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Date: 8/11/2026 10:11:54 AM
FDOT Long Range Estimating System - Production
R3: Project Details by Sequence Report
Project: 454217-1-52-01
Letting Date: 02/2029
Description: SR 5 (US 1) Resurfacing from SR 50 (Cheney Hwy) to SR 406 (Garden St), MP 0.000 to MP 4.117 & MP 35.686 to MP 35.699
District: 05 County: 70 BREVARD
Market Area: 08 Units: English
Contract Class: Lump Sum Project: N
Design/Build: N Project Length: 4.130 MI
Project Manager: HNTB/CB/RX
Version 7-P Project Grand Total
$16,020,131.32
Description: SR 5 (US 1) from SR 50 (Cheney Hwy) to SR 406 (MP 0.000 to MP 4.117 & MP 35.686 to MP 35.699). (FY 28-32 Update 5/20/2026; Updated by KNHNTRX on 10/16/2025).
Sequence: 1 RSD - Resurfacing, Divided
Net Length: 1.788 MI
9.441 LF
Description: SR 5 (US 1) from SR 50 (Cheney Hwy) to Alhambra St (MP 0.000 to MP 1.775, 35.686 to MP 35.699). Includes intersection lighting retrofit for 4 signals.
EARTHWORK COMPONENT
User Input Data
Description Value
Standard Clearing and Grubbing Limits L/R 2.67 / 2.67
Incidental Clearing and Grubbing Area 0.00
Pay Items
Pay item Description Quantity Unit Unit Price Extended Amount
110-1-1 CLEARING & GRUBBING 1.16 AC $22,500.00 $26,100.00
Earthwork Component Total $26,100.00
ROADWAY COMPONENT
User Input Data
User Input Data
Description Value
Number of Lanes 4
Roadway Pavement Width L/R 24.00 / 24.00
Structural Spread Rate 165
Friction Course Spread Rate 165
Pay Items
Pay item Description Quantity Unit Unit Price Extended Amount
327-70-4 MILLING EXIST ASPH PAVT, 3" AVG DEPTH 50,350.08 SY $3.25 $163,637.76
334-1-53 SUPERPAVE ASPH CONC, TRAF C, PG76-22 4,153.88 TN $160.00 $664,620.80
337-7-83 ASPH CONC FC,TRAFFIC C,FC-12.5,PG 76-22 4,153.88 TN $169.25 $703,044.19
X-Items
Pay item Description Quantity Unit Unit Price Extended Amount
110-1-1 CLEARING & GRUBBING 0.11 AC $22,500.00 $2,475.00
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Comment: Guardrail replacement and minor widening at SR 50, median modifications at several intersections
110-4-10 REMOVAL OF EXIST CONC 294.00 SY 46.00 13,524.00
Comment: 10 curb ramp reconstructions for ADA in-kind (134 SY). 10 curb ramps for ADA reconstruction with additional impacts (160 SY).
327-70-1 MILLING EXIST ASPH PAVT, 1" AVG DEPTH 2,518.00 SY 4.25 10,701.50
Comment: Deeper rehab for 5% of project. 50,350.08 x .05 = 2,518 SY
327-70-4 MILLING EXIST ASPH PAVT, 3" AVG DEPTH 9,974.00 SY 3.25 32,415.50
Comment: 34 turn lanes × 11-ft (avg) × 240-ft long (avg) = 9,974 SY
334-1-53 SUPERPAVE ASPH CONC, TRAF C, PG76-22 962.00 TN 160.00 153,920.00
Comment: 1" for deeper rehab for 5% of project (2,518 × 110 / 2000 = 139 TN) 1.5" for 34 turn lanes (9974 × 165 /2000 = 823 TN)
337-7-83 ASPH CONC FC, TRAFFIC C,FC-12.5,PG 76-22 823.00 TN 169.25 139,292.75
Comment: 1.5" for 34 turn lanes (9974 × 165 /2000 = 823 TN)
339-1 MISCELLANEOUS ASPHALT PAVEMENT 5.03 TN 450.00 2,263.50
Comment: For new guardrail at MP 35.643 RT
520-1-10 CONCRETE CURB & GUTTER, TYPE F 455.00 LF 52.25 23,773.75
Comment: 20 curb ramps for ADA reconstruction, 18LF per ramp = 360 LF plus additional 95LF at SR 50
522-1 CONCRETE SIDEWALK AND DRIVEWAYS, 4" 40.00 SY 86.00 3,440.00
Comment: Sidewalk impacts due to ADA ramp reconstruction
522-2 CONCRETE SIDEWALK AND DRIVEWAYS, 6" 200.00 SY 117.00 23,400.00
Comment: 20 curb ramps for ADA reconstruction (20 × 10SY each = 200 SY)
527-2 DETECTABLE WARNINGS 300.00 SF 35.00 10,500.00
Comment: curb ramp replacement at 12 sf per ramp, 20 × 12 = 240 SF 5 curb ramps missing DWS = 5 × 12 = 60
536-1-1 GUARDRAIL- ROADWAY, GEN TL-3 100.00 LF 26.00 2,600.00
Comment: Guardrail replacement at MP 35.643 RT
536-8-112 GUARDRA CONN TO RIGID BA, F&I, N APPR 3 1.00 EA 3,300.00 3,300.00
Comment: MP 35.643 RT
536-73 GUARDRAIL REMOVAL 65.00 LF 2.75 178.75
Comment: Guardrail removal at MP 35.643 RT
536-85-24 GUARDRAIL END TREATMENT-PARA APP TERM 1.00 EA 3,500.00 3,500.00
Comment: MP 35.643 RT
570-1-2 PERFORMANCE TURF, SOD 90.00 SY 6.25 562.50
Comment: ADA curb ramp reconstruction
710-11-123 PAINTED PAVT MARK,STD,WHITE,SOLID, 12" 2,298.00 LF 1.75 4,021.50
710-11-125 PAINTED PAVT MARK,STD,WHITE,SOLID,24" 2,805.00 LF 2.75 7,713.75
710-11-170 PAINTED PAVT MARK,STD,WHITE, ARROWS 61.00 EA 45.00 2,745.00
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710-11-201 PAINTED PAVT MARK,STD,YELLOW,SOLID,6" 7.15 GM $1,585.00 $11,332.75
711-11-123 THERMOPLASTIC, STD, WHITE, SOLID, 12" 2,298.00 LF $4.00 $9,192.00
711-11-125 THERMOPLASTIC, STD, WHITE, SOLID, 24" 2,805.00 LF $7.75 $21,738.75
711-11-170 THERMOPLASTIC, STD, WHITE, ARROW 61.00 EA $95.00 $5,795.00
| Turnouts/Crossovers Subcomponent | |
| Description | Value |
|---|---|
| Asphalt Adjustment | 5.00 |
| Milling Code | Y |
| Friction Course Code | Y |
Pay Items
| Pay items | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 327-70-4 | MILLING EXIST ASPH PAVT, 3" AVG DEPTH | 2,517.50 SY | $3.25 | $8,181.88 |
| 334-1-53 | SUPERPAVE ASPH CONC, TRAF C, PG76-22 | 207.69 TN | $160.00 | $33,230.40 |
| 337-7-83 | ASPH CONC FC,TRAFFIC C,FC-12.5,PG 76-22 | 207.69 TN | $169.25 | $35,151.53 |
Pavement Marking Subcomponent
| Pavement Marking Subcomponent | |
| Description | Value |
|---|---|
| Include Thermo/Tape/Other | Y |
| Pavement Type | Asphalt |
| Solid Stripe No. of Paint Applications | 1 |
| Solid Stripe No. of Stripes | 4 |
| Skip Stripe No. of Paint Applications | 1 |
| Skip Stripe No. of Stripes | 2 |
Pay Items
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 706-1-3 | RAISED PAVMT MARK, TYPE B | 724.00 EA | $5.00 | $3,620.00 |
| 710-11-101 | PAINTED PAVT MARK,STD,WHITE,SOLID,6" | 7.15 GM | $1,585.00 | $11,332.75 |
| 710-11-131 | PAINTED PAVT MARK,STD,WHITE,SKIP, 6" | 3.58 GM | $700.00 | $2,506.00 |
| 711-16-101 | THERMOPLASTIC, STD-OTH, WHITE, SOLID, 6" | 7.15 GM | $5,550.00 | $39,682.50 |
| 711-16-131 | THERMOPLASTIC, STD-OTH, WHITE, SKIP, 6" | 3.58 GM | $1,800.00 | $6,444.00 |
| 711-16-201 | THERMOPLASTIC, STD-OTH,YELLOW, SOLID, 6" | 7.15 GM | $5,550.00 | $39,682.50 |
| Roadway Component Total | $2,199,520.31 |
SHOULDER COMPONENT
| User Input Data | |
| Description | Value |
|---|---|
| Total Outside Shoulder Width L/R | 10.00 / 10.00 |
| Total Outside Shoulder Perf. Turf Width L/R | 2.67 / 2.67 |
| Paved Outside Shoulder Width L/R | 4.00 / 4.00 |
| Structural Spread Rate | 0 |
| Friction Course Spread Rate | 165 |
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Total Width (T) / 8" Overlap (O) T
Rumble Strips bar t 1/2No. of Sides 0
Pay Items
Pay item Description Quantity Unit Unit Price Extended Amount
327-70-6 MILLING EXIST ASPH PAVT,1 1/2" AVG DEPTH 8,391.68 SY 3.75 31,468.80
337-7-83 ASPH CONC FC,TRAFFIC C,FC-12.5,PG 76-22 692.31 TN 169.25 117,173.47
570-1-2 PERFORMANCE TURF, SOD 5,601.45 SY 6.25 35,009.06
X-Items
Pay item Description Quantity Unit Unit Price Extended Amount
160-4 TYPE B STABILIZATION 72.00 SY 26.00 1,872.00
Comment: Shoulder widening at SR 50
285-701 OPTIONAL BASE,BASE GROUP 01 34.00 SY 37.50 1,275.00
Comment: Shoulder widening at SR 50
334-1-13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C 2.79 TN 319.00 890.01
Comment: Shoulder widening at SR 50, 33.72 SY x 165/2000 = 2.79 TN
337-7-83 ASPH CONC FC,TRAFFIC C,FC-12.5,PG 76-22 2.79 TN 169.25 472.21
Comment: Shoulder widening at SR 50, 33.72 SY x 165/2000 = 2.79 TN
570-1-2 PERFORMANCE TURF, SOD 1,171.00 SY 6.25 7,318.75
Comment: Shoulder widening at SR 50 (17 SY). 15% of shoulder rework (1.788*5280*0.15)*(10ft-2.67ft)/9= 1154 SY
Erosion Control
Pay Items
Pay item Description Quantity Unit Unit Price Extended Amount
104-10-3 SEDIMENT BARRIER 2,600.00 LF 2.75 7,150.00
104-11 FLOATING TURBIDITY BARRIER 500.00 LF 16.25 8,125.00
104-12 STAKED TURBIDITY BARRIER-NYL REINF PVC 250.00 LF 10.00 2,500.00
104-18 INLET PROTECTION SYSTEM 50.00 EA 189.00 9,450.00
107-1 LITTER REMOVAL 13.00 AC 101.00 1,313.00
107-2 MOWING 13.00 AC 121.00 1,573.00
Shoulder Component Total 225,590.30
MEDIAN COMPONENT
User Input Data
Description Value
Total Median Width 40.00
Performance Turf Width 0.00
Total Median Shoulder Width L/R 0.00 / 0.00
Paved Median Shoulder Width L/R 0.00 / 0.00
Structural Spread Rate 110
Friction Course Spread Rate 80
Total Width (T) / 8" Overlap (O) T
Rumble Strips bar t 1/2No. of Sides 0
X-Items
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| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 520-5-12 | TRAF SEP CONC-TYPE I, 6' WIDE | 33.00 LF | $115.00 | $3,795.00 |
| Median Component Total | $3,795.00 |
DRAINAGE COMPONENT
X-Items
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 425-1-441 | INLETS, CURB, TYPE J-4, <10' | 1.00 EA | $17,200.00 | $17,200.00 |
| 425-82 | REPLACE GRATE | 17.00 EA | $1,515.00 | $25,755.00 |
| 430-175-118 | PIPE CULV, OPT MATL, ROUND, 18"S/CD | 8.00 LF | $201.75 | $1,614.00 |
| Drainage Component Total | $44,569.00 |
SIGNING COMPONENT
Pay Items
| Pay items | ||||
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 700-1-111 | SINGLE COL GRND SIGN AS, F&I GM, <12 SF | 36.00 EA | $572.00 | $20,592.00 |
| 700-1-112 | SINGLE COL GRND SIGN AS, F&I GM, 12-20 | 33.00 EA | $2,025.00 | $66,825.00 |
| 700-1-500 | SINGLE COL GRND SIGN AS, RELOCATE | 4.00 EA | $350.00 | $1,400.00 |
| 700-1-600 | SINGLE COL GRND SIGN AS, REMOVE | 29.00 EA | $50.00 | $1,450.00 |
| 700-2-114 | MULTI- COLUMN SIGN, F&I GM, 30.1-50 SF | 9.00 EA | $8,130.00 | $73,170.00 |
| 700-2-600 | MULTI- COLUMN GROUND SIGN, REMOVE | 1.00 EA | $1,260.00 | $1,260.00 |
| Signing Component Total | $164,697.00 | |||
SIGNALIZATIONS COMPONENT
Signalization 1
| Description | Value |
|---|---|
| Type | 4 Lane Mast Arm |
| Multiplier | 1 |
| Description | SR 50 intersection |
Pay Items
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 630-2-12 | CONDUIT, F& I, DIRECTIONAL BORE | 250.00 LF | $40.00 | $10,000.00 |
| 632-7-1 | SIGNAL CABLE- NEW OR RECO, FUR & INSTALL | 1.00 PI | $12,000.00 | $12,000.00 |
| 635-2-11 | PULL & SPLICE BOX, F&I, 13" x 24" | 6.00 EA | $1,722.00 | $10,332.00 |
| 646-1-11 | ALUMINUM SIGNALS POLE, PEDESTAL | 2.00 EA | $2,955.00 | $5,910.00 |
| 653-1-11 | PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY | 2.00 AS | $1,015.00 | $2,030.00 |
| 660-2-106 | LOOP ASSEMBLY, F&I, TYPE F | 5.00 AS | $1,945.00 | $9,725.00 |
| 665-1-11 | PEDESTRIAN DETECTOR, F&I, STANDARD | 2.00 EA | $422.00 | $844.00 |
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| X-Items | ||||
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 646-1-60 | ALUMINUM SIGNALS POLE, REMOVE | 2.00 EA | $455.00 | $910.00 |
| 660-2-102 | LOOP ASSEMBLY, F&I, TYPE B | 4.00 AS | $1,545.00 | $6,180.00 |
| Signalization 2 | ||||
| Description | Value | |||
| Type | 4 Lane Mast Arm | |||
| Multiplier | 1 | |||
| Description | Knox McRae intersection | |||
Pay Items
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 630-2-12 | CONDUIT, F& I, DIRECTIONAL BORE | 250.00 LF | $40.00 | $10,000.00 |
| 632-7-1 | SIGNAL CABLE- NEW OR RECO, FUR & INSTALL | 1.00 PI | $12,000.00 | $12,000.00 |
| 635-2-11 | PULL & SPLICE BOX, F&I, 13" x 24" | 10.00 EA | $1,722.00 | $17,220.00 |
| 646-1-11 | ALUMINUM SIGNALS POLE, PEDESTAL | 6.00 EA | $2,955.00 | $17,730.00 |
| 653-1-11 | PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY | 6.00 AS | $1,015.00 | $6,090.00 |
| 660-2-106 | LOOP ASSEMBLY, F&I, TYPE F | 3.00 AS | $1,945.00 | $5,835.00 |
| 665-1-11 | PEDESTRIAN DETECTOR, F&I, STANDARD | 6.00 EA | $422.00 | $2,532.00 |
X-Items
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 646-1-60 | ALUMINUM SIGNALS POLE, REMOVE | 3.00 EA | $455.00 | $1,365.00 |
| 650-2-102 | VEHIC SIGNAL AUX, REP/RETROFIT- F&I, BAC | 7.00 EA | $600.00 | $4,200.00 |
| 660-2-102 | LOOP ASSEMBLY, F&I, TYPE B | 4.00 AS | $1,545.00 | $6,180.00 |
| 660-4-11 | VEHICLE DETECTION SYSTEM- VIDEO, CABINET | 1.00 EA | $21,000.00 | $21,000.00 |
| 660-4-12 | VEHICLE DETECTION SYSTEM- VIDEO, ABOVE G | 3.00 EA | $8,100.00 | $24,300.00 |
| 660-4-60 | VEHICLE DETECTION SYSTEM- VIDEO, REMOVE | 3.00 EA | $605.00 | $1,815.00 |
| 660-9-11 | TRAFFIC DATA DETECT SYS- VIDEO, F&I, CAB | 1.00 EA | $26,625.00 | $26,625.00 |
| 660-9-12 | TRAFFIC DATA DETECT SYS- VIDEO, F&I, ABO | 3.00 EA | $12,110.00 | $36,330.00 |
| 684-1-1 | MANAGED FIELD ETHERNET SWITCH, F&I | 1.00 EA | $5,425.00 | $5,425.00 |
| 685-1-13 | UPS, F&I, LINE INTERACTIVE W CAB | 1.00 EA | $13,815.00 | $13,815.00 |
| 685-2-1 | REMOTE POWER MANAGEMENT UNIT- RPMU, F&I | 1.00 EA | $1,260.00 | $1,260.00 |
| Description | Value |
|---|---|
| Type | 4 Lane Mast Arm |
| Multiplier | 1 |
| Description | Olmstead intersection |
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Pay Items
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 630-2-12 | CONDUIT, F& I, DIRECTIONAL BORE | 250.00 LF | $40.00 | $10,000.00 |
| 632-7-1 | SIGNAL CABLE- NEW OR RECO, FUR & INSTALL | 1.00 PI | $12,000.00 | $12,000.00 |
| 635-2-11 | PULL & SPLICE BOX, F&I, 13" x 24" | 8.00 EA | $1,722.00 | $13,776.00 |
| 646-1-11 | ALUMINUM SIGNALS POLE, PEDESTAL | 8.00 EA | $2,955.00 | $23,640.00 |
| 653-1-11 | PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY | 8.00 AS | $1,015.00 | $8,120.00 |
| 660-2-106 | LOOP ASSEMBLY, F&I, TYPE F | 6.00 AS | $1,945.00 | $11,670.00 |
| 665-1-11 | PEDESTRIAN DETECTOR, F&I, STANDARD | 8.00 EA | $422.00 | $3,376.00 |
X-Items
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 646-1-60 | ALUMINUM SIGNALS POLE, REMOVE | 2.00 EA | $455.00 | $910.00 |
| 650-1-16 | VEH TRAF SIGNAL,F&I ALUMINUM, 4 S 1 W | 2.00 AS | $2,150.00 | $4,300.00 |
| 650-2-109 | VEHIC SIGNAL AUX, REP/RETR F&I, FLEX BAC | 8.00 EA | $710.00 | $5,680.00 |
| 653-1-60 | PEDESTRIAN SIGNAL, REMOVE | 2.00 AS | $130.00 | $260.00 |
| 660-2-102 | LOOP ASSEMBLY, F&I, TYPE B | 4.00 AS | $1,545.00 | $6,180.00 |
| 660-4-11 | VEHICLE DETECTION SYSTEM-VIDEO, CABINET | 1.00 EA | $21,000.00 | $21,000.00 |
| 660-4-12 | VEHICLE DETECTION SYSTEM-VIDEO, ABOVE G | 4.00 EA | $8,100.00 | $32,400.00 |
| 660-4-60 | VEHICLE DETECTION SYSTEM-VIDEO, REMOVE | 4.00 EA | $605.00 | $2,420.00 |
| 660-9-11 | TRAFFIC DATA DETECT SYS-VIDEO, F&I, CAB | 1.00 EA | $26,625.00 | $26,625.00 |
| 660-9-12 | TRAFFIC DATA DETECT SYS-VIDEO, F&I, ABO | 4.00 EA | $12,110.00 | $48,440.00 |
| 665-1-60 | PEDESTRIAN DETECTOR, REMOVE | 2.00 EA | $70.00 | $140.00 |
| 684-1-1 | MANAGED FIELD ETHERNET SWITCH, F&I | 1.00 EA | $5,425.00 | $5,425.00 |
| 685-1-13 | UPS, F&I, LINE INTERACTIVE W CAB | 1.00 EA | $13,815.00 | $13,815.00 |
| 685-2-1 | REMOTE POWER MANAGEMENT UNIT- RPMU, F&I | 1.00 EA | $1,260.00 | $1,260.00 |
Signalization 4
| Description | Value |
|---|---|
| Type | 4 Lane Mast Arm |
| Multiplier | 1 |
| Description | Country Club Dr intersection |
Pay Items
| Pay items | ||||
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 630-2-12 | CONDUIT, F& I, DIRECTIONAL BORE | 250.00 LF | $40.00 | $10,000.00 |
| 632-7-1 | SIGNAL CABLE- NEW OR RECO, FUR & INSTALL | 1.00 PI | $12,000.00 | $12,000.00 |
| 635-2-11 | PULL & SPLICE BOX, F&I, 13" x 24" | 10.00 EA | $1,722.00 | $17,220.00 |
| 646-1-11 | ALUMINUM SIGNALS POLE, PEDESTAL | 6.00 EA | $2,955.00 | $17,730.00 |
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653-1-11 PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY 6.00 AS $1,015.00 $6,090.00
660-2-106 LOOP ASSEMBLY, F&I, TYPE F 3.00 AS $1,945.00 $5,835.00
665-1-11 PEDESTRIAN DETECTOR, F&I, STANDARD 6.00 EA $422.00 $2,532.00
X-Items
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 646-1-60 | ALUMINUM SIGNALS POLE, REMOVE | 2.00 EA | $455.00 | $910.00 |
| 650-2-109 | VEHIC SIGNAL AUX, REP/RETR F&I, FLEX BAC | 7.00 EA | $710.00 | $4,970.00 |
| 653-1-60 | PEDESTRIAN SIGNAL, REMOVE | 1.00 AS | $130.00 | $130.00 |
| 660-2-102 | LOOP ASSEMBLY, F&I, TYPE B | 4.00 AS | $1,545.00 | $6,180.00 |
| 660-4-11 | VEHICLE DETECTION SYSTEM-VIDEO, CABINET | 1.00 EA | $21,000.00 | $21,000.00 |
| 660-4-12 | VEHICLE DETECTION SYSTEM-VIDEO, ABOVE G | 3.00 EA | $8,100.00 | $24,300.00 |
| 660-4-60 | VEHICLE DETECTION SYSTEM-VIDEO, REMOVE | 3.00 EA | $605.00 | $1,815.00 |
| 660-9-11 | TRAFFIC DATA DETECT SYS-VIDEO, F&I, CAB | 1.00 EA | $26,625.00 | $26,625.00 |
| 660-9-12 | TRAFFIC DATA DETECT SYS-VIDEO, F&I, ABO | 3.00 EA | $12,110.00 | $36,330.00 |
| 665-1-60 | PEDESTRIAN DETECTOR, REMOVE | 1.00 EA | $70.00 | $70.00 |
| 684-1-1 | MANAGED FIELD ETHERNET SWITCH, F&I | 1.00 EA | $5,425.00 | $5,425.00 |
| 685-1-13 | UPS, F&I, LINE INTERACTIVE W CAB | 1.00 EA | $13,815.00 | $13,815.00 |
| 685-2-1 | REMOTE POWER MANAGEMENT UNIT- RPMU, F&I | 1.00 EA | $1,260.00 | $1,260.00 |
| Traffic Monitoring 1 | |
| Description | Value |
|---|---|
| Lanes | 4 |
| Multiplier | 1 |
Pay Items
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 695-1-1 | TMS VEH SNSR-NON-WEIGHT, F&I, | 4.00 EA | $2,750.00 | $11,000.00 |
| 695-6-12 | TMS IND LOOP ASSEMBLY | 4.00 EA | $2,175.00 | $8,700.00 |
| Signalizations Component Total | $757,027.00 |
LIGHTING COMPONENT
Conventional Lighting Subcomponent
Description Value
Spacing MIN
Pay Items
Pay item Description Quantity Unit Unit Price Extended Amount
630-2-11 CONDUIT, F& I, OPEN TRENCH 2,200.00 LF $23.25 $51,150.00
630-2-12 CONDUIT, F& I, DIRECTIONAL BORE 1,600.00 LF $40.00 $64,000.00
635-2-11 PULL & SPLICE BOX, F&I, 13" x 24" 56.00 EA $1,722.00 $96,432.00
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715-61-342 LIGHT POLE CMPLT,STD,F&I,40'MH,12'ARM L 32.00 EA $10,600.00 $339,200.00
715-500-1 POLE CABLE DIST SYS,CONVENTIONALSubcomponent Total 32.00 EA $930.00 $29,760.00$580,542.00
X-Items
Pay item Description Quantity Unit Unit Price Extended Amount
715-1-12 LIGHTING CONDUCTORS, F&I,INSUL,NO.8-6 11,400.00 LF $3.25 $37,050.00
715-7-11 LOAD CENTER, F&I, SECONDARYVOLTAGE 4.00 EA $22,210.00 $88,840.00
Lighting Component Total $706,432.00
Sequence 1 Total $4,127,730.61
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Sequence: 2 RSD - Resurfacing, Divided
Net Length: 1.303 MI 6.880 LF
Description: SR 5 (US 1) from Alhambra St to Grace St (MP 1.775 to MP 3.078). Includes intersection lighting retrofit for 4 signals.
ROADWAY COMPONENT
User Input Data
Description Value
Number of Lanes 4
Roadway Pavement Width L/R 24.00 / 24.00
Structural Spread Rate 165
Friction Course Spread Rate 165
Pay Items
Pay item Description Quantity Unit Unit Price Extended Amount
327-70-4 MILLING EXIST ASPH PAVT, 3" AVG DEPTH 36,692.48 SY $3.25 $119,250.56
334-1-53 SUPERPAVE ASPH CONC, TRAF C, PG76-22 3,027.13 TN $160.00 $484,340.80
337-7-83 ASPH CONC FC,TRAFFIC C,FC-12.5,PG 76-22 3,027.13 TN $169.25 $512,341.75
| X-Items | ||||
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 110-1-1 | CLEARING & GRUBBING | 0.31 AC | 22,500.00 | 6,975.00 |
| Comment: Median modifications and sod removal | ||||
| 110-4-10 | REMOVAL OF EXIST CONC | 789.00 SY | 46.00 | 36,294.00 |
| Comment: 10 curb ramps ADA in-kind(140 SY) & 25 curb ramps ADA recon with addtl drainage/sdwlk impacts(467 SY). Driveway apron removal at pelican pt(100 SY). Curb rmvl @ Harrison(28SY). Dwy rmvl 1.85(54SY) | ||||
| 160-4 | TYPE B STABILIZATION | 127.00 SY | 26.00 | 3,302.00 |
| Comment: Asphalt reconstruction of existing driveway apron at Pelican Pt (100 SY). Median widening at Harrison (27 SY). | ||||
| 285-701 | OPTIONAL BASE,BASE GROUP 01 | 100.00 SY | 37.50 | 3,750.00 |
| Comment: Asphalt reconstruction of existing driveway apron at Pelican Pt (100 SY). | ||||
| 285-709 | OPTIONAL BASE,BASE GROUP 09 | 27.00 SY | 93.00 | 2,511.00 |
| Comment: Median widening at Harrison (27 SY). | ||||
| 327-70-1 | MILLING EXIST ASPH PAVT, 1" AVG DEPTH | 1,835.00 SY | 4.25 | 7,798.75 |
| Comment: Deeper rehab for 5% of project, 36,692.48 × 0.05 = 1835 SY | ||||
| 327-70-4 | MILLING EXIST ASPH PAVT, 3" AVG DEPTH | 7,016.00 SY | 3.25 | 22,802.00 |
| Comment: 28 Turn lanes × 11-ft (avg) × 205-ft (avg) = 7,016 SY | ||||
| 334-1-53 | SUPERPAVE ASPH CONC, TRAF C, PG76-22 | 694.00 TN | 160.00 | 111,040.00 |
| Comment: 1" for deeper rehab for 5% (1835 × 110/2000 = 101 TN 1.5" for 28 turn lanes (7016 × 165/2000 = 579 TN) 1.5" for Pelican Pt (100SY × 165/2000 = 9TN) 3" for median widening at Harrison (26.2 ×330/2000) | ||||
| 337-7-83 | ASPH CONC FC, TRAFFIC C,FC-12.5,PG 76-22 | 591.00 TN | 169.25 | 100,026.75 |
| Comment: 1.5" for 28 turn lanes (7016 × 165/2000 = 579 TN) 1.5" for Pelican Pt turnout (100SY × 165/2000 = 9TN) 3" for median widening at Harrison (26.2 ×165/2000 = 3 TN) | ||||
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520-1-10 CONCRETE CURB & GUTTER, TYPE F 1,175.00 LF $52.25 $61,393.75
Comment: 35 curb ramps for ADA reconstruction (18LF per ramp= 630). 195LF for SB right turn lane at Harrison. 350LF for driveway removals at MP 1,850, MP 1,895, MP 2,350, 2,850.
522-1 CONCRETE SIDEWALK AND DRIVEWAYS, 4" 256.00 SY $86.00 $22,016.00
Comment: Sidewalk impacts for curb ramp reconstruction and driveway removal (218SY) and 38 SY for new connection on terrier trl
522-2 CONCRETE SIDEWALK AND DRIVEWAYS, 6" 381.00 SY $117.00 $44,577.00
Comment: 35 curb ramps for ADA reconstruction, 10 SY each. 31 SY for new crossing at terrier trl
527-2 DETECTABLE WARNINGS 420.00 SF $35.00 $14,700.00
Comment: 35 curb ramps for ADA reconstruction, 12 SF each
570-1-2 PERFORMANCE TURF, SOD 312.00 SY $6.25 $1,950.00
Comment: curb ramp reconstruction. 136 SY for SB Right turn lane at Harrison St.
710-11-123 PAINTED PAVT MARK,STD,WHITE,SOLID, 12" 3,680.00 LF $1.75 $6,440.00
710-11-125 PAINTED PAVT MARK,STD,WHITE,SOLID,24" 3,372.00 LF $2.75 $9,273.00
710-11-170 PAINTED PAVT MARK,STD,WHITE, ARROWS 56.00 EA $45.00 $2,520.00
710-11-201 PAINTED PAVT MARK,STD,YELLOW,SOLID,6" 5.21 GM $1,585.00 $8,257.85
711-11-123 THERMOPLASTIC, STD, WHITE, SOLID, 12" 3,680.00 LF $4.00 $14,720.00
711-11-125 THERMOPLASTIC, STD, WHITE, SOLID, 24" 3,372.00 LF $7.75 $26,133.00
711-11-170 THERMOPLASTIC, STD, WHITE, ARROW 56.00 EA $95.00 $5,320.00
Turnouts/Crossovers Subcomponent
Description Value
Asphalt Adjustment 5.00
Milling Code Y
Friction Course Code Y
Pay Items
Pay item Description Quantity Unit Unit Price Extended Amount
327-70-4 MILLING EXIST ASPH PAVT, 3" AVG DEPTH 1,834.62 SY $3.25 $5,962.52
334-1-53 SUPERPAVE ASPH CONC, TRAF C, PG76-22 151.36 TN $160.00 $24,217.60
337-7-83 ASPH CONC FC,TRAFFIC C,FC-12.5,PG 76-22 151.36 TN $169.25 $25,617.68
Pavement Marking Subcomponent
Description Value
Include Thermo/Tape/Other Y
Pavement Type Asphalt
Solid Stripe No. of Paint Applications 1
Solid Stripe No. of Stripes 4
Skip Stripe No. of Paint Applications 1
Skip Stripe No. of Stripes 2
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Pay Items
| Pay Items | ||||
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 706-1-3 | RAISED PAVMT MARK, TYPE B PAINTED PAVT MARK,STD,WHITE,SOLID,6" | 528.00 EA | $5.00 | $2,640.00 |
| 710-11-101 | PAINTED PAVT MARK,STD,WHITE,SKIP, 6" | 5.21 GM | $1,585.00 | $8,257.85 |
| 710-11-131 | PAINTED PAVT MARK,STD,WHITE,SKIP, 6" | 2.61 GM | $700.00 | $1,827.00 |
| 711-16-101 | THERMOPLASTIC, STD-OTH, WHITE, SOLID, 6" | 5.21 GM | $5,550.00 | $28,915.50 |
| 711-16-131 | THERMOPLASTIC, STD-OTH, WHITE, SKIP, 6" | 2.61 GM | $1,800.00 | $4,698.00 |
| 711-16-201 | THERMOPLASTIC, STD-OTH, YELLOW, SOLID, 6" | 5.21 GM | $5,550.00 | $28,915.50 |
| Roadway Component Total | $1,758,784.86 | |||
SHOULDER COMPONENT
User Input Data
User Input Data
Description Value
Total Outside Shoulder Width L/R 10.00 / 10.00
Total Outside Shoulder Perf. Turf Width L/R 0.00 / 0.00
Paved Outside Shoulder Width L/R 8.00 / 8.00
Structural Spread Rate 165
Friction Course Spread Rate 165
Total Width (T) / 8" Overlap (O) T
Rumble Strips 1/2No. of Sides 0
Pay Items
Pay item Description Quantity Unit Unit Price Extended Amount
327-70-4 MILLING EXIST ASPH PAVT, 3" AVG DEPTH 12,230.83 SY 3.25 39,750.20
334-1-53 SUPERPAVE ASPH CONC, TRAF C, PG76-22 1,009.04 TN 160.00 161,446.40
337-7-83 ASPH CONC FC,TRAFFIC C,FC-12.5,PG 76-22 1,009.04 TN 169.25 170,780.02
Erosion Control
Pay Items
Pay item Description Quantity Unit Unit Price Extended Amount
104-10-3 SEDIMENT BARRIER 920.00 LF 2.75 2,530.00
104-11 FLOATING TURBIDITY BARRIER 200.00 LF 16.25 3,250.00
104-12 STAKED TURBIDITY BARRIER-NYL REINF PVC 200.00 LF 10.00 2,000.00
104-18 INLET PROTECTION SYSTEM 50.00 EA 189.00 9,450.00
107-1 LITTER REMOVAL 9.47 AC 101.00 956.47
107-2 MOWING 9.47 AC 121.00 1,145.87
Shoulder Component Total 391,308.96
MEDIAN COMPONENT
| User Input Data | |
| Description | Value |
|---|---|
| Total Median Width | 18.00 |
| Performance Turf Width | 0.00 |
| Total Median Shoulder Width L/R | 0.00 / 0.00 |
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Paved Median Shoulder Width L/R 0.00 / 0.00
Structural Spread Rate 110
Friction Course Spread Rate 80
Total Width (T) / 8" Overlap (O) T
Rumble Strips bar i 1/2No. of Sides 0
X-Items
Pay item Description Quantity Unit Unit Price Extended Amount
520-2-1 CONCRETE CURB, TYPE A 133.00 LF 48.00 6,384.00
Comment: Median nose modification at Harrison
520-5-12 TRAF SEP CONC-TYPE I, 6' WIDE 3.00 LF 115.00 345.00
570-1-2 PERFORMANCE TURF, SOD 5.00 SY 6.25 31.25
Comment: Median nose modification at Harrison
Median Component Total 6,760.25
DRAINAGE COMPONENT
X-Items
| A-items | ||||
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 425-1-331 | INLETS, CURB, TYPE P-3, <10' | 2.00 EA | $11,650.00 | $23,300.00 |
| 425-1-341 | INLETS, CURB, TYPE P-4, <10' | 1.00 EA | $11,825.00 | $11,825.00 |
| 425-1-351 | INLETS, CURB, TYPE P-5, <10' | 1.00 EA | $10,200.00 | $10,200.00 |
| 425-1-441 | INLETS, CURB, TYPE J-4, <10' | 2.00 EA | $17,200.00 | $34,400.00 |
| 425-2-43 | MANHOLES, P-7, PARTIAL | 3.00 EA | $6,000.00 | $18,000.00 |
| 425-2-71 | MANHOLES, J-7, <10' | 1.00 EA | $13,500.00 | $13,500.00 |
| 425-5 | MANHOLE, ADJUST | 3.00 EA | $1,365.00 | $4,095.00 |
| 425-11 | MODIFY EXISTING DRAINAGE STRUCTURE | 1.00 EA | $4,420.00 | $4,420.00 |
| 430-175-118 | PIPE CULV, OPT MATL, ROUND, 18"S/CD | 232.00 LF | $201.75 | $46,806.00 |
| Drainage Component Total | $166,546.00 | |||
SIGNING COMPONENT
Pay Items
| Pay items | ||||
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 700-1-111 | SINGLE COL GRND SIGN AS, F&I GM, <12 SF | 27.00 EA | $572.00 | $15,444.00 |
| 700-1-112 | SINGLE COL GRND SIGN AS, F&I GM, 12-20 | 24.00 EA | $2,025.00 | $48,600.00 |
| 700-1-500 | SINGLE COL GRND SIGN AS, RELOCATE | 3.00 EA | $350.00 | $1,050.00 |
| 700-1-600 | SINGLE COL GRND SIGN AS, REMOVE | 21.00 EA | $50.00 | $1,050.00 |
| 700-2-114 | MULTI- COLUMN SIGN, F&I GM, 30.1-50 SF | 9.00 EA | $8,130.00 | $73,170.00 |
| 700-2-600 | MULTI- COLUMN GROUND SIGN, REMOVE | 1.00 EA | $1,260.00 | $1,260.00 |
| Signing Component Total | $140,574.00 | |||
Signalization 1
SIGNALIZATIONS COMPONENT
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| Description | Value |
|---|---|
| Type | 4 Lane Mast Arm |
| Multiplier | 1 |
| Description | Harrison St intersection |
Pay Items
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 630-2-12 | CONDUIT, F& I, DIRECTIONAL BORE | 250.00 LF | $40.00 | $10,000.00 |
| 632-7-1 | SIGNAL CABLE- NEW OR RECO, FUR & INSTALL | 1.00 PI | $12,000.00 | $12,000.00 |
| 635-2-11 | PULL & SPLICE BOX, F&I, 13" x 24" | 16.00 EA | $1,722.00 | $27,552.00 |
| 646-1-11 | ALUMINUM SIGNALS POLE, PEDESTAL | 6.00 EA | $2,955.00 | $17,730.00 |
| 653-1-11 | PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY | 6.00 AS | $1,015.00 | $6,090.00 |
| 660-2-106 | LOOP ASSEMBLY, F&I, TYPE F | 3.00 AS | $1,945.00 | $5,835.00 |
| 665-1-11 | PEDESTRIAN DETECTOR, F&I, STANDARD | 6.00 EA | $422.00 | $2,532.00 |
X-Items
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 646-1-60 | ALUMINUM SIGNALS POLE, REMOVE | 3.00 EA | $455.00 | $1,365.00 |
| 650-2-109 | VEHIC SIGNAL AUX, REP/RETR F&I, FLEX BAC | 6.00 EA | $710.00 | $4,260.00 |
| 660-2-102 | LOOP ASSEMBLY, F&I, TYPE B | 4.00 AS | $1,545.00 | $6,180.00 |
| 660-4-11 | VEHICLE DETECTION SYSTEM-VIDEO, CABINET | 1.00 EA | $21,000.00 | $21,000.00 |
| 660-4-12 | VEHICLE DETECTION SYSTEM-VIDEO, ABOVE G | 3.00 EA | $8,100.00 | $24,300.00 |
| 660-9-11 | TRAFFIC DATA DETECT SYS-VIDEO, F&I, CAB | 1.00 EA | $26,625.00 | $26,625.00 |
| 660-9-12 | TRAFFIC DATA DETECT SYS-VIDEO, F&I, ABO | 3.00 EA | $12,110.00 | $36,330.00 |
| 684-1-1 | MANAGED FIELD ETHERNET SWITCH, F&I | 1.00 EA | $5,425.00 | $5,425.00 |
| 685-1-13 | UPS, F&I, LINE INTERACTIVE W CAB | 1.00 EA | $13,815.00 | $13,815.00 |
| 685-2-1 | REMOTE POWER MANAGEMENT UNIT- RPMU, F&I | 1.00 EA | $1,260.00 | $1,260.00 |
Signalization 2
| Description | Value |
|---|---|
| Type | 4 Lane Mast Arm |
| Multiplier | 1 |
| Description | Pelican Pt Condos/Titus Landing |
Pay Items
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 630-2-11 | CONDUIT, F& I, OPEN TRENCH | 700.00 LF | $23.25 | $16,275.00 |
| 630-2-12 | CONDUIT, F& I, DIRECTIONAL BORE | 500.00 LF | $40.00 | $20,000.00 |
| 632-7-1 | SIGNAL CABLE- NEW OR RECO, FUR & INSTALL | 1.00 PI | $12,000.00 | $12,000.00 |
| 635-2-11 | PULL & SPLICE BOX, F&I, 13" x 24" | 20.00 EA | $1,722.00 | $34,440.00 |
| 639-2-1 | ELECTRICAL SERVICE WIRE, F&I | 200.00 LF | $10.00 | $2,000.00 |
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646-1-11 ALUMINUM SIGNALS POLE, PEDESTAL 8.00 EA $2,955.00 $23,640.00
650-1-14 VEH TRAF SIGNAL,F&I ALUMINUM, 3 S 1 W 8.00 AS $1,780.00 $14,240.00
653-1-11 PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY 8.00 AS $1,015.00 $8,120.00
660-2-106 LOOP ASSEMBLY, F&I, TYPE F 5.00 AS $1,945.00 $9,725.00
665-1-12 PEDESTRIAN DETECTOR, F&I, ACCESSIBLE 8.00 EA $1,645.00 $13,160.00
700-5-21 INTERNAL ILLUM SIGN, F&I OM, UP TO 12 SF 4.00 EA $4,720.00 $18,880.00
X-Items
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 633-1-122 | FIBER OPTIC CABLE, F&I, UG, 13-48 | 200.00 LF | $5.00 | $1,000.00 |
| 633-2-32 | FIBER OPTIC CONNECTION, INSTALL, TERM | 12.00 EA | $90.00 | $1,080.00 |
| 633-3-11 | FIBER OPTIC CONN HDWR, SPLICE ENCLOSURE | 1.00 EA | $1,505.00 | $1,505.00 |
| 633-3-14 | FIBER OPTIC CONN HDWR, BUFFER TUBE FAN O | 1.00 EA | $100.00 | $100.00 |
| 633-3-16 | FIBER OPTIC CONN HDWR, PATCH PANEL- FIE | 1.00 EA | $1,425.00 | $1,425.00 |
| 635-2-13 | PULL & SPLICE BOX, F&I, 30" X 60" OR 36" | 1.00 EA | $6,175.00 | $6,175.00 |
| 639-1-122 | ELECTRICAL POWER SRV, F&I, UG, PUR CONT | 1.00 AS | $5,400.00 | $5,400.00 |
| 639-1-610 | ELECTRICAL POWER SRV, REMOHD | 1.00 AS | $930.00 | $930.00 |
| 641-2-12 | PREST CNC POLE, F&I, TYP P-II SRV POLE | 1.00 EA | $2,505.00 | $2,505.00 |
| 641-2-80 | PREST CNC POLE, REMOVE COMPLETE | 4.00 EA | $10,000.00 | $40,000.00 |
| 649-21-13 | STEEL MAST ARM ASSEMBLY, F&I, 60'- 50' | 1.00 EA | $95,000.00 | $95,000.00 |
| 649-21-18 | STEEL MAST ARM ASSEMBLY, F&I, 70'- 50' | 1.00 EA | $125,600.00 | $125,600.00 |
| 650-1-16 | VEH TRAF SIGNAL, F&I ALUMINUM, 4 S 1 W | 2.00 AS | $2,150.00 | $4,300.00 |
| 660-1-109 | LOOP DETECTOR INDUCTIVE, F&I, TYPE 9 | 4.00 EA | $420.00 | $1,680.00 |
| 660-1-110 | LOOP DETECTOR INDUCTIVE, F&I, TYPE 10 | 1.00 EA | $515.00 | $515.00 |
| 660-2-102 | LOOP ASSEMBLY, F&I, TYPE B | 4.00 AS | $1,545.00 | $6,180.00 |
| 660-4-11 | VEHICLE DETECTION SYSTEM- VIDEO, CABINET | 1.00 EA | $21,000.00 | $21,000.00 |
| 660-4-12 | VEHICLE DETECTION SYSTEM- VIDEO, ABOVE G | 4.00 EA | $8,100.00 | $32,400.00 |
| 660-9-11 | TRAFFIC DATA DETECT SYS- VIDEO, F&I, CAB | 1.00 EA | $26,625.00 | $26,625.00 |
| 660-9-12 | TRAFFIC DATA DETECT SYS- VIDEO, F&I, ABO | 4.00 EA | $12,110.00 | $48,440.00 |
| 663-1-111 | SIGNAL PRIO & PREEMP, F&I, OPT, CAB E | 1.00 EA | $9,200.00 | $9,200.00 |
| 663-1-112 | SIGNAL PRIO & PREEMP, F&I, OPTICAL, DETEC | 4.00 EA | $2,515.00 | $10,060.00 |
| 670-5-112 | TRAFF CNTL ASSEM, F&I, NEMA, 2 PREEMPT | 1.00 AS | $55,000.00 | $55,000.00 |
| 670-5-600 | TRAFF CNTL ASSEM, REMOVE | 1.00 AS | $985.00 | $985.00 |
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684-1-1 MANAGED FIELD EITHERNET 1.00 EA $5,425.00 $5,425.00
685-1-13 SWITCH, F&I 1.00 EA $13,815.00 $13,815.00
685-2-1 UPS, F&I, LINE INTERACTIVE W CAB 1.00 EA $1,260.00 $1,260.00
Signalization 3
| Description | Value |
|---|---|
| Type | 4 Lane Mast Arm |
| Multiplier | 1 |
| Description | S Terrier TrI intersection |
Pay Items
| Pay Item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 630-2-12 | CONDUIT, F& I, DIRECTIONAL BORE | 250.00 LF | $40.00 | $10,000.00 |
| 632-7-1 | SIGNAL CABLE- NEW OR RECO, FUR & INSTALL | 1.00 PI | $12,000.00 | $12,000.00 |
| 635-2-11 | PULL & SPLICE BOX, F&I, 13" x 24" | 10.00 EA | $1,722.00 | $17,220.00 |
| 646-1-11 | ALUMINUM SIGNALS POLE, PEDESTAL | 6.00 EA | $2,955.00 | $17,730.00 |
| 650-1-14 | VEH TRAF SIGNAL,F&I ALUMINUM, 3 S 1 W | 1.00 AS | $1,780.00 | $1,780.00 |
| 653-1-11 | PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY | 6.00 AS | $1,015.00 | $6,090.00 |
| 660-2-106 | LOOP ASSEMBLY, F&I, TYPE F | 5.00 AS | $1,945.00 | $9,725.00 |
| 665-1-11 | PEDESTRIAN DETECTOR, F&I, STANDARD | 6.00 EA | $422.00 | $2,532.00 |
X-Items
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 650-1-16 | VEH TRAF SIGNAL, F&I ALUMINUM, 4 S 1 W | 2.00 AS | $2,150.00 | $4,300.00 |
| 650-1-60 | VEH TRAF SIGNAL, REMOVE POLES TO REMAIN | 1.00 AS | $300.00 | $300.00 |
| 650-2-109 | VEHIC SIGNAL AUX, REP/RETR F&I, FLEX BAC | 6.00 EA | $710.00 | $4,260.00 |
| 653-1-60 | PEDESTRIAN SIGNAL, REMOVE | 4.00 AS | $130.00 | $520.00 |
| 660-2-102 | LOOP ASSEMBLY, F&I, TYPE B | 4.00 AS | $1,545.00 | $6,180.00 |
| 660-4-11 | VEHICLE DETECTION SYSTEM-VIDEO, CABINET | 1.00 EA | $21,000.00 | $21,000.00 |
| 660-4-12 | VEHICLE DETECTION SYSTEM-VIDEO, ABOVE G | 4.00 EA | $8,100.00 | $32,400.00 |
| 660-9-11 | TRAFFIC DATA DETECT SYS-VIDEO, F&I, CAB | 1.00 EA | $26,625.00 | $26,625.00 |
| 660-9-12 | TRAFFIC DATA DETECT SYS-VIDEO, F&I, ABO | 4.00 EA | $12,110.00 | $48,440.00 |
| 665-1-60 | PEDESTRIAN DETECTOR, REMOVE | 4.00 EA | $70.00 | $280.00 |
| 684-1-1 | MANAGED FIELD ETHERNET SWITCH, F&I | 1.00 EA | $5,425.00 | $5,425.00 |
| 685-1-13 | UPS, F&I, LINE INTERACTIVE W CAB | 1.00 EA | $13,815.00 | $13,815.00 |
| 685-2-1 | REMOTE POWER MANAGEMENT UNIT- RPMU, F&I | 1.00 EA | $1,260.00 | $1,260.00 |
Signalization 4
Description
Value
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| Type | 4 Lane Mast Arm |
|---|---|
| Multiplier | 1 |
| Description | Grace St intersection |
| Pay Items | ||||
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 630-2-12 | CONDUIT, F& I, DIRECTIONAL BORE | 250.00 LF | $40.00 | $10,000.00 |
| 632-7-1 | SIGNAL CABLE- NEW OR RECO, FUR & INSTALL | 1.00 PI | $12,000.00 | $12,000.00 |
| 635-2-11 | PULL & SPLICE BOX, F&I, 13" x 24" | 10.00 EA | $1,722.00 | $17,220.00 |
| 646-1-11 | ALUMINUM SIGNALS POLE, PEDESTAL | 8.00 EA | $2,955.00 | $23,640.00 |
| 653-1-11 | PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY | 8.00 AS | $1,015.00 | $8,120.00 |
| 660-2-106 | LOOP ASSEMBLY, F&I, TYPE F | 3.00 AS | $1,945.00 | $5,835.00 |
| 665-1-11 | PEDESTRIAN DETECTOR, F&I, STANDARD | 8.00 EA | $422.00 | $3,376.00 |
| X-Items | ||||
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
| 646-1-60 | ALUMINUM SIGNALS POLE, REMOVE | 7.00 EA | $455.00 | $3,185.00 |
| 660-2-102 | LOOP ASSEMBLY, F&I, TYPE B | 2.00 AS | $1,545.00 | $3,090.00 |
| 660-4-11 | VEHICLE DETECTION SYSTEM-VIDEO, CABINET | 1.00 EA | $21,000.00 | $21,000.00 |
| 660-4-12 | VEHICLE DETECTION SYSTEM-VIDEO, ABOVE G | 4.00 EA | $8,100.00 | $32,400.00 |
| 660-9-11 | TRAFFIC DATA DETECT SYS-VIDEO, F&I, CAB | 1.00 EA | $26,625.00 | $26,625.00 |
| 660-9-12 | TRAFFIC DATA DETECT SYS-VIDEO, F&I, ABO | 4.00 EA | $12,110.00 | $48,440.00 |
| 682-1-113 | ITS CCTV CAMERA, F&I, DOME ENCL-PRESS | 1.00 EA | $8,365.00 | $8,365.00 |
| 684-1-1 | MANAGED FIELD ETHERNET SWITCH, F&I | 1.00 EA | $5,425.00 | $5,425.00 |
| 685-1-13 | UPS, F&I, LINE INTERACTIVE W CAB | 1.00 EA | $13,815.00 | $13,815.00 |
| 685-2-1 | REMOTE POWER MANAGEMENT UNIT- RPMU, F&I | 1.00 EA | $1,260.00 | $1,260.00 |
| Traffic Monitoring 1 | ||||
| Description | Value | |||
| Lanes | 4 | |||
| Multiplier | 1 | |||
| Pay Items | ||||
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
| 695-1-1 | TMS VEH SNSR-NON-WEIGHT, F&I, | 4.00 EA | $2,750.00 | $11,000.00 |
| 695-6-12 | TMS IND LOOP ASSEMBLY | 4.00 EA | $2,175.00 | $8,700.00 |
| Signalizations Component Total | $1,417,762.00 | |||
LIGHTING COMPONENT
LIGHTING COMPONENT
Conventional Lighting Subcomponent
Description
Value
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| Spacing Pay Items Pay item | Description | Quantity Unit | Unit Price | MIN | |
|---|---|---|---|---|---|
| $23.25 | Extended Amount | ||||
| 630-2-11 | CONDUIT, F& I, OPEN TRENCH | 2,200.00 LF | $23.25 | $51,150.00 | |
| 630-2-12 | CONDUIT, F& I, DIRECTIONAL BORE | 1,600.00 LF | $40.00 | $64,000.00 | |
| 635-2-11 | PULL & SPLICE BOX, F&I, 13" x 24" | 56.00 EA | $1,722.00 | $96,432.00 | |
| 715-61-342 | LIGHT POLE CMPLT,STD,F&I, 40'MH,12'ARM L | 32.00 EA | $10,600.00 | $339,200.00 | |
| 715-500-1 | POLE CABLE DIST SYS, CONVENTIONAL Subcomponent Total | 32.00 EA | $930.00 | 29,760.00n580,542.00 | |
| X-Items | |||||
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount | |
| 715-1-12 | LIGHTING CONDUCTORS, F&I, INSUL,NO.8-6 | 11,400.00 LF | $3.25 | $37,050.00 | |
| 715-7-11 | LOAD CENTER, F&I, SECONDARY VOLTAGE | 4.00 EA | $22,210.00 | $88,840.00 | |
| 715-68-000 | LIGHT POLE COMPLETE, RELOCATE | 1.00 EA | $7,000.00 | $7,000.00 | |
| Lighting Component Total | $713,432.00 | ||||
| Sequence 2 Total | $4,595,168.07 | ||||
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Sequence: 3 RSU - Resurfacing, Undivided
Net Length: 1.012 MI 5.343 LF
Description: SR 5 (US 1) from Grace St to SR 405/Garden St (MP 3.078 to MP 4.090) Northbound only. Includes intersection lighting retrofit for 3 signals and 2 poles for midblock crossings.
ROADWAY COMPONENT
User Input Data
Description Value
Number of Lanes 2
Roadway Pavement Width L/R 11.00 / 11.00
Structural Spread Rate 165
Friction Course Spread Rate 165
Pay Items
Pay item Description Quantity Unit Unit Price Extended Amount
327-70-4 MILLING EXIST ASPH PAVT, 3" AVG DEPTH 13,061.55 SY $3.25 $42,450.04
334-1-53 SUPERPAVE ASPH CONC, TRAF C, PG76-22 1,077.58 TN $160.00 $172,412.80
337-7-83 ASPH CONC FC,TRAFFIC C,FC-12.5,PG 76-22 1,077.58 TN $169.25 $182,380.42
| X-Items | ||||
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 110-1-1 | CLEARING & GRUBBING | 0.03 AC | $22,500.00 | $675.00 |
| Comment: Sod removal for curb ramp work | ||||
| 110-4-10 | REMOVAL OF EXIST CONC | 267.00 SY | $46.00 | $12,282.00 |
| Comment: 20 curb ramps for ADA reconstruction | ||||
| 327-70-1 | MILLING EXIST ASPH PAVT, 1" AVG DEPTH | 654.00 SY | $4.25 | $2,779.50 |
| Comment: Deeper rehab for 5% of project (13,061.55 * 0.05 = 654 SY) | ||||
| 327-70-4 | MILLING EXIST ASPH PAVT, 3" AVG DEPTH | 2,107.00 SY | $3.25 | $6,847.75 |
| Comment: 7 turn lanes, approx. 10-ft wide x 185ft long (avg) = 1439 SY South St milling between NB and SB legs, 668 SY | ||||
| 334-1-13 | SUPERPAVE ASPHALTIC CONC, TRAFFIC C | 211.00 TN | $319.00 | $67,309.00 |
| Comment: 1" for deeper rehab for 5% of project = 654 * 110/2000 = 36 TN 1.5" lift for 7 turn lanes = 1439 * 165/2000 = 119 TN 1.5" lift for South St = 668 *165/2000 = 56 TN | ||||
| 337-7-83 | ASPH CONC FC,TRAFFIC C,FC-12.5,PG 76-22 | 175.00 TN | $169.25 | $29,618.75 |
| Comment: 1.5" for 7 turn lanes = 1439 * 165/2000 = 119 TN 1.5" for South St = 668 *165/2000 = 56 TN | ||||
| 520-1-10 | CONCRETE CURB & GUTTER, TYPE F | 300.00 LF | $52.25 | $15,675.00 |
| Comment: 20 curb ramps for ADA reconstruction | ||||
| 522-1 | CONCRETE SIDEWALK AND DRIVEWAYS, 4" | 84.00 SY | $86.00 | $7,224.00 |
| Comment: Sidewalk impacts for curb ramp reconstruction | ||||
| 522-2 | CONCRETE SIDEWALK AND DRIVEWAYS, 6" | 200.00 SY | $117.00 | $23,400.00 |
| Comment: 20 curb ramps for ADA reconstruction, 10 SY each | ||||
| 527-2 | DETECTABLE WARNINGS | 240.00 SF | $35.00 | $8,400.00 |
| Comment: 20 curb ramp reconstructions at 12 SF each | ||||
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570-1-2 PERFORMANCE TURF, SOD Comment: 20 curb ramps for ADA reconstruction 91.00 SY $6.25 $568.75
710-11-123 PAINTED PAVT MARK,STD,WHITE,SOLID, 12" 1,692.00 LF $1.75 $2,961.00
710-11-125 PAINTED PAVT MARK,STD,WHITE,SOLID,24" 2,256.00 LF $2.75 $6,204.00
710-11-170 PAINTED PAVT MARK,STD,WHITE, ARROWS 22.00 EA $45.00 $990.00
710-11-201 PAINTED PAVT MARK,STD,YELLOW,SOLID,6" 2.02 GM $1,585.00 $3,201.70
711-11-123 THERMOPLASTIC, STD, WHITE, SOLID, 12" 1,692.00 LF $4.00 $6,768.00
711-11-125 THERMOPLASTIC, STD, WHITE, SOLID, 24" 2,256.00 LF $7.75 $17,484.00
711-11-170 THERMOPLASTIC, STD, WHITE, ARROW 22.00 EA $95.00 $2,090.00
Pavement Marking Subcomponent
Description Value
Include Thermo/Tape/Other Y
Pavement Type Asphalt
Solid Stripe No. of Paint Applications 1
Solid Stripe No. of Stripes 2
Skip Stripe No. of Paint Applications 1
Skip Stripe No. of Stripes 1
Pay Items
Pay item Description Quantity Unit Unit Price Extended Amount
706-1-3 RAISED PAVMT MARK, TYPE B 137.00 EA $5.00 $685.00
710-11-101 PAINTED PAVT MARK,STD,WHITE,SOLID,6" 2.02 GM $1,585.00 $3,201.70
710-11-231 PAINTED PAVT MARK,STD,YELLOW,SKIP,6" 1.01 GM $676.00 $682.76
711-16-101 THERMOPLASTIC, STD-OTH, WHITE, SOLID, 6" 2.02 GM $5,550.00 $11,211.00
711-16-201 THERMOPLASTIC, STD-OTH,YELLOW, SOLID, 6" 2.02 GM $5,550.00 $11,211.00
711-16-231 THERMOPLASTIC, STD-OTH, YELLOW, SKIP, 6" 1.01 GM $1,800.00 $1,818.00
Roadway Component Total $640,531.17
SHOULDER COMPONENT
User Input Data
Description Value
Total Outside Shoulder Width L/R 0.00 / 0.00
Total Outside Shoulder Perf. Turf Width L/R 0.00 / 0.00
Paved Outside Shoulder Width L/R 0.00 / 0.00
Structural Spread Rate 110
Friction Course Spread Rate 80
Total Width (T) / 8" Overlap (O) T
Rumble Strips 1/2 No. of Sides 0
X-Items
Pay item Description Quantity Unit Unit Price Extended Amount
327-70-4 MILLING EXIST ASPH PAVT, 3" AVG DEPTH 996.00 SY 3.25 3,237.00
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334-1-13 Comment: On-street parking, 8-ft wide × 1,120ft / 9 = 996\nSY
SUPERPAVE ASPHALTIC CONC, TRAFFIC C 83.00 TN 319.00 26,477.00
Comment: 1.5" lift for on-street parking, 996 *165 /2000 = 83 TN
337-7-83 ASPH CONC FC,TRAFFIC C,FC-12.5,PG 76-22 83.00 TN 169.25 14,047.75
Comment: 1.5" lift for on-street parking, 996 *165 /2000 = 83 TN
Erosion Control
Pay Items
Pay item Description Quantity Unit Unit Price Extended Amount
104-10-3 SEDIMENT BARRIER 175.00 LF 2.75 481.25
104-12 STAKED TURBIDITY BARRIER-NYL REINF PVC 125.00 LF 10.00 1,250.00
104-18 INLET PROTECTION SYSTEM 20.00 EA 189.00 3,780.00
107-1 LITTER REMOVAL 2.45 AC 101.00 247.45
107-2 MOWING 2.45 AC 121.00 296.45
Shoulder Component Total 49,816.90
DRAINAGE COMPONENT
X-Items
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 425-5 | MANHOLE, ADJUST | 1.00 EA | $1,365.00 | $1,365.00 |
| 425-82 | REPLACE GRATE | 2.00 EA | $1,515.00 | $3,030.00 |
| Drainage Component Total | $4,395.00 |
SIGNING COMPONENT
| Pay Items | ||||
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 700-1-111 | SINGLE COL GRND SIGN AS, F&I GM, <12 SF | 11.00 EA | $572.00 | $6,292.00 |
| 700-1-112 | SINGLE COL GRND SIGN AS, F&I GM, 12-20 | 15.00 EA | $2,025.00 | $30,375.00 |
| 700-1-500 | SINGLE COL GRND SIGN AS, RELOCATE | 3.00 EA | $350.00 | $1,050.00 |
| 700-1-600 | SINGLE COL GRND SIGN AS, REMOVE | 13.00 EA | $50.00 | $650.00 |
| 700-2-114 | MULTI- COLUMN SIGN, F&I GM, 30.1-50 SF | 6.00 EA | $8,130.00 | $48,780.00 |
| X-Items | ||||
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
| 700-3-202 | SIGN PANEL, F&I OM, 12-20 SF | 7.00 EA | $1,385.00 | $9,695.00 |
| 700-3-602 | SIGN PANEL, REMOVE, 12-20 SF | 7.00 EA | $71.50 | $500.50 |
| Comment: overhead sign structure at MP 4.048 | ||||
| Signing Component Total | $97,342.50 | |||
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SIGNALIZATIONS COMPONENT
| Description | Value |
|---|---|
| Type | 4 Lane Mast Arm |
| Multiplier | 1 |
| Description | SR 405/South St intersection |
Pay Items
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 630-2-12 | CONDUIT, F& I, DIRECTIONAL BORE | 250.00 LF | $40.00 | $10,000.00 |
| 632-7-1 | SIGNAL CABLE- NEW OR RECO, FUR & INSTALL | 1.00 PI | $12,000.00 | $12,000.00 |
| 635-2-11 | PULL & SPLICE BOX, F&I, 13" x 24" | 10.00 EA | $1,722.00 | $17,220.00 |
| 646-1-11 | ALUMINUM SIGNALS POLE, PEDESTAL | 8.00 EA | $2,955.00 | $23,640.00 |
| 653-1-11 | PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY | 8.00 AS | $1,015.00 | $8,120.00 |
| 660-2-106 | LOOP ASSEMBLY, F&I, TYPE F | 3.00 AS | $1,945.00 | $5,835.00 |
| 665-1-11 | PEDESTRIAN DETECTOR, F&I, STANDARD | 8.00 EA | $422.00 | $3,376.00 |
| 700-5-21 | INTERNAL ILLUM SIGN, F&I OM, UP TO 12 SF | 2.00 EA | $4,720.00 | $9,440.00 |
X-Items
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 646-1-60 | ALUMINUM SIGNALS POLE, REMOVE | 4.00 EA | $455.00 | $1,820.00 |
| 650-2-109 | VEHIC SIGNAL AUX, REP/RETR F&I, FLEX BAC | 6.00 EA | $710.00 | $4,260.00 |
| 660-2-102 | LOOP ASSEMBLY, F&I, TYPE B | 2.00 AS | $1,545.00 | $3,090.00 |
| 660-4-11 | VEHICLE DETECTION SYSTEM-VIDEO, CABINET | 1.00 EA | $21,000.00 | $21,000.00 |
| 660-4-12 | VEHICLE DETECTION SYSTEM-VIDEO, ABOVE G | 3.00 EA | $8,100.00 | $24,300.00 |
| 660-9-11 | TRAFFIC DATA DETECT SYS-VIDEO, F&I, CAB | 1.00 EA | $26,625.00 | $26,625.00 |
| 660-9-12 | TRAFFIC DATA DETECT SYS-VIDEO, F&I, ABO | 3.00 EA | $12,110.00 | $36,330.00 |
| 685-2-1 | REMOTE POWER MANAGEMENT UNIT- RPMU, F&I | 1.00 EA | $1,260.00 | $1,260.00 |
Signalization 2
| Description | Value |
|---|---|
| Type | 4 Lane Mast Arm |
| Multiplier | 1 |
| Description | Main St intersection |
Pay Items
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 630-2-12 | CONDUIT, F& I, DIRECTIONAL BORE | 250.00 LF | $40.00 | $10,000.00 |
| 632-7-1 | SIGNAL CABLE- NEW OR RECO, FUR & INSTALL | 1.00 PI | $12,000.00 | $12,000.00 |
| 635-2-11 | PULL & SPLICE BOX, F&I, 13" x 24" | 8.00 EA | $1,722.00 | $13,776.00 |
| 646-1-11 | ALUMINUM SIGNALS POLE, PEDESTAL | 8.00 EA | $2,955.00 | $23,640.00 |
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653-1-11 PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY 8.00 AS $1,015.00 $8,120.00
665-1-11 PEDESTRIAN DETECTOR, F&I, STANDARD 8.00 EA $422.00 $3,376.00
X-Items
Pay item Description Quantity Unit Unit Price Extended Amount
646-1-60 ALUMINUM SIGNALS POLE, REMOVE 4.00 EA $455.00 $1,820.00
650-2-109 VEHIC SIGNAL AUX, REP/RETR F&I, FLEX BAC 4.00 EA $710.00 $2,840.00
685-2-1 REMOTE POWER MANAGEMENT UNIT- RPMU, F&I 1.00 EA $1,260.00 $1,260.00
Signalization 3
Description Value
Type 4 Lane Mast Arm
Multiplier 1
Description SR 406/Garden St intersection
Pay Items
Pay item Description Quantity Unit Unit Price Extended Amount
630-2-12 CONDUIT, F&I, DIRECTIONAL BORE 250.00 LF $40.00 $10,000.00
632-7-1 SIGNAL CABLE- NEW OR RECO, FUR & INSTALL 1.00 PI $12,000.00 $12,000.00
635-2-11 PULL & SPLICE BOX, F&I, 13" x 24" 10.00 EA $1,722.00 $17,220.00
646-1-11 ALUMINUM SIGNALS POLE, PEDESTAL 8.00 EA $2,955.00 $23,640.00
653-1-11 PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY 8.00 AS $1,015.00 $8,120.00
660-2-106 LOOP ASSEMBLY, F&I, TYPE F 5.00 AS $1,945.00 $9,725.00
665-1-11 PEDESTRIAN DETECTOR, F&I, STANDARD 8.00 EA $422.00 $3,376.00
X-Items
Pay item Description Quantity Unit Unit Price Extended Amount
660-2-102 LOOP ASSEMBLY, F&I, TYPE B 2.00 AS $1,545.00 $3,090.00
682-1-113 ITS CCTV CAMERA, F&I, DOME ENCL-PRESS 1.00 EA $8,365.00 $8,365.00
684-1-1 MANAGED FIELD ETHERNET SWITCH, F&I 1.00 EA $5,425.00 $5,425.00
685-1-13 UPS, F&I, LINE INTERACTIVE W CAB 1.00 EA $13,815.00 $13,815.00
685-2-1 REMOTE POWER MANAGEMENT UNIT- RPMU, F&I 1.00 EA $1,260.00 $1,260.00
Traffic Monitoring 1
Description Value
Lanes 2
Multiplier 1
Pay Items
Pay item Description Quantity Unit Unit Price Extended Amount
695-1-1 TMS VEH SNSR-NON-WEIGHT, F&I, 2.00 EA $2,750.00 $5,500.00
695-6-12 TMS IND LOOP ASSEMBLY 2.00 EA $2,175.00 $4,350.00
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Traffic Monitoring 2
Description Value
Lanes 2
Multiplier 1
Pay Items
Pay item Description Quantity Unit Unit Price Extended Amount
695-1-1 TMS VEH SNSR-NON-WEIGHT, F&I, 2.00 EA $2,750.00 $5,500.00
695-6-12 TMS IND LOOP ASSEMBLY 2.00 EA $2,175.00 $4,350.00
Traffic Monitoring 3
Description Value
Lanes 2
Multiplier 1
Pay Items
Pay item Description Quantity Unit Unit Price Extended Amount
695-1-1 TMS VEH SNSR-NON-WEIGHT, F&I, 2.00 EA $2,750.00 $5,500.00
695-6-12 TMS IND LOOP ASSEMBLY 2.00 EA $2,175.00 $4,350.00
Signalizations Component Total $430,734.00
LIGHTING COMPONENT
Conventional Lighting Subcomponent
Description Value
Spacing MAX
Pay Items
Pay item Description Quantity Unit Unit Price Extended Amount
630-2-11 CONDUIT, F&I, OPEN TRENCH 1,700.00 LF $23.25 $39,525.00
630-2-12 CONDUIT, F&I, DIRECTIONAL BORE 1,300.00 LF $40.00 $52,000.00
635-2-11 PULL & SPLICE BOX, F&I, 13" x 24" 44.00 EA $1,722.00 $75,768.00
715-61-342 LIGHT POLE CMPLT,STD,F&I, 40"MH,12"ARM L 26.00 EA $10,600.00 $275,600.00
715-500-1 POLE CABLE DIST SYS, CONVENTIONAL Subcomponent Total 26.00 EA $930.00 $24,180.00
X-Items
Pay item Description Quantity Unit Unit Price Extended Amount
715-1-12 LIGHTING CONDUCTORS, F&I, INSUL,NO.8-6 9,000.00 LF $3.25 $29,250.00
715-7-11 LOAD CENTER, F&I, SECONDARY VOLTAGE 3.00 EA $22,210.00 $66,630.00
Lighting Component Total $562,953.00
Sequence 3 Total $1,785,772.57
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Sequence: 4 MIS - Miscellaneous Construction
Description: New sidewalk to fill gaps along corridor
Net Length: 0.010 MI
53 LF
ROADWAY COMPONENT
| X-Items | ||||
| Pay item | Description | Quantity Unit | Unit Price Extended Amount | |
|---|---|---|---|---|
| 110-1-1 | CLEARING & GRUBBING | 0.32 AC | $22,500.00 | $7,200.00 |
| 515-2-311 | PED/BICYCLE RAILING, ALUM,42" TYPE 1 | 140.00 LF | $111.00 | $15,540.00 |
| 522-1 | CONCRETE SIDEWALK AND DRIVEWAYS, 4" | 1,565.00 SY | $86.00 | $134,590.00 |
| 522-2 | CONCRETE SIDEWALK AND DRIVEWAYS, 6" | 54.00 SY | $117.00 | $6,318.00 |
| Roadway Component Total | $163,648.00 | |||
SHOULDER COMPONENT
User Input Data
Description
Value
X-Items
| Pay item | Description | Quantity Unit | Unit Price Extended Amount | |
|---|---|---|---|---|
| 104-10-3 | SEDIMENT BARRIER Comment: Erosion control is included in main sequences 1-3 | 100.00 LF | $2.75 | $275.00 |
| 570-1-2 | PERFORMANCE TURF, SOD | 1,259.00 SY | $6.25 | $7,868.75 |
| Shoulder Component Total | $8,143.75 | |||
DRAINAGE COMPONENT
X-Items
| X-Items | ||||
| Pay item | Description | Quantity Unit | Unit Price Extended Amount | |
|---|---|---|---|---|
| 425-1-551 | INLETS, DT BOT, TYPE E, <10' | 5.00 EA | $8,500.00 | $42,500.00 |
| 425-1-910 | INLETS, CLOSED FLUME | 1.00 EA | $8,000.00 | $8,000.00 |
| 425-11 | MODIFY EXISTING DRAINAGE STRUCTURE | 1.00 EA | $4,420.00 | $4,420.00 |
| 430-175-118 | PIPE CULV, OPT MATL, ROUND, 18"S/CD | 336.00 LF | $201.75 | $67,788.00 |
| Drainage Component Total | $122,708.00 | |||
| Sequence 4 Total | $294,499.75 | |||
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Sequence: 5 MIS - Miscellaneous Construction
Net Length: 0.010 MI 53 LF
Description: Milling and resurfacing side streets from MP 3.089 to MP 4.084, except SR 405/South St and SR 406/Garden St. Green bike lane and pattered crosswalk pavement.
ROADWAY COMPONENT
| X-Items | ||||
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 110-1-1 | CLEARING & GRUBBING | 0.11 AC | 22,500.00 | 2,475.00 |
| Comment: To fill sidewalk gap on Brevard St | ||||
| 110-4-10 | REMOVAL OF EXIST CONC | 14.00 SY | 46.00 | 644.00 |
| Comment: To fill sidewalk gap on Brevard St | ||||
| 327-70-4 | MILLING EXIST ASPH PAVT, 3" AVG DEPTH | 4,744.00 SY | 3.25 | 15,418.00 |
| Comment: Milling side streets | ||||
| 334-1-53 | SUPERPAVE ASPH CONC, TRAF C, PG76-22 | 392.00 TN | 160.00 | 62,720.00 |
| Comment: 1.5" for side streets, 4744 × 165/2000 = 392 TN | ||||
| 337-7-83 | ASPH CONC FC,TRAFFIC C,FC-12.5,PG 76-22 | 392.00 TN | 169.25 | 66,346.00 |
| Comment: 1.5" for side streets, 4744 × 165/2000 = 392 TN | ||||
| 520-1-10 | CONCRETE CURB & GUTTER, TYPE F | 65.00 LF | 52.25 | 3,396.25 |
| Comment: To fill sidewalk gap on Brevard St | ||||
| 522-1 | CONCRETE SIDEWALK AND DRIVEWAYS, 4" | 58.00 SY | 86.00 | 4,988.00 |
| Comment: To fill sidewalk gap on Brevard St | ||||
| 523-3 | PATTERNED PAVEMENT | 264.00 SY | 150.50 | 39,732.00 |
| Comment: For patterned crosswalks | ||||
| 710-11-101 | PAINTED PAVT MARK,STD,WHITE,SOLID,6" | 0.19 GM | 1,585.00 | 301.15 |
| 710-11-123 | PAINTED PAVT MARK,STD,WHITE,SOLID, 12" | 200.00 LF | 1.75 | 350.00 |
| 710-11-125 | PAINTED PAVT MARK,STD,WHITE,SOLID,24" | 211.00 LF | 2.75 | 580.25 |
| 710-11-170 | PAINTED PAVT MARK,STD,WHITE, ARROWS | 1.00 EA | 45.00 | 45.00 |
| 710-11-201 | PAINTED PAVT MARK,STD,YELLOW,SOLID,6" | 0.19 GM | 1,585.00 | 301.15 |
| 711-11-123 | THERMOPLASTIC, STD, WHITE, SOLID, 12" | 200.00 LF | 4.00 | 800.00 |
| 711-11-125 | THERMOPLASTIC, STD, WHITE, SOLID, 24" | 211.00 LF | 7.75 | 1,635.25 |
| 711-11-170 | THERMOPLASTIC, STD, WHITE, ARROW | 1.00 EA | 95.00 | 95.00 |
| 711-16-101 | THERMOPLASTIC, STD-OTH, WHITE, SOLID, 6" | 0.19 GM | 5,550.00 | 1,054.50 |
| 711-16-201 | THERMOPLASTIC, STD-OTH,YELLOW, SOLID, 6" | 0.19 GM | 5,550.00 | 1,054.50 |
| 714-10 | GREEN-COLORED PAVEMENT MARKINGS, BIKE LN | 1,652.00 SF | 11.00 | 18,172.00 |
| Comment: For green bike lane | ||||
| Roadway Component Total | 220,108.05 | |||
User Input Data
SHOULDER COMPONENT
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Description Value
X-Items
Pay item Description Quantity Unit Unit Price Extended Amount
104-10-3 SEDIMENT BARRIER 60.00 LF $2.75 $165.00
104-18 INLET PROTECTION SYSTEM 16.00 EA $189.00 $3,024.00
Shoulder Component Total $3,189.00
Sequence 5 Total
$223,297.05
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Sequence: 6 MIS - Miscellaneous Construction
Description: Modification of side street returns in flush shoulder section
Net Length: 0.010 MI 53 LF
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ROADWAY COMPONENT
| A-Items | ||||
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 110-1-1 | CLEARING & GRUBBING | 0.43 AC | $22,500.00 | $9,675.00 |
| 110-4-10 | REMOVAL OF EXIST CONC | 639.00 SY | $46.00 | $29,394.00 |
| 520-1-10 | CONCRETE CURB & GUTTER, TYPE F | 965.00 LF | $52.25 | $50,421.25 |
| 522-1 | CONCRETE SIDEWALK AND DRIVEWAYS, 4" | 440.00 SY | $86.00 | $37,840.00 |
| 522-2 | CONCRETE SIDEWALK AND DRIVEWAYS, 6" | 200.00 SY | $117.00 | $23,400.00 |
| 527-2 | Comment: 20 curb ramps to be reconstructed due to modification of returns | 240.00 SF | $35.00 | $8,400.00 |
| 570-1-2 | DETECTABLE WARNINGS | 1,215.00 SY | $6.25 | $7,593.75 |
| Roadway Component Total | $166,724.00 | |||
SHOULDER COMPONENT
| User Input Data Description | Value | |||
| X-Items | ||||
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 104-10-3 | SEDIMENT BARRIER | 1,000.00 LF | $2.75 | $2,750.00 |
| Shoulder Component Total | $2,750.00 | |||
DRAINAGE COMPONENT
| A Name | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
| 425-1-311 | INLETS, CURB, TYPE P-1, <10' | 1.00 EA | $12,000.00 | $12,000.00 |
| 425-1-331 | INLETS, CURB, TYPE P-3, <10' | 1.00 EA | $11,650.00 | $11,650.00 |
| 425-1-351 | INLETS, CURB, TYPE P-5, <10' | 1.00 EA | $10,200.00 | $10,200.00 |
| 425-1-361 | INLETS, CURB, TYPE P-6, <10' | 4.00 EA | $11,000.00 | $44,000.00 |
| 425-1-521 | INLETS, DT BOT, TYPE C, <10' | 2.00 EA | $8,000.00 | $16,000.00 |
| 425-2-41 | MANHOLES, P-7, <10' | 2.00 EA | $9,000.00 | $18,000.00 |
| 425-2-43 | MANHOLES, P-7, PARTIAL | 3.00 EA | $6,000.00 | $18,000.00 |
| 425-5 | MANHOLE, ADJUST | 1.00 EA | $1,365.00 | $1,365.00 |
| 425-11 | MODIFY EXISTING DRAINAGE STRUCTURE | 2.00 EA | $4,420.00 | $8,840.00 |
| 430-175-118 | PIPE CULV, OPT MATL, ROUND, 18"S/CD | 112.00 LF | $201.75 | $22,596.00 |
| Drainage Component Total | $162,651.00 |
Sequence 6 Total $332,125.00
Page 30
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Sequence: 7 MIS - Miscellaneous Construction Net Length: 0.010 MI
Description: Manatee grates added at the request of District PLEMO 53 LF
DRAINAGE COMPONENT
X-Items
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 430-886-24 | MANATEE GRATE FOR 24" PIPE Comment: 1 at MP 1.123 | 1.00 EA | $6,400.00 | $6,400.00 |
| 430-886-36 | MANATEE GRATE FOR 36" PIPE Comment: 1 at MP 3.190 | 1.00 EA | $6,000.00 | $6,000.00 |
| 430-886-54 | MANATEE GRATE FOR 54" PIPE Comment: 2 at MP 0.000, 1 at MP 1.998, 1 at MP 1.640 | 4.00 EA | $8,515.00 | $34,060.00 |
| Drainage Component Total | $46,460.00 | |||
| Sequence 7 Total | $46,460.00 | |||
Page 31
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Date: 8/11/2026 10:11:55 AM
FDOT Long Range Estimating System - Production
R3: Project Details by Sequence Report
Project: 454217-1-52-01
Letting Date: 02/2029
Description: SR 5 (US 1) Resurfacing from SR 50 (Cheney Hwy) to SR 406 (Garden St), MP 0.000 to MP 4.117 & MP 35.686 to MP 35.699
District: 05
County: 70
BREVARD
Market Area: 08
Units: English
Market Area: 08 Units: English
Contract Class: Lump Sum Project: N
Design/Build: N Project Length: 4.130 MI
Project Manager: HNTB/CB/RX
Version 7-P Project Grand Total $16,020,131.3
Description: SR 5 (US 1) from SR 50 (Cheney Hwy) to SR 406 (MP 0.000 to MP 4.117 & MP 35.686 to MP 35.699). (FY 28-32 Update 5/20/2026; Updated by KNHNTRX on 10/16/2025).
Resurfacing Lane Mile Cost $1,113,282.23
Project Sequences Subtotal $11,405,053.05
102-1 Maintenance of Traffic 10.00 % $1,140,505.30
101-1 Mobilization 10.00 % $1,254,555.84
Project Sequences Total $13,800,114.19
Project Unknowns 15.00 % $2,070,017.13
Justification for high %: Standard % for MOT/Mob. Recommend urban projects. 15% project unknowns for
Design/Build
0.00 % $0.00
0.00 % $0.00
| Non-Bid Components: | ||||
| Pay item | Description | Quantity Unit | Unit Price | Extended Amount |
|---|---|---|---|---|
| 999-25 | INITIAL CONTINGENCY AMOUNT (DO NOT BID) | $150,000.00 | $150,000.00 | |
| Project Non-Bid Subtotal | $150,000.00 | |||
| Version 7-P Project Grand Total | $16,020,131.32 | |||
Version 7-P Project Grand Total
$16,020,131.32