing Structures area 0.00

Default Cost per SF $110.00Factored Cost per SF $169.40

Final Cost per SF $193.28

Basic Bridge Cost $262,231.20Description N 17TH AVE FLYOVER OVERPASS AT E GREGORY ST

Bridge Pay Items



66.67 CY $400.51 $26,702.00




Bridge PBBOPE Total $299,200.38

Bridges Component Total $422,231,318.44

RETAINING WALLS COMPONENT

EX-Items


548-XX ROADWAY RETAINING WALL (BRIDGE ABUTMENT)

4,390.00 SF $55.00 $241,450.00

Comment: PENSACOLA ABUTMENT 2344SF, GULF BREEZE ABUTMENT 2046SF

Retaining Walls Component Total $241,450.00

Sequence 10 Total $425,277,031.69




0.000 MI0 LF


ROADWAY COMPONENT

X-Items



102-71-11 BARRIER WALL,TEMP,F&I,CONCRETE

32,391.00 LF $22.42 $726,206.22

Comment: Assume Barrier wall on outside edge of travel for each direction along entire length of bridge (2.96 MI)

102-89-7 TEMPORARY CRASH CUSHION, REDIR OPT, NO C

4.00 LO $1,100.00 $4,400.00

Comment: Assume Barrier wall on outside edge of travel for each direction along entire length of bridge - 2 EA Crash Cushion per approach

EX-Items



548-XX RETAINING WALL SYSTEM 33,748.00 SF $55.00 $1,856,140.00

Comment: 17th Ave. 1)Overpass - 6248 SF 2)Flyover Approach - 11435 SF Bayfront Pkwy 1)Roadway (RT) -1847 SF 2)Multi Use Trail (LT) - 14218 SF

548-XXX RETAINING WALL SYSTEM -SEAWALL

1,180.00 LF $650.00 $767,000.00

Comment: Bayfront Pkwy. 1) Seawall 2 (RT) - 1180 LF

Roadway Component Total $3,353,746.22

DRAINAGE COMPONENT

X-Items



530-3-3 RIPRAP- RUBBLE, BANK AND SHORE

718.00 TN $80.53 $57,820.54

Comment: Seawall 1 (RT) - 546 TN Abutment (Flyover) -37 TN Abutment (Bridge) - 103 TN Abutment (Fishing Pier) - 32 TN

530-74 BEDDING STONE 195.00 TN $85.15 $16,604.25

Comment: Seawall 1 (RT) - 136 TN Abutment (Flyover) -13 TN Abutment (Bridge) - 35 TN Abutment (Fishing Pier) -11 TN





Sequence: 12 NDU - New Construction, Divided, Urban Net Length:

0.123 MI648 LF

Description: Central East Gulf Breeze bridge approach STA 474+25.25 to 480+73.Special Conditions:

Roadway component includes additional lane for turn lane.

EARTHWORK COMPONENT

User Input Data

Description Value


Alignment Number 1





Pay Items



120-6 EMBANKMENT 28,004.33 CY $12.67 $354,814.86


ROADWAY COMPONENT

User Input Data

Description Value



Pay Items





1,472.79 TN $94.58 $139,296.48


552.30 TN $102.82 $56,787.49

X-Items



31.30 TN $227.80 $7,130.14

Comment: (919' GUARDRAIL + 2*10' APPROACH PAD) * 3' WIDE * 2" THICK * 100 LB/SY-IN




750.00 LF $33.56 $25,170.00

Comment: 375' LT, 375' RT


Comment: 325' RT, 369' LT


225.00 LF $28.54 $6,421.50

Comment: 225' MEDIAN GUARDRAIL

536-85-25 GUARDRAIL END ANCHORAGE ASSEM- TYPE II

1.00 EA $945.20 $945.20

Comment: END ANCHORAGE RT


1.00 EA $15,652.12 $15,652.12

Comment: MEDIAN CRASH CUSION


Description Value

Asphalt Adjustment 1.00Stabilization Code YBase Code Y


Pay Items





14.73 TN $94.58 $1,393.16


5.52 TN $102.82 $567.57


Description Value




Pay Items



83.00 EA $3.33 $276.39


1.23 NM $797.41 $980.81


0.98 GM $522.34 $511.89


Description Value


Off Road Bike Path Width L/R 12.00 / 12.00Bike Path Structural Spread Rate 200Noise Barrier Wall Length 0.00



Noise Barrier Wall Begin Height 0.00Noise Barrier Wall End Height 0.00

Pay Items





172.76 TN $114.33 $19,751.65


SHOULDER COMPONENT

User Input Data

Description Value



Pay Items



647.86 LF $20.47 $13,261.69


647.86 LF $20.47 $13,261.69


EX-Items


536-6 GUARDRAIL- PIPE RAIL 694.00 LF $20.00 $13,880.00

Comment: GUARDRAIL RT 325', GUARDRAIL LT 369'

Erosion Control

Pay Items





30.68 LF $5.44 $166.90


1.00 EA $950.00 $950.00



107-2 MOWING 3.12 AC $21.45 $66.92


MEDIAN COMPONENT

User Input Data

Description Value





Pay Items



1,295.71 LF $20.97 $27,171.04



DRAINAGE COMPONENT

Pay Items






425-2-41 MANHOLES, P-7, <10' 1.00 EA $2,718.50 $2,718.50


328.00 LF $56.37 $18,489.36


32.00 LF $102.06 $3,265.92


616.00 LF $99.78 $61,464.48



SIGNING COMPONENT

Pay Items



3.00 AS $215.04 $645.12





LIGHTING COMPONENT


Description Value

Spacing MIN

Pay Items




2,366.15 LF $2.29 $5,418.48


647.86 LF $3.79 $2,455.39




128.59 LF $12.67 $1,629.24


5.00 EA $404.29 $2,021.45


5.00 EA $534.62 $2,673.10


5.00 EA $8,533.75 $42,668.75






Sequence: 13 WDU - Widen/Resurface, Divided, Urban Net Length:

0.147 MI776 LF

Description: Central East Gulf Breeze STA 480+73 to 487+76Special Conditions:

Roadway component includes an additional existing lane to account for the turn lanes that are the entire length of the sequence. This is counted under the mill and resurface width due to the fact that the turn lanes are existing.

EARTHWORK COMPONENT

User Input Data

Description Value



Alignment Number 1Distance 0.147Top of Structural Course For Begin Section 14.25

Top of Structural Course For End Section 9.50Horizontal Elevation For Begin Section 10.00

Horizontal Elevation For End Section 9.50Existing Front Slope L/R 6 to 1 / 6 to 1 Existing Median Shoulder Cross Slope L/R 4.00 % / 4.00 %

Existing Outside Shoulder Cross Slope L/R 2.00 % / 2.00 % Front Slope L/R 6 to 1 / 6 to 1

Median Shoulder Cross Slope L/R 4.00 % / 4.00 % Outside Shoulder Cross Slope L/R 2.00 % / 2.00 % Roadway Cross Slope L/R 2.00 % / 2.00 %

Pay Items




120-2-2 BORROW EXCAVATION, TRUCK MEASURE

272.52 CY $9.04 $2,463.58


ROADWAY COMPONENT

User Input Data

Description Value

Number of Lanes 6Existing Roadway Pavement Width L/R 40.00 / 45.00


Widened Outside Pavement Width L/R 25.00 / 14.00Widened Inside Pavement Width L/R 0.00 / 0.00Widened Structural Spread Rate 440

Widened Friction Course Spread Rate 165

Pay Items





327-70-5 MILLING EXIST ASPH PAVT, 2" 7,330.40 SY $3.35 $24,556.84



AVG DEPTH


1,612.69 TN $94.58 $152,528.22


739.94 TN $94.58 $69,983.53


604.76 TN $102.82 $62,181.42


277.48 TN $102.82 $28,530.49

X-Items




2.00 TN $227.80 $455.60

Comment: (50' GUARDRAIL RT + 10' APPROACH PAD) * 3' WIDE * 2" * 100 LB/SY-IN

536-1-1 GUARDRAIL- ROADWAY 50.00 LF $16.75 $837.50

Comment: RT 50'

536-85-22 GUARDRAIL END ANCHORAGE ASSEMBLY- FLARED

1.00 EA $1,733.03 $1,733.03

Comment: RT- FLARED END ANCHORAGE

EX-Items




Comment: GUARDRAIL LT 50'


Description Value


Milling Code YStabilization Code YBase Code Y


Pay Items





327-70-5 MILLING EXIST ASPH PAVT, 2" AVG DEPTH

293.22 SY $3.35 $982.29


64.51 TN $94.58 $6,101.36


24.19 TN $102.82 $2,487.22


Description Value






Pay Items




99.00 EA $3.33 $329.67


1.47 NM $797.41 $1,172.19


1.18 GM $522.34 $616.36


Description Value




Pay Items






47.43 TN $114.33 $5,422.67


SHOULDER COMPONENT

User Input Data

Description Value

Existing Total Outside Shoulder Width L/R 15.00 / 15.00New Total Outside Shoulder Width L/R 15.25 / 15.25


Pay Items




776.16 LF $20.47 $15,888.00


776.16 LF $20.47 $15,888.00



Erosion Control

Pay Items

Pay item Description Quantity Unit Unit Extended Amount



Price




14.70 LF $5.44 $79.97


1.00 EA $950.00 $950.00



107-2 MOWING 1.28 AC $21.45 $27.46


MEDIAN COMPONENT

User Input Data

Description Value



Pay Items




X-Items




1,355.00 LF $20.97 $28,414.35

Comment: New median curb.


DRAINAGE COMPONENT

Pay Items







88.00 LF $56.37 $4,960.56


24.00 LF $102.06 $2,449.44



SIGNING COMPONENT

Pay Items






4.00 AS $215.04 $860.16


700-20-40 SINGLE POST SIGN, RELOCATE 1.00 AS $41.52 $41.52

700-20-60 SINGLE POST SIGN, REMOVE 4.00 AS $19.79 $79.16


700-21-60 MULTI- POST SIGN, REMOVE 1.00 AS $232.95 $232.95


LIGHTING COMPONENT


Description Value





2,834.75 LF $2.29 $6,491.58


776.16 LF $3.79 $2,941.65


154.06 LF $12.67 $1,951.94


6.00 EA $404.29 $2,425.74


6.00 EA $534.62 $3,207.72


6.00 EA $8,533.75 $51,202.50







0.117 MI620 LF

Description: Central East Gulf Breeze STA 487+76 to 493+96 Mill and Resurface, add turn lanes as widening

EARTHWORK COMPONENT

User Input Data

Description Value



Alignment Number 1



Existing Front Slope L/R 6 to 1 / 6 to 1 Existing Median Shoulder Cross Slope L/R 4.00 % / 4.00 %

Existing Outside Shoulder Cross Slope L/R 2.00 % / 2.00 % Front Slope L/R 6 to 1 / 6 to 1 Median Shoulder Cross Slope L/R 4.00 % / 4.00 %


Pay Items




120-1 REGULAR EXCAVATION 1,062.55 CY $6.75 $7,172.21


ROADWAY COMPONENT

User Input Data

Description Value

Number of Lanes 6

Existing Roadway Pavement Width L/R 42.00 / 36.00Structural Spread Rate 440

Friction Course Spread Rate 165Widened Outside Pavement Width L/R 0.00 / 0.00Widened Inside Pavement Width L/R 12.00 / 0.00

Widened Structural Spread Rate 440Widened Friction Course Spread Rate 165

Pay Items






5,372.22 SY $3.35 $17,996.94


1,181.89 TN $94.58 $111,783.16

334-1-24 SUPERPAVE ASPH CONC, TRAF 181.83 TN $94.58 $17,197.48



D, PG76-22,PMA


443.21 TN $102.82 $45,570.85


68.19 TN $102.82 $7,011.30


Description Value

Asphalt Adjustment 2.00Milling Code N


Pay Items




285-709 OPTIONAL BASE,BASE GROUP 09 16.98 SY $23.34 $396.31


23.64 TN $94.58 $2,235.87


8.86 TN $102.82 $910.99


Description Value




Pay Items




79.00 EA $3.33 $263.07


0.94 NM $797.41 $749.57


0.94 GM $522.34 $491.00


SHOULDER COMPONENT

User Input Data

Description Value



Pay Items






619.87 LF $20.47 $12,688.74


619.87 LF $20.47 $12,688.74



Erosion Control

Pay Items






11.74 LF $5.44 $63.87


1.00 EA $950.00 $950.00



107-2 MOWING 0.22 AC $21.45 $4.72


MEDIAN COMPONENT

User Input Data

Description Value


Pay Items




X-Items




889.00 LF $20.97 $18,642.33


DRAINAGE COMPONENT

Pay Items






430-175-124 PIPE CULV, OPT MATL, ROUND, 64.00 LF $56.37 $3,607.68



24"S/CD


24.00 LF $102.06 $2,449.44



SIGNING COMPONENT

Pay Items




3.00 AS $215.04 $645.12







LIGHTING COMPONENT


Description Value

Spacing MIN

Pay Items




2,263.94 LF $2.29 $5,184.42


619.87 LF $3.79 $2,349.31


123.04 LF $12.67 $1,558.92


5.00 EA $404.29 $2,021.45


5.00 EA $534.62 $2,673.10


5.00 EA $8,533.75 $42,668.75






Sequence: 15 NUU - New Construction, Undivided, Urban Net Length:

0.094 MI498 LF

Description: Central East Wayside Park driveway new constructionSpecial Conditions:

Assumed 2- 12' lanes, Type F curb, 1' grass and 3' sidewalk to account 306' of 5' sidewalk on one side.

EARTHWORK COMPONENT

User Input Data

Description Value


Alignment Number 1




Pay Items




120-6 EMBANKMENT 968.38 CY $12.67 $12,269.37


ROADWAY COMPONENT

User Input Data

Description Value



Pay Items





334-1-23 SUPERPAVE ASPH CONC, TRAF C, PG76-22,PMA

219.08 TN $87.24 $19,112.54

337-7-43 ASPH CONC FC,TRAFFIC C,FC-12.5,PG 76-22

109.54 TN $97.34 $10,662.62


Description Value






Pay Items




13.00 EA $3.33 $43.29


0.57 NM $797.41 $454.52


SHOULDER COMPONENT

User Input Data

Description Value



Pay Items




497.90 LF $20.47 $10,192.01



Erosion Control

Pay Items






23.58 LF $5.44 $128.28


1.00 EA $950.00 $950.00



107-2 MOWING 0.11 AC $21.45 $2.36


DRAINAGE COMPONENT

Pay Items









425-2-41 MANHOLES, P-7, <10' 1.00 EA $2,718.50 $2,718.50


224.00 LF $56.37 $12,626.88


24.00 LF $102.06 $2,449.44


472.00 LF $99.78 $47,096.16



SIGNING COMPONENT

Pay Items




2.00 AS $215.04 $430.08




LIGHTING COMPONENT


Description Value

Spacing MIN

Pay Items




1,818.48 LF $2.29 $4,164.32


497.90 LF $3.79 $1,887.04


98.83 LF $12.67 $1,252.18


4.00 EA $404.29 $1,617.16


4.00 EA $534.62 $2,138.48


4.00 EA $8,533.75 $34,135.00







0.087 MI458 LF

Description: Central East Boat Launch driveway new constructionSpecial Conditions:

Assumed 2- 12' lanes, Type F curb, 3' grass and 5' sidewalk each side.

EARTHWORK COMPONENT

User Input Data

Description Value


Alignment Number 1




Pay Items




120-6 EMBANKMENT 2,140.14 CY $12.67 $27,115.57


ROADWAY COMPONENT

User Input Data

Description Value



Pay Items






201.42 TN $87.24 $17,571.88


100.71 TN $97.34 $9,803.11

X-Items




540.00 LF $33.56 $18,122.40

Comment: ON TOP OF RETAINING WALL




Description Value




Pay Items




12.00 EA $3.33 $39.96


0.52 NM $797.41 $414.65


SHOULDER COMPONENT

User Input Data

Description Value



Pay Items




457.78 LF $20.47 $9,370.76


457.78 LF $20.47 $9,370.76



Erosion Control

Pay Items






21.68 LF $5.44 $117.94


1.00 EA $950.00 $950.00



107-2 MOWING 0.10 AC $21.45 $2.14




DRAINAGE COMPONENT

Pay Items







425-2-41 MANHOLES, P-7, <10' 1.00 EA $2,718.50 $2,718.50


208.00 LF $56.37 $11,724.96


24.00 LF $102.06 $2,449.44


440.00 LF $99.78 $43,903.20



SIGNING COMPONENT

Pay Items




2.00 AS $215.04 $430.08




LIGHTING COMPONENT


Description Value

Spacing MIN

Pay Items




1,671.92 LF $2.29 $3,828.70


457.78 LF $3.79 $1,734.99


90.86 LF $12.67 $1,151.20


4.00 EA $404.29 $1,617.16


4.00 EA $534.62 $2,138.48


4.00 EA $8,533.75 $34,135.00






0.081 MI430 LF

Description: Boat Launch and under bridge parking with sidewalks (to curve end at BL and Wayside Park driveways)

EARTHWORK COMPONENT

User Input Data

Description Value


Alignment Number 1Distance 0.081

Top of Structural Course For Begin Section 7.50Top of Structural Course For End Section 7.00Horizontal Elevation For Begin Section 15.00

Horizontal Elevation For End Section 14.00Front Slope L/R 6 to 1 / 6 to 1


Pay Items






ROADWAY COMPONENT

User Input Data

Description Value

Number of Lanes 6

Roadway Pavement Width L/R 116.00 / 117.00Structural Spread Rate 330Friction Course Spread Rate 165

Pay Items






1,835.93 TN $87.24 $160,166.53


917.96 TN $97.34 $89,354.23

X-Items




326.00 TN $227.80 $74,262.80

Comment: UNDER BRIDGE BAYS: 3253 SY * 2" THICK *100LB/SY-IN




Description Value




Pay Items




77.00 EA $3.33 $256.41


0.33 NM $797.41 $263.15


0.81 GM $522.34 $423.10


SHOULDER COMPONENT

User Input Data

Description Value



X-Items




3,719.00 LF $20.47 $76,127.93

Comment: OUTSIDE EDGE 1126', BAY 1 467', BAY 2 557', BAY 3 647', ABUTMENT 444', BL MEDIAN 1 98', BL MEDIAN 2 122', BL MEDIAN 3 123', BL MEDIAN 4 135'


Comment: WATER SIDEWALK 408'*5 + UNDER BRIDGE SIDEWALK 602'*5 + UNDER BRIDGE BAYS (186+361+216)*5


Comment: BL BAYS 830SF + 1152SF + 532SF + 913SF, WAYSIDE RAMP INFIELDS 4135SF + 552SF, BL RAMP INFILEDS 4511SF + 1971SF

Erosion Control

Pay Items






20.35 LF $5.44 $110.70




1.00 EA $950.00 $950.00



107-2 MOWING 0.10 AC $21.45 $2.14


DRAINAGE COMPONENT

Pay Items







425-2-41 MANHOLES, P-7, <10' 1.00 EA $2,718.50 $2,718.50


192.00 LF $56.37 $10,823.04


16.00 LF $102.06 $1,632.96


408.00 LF $99.78 $40,710.24



SIGNING COMPONENT

Pay Items




2.00 AS $215.04 $430.08




LIGHTING COMPONENT


Description Value

Spacing MIN

Pay Items


Price Extended Amount


1,569.72 LF $2.29 $3,594.66


429.79 LF $3.79 $1,628.90


85.31 LF $12.67 $1,080.88




3.00 EA $404.29 $1,212.87


3.00 EA $534.62 $1,603.86


3.00 EA $8,533.75 $25,601.25







0.000 MI0 LF

Description: GB CENTRAL EAST MISC X ITEMS FOR RIP RAP, VARIOUS WALL QUANTITIES, ETC.

DRAINAGE COMPONENT

X-Items



514-71-2 PLASTIC FILTER FABRIC, STABILIZATION

3,722.00 SY $4.49 $16,711.78

Comment: BL DRIVEWAY SEA WALL AND RETAINING WALL 1251SY , SB RETAINING WALL 548SY, NB RETAINING WALL 653SY, SR 30 GB APPROACH ABUTMENT 1270SY


6,489.00 TN $80.53 $522,559.17

Comment: BL DRIVEWAY SEA WALL AND RETAINING WALL 2180TN , SB RETAINING WALL 956TN, NB RETAINING WALL 1138TN, SR 30 GB APPROACH ABUTMENT 2215TN

530-74 BEDDING STONE 1,928.00 TN $85.15 $164,169.20




EX-Items



548-XX RETAINING WALL ITEM 12,357.00 SF $55.00 $679,635.00

Comment: GB RETAINING WALL BL DRIVEWAY 1616SF, GB RETAINING WALL MAINLINE RT 4893SF, GB RETAINING WALL MAINLINE LT 5848SF

548-XXX SEA WALL 287.00 LF $1,301.00 $373,387.00

Comment: SEAWALL RIGHT OF BOAT LAUNCH DRIVEWAY TO 1ST CURVE 162+100+25'

Retaining Walls Component Total $1,053,022.00





0.000 MI0 LF


INTELLIGENT TRAFFIC SYSTEM (ITS) COMPONENT

Description of Work

X-Items


555-1-1 DIRECTIONAL BORE, LESS THAN 6"

3,000.00 LF $14.26 $42,780.00

782-1-11 ITS CCTV CAMERA, F&I, DOME ENCL-PRES.

6.00 EA $6,271.55 $37,629.30

783-1-123 ITS FIBER OPTIC CABLE, F& I, UG,49-96

20,000.00 LF $1.70 $34,000.00

783-3-11 ITS FIBER OPTIC CONN HDWR, SPL ENCL

2.00 EA $80.00 $160.00

783-4-111 ITS CONDUIT, F& I, ABOVEGROUND

15,840.00 LF $8.53 $135,115.20

783-4-112 ITS CONDUIT, F& I, UNDERGROUND

3,000.00 LF $2.50 $7,500.00

783-6-1 ITS SPLICE BOX FOR FIBER OPTIC CABL, F&I

2.00 EA $1,942.48 $3,884.96

783-7-1 ITS PULL & JUNCTION BOX, F&I 20.00 EA $437.36 $8,747.20

785-1-14 ITS POLE, F&I, STEEL W/O LOWERING DEVICE

15.00 EA $26,750.00 $401,250.00

785-2-111 ITS FIELD CABINET,F&I,TYP 336, POLE MT

10.00 EA $8,955.00 $89,550.00

786-1-11 ITS VEHICLE DETECTION SYS,F&I, MICROWAVE

15.00 EA $3,793.10 $56,896.50

786-1-19 ITS VEHICLE DETECTION SYS,F&I, SPECIAL

1.00 EA $29,727.60 $29,727.60

EX-Items


780-1-11 IT ELECTRICAL POWER SERVICE 2.00 EA $4,301.51 $8,603.02

780-1-12 ITS ELECTRICAL POWER SERVICE WIRE F&I

20,000.00 LF $1.45 $29,000.00

781-11-232 DMS & STRUCTURE F&I 6.00 EA $150,000.00 $900,000.00

781-3-121 ITS ROAD WEATHER INFORMATION F&I

1.00 EA $55,069.57 $55,069.57

783-4-12C FIBER OPTIC MARKER POST F&I 8.00 EA $1,000.00 $8,000.00

784-1-1 ITS MANAGED FIELD ETHERNET SWITCH F&I

10.00 EA $2,103.38 $21,033.80

784-2-1 ITS DEVICE SERVER F&I 21.00 EA $862.84 $18,119.64

Intelligent Traffic System (ITS) Component Total $1,887,066.79





0.000 MI0 LF


BRIDGES COMPONENT

Bridge FENDER

Description Value


Primary Estimate YESLength (LF) 20.00Width (LF) 20.00



Factored Cost per SF $110.00Final Cost per SF $3,385.45

Basic Bridge Cost $44,000.00

Description BRIDGE FENDER SYSTEM

Bridge Pay Items



44.44 CY $400.51 $17,798.66


Bridge X-Items


455-34-2 PRESTRESSED CONCRETE PILING, 14" SQ.

11,600.00 LF $43.07 $499,612.00

471-1-1 FENDER SYS,PLASTIC MARINE LUMBER,REINF

40.50 MB $15,112.74 $612,065.97

471-1-2 FENDER SYS,PLASTIC MARINE LUMBER, NR

12.20 MB $14,250.68 $173,858.30

Bridge FENDER Total $1,354,178.69






0.000 MI0 LF


ROADWAY COMPONENT

EX-Items


400-X COLORED CONCRETE 1.00 LS $16,828,000.00 $16,828,000.00

515-X DECORATIVE ALUMINUM PICKET RAILING

1.00 LS $1,596,224.00 $1,596,224.00

715-X PIER LIGHTING 1.00 LS $1,164,000.00 $1,164,000.00





Date: 4/5/2013 5:13:45 PM






Project Manager:




102-1 Maintenance of Traffic 1.44 % $6,704,079.99

101-1 Mobilization 10.00 % $47,226,519.06



Justification for high %:

Complex MOT due to nature of project

Design/Build 9.50 % $49,351,712.41

Non-Bid Components:


999-25 INITIAL CONTINGENCY AMOUNT (DO NOT BID)

LS $150,000.00 $150,000.00

Project Non-Bid Subtotal $150,000.00




LONG RANGE ESTIMATE CENTRAL WEST ALTERNATIVE


Date: 4/5/2013 5:06:05 PM

FDOT Long Range Estimating System - ProductionR1: Project Summary without Components Report




Project Manager:

Version 2 Project Grand Total $558,765,390.67

Description: Pensacola Bay Bridge - Central West Alternative - Flyover Option







Sequence 4 NUR Total $312,947.46

Description: Fishing Pier connection to west parking lot and Sidewalk connection to West shared-use path


Description: N. 17th Ave. - Tie-in to existing N. 17th Ave.










Description: NB and SB Bridge, N 17th Ave Flyover and Overpass, Demo of existing bridge






Description: Central West Gulf Breeze bridge approach STA 475+16.63 to 480+73.


Description: Central West Gulf Breeze STA 480+73 to 487+76


Description: Central West Gulf Breeze STA 487+76 to 493+96 Mill and Resurface, add turn lanes as widening


Description: Wayside Park driveway reconstruction


Description: Boat Launch driveway new construction

Sequence 17 NUU Total $1,007,491.05

Description: Boat Launch and under bridge parking with sidewalks (Full length to Wayside Park turnout, and to curve end at BL driveway)


Description: GB CENTRAL WEST MISC X ITEMS FOR RIP RAP, VARIOUS WALL QUANTITIES, ETC.








Maintenance of Traffic 1.14 % $5,227,427.22Mobilization 10.00 % $46,377,367.43


Project Unknowns 0.00 % $0.00Design/Build 9.50 % $48,464,348.96





Date: 4/5/2013 5:13:46 PM






Project Manager:






EARTHWORK COMPONENT

User Input Data

Description Value


Alignment Number 1





Pay Items


Amount


120-6 EMBANKMENT 4,885.14 CY $12.67 $61,894.72


ROADWAY COMPONENT

User Input Data

Description Value





Pay Items


Amount




1,532.90 TN $94.58 $144,981.68


574.84 TN $102.82 $59,105.05

X-Items


Amount


16.67 TN $227.80 $3,797.43



500.00 LF $33.56 $16,780.00


Comment: Along shared-use path (RT)


1.00 EA $1,680.39 $1,680.39

EX-Items


Amount



Description Value




Pay Items


Amount


108.00 EA $3.33 $359.64


0.91 NM $797.41 $725.64


1.37 GM $522.34 $715.61


Description Value






Pay Items


Amount




80.40 TN $114.33 $9,192.13


SHOULDER COMPONENT

User Input Data

Description Value



Pay Items



602.98 LF $20.47 $12,343.00


602.98 LF $20.47 $12,343.00


X-Items


Amount


600.00 LF $20.47 $12,282.00

Comment: Divergence of BAyfront Pkwy and E. Gregory St


Comment: 195 SY (LT)

Erosion Control

Pay Items


Amount




28.55 LF $5.44 $155.31


1.00 EA $950.00 $950.00



107-2 MOWING 2.91 AC $21.45 $62.42




MEDIAN COMPONENT

User Input Data

Description Value



Pay Items


Amount


1,205.95 LF $20.97 $25,288.77



DRAINAGE COMPONENT

Pay Items


Amount





425-2-41 MANHOLES, P-7, <10' 1.00 EA $2,718.50 $2,718.50


304.00 LF $56.37 $17,136.48


32.00 LF $102.06 $3,265.92


576.00 LF $99.78 $57,473.28


EX-Items


Amount

POND GABARONNE SWAMP POND 1.00 LS $3,000,000.00 $3,000,000.00


SIGNING COMPONENT

Pay Items


Amount


3.00 AS $215.04 $645.12







LIGHTING COMPONENT


Description Value





2,202.23 LF $2.29 $5,043.11


602.98 LF $3.79 $2,285.29


119.68 LF $12.67 $1,516.35


4.00 EA $416.93 $1,667.72


4.00 EA $534.62 $2,138.48


4.00 EA $8,533.75 $34,135.00









EARTHWORK COMPONENT

User Input Data

Description Value


Alignment Number 1





Pay Items



120-6 EMBANKMENT 56,651.41 CY $12.67 $717,773.36


ROADWAY COMPONENT

User Input Data

Description Value



Pay Items





1,898.16 TN $94.58 $179,527.97


711.81 TN $102.82 $73,188.30

X-Items



37.33 TN $227.80 $8,503.77


515-2-221 PED/BICYCLE RAILING, STEEL,54" 1,120.00 LF $33.56 $37,587.20



TYPE 1


450.00 LF $165.29 $74,380.50

Comment: approx. sta. 305+00 to 309+50 (RT)

536-1-1 GUARDRAIL- ROADWAY 1,120.00 LF $16.75 $18,760.00

Comment: Along shared-use path: 500 LF (RT), 620 LF (LT)

536-82 GUARDRAIL ANCHORAGE- CONC BARRIER

1.00 EA $1,004.88 $1,004.88

EX-Items


536-6 GUIDERAIL - PIPE RAIL 1,120.00 LF $20.00 $22,400.00


Description Value



Pay Items





189.82 TN $94.58 $17,953.18


71.18 TN $102.82 $7,318.73


Description Value




Pay Items



121.00 EA $3.33 $402.93


2.16 NM $797.41 $1,722.41


1.44 GM $522.34 $752.17


Description Value






Pay Items





253.30 TN $114.33 $28,959.79


SHOULDER COMPONENT

User Input Data

Description Value



Pay Items



949.87 LF $20.47 $19,443.84


949.87 LF $20.47 $19,443.84


Erosion Control

Pay Items





44.98 LF $5.44 $244.69


1.00 EA $950.00 $950.00



107-2 MOWING 0.34 AC $21.45 $7.29


MEDIAN COMPONENT

User Input Data

Description Value



Pay Items



1,899.74 LF $20.97 $39,837.55





DRAINAGE COMPONENT

Pay Items






425-2-41 MANHOLES, P-7, <10' 1.00 EA $2,718.50 $2,718.50


480.00 LF $56.37 $27,057.60


48.00 LF $102.06 $4,898.88


904.00 LF $99.78 $90,201.12



SIGNING COMPONENT

Pay Items



5.00 AS $215.04 $1,075.20






Signalization 1

Description Value

Type 6 Lane Mast ArmMultiplier 1

Description Signal at intersection of N. 17th Ave and E. Gregory St.

Pay Items




632-7-1 SIGNAL CABLE, FURNISH & INSTALL

1.00 PI $1,561.74 $1,561.74


22.00 EA $326.84 $7,190.48

639-1-22 ELECT POWER SERV,UG,PUR 1.00 AS $1,371.36 $1,371.36



CONT



1.00 EA $831.84 $831.84


1.00 EA $1,063.54 $1,063.54


4.00 EA $35,104.07 $140,416.28


20.00 AS $813.11 $16,262.20

653-191 PEDESTRIAN SIGNAL, F&I, LED-COUNT DWN, 1

8.00 AS $580.53 $4,644.24


20.00 EA $175.75 $3,515.00



8.00 EA $138.19 $1,105.52


1.00 AS $17,323.48 $17,323.48



LIGHTING COMPONENT


Description Value

Spacing MIN

Pay Items




3,469.19 LF $2.29 $7,944.45


949.87 LF $3.79 $3,600.01


188.54 LF $12.67 $2,388.80


7.00 EA $416.93 $2,918.51


7.00 EA $534.62 $3,742.34


7.00 EA $8,533.75 $59,736.25








EARTHWORK COMPONENT

User Input Data

Description Value



Alignment Number 1



Front Slope L/R 0 to 1 / 0 to 1 Median Shoulder Cross Slope L/R 4.00 % / 4.00 %


Pay Items



120-6 EMBANKMENT 19,901.03 CY $12.67 $252,146.05


ROADWAY COMPONENT

User Input Data

Description Value



Pay Items





588.29 TN $94.58 $55,640.47


220.61 TN $102.82 $22,683.12

X-Items



280.00 LF $165.29 $46,281.20


225.00 LF $28.54 $6,421.50


1.00 EA $15,652.12 $15,652.12



EX-Items




Description Value

Asphalt Adjustment 5.00Stabilization Code YBase Code Y


Pay Items





29.41 TN $94.58 $2,781.60


11.03 TN $102.82 $1,134.10


Description Value




Pay Items



36.00 EA $3.33 $119.88


0.42 NM $797.41 $334.91


0.42 GM $522.34 $219.38


Description Value




Pay Items





74.62 TN $114.33 $8,531.30




9.92 TN $227.80 $2,259.78



1.00 EA $2,048.43 $2,048.43


SHOULDER COMPONENT

User Input Data

Description Value



Pay Items



279.84 LF $20.47 $5,728.32


Erosion Control

Pay Items


104-10-3 SEDIMENT BARRIER 559.68 LF $1.60 $895.49



13.25 LF $5.44 $72.08


1.00 EA $950.00 $950.00



107-2 MOWING 0.10 AC $21.45 $2.14


MEDIAN COMPONENT

User Input Data

Description Value



Pay Items



559.68 LF $20.97 $11,736.49





DRAINAGE COMPONENT

Pay Items






425-2-41 MANHOLES, P-7, <10' 1.00 EA $2,718.50 $2,718.50


144.00 LF $56.37 $8,117.28


16.00 LF $102.06 $1,632.96


272.00 LF $99.78 $27,140.16



SIGNING COMPONENT

Pay Items



2.00 AS $215.04 $430.08




700-23-144 OHD TRUSS CANT SGN,F&I,T>50,S>300

3.00 AS $54,590.18 $163,770.54


LIGHTING COMPONENT


Description Value

Spacing MIN

Pay Items




1,022.05 LF $2.29 $2,340.49


279.84 LF $3.79 $1,060.59


55.54 LF $12.67 $703.69


2.00 EA $416.93 $833.86


2.00 EA $534.62 $1,069.24


2.00 EA $8,533.75 $17,067.50







EARTHWORK COMPONENT

User Input Data

Description Value



Alignment Number 1





Pay Items




120-6 EMBANKMENT 6,325.30 CY $12.67 $80,141.55


ROADWAY COMPONENT

User Input Data

Description Value



Pay Items






128.29 TN $87.10 $11,174.06


64.15 TN $106.11 $6,806.96


Description Value






Pay Items






6.41 TN $87.10 $558.31


3.21 TN $106.11 $340.61


Description Value




Pay Items




13.00 EA $3.33 $43.29


0.40 NM $797.41 $318.96


0.20 GM $522.34 $104.47


SHOULDER COMPONENT

User Input Data

Description Value


Total Outside Shoulder Perf. Turf Width L/R 3.00 / 43.00Paved Outside Shoulder Width L/R 0.00 / 0.00

Structural Spread Rate 110Friction Course Spread Rate 165Total Width (T) / 8" Overlap (O) T

Rumble Strips No. of Sides 0

X-Items




Comment: Sidwalk adjacent to Fishing Pier


DRAINAGE COMPONENT

Pay Items







80.00 LF $63.15 $5,052.00


16.00 LF $102.06 $1,632.96


4.00 EA $1,103.00 $4,412.00



SIGNING COMPONENT

Pay Items




1.00 AS $215.04 $215.04




LIGHTING COMPONENT

Rural Lighting Subcomponent

Description Value

Multiplier (Number of Poles) 20Pay Items




12,000.00 LF $2.29 $27,480.00


4,000.00 LF $3.79 $15,160.00

715-4-122 LIGHT POLE COMP, F&I, WS130, 45'

20.00 EA $3,689.26 $73,785.20


20.00 EA $416.93 $8,338.60


20.00 EA $534.62 $10,692.40







Description: N. 17th Ave. - Tie-in to existing N. 17th Ave.Special Conditions:


EARTHWORK COMPONENT

User Input Data

Description Value


Alignment Number 1




Pay Items






ROADWAY COMPONENT

User Input Data

Description Value



Pay Items





334-1-13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C

272.74 TN $85.93 $23,436.55

337-7-33 ASPH CONC FC,TRAFFIC C,FC-12.5,RUBBER

102.28 TN $104.59 $10,697.47


Description Value






Pay Items




40.00 EA $3.33 $133.20


0.23 NM $797.41 $183.40


0.35 GM $522.34 $182.82


SHOULDER COMPONENT

User Input Data

Description Value



Pay Items




309.94 LF $20.47 $6,344.47


309.94 LF $20.47 $6,344.47


Erosion Control

Pay Items






14.68 LF $5.44 $79.86


1.00 EA $950.00 $950.00



107-2 MOWING 0.71 AC $21.45 $15.23


DRAINAGE COMPONENT

Pay Items









425-2-41 MANHOLES, P-7, <10' 1.00 EA $2,718.50 $2,718.50


144.00 LF $56.37 $8,117.28


16.00 LF $102.06 $1,632.96


296.00 LF $99.78 $29,534.88



SIGNING COMPONENT

Pay Items




2.00 AS $215.04 $430.08




LIGHTING COMPONENT


Description Value





1,131.97 LF $2.29 $2,592.21


309.94 LF $3.79 $1,174.67


61.52 LF $12.67 $779.46


3.00 EA $416.93 $1,250.79


3.00 EA $534.62 $1,603.86


3.00 EA $8,533.75 $25,601.25








EARTHWORK COMPONENT

User Input Data

Description Value



Alignment Number 1





Pay Items




120-6 EMBANKMENT 2,934.27 CY $12.67 $37,177.20


ROADWAY COMPONENT

User Input Data

Description Value



Pay Items






757.05 TN $94.58 $71,601.79


283.90 TN $102.82 $29,190.60


Description Value






Pay Items






37.85 TN $94.58 $3,579.85


14.20 TN $102.82 $1,460.04


Description Value




Pay Items




82.00 EA $3.33 $273.06


0.98 NM $797.41 $781.46


0.73 GM $522.34 $381.31


Description Value




Pay Items






86.03 TN $114.33 $9,835.81


SHOULDER COMPONENT

User Input Data

Description Value





Pay Items




645.22 LF $20.47 $13,207.65


645.22 LF $20.47 $13,207.65


Erosion Control

Pay Items






30.55 LF $5.44 $166.19


1.00 EA $950.00 $950.00



107-2 MOWING 0.15 AC $21.45 $3.22


DRAINAGE COMPONENT

Pay Items







425-2-41 MANHOLES, P-7, <10' 1.00 EA $2,718.50 $2,718.50


288.00 LF $56.37 $16,234.56


24.00 LF $102.06 $2,449.44


616.00 LF $99.78 $61,464.48



SIGNING COMPONENT

Pay Items




3.00 AS $215.04 $645.12






LIGHTING COMPONENT


Description Value





2,356.50 LF $2.29 $5,396.38


645.22 LF $3.79 $2,445.38


128.07 LF $12.67 $1,622.65


5.00 EA $416.93 $2,084.65


5.00 EA $534.62 $2,673.10


5.00 EA $8,533.75 $42,668.75








EARTHWORK COMPONENT

User Input Data

Description Value



Alignment Number 1





Pay Items




120-6 EMBANKMENT 19,944.41 CY $12.67 $252,695.67


ROADWAY COMPONENT

User Input Data

Description Value



Pay Items






375.24 TN $94.58 $35,490.20


140.71 TN $102.82 $14,467.80

X-Items




1,200.00 LF $165.29 $198,348.00




Description Value



Pay Items






18.76 TN $94.58 $1,774.32


7.04 TN $102.82 $723.85


Description Value




Pay Items




0.53 NM $797.41 $422.63


SHOULDER COMPONENT

User Input Data

Description Value



Erosion Control

Pay Items






22.02 LF $5.44 $119.79


1.00 EA $950.00 $950.00



107-2 MOWING 1.07 AC $21.45 $22.95




DRAINAGE COMPONENT

Pay Items







425-2-41 MANHOLES, P-7, <10' 1.00 EA $2,718.50 $2,718.50


208.00 LF $56.37 $11,724.96


24.00 LF $102.06 $2,449.44


448.00 LF $99.78 $44,701.44



SIGNING COMPONENT

Pay Items




2.00 AS $215.04 $430.08




LIGHTING COMPONENT


Description Value

Spacing MIN

Pay Items




1,698.92 LF $2.29 $3,890.53


465.17 LF $3.79 $1,762.99


92.33 LF $12.67 $1,169.82


4.00 EA $416.93 $1,667.72


4.00 EA $534.62 $2,138.48


4.00 EA $8,533.75 $34,135.00





EARTHWORK COMPONENT

User Input Data

Description Value



Alignment Number 1





Pay Items






ROADWAY COMPONENT

User Input Data

Description Value



Pay Items






398.09 TN $94.58 $37,651.35


149.28 TN $102.82 $15,348.97


Description Value






Pay Items






39.81 TN $94.58 $3,765.23


14.93 TN $102.82 $1,535.10


Description Value




Pay Items




19.00 EA $3.33 $63.27


0.84 NM $797.41 $669.82


0.28 GM $522.34 $146.26


SHOULDER COMPONENT

User Input Data

Description Value



Pay Items




740.26 LF $20.47 $15,153.12


740.26 LF $20.47 $15,153.12


Erosion Control

Pay Items








NYL REINF PVC


1.00 EA $950.00 $950.00



107-2 MOWING 0.17 AC $21.45 $3.65


DRAINAGE COMPONENT

Pay Items







425-2-41 MANHOLES, P-7, <10' 1.00 EA $2,718.50 $2,718.50


328.00 LF $56.37 $18,489.36


32.00 LF $102.06 $3,265.92


704.00 LF $99.78 $70,245.12



SIGNING COMPONENT

Pay Items




3.00 AS $215.04 $645.12




LIGHTING COMPONENT


Description Value





2,703.62 LF $2.29 $6,191.29


740.26 LF $3.79 $2,805.59







5.00 EA $534.62 $2,673.10


5.00 EA $8,533.75 $42,668.75








EARTHWORK COMPONENT

User Input Data

Description Value



Alignment Number 1





Pay Items






ROADWAY COMPONENT

User Input Data

Description Value



Pay Items






190.81 TN $94.58 $18,046.81


71.55 TN $102.82 $7,356.77


Description Value






Pay Items






9.54 TN $94.58 $902.29


3.58 TN $102.82 $368.10


Description Value




Pay Items




8.00 EA $3.33 $26.64


0.25 NM $797.41 $199.35


0.12 GM $522.34 $62.68


SHOULDER COMPONENT

User Input Data

Description Value



Pay Items




325.25 LF $20.47 $6,657.87


325.25 LF $20.47 $6,657.87


Erosion Control

Pay Items








NYL REINF PVC


1.00 EA $950.00 $950.00



107-2 MOWING 0.07 AC $21.45 $1.50


DRAINAGE COMPONENT

Pay Items







425-2-41 MANHOLES, P-7, <10' 1.00 EA $2,718.50 $2,718.50


144.00 LF $56.37 $8,117.28


16.00 LF $102.06 $1,632.96


312.00 LF $99.78 $31,131.36



SIGNING COMPONENT

Pay Items

Pay item Description Quantity Unit Unit Price

Extended Amount


2.00 AS $215.04 $430.08




LIGHTING COMPONENT


Description Value





1,187.89 LF $2.29 $2,720.27


325.25 LF $3.79 $1,232.70

715-2-12 LIGHTING-CONDUIT, F&I, 64.56 LF $12.67 $817.98






3.00 EA $534.62 $1,603.86


3.00 EA $8,533.75 $25,601.25







6.384 MI33,709 LF

Description: NB and SB Bridge, N 17th Ave Flyover and Overpass, Demo of existing bridgeSpecial Conditions:

Includes lighting for NB and SB Bridge, N 17th Ave Flyover and Overpass, Fishing Pier --> Quantified as convential roadway lighting.

LIGHTING COMPONENT


Description Value

Spacing MAXPay Items




114,323.66 LF $2.29 $261,801.18


33,709.10 LF $3.79 $127,757.49


4,398.78 LF $12.67 $55,732.54


135.00 EA $416.93 $56,285.55


135.00 EA $534.62 $72,173.70


135.00 EA $8,533.75 $1,152,056.25



BRIDGES COMPONENT

Bridge PBBNBW

Description Value






Basic Bridge Cost $194,850,607.11Description NB BRIDGE OVER PENSACOLA BAY - CENTRAL-WEST

ALTERNATIVE *INCLUDES REMOVAL OF EXISTING BRIDGE*

Bridge Pay Items



160.09 CY $400.51 $64,117.65


Bridge EX-Items





970,978.00 SF $20.00 $19,419,560.00


1.00 AS $54,590.18 $54,590.18

Bridge PBBNBW Total $214,413,528.80

Bridge PBBSBW

Description ValueEstimate Type SF Estimate






Description SB BRIDGE OVER PENSACOLA BAY - CENTRAL-WEST ALTERNATIVE

Bridge Pay Items



160.09 CY $400.51 $64,117.65


Bridge PBBSBW Total $195,015,960.02

Bridge PBBFOW

Description Value



Type Elevated RoadwayCost Factor 0.93




Description FLYOVER CONNECTION FROM N 17TH AVE TO SB BRIDGE OVER PENSACOLA BAY - CENTRAL-WEST ALTERNATIVE

Bridge Pay Items



70.78 CY $400.51 $28,348.10




Bridge PBBFOW Total $5,019,846.43

Bridge PBBOPW

Description Value



Type Overpass BridgeCost Factor 1.54




Description N 17TH AVE FLYOVER OVERPASS AT E GREGORY ST -CENTRAL-WEST ALTERNATIVE

Bridge Pay Items



67.44 CY $400.51 $27,010.39


Bridge PBBOPW Total $299,601.94



EX-Items


548-XXX ROADWAY RETAINING WALL (BRIDGE ABUTMENT)

4,390.00 SF $55.00 $241,450.00

Comment: PENSACOLA ABUTMENT = 2344 SF, GULF BREEZE ABUTMENT = 2046 SF


Sequence 10 Total $416,716,193.90




0.000 MI0 LF


ROADWAY COMPONENT

X-Items




32,573.00 LF $22.42 $730,286.66



4.00 LO $1,100.00 $4,400.00


EX-Items




Comment: 17th Ave. 1)Overpass - 6248 SF 2)Flyover Approach - 11435 SF Bayfront Pkwy 1)Trail 1 (LT) - 12800 SF 2)Roadway (RT) - 7822 SF 3)Trail 2 (RT) - 5098 SF 4)Trail 3 (LT) - 13910 SF

548-XXX RETAINING WALL SYSTEM -SEAWALL

1,535.00 LF $650.00 $997,750.00

Comment: Bayfront Pkwy. 1) Seawall 1 (RT) - 200 LF 2) Seawall 2 (RT) - 1335 LF


DRAINAGE COMPONENT

X-Items



514-71-2 PLASTIC FILTER FABRIC, STABILIZATION

14,026.00 SY $4.49 $62,976.74

Comment: Seawall 1 (RT)- 1068 SY Roadway 1 (RT)-2299 SY Seawall 2 (RT)- 6994 SY Roadway 2 (RT)- 740 SY Abutment (Flyover)- 294 SY Roadway 3- 227 SY Bridge Approach- 583 SY Abutment (Bridge)- 1821 SY


912.00 TN $80.53 $73,443.36

Comment: Seawall 1 (RT)- 70 TN Roadway 1 (RT)- 149 TN Seawall 2 (RT)- 454 TN Roadway 2 (RT)- 48 TN Abutment (Flyover)- 19 TN Roadway 3- 15 TN Bridge Approach- 38 TN Abutment (Bridge)- 119 TN

530-74 BEDDING STONE 271.00 TN $85.15 $23,075.65

Comment: Seawall 1 (RT)- 19 TN Roadway 1 (RT)- 45 TN Seawall 2 (RT)- 133 TN Roadway 2 (RT)- 12 TN Abutment (Flyover)- 7 TN Roadway 3- 4 TN Bridge Approach- 10 TN Abutment (Bridge)- 41 TN




Sequence: 12 NDU - New Construction, Divided, Urban Net Length:

0.105 MI556 LF

Description: Central West Gulf Breeze bridge approach STA 475+16.63 to 480+73.Special Conditions:


EARTHWORK COMPONENT

User Input Data

Description Value


Alignment Number 1





Pay Items



120-6 EMBANKMENT 23,906.14 CY $12.67 $302,890.79


ROADWAY COMPONENT

User Input Data

Description Value



Pay Items





1,263.94 TN $94.58 $119,543.45


473.98 TN $102.82 $48,734.62

X-Items



22.30 TN $227.80 $5,079.94

Comment: (638' GUARDRAIL + 3*10' APPROACH PAD) * 3' WIDE * 2" THICK * 100 LB/SY-IN




580.00 LF $33.56 $19,464.80

Comment: 300' LT, 280' RT


Comment: 250' RT, 275' LT


113.00 LF $28.54 $3,225.02

Comment: 113' MEDIAN GUARDRAIL


1.00 EA $1,680.39 $1,680.39

Comment: END ANCHORAGE LT

536-85-25 GUARDRAIL END ANCHORAGE ASSEM- TYPE II

1.00 EA $945.20 $945.20

Comment: END ANCHORAGE RT


1.00 EA $15,652.12 $15,652.12

Comment: MEDIAN CRASH CUSION


Description Value



Pay Items





12.64 TN $94.58 $1,195.49


4.74 TN $102.82 $487.37


Description Value




Pay Items



71.00 EA $3.33 $236.43


1.05 NM $797.41 $837.28


0.84 GM $522.34 $438.77


Description Value




Off Road Bike Path Width L/R 12.00 / 12.00Bike Path Structural Spread Rate 200

Noise Barrier Wall Length 0.00Noise Barrier Wall Begin Height 0.00Noise Barrier Wall End Height 0.00

Pay Items





148.26 TN $114.33 $16,950.57


SHOULDER COMPONENT

User Input Data

Description Value



Pay Items



555.98 LF $20.47 $11,380.91


555.98 LF $20.47 $11,380.91


EX-Items



Comment: GUARDRAIL RT 321', GUARDRAIL LT 362'

Erosion Control

Pay Items





26.33 LF $5.44 $143.24


1.00 EA $950.00 $950.00



107-2 MOWING 2.68 AC $21.45 $57.49


MEDIAN COMPONENT



User Input Data

Description Value


Pay Items



1,111.97 LF $20.97 $23,318.01



DRAINAGE COMPONENT

Pay Items






425-2-41 MANHOLES, P-7, <10' 1.00 EA $2,718.50 $2,718.50


280.00 LF $56.37 $15,783.60


24.00 LF $102.06 $2,449.44


528.00 LF $99.78 $52,683.84



SIGNING COMPONENT

Pay Items



3.00 AS $215.04 $645.12





LIGHTING COMPONENT


Description Value




715-1-13 LIGHTING CONDUCTORS, F&I, 2,030.61 LF $2.29 $4,650.10



INSUL, NO.4-2 715-2-11 LIGHTING-CONDUIT, F&I,

UNDERGROUND 555.98 LF $3.79 $2,107.16


110.35 LF $12.67 $1,398.13


4.00 EA $416.93 $1,667.72


4.00 EA $534.62 $2,138.48


4.00 EA $8,533.75 $34,135.00







0.133 MI703 LF

Description: Central West Gulf Breeze STA 480+73 to 487+76Special Conditions:


EARTHWORK COMPONENT

User Input Data

Description Value



Alignment Number 1Distance 0.133Top of Structural Course For Begin Section 14.25

Top of Structural Course For End Section 9.50Horizontal Elevation For Begin Section 10.00

Horizontal Elevation For End Section 9.50Existing Front Slope L/R 6 to 1 / 6 to 1 Existing Median Shoulder Cross Slope L/R 4.00 % / 4.00 %


Median Shoulder Cross Slope L/R 4.00 % / 4.00 % Outside Shoulder Cross Slope L/R 2.00 % / 2.00 % Roadway Cross Slope L/R 2.00 % / 2.00 %

Pay Items





150.33 CY $9.04 $1,358.98


ROADWAY COMPONENT

User Input Data

Description Value



Widened Outside Pavement Width L/R 15.00 / 33.00Widened Inside Pavement Width L/R 0.00 / 0.00Widened Structural Spread Rate 440


Pay Items





327-70-5 MILLING EXIST ASPH PAVT, 2" 5,934.49 SY $3.35 $19,880.54



AVG DEPTH


1,305.59 TN $94.58 $123,482.70


824.58 TN $94.58 $77,988.78


489.60 TN $102.82 $50,340.67


309.22 TN $102.82 $31,794.00


Description Value

Asphalt Adjustment 4.00Milling Code YStabilization Code Y


Pay Items






237.38 SY $3.35 $795.22


52.22 TN $94.58 $4,938.97


19.58 TN $102.82 $2,013.22


Description Value




Pay Items




90.00 EA $3.33 $299.70


1.33 NM $797.41 $1,060.56


1.06 GM $522.34 $553.68


Description Value



Noise Barrier Wall Begin Height 0.00




Pay Items






12.88 TN $114.33 $1,472.57


SHOULDER COMPONENT

User Input Data

Description Value



Pay Items




702.77 LF $20.47 $14,385.70


702.77 LF $20.47 $14,385.70



Erosion Control

Pay Items






13.31 LF $5.44 $72.41


1.00 EA $950.00 $950.00



107-2 MOWING 1.16 AC $21.45 $24.88


MEDIAN COMPONENT

User Input Data

Description Value





Pay Items




X-Items




1,355.00 LF $20.97 $28,414.35



DRAINAGE COMPONENT

Pay Items







80.00 LF $56.37 $4,509.60


24.00 LF $102.06 $2,449.44



SIGNING COMPONENT

Pay Items




3.00 AS $215.04 $645.12







LIGHTING COMPONENT


Description Value


Pay item Description Quantity Unit Unit Extended Amount



Price


2,566.70 LF $2.29 $5,877.74


702.77 LF $3.79 $2,663.50


139.49 LF $12.67 $1,767.34


5.00 EA $416.93 $2,084.65


5.00 EA $534.62 $2,673.10


5.00 EA $8,533.75 $42,668.75







0.117 MI620 LF


EARTHWORK COMPONENT

User Input Data

Description Value




Horizontal Elevation For End Section 100.00Existing Front Slope L/R 6 to 1 / 6 to 1

Existing Median Shoulder Cross Slope L/R 4.00 % / 4.00 % Existing Outside Shoulder Cross Slope L/R 2.00 % / 2.00 % Front Slope L/R 6 to 1 / 6 to 1

Median Shoulder Cross Slope L/R 4.00 % / 4.00 % Outside Shoulder Cross Slope L/R 2.00 % / 2.00 %


Pay Items






ROADWAY COMPONENT

User Input Data

Description Value


Structural Spread Rate 440Friction Course Spread Rate 165Widened Outside Pavement Width L/R 0.00 / 0.00

Widened Inside Pavement Width L/R 12.00 / 0.00Widened Structural Spread Rate 440


Pay Items






5,372.22 SY $3.35 $17,996.94


1,181.89 TN $94.58 $111,783.16




181.83 TN $94.58 $17,197.48


443.21 TN $102.82 $45,570.85


68.19 TN $102.82 $7,011.30


Description Value


Milling Code NStabilization Code Y


Pay Items






23.64 TN $94.58 $2,235.87


8.86 TN $102.82 $910.99


Description Value




Pay Items




79.00 EA $3.33 $263.07


0.94 NM $797.41 $749.57


0.94 GM $522.34 $491.00


SHOULDER COMPONENT

User Input Data

Description Value

Existing Total Outside Shoulder Width L/R 12.25 / 12.25

New Total Outside Shoulder Width L/R 12.25 / 12.25Total Outside Shoulder Perf. Turf Width L/R 5.00 / 5.00




Pay Items




619.87 LF $20.47 $12,688.74


619.87 LF $20.47 $12,688.74



Erosion Control

Pay Items






11.74 LF $5.44 $63.87


1.00 EA $950.00 $950.00



107-2 MOWING 0.22 AC $21.45 $4.72


MEDIAN COMPONENT

User Input Data

Description Value


Pay Items




X-Items




889.00 LF $20.97 $18,642.33


DRAINAGE COMPONENT

Pay Items









64.00 LF $56.37 $3,607.68


24.00 LF $102.06 $2,449.44



SIGNING COMPONENT

Pay Items




3.00 AS $215.04 $645.12







LIGHTING COMPONENT


Description Value





2,263.94 LF $2.29 $5,184.42


619.87 LF $3.79 $2,349.31


123.04 LF $12.67 $1,558.92


5.00 EA $416.93 $2,084.65


5.00 EA $534.62 $2,673.10


5.00 EA $8,533.75 $42,668.75







0.156 MI823 LF

Description: Wayside Park driveway reconstruction

EARTHWORK COMPONENT

User Input Data

Description Value



Alignment Number 1





Pay Items




120-6 EMBANKMENT 6,956.74 CY $12.67 $88,141.90


ROADWAY COMPONENT

User Input Data

Description Value



Pay Items






301.82 TN $87.24 $26,330.78


150.91 TN $97.34 $14,689.58


Description Value






Pay Items






84.51 TN $87.24 $7,372.65


42.25 TN $97.34 $4,112.62


Description Value




Pay Items




21.00 EA $3.33 $69.93


0.62 NM $797.41 $494.39


0.31 GM $522.34 $161.93


SHOULDER COMPONENT

User Input Data

Description Value



Erosion Control

Pay Items






38.98 LF $5.44 $212.05


1.00 EA $950.00 $950.00



107-2 MOWING 1.89 AC $21.45 $40.54




DRAINAGE COMPONENT

Pay Items







425-2-41 MANHOLES, P-7, <10' 1.00 EA $2,718.50 $2,718.50


368.00 LF $56.37 $20,744.16


32.00 LF $102.06 $3,265.92


784.00 LF $99.78 $78,227.52



SIGNING COMPONENT

Pay Items




4.00 AS $215.04 $860.16




LIGHTING COMPONENT


Description Value

Spacing MIN

Pay Items




3,006.38 LF $2.29 $6,884.61


823.15 LF $3.79 $3,119.74


163.38 LF $12.67 $2,070.02


6.00 EA $416.93 $2,501.58


6.00 EA $534.62 $3,207.72


6.00 EA $8,533.75 $51,202.50





0.080 MI423 LF

Description: Boat Launch driveway new constructionSpecial Conditions:


EARTHWORK COMPONENT

User Input Data

Description Value


Alignment Number 1




Pay Items




120-6 EMBANKMENT 1,998.85 CY $12.67 $25,325.43


ROADWAY COMPONENT

User Input Data

Description Value



Pay Items






186.09 TN $87.24 $16,234.49


93.04 TN $97.34 $9,056.51

X-Items




617.00 LF $33.56 $20,706.52

Comment: ALONG RETAINING WALL RT




Description Value




Pay Items




11.00 EA $3.33 $36.63


0.48 NM $797.41 $382.76


SHOULDER COMPONENT

User Input Data

Description Value



Pay Items




422.93 LF $20.47 $8,657.38


422.93 LF $20.47 $8,657.38



Erosion Control

Pay Items






20.03 LF $5.44 $108.96


1.00 EA $950.00 $950.00



107-2 MOWING 0.10 AC $21.45 $2.14




DRAINAGE COMPONENT

Pay Items







425-2-41 MANHOLES, P-7, <10' 1.00 EA $2,718.50 $2,718.50


192.00 LF $56.37 $10,823.04


24.00 LF $102.06 $2,449.44


408.00 LF $99.78 $40,710.24



SIGNING COMPONENT

Pay Items




2.00 AS $215.04 $430.08




LIGHTING COMPONENT


Description Value

Spacing MIN

Pay Items




1,544.65 LF $2.29 $3,537.25


422.93 LF $3.79 $1,602.90


83.94 LF $12.67 $1,063.52


3.00 EA $416.93 $1,250.79


3.00 EA $534.62 $1,603.86


3.00 EA $8,533.75 $25,601.25






0.081 MI430 LF


EARTHWORK COMPONENT

User Input Data

Description Value






Pay Items






ROADWAY COMPONENT

User Input Data

Description Value

Number of Lanes 6

Roadway Pavement Width L/R 95.00 / 95.00Structural Spread Rate 330Friction Course Spread Rate 165

Pay Items






1,497.11 TN $87.24 $130,607.88


748.55 TN $97.34 $72,863.86

X-Items




539.00 TN $227.80 $122,784.20

Comment: (UNDER BRIDGE BAYS: 4124 SY + UNDER BRIDGE ABUT: 1266 SY)* 2" THICK *100LB/SY-IN




Description Value




Pay Items




77.00 EA $3.33 $256.41


0.33 NM $797.41 $263.15


0.81 GM $522.34 $423.10


SHOULDER COMPONENT

User Input Data

Description Value



X-Items




3,341.00 LF $20.47 $68,390.27

Comment: OUTSIDE EDGE 674', BAY 1 538', BAY 2 581', BAY 3 518', BAY 4 469', ABUTMENT 270', BL MEDIAN 1 123', BL MEDIAN 2 135', BL 33'


Comment: WATER SIDEWALK 404'*5 + RAMP SIDEWALK 29'*5 + UNDER BRIDGE SIDEWALK 588'*5


Comment: BL BAYS 830SF + 1152SF, WAYSIDE INFIELDS 3786SF + 1530SF, BL INFIELDS 3641SF + 3019SF

Erosion Control

Pay Items






20.35 LF $5.44 $110.70

104-15 SOIL TRACKING PREVENTION 1.00 EA $950.00 $950.00



DEVICE



107-2 MOWING 0.10 AC $21.45 $2.14


DRAINAGE COMPONENT

Pay Items







425-2-41 MANHOLES, P-7, <10' 1.00 EA $2,718.50 $2,718.50


192.00 LF $56.37 $10,823.04


16.00 LF $102.06 $1,632.96


408.00 LF $99.78 $40,710.24



SIGNING COMPONENT

Pay Items




2.00 AS $215.04 $430.08




LIGHTING COMPONENT


Description Value





1,569.72 LF $2.29 $3,594.66


429.79 LF $3.79 $1,628.90


85.31 LF $12.67 $1,080.88

715-14-11 LIGHTING - PULL 3.00 EA $416.93 $1,250.79



BOX,F&I,ROADSIDE-MOULDED715-500-1 POLE CABLE DIST SYS,

CONVENTIONAL 3.00 EA $534.62 $1,603.86


3.00 EA $8,533.75 $25,601.25







0.000 MI0 LF

Description: GB CENTRAL WEST MISC X ITEMS FOR RIP RAP, VARIOUS WALL QUANTITIES, ETC.

DRAINAGE COMPONENT

X-Items




5,854.00 TN $80.53 $471,422.62


530-74 BEDDING STONE 1,739.00 TN $85.15 $148,075.85




EX-Items



548-XX RETAINING WALL 8,619.00 SF $55.00 $474,045.00

Comment: GB RETAINING WALL BL DRIVEWAY 1630SF, GB RETAINING WALL MAINLINE RT 3212SF, GB RETAINING WALL MAINLINE LT 3777

548-XXX SEA WALL 303.00 LF $1,301.00 $394,203.00

Comment: SEAWALL RT ALONG BOAT LAUNCH DRIVEWAY 178+100+25'






0.000 MI0 LF



Description of Work

X-Items



3,000.00 LF $14.26 $42,780.00


6.00 EA $6,271.55 $37,629.30


20,000.00 LF $1.70 $34,000.00


2.00 EA $80.00 $160.00


15,840.00 LF $8.53 $135,115.20


3,000.00 LF $2.50 $7,500.00


2.00 EA $1,942.48 $3,884.96



15.00 EA $26,750.00 $401,250.00


10.00 EA $8,955.00 $89,550.00


15.00 EA $3,793.10 $56,896.50


1.00 EA $29,727.60 $29,727.60

EX-Items




20,000.00 LF $1.45 $29,000.00



1.00 EA $55,069.57 $55,069.57



10.00 EA $2,103.38 $21,033.80







0.000 MI0 LF


BRIDGES COMPONENT

Bridge FENDER

Description Value








Bridge Pay Items



44.44 CY $400.51 $17,798.66


Bridge X-Items



11,600.00 LF $43.07 $499,612.00


40.50 MB $15,112.74 $612,065.97


12.20 MB $14,250.68 $173,858.30







0.000 MI0 LF


ROADWAY COMPONENT

EX-Items




1.00 LS $1,596,224.00 $1,596,224.00






Date: 4/5/2013 5:13:51 PM






Project Manager:





101-1 Mobilization 10.00 % $46,377,367.43




Complex MOT due to nature of project.

Design/Build 9.50 % $48,464,348.96

Non-Bid Components:



LS $150,000.00 $150,000.00





LONG RANGE ESTIMATE PREFERRED ALTERNATIVE

(CENTRAL WEST ALTERNATIVE)


Date: 10/3/2014 4:42:21 PM

FDOT Long Range Estimating System - ProductionR2: Project Summary with Components Report




Project Manager:


Description: Pensacola Bay Bridge - Central West Alternative - At-grade option - Concept Plans (60%)

Sequence 1 RSU

Description: Bayfront Pkwy NB Milling and Resurfacing from Sta. 1291+50 to Sta. 1295+00

Component: Component Subtotals:

Roadway $22,225.60Shoulder $288.41


Sequence 2 NDU

Description: Bayfront Pkwy from Sta. 1291+50 to Sta. 1295+00


Earthwork $24,559.39

Roadway $98,502.08Shoulder $19,179.74Median $14,814.66

Drainage $78,503.19Signing $16,925.14

Lighting $20,815.21Sequence 2 Total $273,299.41

Sequence 3 NDU




Roadway $369,269.50Shoulder $47,650.62

Median $21,682.61Drainage $105,856.31Signing $17,186.11


Sequence 4 NDU



Earthwork $405,730.45Roadway $643,802.52Shoulder $46,233.62

Median $42,914.10

Page 1 of 5LRE - R2: Project Summary with Components Report



Signalizations $215,111.16Lighting $44,432.19


Sequence 5 NDU







Sequence 6 NUR



Earthwork $57,094.93Roadway $54,961.37

Shoulder $7,558.20Drainage $13,561.90Signing $4,781.92


Sequence 7 NDU

Description: N. 17th Ave. at Bayfront Parkway - Tie-in to Bayfront Pkwy -Sta. 700+50 to Sta. 705+30



Shoulder $35,781.30Median $41,159.20

Drainage $102,049.12Signing $17,186.11Lighting $27,971.17


Sequence 8 NUR

Description: N. 17th Ave. - Tie-in to existing N. 17th Ave. - Sta. 705+30 to Sta. 710+10


Earthwork $14,532.80Roadway $105,758.38Shoulder $8,730.12





Sequence 9 MIS

Description: NB and SB Bridge, Demo of existing bridge


Lighting $1,133,120.98

Bridges $397,455,770.78Sequence 9 Total $398,588,891.76

Sequence 10 MIS

Description: Pensacola: (1) Bridge Barrier Wall (2) Retaining Walls (3) Sea Walls (4) RipRap w/ Bedding Stone


Roadway $734,692.49Drainage $1,904,300.27

Retaining Walls $2,840,965.00Sequence 10 Total $5,479,957.76

Sequence 11 NDU

Description: Central West Gulf Breeze bridge approach STA 1475+40 (End Bridge) to 1478+70.



Shoulder $19,137.54Median $41,051.81



Sequence 12 WDU Description: Central West Gulf Breeze STA 1478+70 to 1487+04






Sequence 13 WDU Description: Central West Gulf Breeze STA 1487+04 to 1494+00 Mill and

Resurface, add turn lanes as widening



Shoulder $66,977.63Median $16,842.41Drainage $44,446.47

Signing $7,027.40Lighting $36,545.44




Sequence 14 NUU

Description: Gulf Breeze Wayside Park driveway reconstruction



Roadway $69,806.04Shoulder $28,572.70



Sequence 15 NUU Description: Gulf Breeze Boat Launch driveway new construction



Roadway $81,608.88Shoulder $41,070.56Drainage $89,014.37

Signing $4,417.30Lighting $34,659.57


Sequence 16 NUU




Shoulder $91,212.12Drainage $88,418.61Signing $4,417.30


Sequence 17 MIS

Description: Gulf Breeze: (1) Retaining Walls (2) Sea Walls (3) RipRap w/ Bedding Stone

Component: Component Subtotals:Drainage $602,177.34Retaining Walls $659,950.00


Sequence 18 MIS



Intelligent Traffic System (ITS) $1,887,066.79


Sequence 19 MIS



Bridges $1,354,178.69




Sequence 20 MIS



Roadway $19,588,224.00



Maintenance of Traffic 1.14 % $4,960,080.77

Mobilization 10.00 % $44,005,488.51



Design/Build 9.50 % $45,985,735.49Project Non-Bid Subtotal $150,000.00




Date: 10/3/2014 4:46:02 PM






Project Manager:



Sequence: 1 RSU - Resurfacing, Undivided Net Length: 0.066 MI350 LF

Description: Bayfront Pkwy NB Milling and Resurfacing from Sta. 1291+50 to Sta. 1295+00

ROADWAY COMPONENT

User Input Data

Description Value

Number of Lanes 2

Roadway Pavement Width L/R 24.00 / 0.00


Pay Items



327-70-2 MILLING EXIST ASPH PAVT,3 1/2" AVG DEPTH

933.50 SY $2.38 $2,221.73


102.69 TN $101.25 $10,397.36


77.01 TN $119.89 $9,232.73


Description Value


Solid Stripe No. of Paint Applications 2

Solid Stripe No. of Stripes 2

Skip Stripe No. of Paint Applications 2


Pay Items




9.00 EA $3.35 $30.15


0.27 NM $1,021.21 $275.73

710-11-131 0.13 GM $522.34 $67.90


10/3/2014file:///C:/Users/boesl/Downloads/R3%20(2).htm

PAINTED PAVT MARK,STD,WHITE,SKIP, 6"


SHOULDER COMPONENT

User Input Data

Description Value


Total Outside Shoulder Perf. Turf Width L/R 2.67 / 0.00

Paved Outside Shoulder Width L/R 0.00 / 0.00


Total Width (T) / 8" Overlap (O) T


Pay Items




Erosion Control

Pay Items




104-12 STAKED TURBIDITY BARRIER- NYL REINF PVC

6.63 LF $4.11 $27.25



107-2 MOWING 0.16 AC $25.68 $4.11

Shoulder Component Total $288.41





Description: Bayfront Pkwy from Sta. 1291+50 to Sta. 1295+00

Special Conditions:

Bayfront Pkwy SB reconstruction

EARTHWORK COMPONENT

User Input Data

Description Value




Top of Structural Course For Begin Section 8.35

Top of Structural Course For End Section 8.78


Front Slope L/R 6 to 1 / 6 to 1

Median Shoulder Cross Slope L/R 4.00 % / 4.00 %

Outside Shoulder Cross Slope L/R 2.00 % / 2.00 %


Pay Items


Amount


120-6 EMBANKMENT 362.55 CY $6.52 $2,363.83


ROADWAY COMPONENT

User Input Data

Description Value

Number of Lanes 3

Roadway Pavement Width L/R 0.00 / 36.00Structural Spread Rate 330


Pay Items


Amount




231.04 TN $101.25 $23,392.80


115.52 TN $119.89 $13,849.69

EX-Items


Amount

460-70-2 ALUMINUM BULLET RAILINGS, DOUBLE RAIL

350.00 LF $29.72 $10,402.00




Description Value


Pavement Type Asphalt




Pay Items


Amount


18.00 EA $3.35 $60.30


0.53 NM $1,021.21 $541.24


0.13 GM $522.34 $67.90


Description Value


Off Road Bike Path Width L/R 0.00 / 10.00

Bike Path Structural Spread Rate 200

Noise Barrier Wall Length 0.00


Pay Items


Amount




38.90 TN $104.69 $4,072.44


SHOULDER COMPONENT

User Input Data

Description Value




Pay Items


Amount


350.06 LF $20.47 $7,165.73


350.06 LF $20.47 $7,165.73




Erosion Control

Pay Items


Amount




16.58 LF $4.11 $68.14


1.00 EA $2,492.26 $2,492.26



107-2 MOWING 1.69 AC $25.68 $43.40


MEDIAN COMPONENT

User Input Data

Description Value



Pay Items


Amount


700.13 LF $20.97 $14,681.73



DRAINAGE COMPONENT

Pay Items


Amount





425-2-41 MANHOLES, P-7, <10' 1.00 EA $3,241.95 $3,241.95


176.00 LF $51.22 $9,014.72


16.00 LF $79.46 $1,271.36


336.00 LF $121.15 $40,706.40



SIGNING COMPONENT

Pay Items




700-1-11 SINGLE POST SIGN, F&I GM, <12 SF

2.00 AS $260.97 $521.94

700-1-12 SINGLE POST SIGN, F&I GM, 12-20 SF

1.00 AS $898.37 $898.37

700-2-15 MULTI- POST SIGN, F&I GM, 51-100 SF

1.00 AS $6,200.11 $6,200.11


1.00 AS $9,304.72 $9,304.72


LIGHTING COMPONENT


Description Value




630-2-11 CONDUIT, F& I, OPEN TRENCH 350.06 LF $4.87 $1,704.79630-2-12 CONDUIT, F& I, DIRECTIONAL

BORE 69.48 LF $16.35 $1,136.00

635-2-11 PULL & SPLICE BOX, F&I, 13" x 24"

3.00 EA $360.36 $1,081.08


1,278.53 LF $2.29 $2,927.83


3.00 EA $4,120.55 $12,361.65


3.00 EA $534.62 $1,603.86








Special Conditions:


EARTHWORK COMPONENT

User Input Data

Description Value











Pay Items


Amount


120-6 EMBANKMENT 2,422.45 CY $6.52 $15,794.37


ROADWAY COMPONENT

User Input Data

Description Value

Number of Lanes 9



Pay Items


Amount




1,026.70 TN $101.25 $103,953.38


513.35 TN $119.89 $61,545.53

EX-Items


Amount


500.00 LF $29.72 $14,860.00




Description Value






Pay Items


Amount


102.00 EA $3.35 $341.70


0.76 NM $1,021.21 $776.12


1.33 GM $522.34 $694.71


Description Value






Pay Items


Amount




66.67 TN $104.69 $6,979.68


SHOULDER COMPONENT

User Input Data

Description Value




Pay Items


Amount


500.02 LF $20.47 $10,235.41


500.02 LF $20.47 $10,235.41




X-Items


Amount


600.00 LF $20.47 $12,282.00

Comment: Divergence of BAyfront Pkwy and E. Gregory St

522-1 CONC SIDEWALK AND DRIVEWAYS, 4" THICK

195.00 SY $39.78 $7,757.10

Comment: 195 SY (LT)

Erosion Control

Pay Items


Amount




23.68 LF $4.11 $97.32


1.00 EA $2,492.26 $2,492.26



107-2 MOWING 2.41 AC $25.68 $61.89


MEDIAN COMPONENT

User Input Data

Description Value


Pay Items


Amount


1,000.03 LF $20.97 $20,970.63



DRAINAGE COMPONENT

Pay Items


Amount





425-2-41 MANHOLES, P-7, <10' 1.00 EA $3,241.95 $3,241.95


256.00 LF $51.22 $13,112.32




24.00 LF $79.46 $1,907.04


480.00 LF $121.15 $58,152.00



SIGNING COMPONENT

Pay Items


Amount


3.00 AS $260.97 $782.91


1.00 AS $898.37 $898.37


1.00 AS $6,200.11 $6,200.11


1.00 AS $9,304.72 $9,304.72


LIGHTING COMPONENT


Description Value

Spacing MIN

Pay Items




BORE 99.25 LF $16.35 $1,622.74


4.00 EA $360.36 $1,441.44


1,826.19 LF $2.29 $4,181.98


4.00 EA $4,120.55 $16,482.20


4.00 EA $534.62 $2,138.48








Special Conditions:


EARTHWORK COMPONENT

User Input Data

Description Value











Pay Items



120-6 EMBANKMENT 53,718.03 CY $6.52 $350,241.56


ROADWAY COMPONENT

User Input Data

Description Value

Number of Lanes 7



Pay Items





1,483.60 TN $101.25 $150,214.50


741.80 TN $119.89 $88,934.40

EX-Items



1,740.00 LF $29.72 $51,712.80

Comment: NB (807 LF) & SB (870 LF)




Description Value


Base Code Y


Pay Items





148.36 TN $101.25 $15,021.45


74.18 TN $119.89 $8,893.44


Description Value






Pay Items



133.00 EA $3.35 $445.55


1.98 NM $1,021.21 $2,022.00


1.65 GM $522.34 $861.86


Description Value





Pay Items





193.37 TN $104.69 $20,243.91


SHOULDER COMPONENT

User Input Data



Description Value



Pay Items



870.14 LF $20.47 $17,811.77


870.14 LF $20.47 $17,811.77


Erosion Control

Pay Items





41.20 LF $4.11 $169.33


1.00 EA $2,492.26 $2,492.26



107-2 MOWING 4.19 AC $25.68 $107.60


MEDIAN COMPONENT

User Input Data

Description Value



Pay Items



1,740.29 LF $20.97 $36,493.88



DRAINAGE COMPONENT

Pay Items






425-2-41 MANHOLES, P-7, <10' 1.00 EA $3,241.95 $3,241.95


440.00 LF $51.22 $22,536.80




40.00 LF $79.46 $3,178.40


824.00 LF $121.15 $99,827.60



SIGNING COMPONENT

Pay Items



4.00 AS $260.97 $1,043.88


1.00 AS $898.37 $898.37


1.00 AS $6,200.11 $6,200.11


1.00 AS $9,304.72 $9,304.72



Signalization 1

Description Value

Type 6 Lane Mast ArmMultiplier 1

Description Signal at intersection of N. 17th Ave and E. Gregory St.

Pay Items




632-7-1 SIGNAL CABLE- NEW OR RECO, FUR & INSTALL

1.00 PI $1,561.74 $1,561.74


22.00 EA $326.84 $7,190.48

639-1-22 ELECT POWER SERV,UG,PUR CONT

1.00 AS $1,371.36 $1,371.36



1.00 EA $831.84 $831.84


1.00 EA $1,063.54 $1,063.54


4.00 EA $35,104.07 $140,416.28


20.00 AS $813.11 $16,262.20

653-191 PEDESTRIAN SIGNAL, F&I, LED-COUNT DWN, 1

8.00 AS $580.53 $4,644.24


20.00 EA $175.75 $3,515.00





8.00 EA $138.19 $1,105.52


1.00 AS $17,323.48 $17,323.48



LIGHTING COMPONENT


Description Value




630-2-11 CONDUIT, F& I, OPEN TRENCH 870.14 LF $4.87 $4,237.58

630-2-12 CONDUIT, F& I, DIRECTIONAL BORE

172.71 LF $16.35 $2,823.81


6.00 EA $360.36 $2,162.16


3,178.00 LF $2.29 $7,277.62


6.00 EA $4,120.55 $24,723.30


6.00 EA $534.62 $3,207.72








Special Conditions:

Turnout/Crossover peripheral accounts for pavement widening at Begin Bridge

EARTHWORK COMPONENT

User Input Data

Description Value











Pay Items


Amount


120-6 EMBANKMENT 19,667.87 CY $6.52 $128,234.51


ROADWAY COMPONENT

User Input Data

Description Value

Number of Lanes 6



Pay Items


Amount




475.48 TN $101.25 $48,142.35


237.74 TN $119.89 $28,502.65

EX-Items


Amount


324.00 LF $29.72 $9,629.28




Description Value


Stabilization Code Y

Base Code Y


Pay Items


Amount




47.55 TN $101.25 $4,814.44


23.77 TN $119.89 $2,849.79


Description Value






Pay Items


Amount


41.00 EA $3.35 $137.35


0.49 NM $1,021.21 $500.39


0.49 GM $522.34 $255.95


Description Value



Bike Path Structural Spread Rate 200Noise Barrier Wall Length 0.00

Noise Barrier Wall Begin Height 0.00


Pay Items


Amount




72.04 TN $104.69 $7,541.87


9.92 TN $227.80 $2,259.78





1.00 EA $2,048.43 $2,048.43


SHOULDER COMPONENT

User Input Data

Description Value




Pay Items


Amount


324.19 LF $20.47 $6,636.17


Erosion Control

Pay Items


Amount




15.35 LF $4.11 $63.09


1.00 EA $2,492.26 $2,492.26



107-2 MOWING 1.56 AC $25.68 $40.06


MEDIAN COMPONENT

User Input Data

Description Value



Pay Items


Amount


648.38 LF $20.97 $13,596.53

521-1 MEDIAN CONC BARRIER WALL 330.00 LF $75.34 $24,862.20



DRAINAGE COMPONENT



Pay Items


Amount





425-2-41 MANHOLES, P-7, <10' 1.00 EA $3,241.95 $3,241.95


168.00 LF $51.22 $8,604.96


16.00 LF $79.46 $1,271.36


312.00 LF $121.15 $37,798.80



SIGNING COMPONENT

Pay Items


Amount


2.00 AS $260.97 $521.94


1.00 AS $898.37 $898.37


1.00 AS $6,200.11 $6,200.11


1.00 AS $9,304.72 $9,304.72


LIGHTING COMPONENT


Description Value

Spacing MIN

Pay Items





64.35 LF $16.35 $1,052.12


3.00 EA $360.36 $1,081.08


1,184.04 LF $2.29 $2,711.45


3.00 EA $4,120.55 $12,361.65


3.00 EA $534.62 $1,603.86







EARTHWORK COMPONENT

User Input Data

Description Value


Alignment Number 1

Distance 0.099

Top of Structural Course For Begin Section 5.00Top of Structural Course For End Section 5.00

Horizontal Elevation For Begin Section 0.00

Horizontal Elevation For End Section 0.00



Pay Items


Amount


120-6 EMBANKMENT 6,325.30 CY $6.52 $41,240.96


ROADWAY COMPONENT

User Input Data

Description Value


Structural Spread Rate 220


Pay Items


Amount




128.29 TN $87.10 $11,174.06


64.15 TN $106.11 $6,806.96


Description Value




Pay Items







6.41 TN $87.10 $558.31


3.21 TN $106.11 $340.61


Description Value






Pay Items


Amount


13.00 EA $3.35 $43.55


0.40 NM $1,021.21 $408.48


0.20 GM $522.34 $104.47


SHOULDER COMPONENT

User Input Data

Description Value



Paved Outside Shoulder Width L/R 0.00 / 0.00Structural Spread Rate 110


Total Width (T) / 8" Overlap (O) T


X-Items


Amount


190.00 SY $39.78 $7,558.20

Comment: Sidwalk adjacent to Fishing Pier


DRAINAGE COMPONENT

Pay Items


Amount





80.00 LF $64.84 $5,187.20


16.00 LF $79.46 $1,271.36


4.00 EA $1,173.03 $4,692.12



SIGNING COMPONENT

Pay Items


Amount


1.00 AS $215.04 $215.04




LIGHTING COMPONENT

Rural Lighting Subcomponent

Description Value

Multiplier (Number of Poles) 20Pay Items




12,000.00 LF $2.29 $27,480.00


4,000.00 LF $3.79 $15,160.00


20.00 EA $3,689.26 $73,785.20


20.00 EA $416.93 $8,338.60


20.00 EA $534.62 $10,692.40







Description: N. 17th Ave. at Bayfront Parkway - Tie-in to Bayfront Pkwy - Sta. 700+50 to Sta. 705+30

Special Conditions:

Includes Ramp A and Traffic Island

EARTHWORK COMPONENT

User Input Data

Description Value











Pay Items


Amount


120-6 EMBANKMENT 3,914.49 CY $6.52 $25,522.47


ROADWAY COMPONENT

User Input Data

Description Value

Number of Lanes 8



Pay Items


Amount




844.72 TN $101.25 $85,527.90


422.36 TN $119.89 $50,636.74


Description Value









Pay Items


Amount


86.00 EA $3.35 $288.10


0.73 NM $1,021.21 $745.48


1.09 GM $522.34 $569.35


SHOULDER COMPONENT

User Input Data

Description Value




Pay Items


Amount


479.95 LF $20.47 $9,824.58


479.95 LF $20.47 $9,824.58


266.64 SY $39.78 $10,606.94


Erosion Control

Pay Items


Amount




22.72 LF $4.11 $93.38


1.00 EA $2,492.26 $2,492.26



107-2 MOWING 2.31 AC $25.68 $59.32


MEDIAN COMPONENT

User Input Data

Description Value





Pay Items


Amount


959.90 LF $20.97 $20,129.10

520-5-11 TRAF SEP CONC-TYPE I, 4' WIDE 440.00 LF $29.89 $13,151.60

X-Items


Amount


320.00 LF $20.47 $6,550.40

Comment: Traffic Island


Comment: Traffic Island


DRAINAGE COMPONENT

Pay Items


Amount





425-2-41 MANHOLES, P-7, <10' 1.00 EA $3,241.95 $3,241.95


240.00 LF $51.22 $12,292.80


24.00 LF $79.46 $1,907.04


456.00 LF $121.15 $55,244.40



SIGNING COMPONENT

Pay Items


Amount


3.00 AS $260.97 $782.91


1.00 AS $898.37 $898.37


1.00 AS $6,200.11 $6,200.11


1.00 AS $9,304.72 $9,304.72




LIGHTING COMPONENT


Description Value

Spacing MIN

Pay Items





95.26 LF $16.35 $1,557.50


4.00 EA $360.36 $1,441.44


1,752.92 LF $2.29 $4,014.19


4.00 EA $4,120.55 $16,482.20


4.00 EA $534.62 $2,138.48







Description: N. 17th Ave. - Tie-in to existing N. 17th Ave. - Sta. 705+30 to Sta. 710+10

Special Conditions:


EARTHWORK COMPONENT

User Input Data

Description Value










Pay Items


Amount



ROADWAY COMPONENT

User Input Data

Description Value

Number of Lanes 4




Pay Items


Amount




316.77 TN $101.25 $32,072.96


158.38 TN $119.89 $18,988.18


Description Value








Pay Items


Amount


61.00 EA $3.35 $204.35


0.36 NM $1,021.21 $367.64


0.55 GM $522.34 $287.29


SHOULDER COMPONENT

User Input Data

Description Value


Paved Outside Shoulder Width L/R 0.00 / 0.00


Friction Course Spread Rate 165Total Width (T) / 8" Overlap (O) T


Pay Items


Amount


X-Items


Amount


85.00 SY $39.78 $3,381.30

Comment: Connect to existing sidewalk along south side of 17th Ave.

Erosion Control

Pay Items


Amount




22.72 LF $4.11 $93.38


1.00 EA $2,492.26 $2,492.26


107-2 MOWING 1.10 AC $25.68 $28.25


DRAINAGE COMPONENT



Pay Items


Amount



72.00 LF $64.84 $4,668.48


16.00 LF $79.46 $1,271.36


4.00 EA $1,173.03 $4,692.12



SIGNING COMPONENT

Pay Items


Amount


1.00 AS $260.97 $260.97


2.00 AS $898.37 $1,796.74


1.00 AS $4,850.55 $4,850.55





Sequence: 9 MIS - Miscellaneous Construction Net Length: 6.169 MI32,573 LF

Description: NB and SB Bridge, Demo of existing bridge

Special Conditions:

Includes lighting for NB and SB Bridge --> Quantified as convential roadway lighting.

LIGHTING COMPONENT


Description Value

Spacing MAX

Pay Items



630-2-11 CONDUIT, F& I, OPEN TRENCH 32,572.85 LF $4.87 $158,629.78


4,250.51 LF $16.35 $69,495.84


130.00 EA $360.36 $46,846.80


110,470.07 LF $2.29 $252,976.46


130.00 EA $4,120.55 $535,671.50


130.00 EA $534.62 $69,500.60



BRIDGES COMPONENT

Bridge PBBNBW

Description Value

Estimate Type SF EstimatePrimary Estimate YES

Length (LF) 16,286.63

Width (LF) 69.83

Type Medium Level

Cost Factor 1.51Structure No. 480035

Removal of Existing Structures area 0.00

Default Cost per SF $110.00



Description NB BRIDGE OVER PENSACOLA BAY - CENTRAL-WEST ALTERNATIVE *INCLUDES REMOVAL OF EXISTING BRIDGE*

Bridge Pay Items



155.18 CY $400.51 $62,151.14


Bridge EX-Items


110-3 970,978.00 SF $20.00 $19,419,560.00



REMOVAL OF EXISTING STRUCTURES


1.00 AS $54,590.18 $54,590.18

Bridge PBBNBW Total $208,464,960.48

Bridge PBBSBW

Description Value


Primary Estimate YESLength (LF) 16,286.63

Width (LF) 69.83

Type Medium Level

Cost Factor 1.51

Structure No. 480035Removal of Existing Structures area 0.00


Factored Cost per SF $166.10

Final Cost per SF $166.18Basic Bridge Cost $188,904,761.44

Description SB BRIDGE OVER PENSACOLA BAY - CENTRAL-WEST ALTERNATIVE

Bridge Pay Items



155.18 CY $400.51 $62,151.14


Bridge PBBSBW Total $188,990,810.30





Sequence: 10 MIS - Miscellaneous Construction Net Length: 0.000 MI0 LF

Description: Pensacola: (1) Bridge Barrier Wall (2) Retaining Walls (3) Sea Walls (4) RipRap w/ Bedding Stone

ROADWAY COMPONENT

X-Items




32,573.26 LF $22.42 $730,292.49



4.00 LO $1,100.00 $4,400.00



DRAINAGE COMPONENT

X-Items




18,964.00 TN $80.53 $1,527,170.92

Comment: Seawall 1 (RT)- 820 TN Seawall 2 (RT)- 3474 TN Splash Zone Seawall 2- 742 TN Abutment Seawall- 1306 TN SZ Abut. Seawall- 3307 TN EB Ret. Wall- 5658 TN Abutment (Bridge)- 3657 TN

530-74 BEDDING STONE 4,429.00 TN $85.15 $377,129.35

Comment: Seawall 1 (RT)- 244 TN Seawall 2 (RT)- 1031 TN Abutment Seawall- 388 TN EB Ret. Wall- 1680 TN Abutment (Bridge)- 1086 TN



EX-Items




Comment: 1) PENSACOLA RETAINING WALL MAINLINE RT - 22,325 SF 2) PENSACOLA RETAINING WALL MAINLINE LT - 10,538 SF

548-XXX RETAINING WALL SYSTEM - SEAWALL

1,590.00 LF $650.00 $1,033,500.00

Comment: 1) PENSACOLA SEA WALL MAINLINE RT - 195 LF + 1,395 LF

Retaining Walls Component Total $2,840,965.00





Description: Central West Gulf Breeze bridge approach STA 1475+40 (End Bridge) to 1478+70.

Special Conditions:


EARTHWORK COMPONENT

User Input Data

Description Value











Pay Items


Amount


120-6 EMBANKMENT 11,516.92 CY $6.52 $75,090.32


ROADWAY COMPONENT

User Input Data

Description Value

Number of Lanes 7



Pay Items


Amount




562.65 TN $101.25 $56,968.31


281.32 TN $119.89 $33,727.45


Description Value



Base Code Y




Pay Items


Amount




5.63 TN $101.25 $570.04


2.81 TN $119.89 $336.89


Description Value






Pay Items


Amount


51.00 EA $3.35 $170.85


0.62 NM $1,021.21 $633.15


0.62 GM $522.34 $323.85


Description Value




Noise Barrier Wall Length 0.00Noise Barrier Wall Begin Height 0.00


Pay Items


Amount




73.33 TN $104.69 $7,676.92


SHOULDER COMPONENT

User Input Data

Description Value






Pay Items


Amount


330.00 LF $20.47 $6,755.10


330.00 LF $20.47 $6,755.10


Erosion Control

Pay Items


Amount




15.62 LF $4.11 $64.20


1.00 EA $2,492.26 $2,492.26



107-2 MOWING 1.59 AC $25.68 $40.83


MEDIAN COMPONENT

User Input Data

Description Value


Pay Items


Amount


660.00 LF $20.97 $13,840.20

521-1 MEDIAN CONC BARRIER WALL 330.00 LF $75.34 $24,862.20



DRAINAGE COMPONENT

Pay Items


Amount





425-2-41 MANHOLES, P-7, <10' 1.00 EA $3,241.95 $3,241.95




168.00 LF $51.22 $8,604.96


16.00 LF $79.46 $1,271.36


320.00 LF $121.15 $38,768.00



SIGNING COMPONENT

Pay Items


Amount


2.00 AS $260.97 $521.94


1.00 AS $898.37 $898.37


1.00 AS $6,200.11 $6,200.11


1.00 AS $9,304.72 $9,304.72


LIGHTING COMPONENT


Description Value

Spacing MIN

Pay Items





65.50 LF $16.35 $1,070.92


3.00 EA $360.36 $1,081.08


1,205.25 LF $2.29 $2,760.02


3.00 EA $4,120.55 $12,361.65


3.00 EA $534.62 $1,603.86






Sequence: 12 WDU - Widen/Resurface, Divided, Urban Net Length: 0.158 MI834 LF

Description: Central West Gulf Breeze STA 1478+70 to 1487+04

Special Conditions:


EARTHWORK COMPONENT

User Input Data

Description Value



Alignment Number 1

Distance 0.158




Existing Front Slope L/R 6 to 1 / 6 to 1

Existing Median Shoulder Cross Slope L/R 4.00 % / 4.00 %





Pay Items


Amount



2,328.77 CY $9.04 $21,052.08


ROADWAY COMPONENT

User Input Data

Description Value

Number of Lanes 7

Existing Roadway Pavement Width L/R 49.00 / 27.00Structural Spread Rate 220


Widened Outside Pavement Width L/R 15.00 / 33.00

Widened Inside Pavement Width L/R 0.00 / 0.00

Widened Structural Spread Rate 330Widened Friction Course Spread Rate 165

Pay Items


Amount




7,044.69 SY $2.38 $16,766.36




774.92 TN $101.25 $78,460.65


734.13 TN $101.25 $74,330.66


581.19 TN $119.89 $69,678.87


367.07 TN $119.89 $44,008.02


Description Value

Asphalt Adjustment 5.00Milling Code Y


Base Code Y


Pay Items


Amount




352.23 SY $2.38 $838.31


38.75 TN $101.25 $3,923.44


29.06 TN $119.89 $3,484.00


Description Value






Pay Items


Amount


128.00 EA $3.35 $428.80


1.58 NM $1,021.21 $1,613.51


1.58 GM $522.34 $825.30


SHOULDER COMPONENT

User Input Data

Description Value

Existing Total Outside Shoulder Width L/R 15.00 / 15.00



New Total Outside Shoulder Width L/R 10.25 / 15.25


Pay Items


Amount


834.24 LF $20.47 $17,076.89


834.24 LF $20.47 $17,076.89


463.47 SY $39.78 $18,436.84


Erosion Control

Pay Items


Amount




15.80 LF $4.11 $64.94


1.00 EA $2,492.26 $2,492.26



107-2 MOWING 1.38 AC $25.68 $35.44


MEDIAN COMPONENT

User Input Data

Description Value



Pay Items


Amount


1,668.48 LF $20.97 $34,988.03


X-Items


Amount


1,355.00 LF $20.97 $28,414.35





DRAINAGE COMPONENT

Pay Items


Amount





88.00 LF $51.22 $4,507.36


32.00 LF $79.46 $2,542.72



SIGNING COMPONENT

Pay Items


Amount


4.00 AS $260.97 $1,043.88


1.00 AS $898.37 $898.37




1.00 AS $4,850.55 $4,850.55



LIGHTING COMPONENT


Description Value

Spacing MIN

Pay Items





165.58 LF $16.35 $2,707.23


6.00 EA $360.36 $2,162.16


3,046.87 LF $2.29 $6,977.33


6.00 EA $4,120.55 $24,723.30


6.00 EA $534.62 $3,207.72






of 63LRE - R3: Project Details by Sequence Report


Sequence: 13 WDU - Widen/Resurface, Divided, Urban Net Length: 0.132 MI696 LF


EARTHWORK COMPONENT

User Input Data

Description Value



Alignment Number 1




Horizontal Elevation For End Section 100.00Existing Front Slope L/R 6 to 1 / 6 to 1

Existing Median Shoulder Cross Slope L/R 4.00 % / 4.00 %

Existing Outside Shoulder Cross Slope L/R 2.00 % / 2.00 %


Median Shoulder Cross Slope L/R 4.00 % / 4.00 % Outside Shoulder Cross Slope L/R 2.00 % / 2.00 %


Pay Items


Amount




ROADWAY COMPONENT

User Input Data

Description Value

Number of Lanes 7

Existing Roadway Pavement Width L/R 33.00 / 33.00



Widened Outside Pavement Width L/R 0.00 / 0.00Widened Inside Pavement Width L/R 12.00 / 0.00

Widened Structural Spread Rate 330


Pay Items


Amount




5,103.30 SY $2.38 $12,145.85


561.36 TN $101.25 $56,837.70

334-1-23 153.10 TN $101.25 $15,501.38



SUPERPAVE ASPH CONC, TRAF C, PG76-22,PMA


421.02 TN $119.89 $50,476.09


76.55 TN $119.89 $9,177.58


Description Value


Milling Code N



Pay Items


Amount




28.07 TN $101.25 $2,842.09


21.05 TN $119.89 $2,523.68


Description Value






Pay Items


Amount


107.00 EA $3.35 $358.45


1.05 NM $1,021.21 $1,072.27


1.32 GM $522.34 $689.49


SHOULDER COMPONENT

User Input Data

Description Value






Pay Items


Amount


695.90 LF $20.47 $14,245.07


695.90 LF $20.47 $14,245.07


773.23 SY $39.78 $30,759.09


Erosion Control

Pay Items


Amount




13.18 LF $4.11 $54.17


1.00 EA $2,492.26 $2,492.26



107-2 MOWING 1.15 AC $25.68 $29.53


MEDIAN COMPONENT

User Input Data

Description Value


Pay Items


Amount


X-Items


Amount


670.00 LF $20.97 $14,049.90

Comment: Median curb and gutter for turn lanes and traffic island


DRAINAGE COMPONENT

Pay Items


Amount







72.00 LF $51.22 $3,687.84


24.00 LF $79.46 $1,907.04



SIGNING COMPONENT

Pay Items


Amount


3.00 AS $260.97 $782.91


1.00 AS $898.37 $898.37




1.00 AS $4,850.55 $4,850.55



LIGHTING COMPONENT


Description Value

Spacing MIN

Pay Items





138.13 LF $16.35 $2,258.43


5.00 EA $360.36 $1,801.80


2,541.63 LF $2.29 $5,820.33


5.00 EA $4,120.55 $20,602.75


5.00 EA $534.62 $2,673.10







Description: Gulf Breeze Wayside Park driveway reconstruction

Special Conditions:

Average width used for roadway

EARTHWORK COMPONENT

User Input Data

Description Value










Pay Items


Amount


120-6 EMBANKMENT 1,285.39 CY $6.52 $8,380.74


ROADWAY COMPONENT

User Input Data

Description Value

Number of Lanes 2



Pay Items


Amount




168.04 TN $101.25 $17,014.05


84.02 TN $119.89 $10,073.16


Description Value


Base Code Y




Pay Items


Amount




47.05 TN $101.25 $4,763.81


23.53 TN $119.89 $2,821.01


Description Value






Pay Items


Amount


7.00 EA $3.35 $23.45


0.20 NM $1,021.21 $204.24


0.10 GM $522.34 $52.23


SHOULDER COMPONENT

User Input Data

Description Value



Pay Items


Amount


261.89 LF $20.47 $5,360.89


261.89 LF $20.47 $5,360.89


349.18 SY $39.78 $13,890.38

Erosion Control

Pay Items


Amount






12.40 LF $4.11 $50.96


1.00 EA $2,492.26 $2,492.26



107-2 MOWING 0.60 AC $25.68 $15.41


DRAINAGE COMPONENT

Pay Items


Amount





425-2-41 MANHOLES, P-7, <10' 1.00 EA $3,241.95 $3,241.95


120.00 LF $51.22 $6,146.40


16.00 LF $79.46 $1,271.36


248.00 LF $121.15 $30,045.20



SIGNING COMPONENT

Pay Items


Amount


1.00 AS $260.97 $260.97


1.00 AS $898.37 $898.37


1.00 AS $6,200.11 $6,200.11


LIGHTING COMPONENT


Description Value

Spacing MIN

Pay Items




BORE 51.98 LF $16.35 $849.87


2.00 EA $360.36 $720.72




956.49 LF $2.29 $2,190.36


2.00 EA $4,120.55 $8,241.10


2.00 EA $534.62 $1,069.24







Description: Gulf Breeze Boat Launch driveway new construction

Special Conditions:


EARTHWORK COMPONENT

User Input Data

Description Value










Pay Items


Amount


120-6 EMBANKMENT 3,198.04 CY $6.52 $20,851.22


ROADWAY COMPONENT

User Input Data

Description Value

Number of Lanes 2



Pay Items


Amount




186.09 TN $101.25 $18,841.61


93.04 TN $119.89 $11,154.57

X-Items


Amount


617.00 LF $33.56 $20,706.52

Comment: ALONG RETAINING WALL RT




Description Value






Pay Items


Amount


11.00 EA $3.35 $36.85


0.48 NM $1,021.21 $490.18


SHOULDER COMPONENT

User Input Data

Description Value




Pay Items


Amount


422.93 LF $20.47 $8,657.38


422.93 LF $20.47 $8,657.38


469.92 SY $39.78 $18,693.42


Erosion Control

Pay Items


Amount




20.03 LF $4.11 $82.32


1.00 EA $2,492.26 $2,492.26



107-2 MOWING 0.10 AC $25.68 $2.57




DRAINAGE COMPONENT

Pay Items


Amount





425-2-41 MANHOLES, P-7, <10' 1.00 EA $3,241.95 $3,241.95


192.00 LF $51.22 $9,834.24


24.00 LF $79.46 $1,907.04


408.00 LF $121.15 $49,429.20



SIGNING COMPONENT

Pay Items


Amount


2.00 AS $215.04 $430.08




LIGHTING COMPONENT


Description Value

Spacing MIN

Pay Items




1,544.65 LF $2.29 $3,537.25


422.93 LF $3.79 $1,602.90


83.94 LF $12.67 $1,063.52


3.00 EA $416.93 $1,250.79


3.00 EA $534.62 $1,603.86


3.00 EA $8,533.75 $25,601.25






of 63LRE - R3: Project Details by Sequence Report




EARTHWORK COMPONENT

User Input Data

Description Value



Alignment Number 1







Pay Items


Amount




ROADWAY COMPONENT

User Input Data

Description Value

Number of Lanes 6




Pay Items


Amount




1,103.13 TN $101.25 $111,691.91


551.57 TN $119.89 $66,127.73

X-Items


Amount


558.00 TN $227.80 $127,112.40

Comment: (UNDER BRIDGE BAYS: 4318 SY + UNDER BRIDGE ABUT: 1266 SY)* 2" THICK *100LB/SY-IN




Description Value






Pay Items


Amount


77.00 EA $3.35 $257.95


0.33 NM $1,021.21 $337.00


0.81 GM $522.34 $423.10


SHOULDER COMPONENT

User Input Data

Description Value



X-Items


Amount


2,370.00 LF $20.47 $48,513.90

Comment: OUTSIDE EDGE 540', BAY 1 420', BAY 2 390', BAY 3 400', BAY 4 400', ABUTMENT 220'


860.00 SY $39.78 $34,210.80

Comment: OUTSIDE EDGE 275*5 BAY 1 210*5, BAY 2 480*5, BAY 4 270*5, UNDER BRIDGE SIDEWALK 310'*5


Comment: BL BAYS 830SF + 1152SF, WAYSIDE INFIELDS 3786SF + 1530SF, BL INFIELDS 3641SF + 3019SF

Erosion Control

Pay Items


Amount




20.35 LF $4.11 $83.64


1.00 EA $2,492.26 $2,492.26





107-2 MOWING 0.10 AC $25.68 $2.57


DRAINAGE COMPONENT

Pay Items


Amount





425-2-41 MANHOLES, P-7, <10' 1.00 EA $3,241.95 $3,241.95


192.00 LF $51.22 $9,834.24


16.00 LF $79.46 $1,271.36


408.00 LF $121.15 $49,429.20



SIGNING COMPONENT

Pay Items


Amount


2.00 AS $215.04 $430.08




LIGHTING COMPONENT


Description Value

Spacing MIN

Pay Items




1,569.72 LF $2.29 $3,594.66


429.79 LF $3.79 $1,628.90


85.31 LF $12.67 $1,080.88


3.00 EA $416.93 $1,250.79


3.00 EA $534.62 $1,603.86


3.00 EA $8,533.75 $25,601.25




Description: Gulf Breeze: (1) Retaining Walls (2) Sea Walls (3) RipRap w/ Bedding Stone

DRAINAGE COMPONENT

X-Items




5,788.00 TN $80.53 $466,107.64

Comment: Boat Launch Seawall- 1335 TN Splash Zone Seawall- 412 TN EB Ret. Wall- 456 TN WB Ret. Wall-638 TN Bridge Abutment- 2947 TN

530-74 BEDDING STONE 1,598.00 TN $85.15 $136,069.70

Comment: Boat Launch Seawall- 397 TN EB Ret. Wall- 136 TN WB Ret. Wall- 190 TN Bridge Abutment- 875 TN



EX-Items



548-XX RETAINING WALL SYSTEM 6,090.00 SF $55.00 $334,950.00

Comment: 1) GULF BREEZE RETAINING WALL MAINLINE RT - 3,065 SF 2) GULF BREEZE RETAINING WALL MAINLINE LT - 3,025 SF

548-XXX RETAINING WALL SYSTEM - SEAWALL

500.00 LF $650.00 $325,000.00

Comment: 1) GULF BREEZE SEA WALL BL DRIVEWAY - 500 LF








Description of Work

X-Items



3,000.00 LF $14.26 $42,780.00


6.00 EA $6,271.55 $37,629.30


20,000.00 LF $1.70 $34,000.00


2.00 EA $80.00 $160.00


15,840.00 LF $8.53 $135,115.20


3,000.00 LF $2.50 $7,500.00


2.00 EA $1,942.48 $3,884.96



15.00 EA $26,750.00 $401,250.00


10.00 EA $8,955.00 $89,550.00


15.00 EA $3,793.10 $56,896.50


1.00 EA $29,727.60 $29,727.60

EX-Items




20,000.00 LF $1.45 $29,000.00



1.00 EA $55,069.57 $55,069.57



10.00 EA $2,103.38 $21,033.80








BRIDGES COMPONENT

Bridge FENDER

Description Value

Estimate Type SF EstimatePrimary Estimate YES

Length (LF) 20.00

Width (LF) 20.00

Type Medium Level

Cost Factor 1.00Structure No.

Removal of Existing Structures area 0.00





Bridge Pay Items



44.44 CY $400.51 $17,798.66


Bridge X-Items



11,600.00 LF $43.07 $499,612.00


40.50 MB $15,112.74 $612,065.97


12.20 MB $14,250.68 $173,858.30








ROADWAY COMPONENT

EX-Items




1.00 LS $1,596,224.00 $1,596,224.00






Date: 10/3/2014 4:46:07 PM






Project Manager:





101-1 Mobilization 10.00 % $44,005,488.51




Complex MOT due to nature of project.

Design/Build 9.50 % $45,985,735.49

Non-Bid Components:



LS $150,000.00 $150,000.00





long range estimate - pensacola bay...

Documents