===== PAGE 1 ===== # 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

===== PAGE 2 =====

	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

C ===== PAGE 3 =====

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

===== PAGE 4 =====

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 (1.78852800.15)*(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 ===== PAGE 5 =====

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 < /td > < /tr > < tr > < td style = 'text-align: center; word-wrap: break-word;' > 430-175-118 < /td > < td style = 'text-align: center; word-wrap: break-word;' > PIPE CULV, OPT MATL, ROUND,n18 quot;S/CD < /td > < td style = 'text-align: center; word-wrap: break-word;' > 8.00 LF < /td > < td style = 'text-align: center; word-wrap: break-word;' >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

===== PAGE 6 =====

X-Items
Pay item	Description	Quantity Unit	Unit Price	Extended Amount
646-1-60	ALUMINUM SIGNALS POLE,\nREMOVE	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

===== PAGE 7 =====

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

===== PAGE 8 =====

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,\nF&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

===== PAGE 9 =====

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

===== PAGE 10 ===== 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)

===== PAGE 11 =====

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

===== PAGE 12 =====

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 $ \frac{1}{2} $No. 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

===== PAGE 13 =====

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

## SIGNALIZATIONS COMPONENT ===== PAGE 14 =====

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\nBORE	500.00 LF	$40.00	$20,000.00
632-7-1	SIGNAL CABLE- NEW OR RECO,\nFUR & 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

===== PAGE 15 =====

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

===== PAGE 16 =====

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

===== PAGE 17 =====

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 ===== PAGE 18 =====

Spacing\nPay Items\nPay 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 < /td > < /tr > < tr > < td style = 'text-align: center; word-wrap: break-word;' > 630-2-12 < /td > < td style = 'text-align: center; word-wrap: break-word;' > CONDUIT, F amp; I, DIRECTIONALnBORE < /td > < td style = 'text-align: center; word-wrap: break-word;' > 1,600.00 LF < /td > < td style = 'text-align: center; word-wrap: break-word;' >40.00

64,000.00 < /td > < /tr > < tr > < td style = 'text-align: center; word-wrap: break-word;' > 635-2-11 < /td > < td style = 'text-align: center; word-wrap: break-word;' > PULL amp; SPLICE BOX, F amp;I, 13 quot; xn24 quot; < /td > < td style = 'text-align: center; word-wrap: break-word;' > 56.00 EA < /td > < td style = 'text-align: center; word-wrap: break-word;' >1,722.00

96,432.00 < /td > < /tr > < tr > < td style = 'text-align: center; word-wrap: break-word;' > 715-61-342 < /td > < td style = 'text-align: center; word-wrap: break-word;' > LIGHT POLE CMPLT,STD,F amp;I,n40 #x27;MH,12 #x27;ARM L < /td > < td style = 'text-align: center; word-wrap: break-word;' > 32.00 EA < /td > < td style = 'text-align: center; word-wrap: break-word;' >10,600.00

339,200.00 < /td > < /tr > < tr > < td style = 'text-align: center; word-wrap: break-word;' > 715-500-1 < /td > < td style = 'text-align: center; word-wrap: break-word;' > POLE CABLE DIST SYS,nCONVENTIONALnSubcomponent Total < /td > < td style = 'text-align: center; word-wrap: break-word;' > 32.00 EA < /td > < td style = 'text-align: center; word-wrap: break-word;' >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,\nINSUL,NO.8-6

11,400.00 LF

$3.25

$37,050.00

715-7-11

LOAD CENTER, F&I, SECONDARY\nVOLTAGE

4.00 EA

$22,210.00

$88,840.00

715-68-000

LIGHT POLE COMPLETE,\nRELOCATE

1.00 EA

$7,000.00

Lighting Component Total

$713,432.00

Sequence 2 Total

$4,595,168.07

===== PAGE 19 ===== 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

===== PAGE 20 =====

570-1-2	PERFORMANCE TURF, SOD\nComment: 20 curb ramps for ADA reconstruction	91.00 SY	$6.25	$568.75
710-11-123	PAINTED PAVT\nMARK,STD,WHITE,SOLID, 12"	1,692.00 LF	$1.75	$2,961.00
710-11-125	PAINTED PAVT\nMARK,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\nMARK,STD,WHITE,SOLID,6"	2.02 GM	$1,585.00	$3,201.70
710-11-231	PAINTED PAVT\nMARK,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 $ \frac{1}{2} $ $ N_o $. 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

===== PAGE 21 =====

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
337-7-83	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

===== PAGE 22 ===== ## 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\nBORE	250.00 LF	$40.00	$10,000.00
632-7-1	SIGNAL CABLE- NEW OR RECO,\nFUR & 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,\nPEDESTAL	8.00 EA	$2,955.00	$23,640.00

===== PAGE 23 =====

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

===== PAGE 24 =====

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

===== PAGE 25 =====

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 < /td > < /tr > < /table > < div style = "text-align: center;" > SHOULDER COMPONENT < /div > < table border = 1 style = 'margin: auto; word-wrap: break-word;' > < tr > < td style = 'text-align: center; word-wrap: break-word;' > User Input Data < /td > < /tr > < tr > < td style = 'text-align: center; word-wrap: break-word;' > Description < /td > < /tr > < /table > < div style = "text-align: center;" > Value < /div > < div style = "text-align: center;" > X-Items < /div > < table border = 1 style = 'margin: auto; word-wrap: break-word;' > < tr > < td style = 'text-align: center; word-wrap: break-word;' > Pay item < /td > < td style = 'text-align: center; word-wrap: break-word;' > Description < /td > < td style = 'text-align: center; word-wrap: break-word;' > Quantity Unit < /td > < td colspan = "2" > Unit Price Extended Amount < /td > < /tr > < tr > < td style = 'text-align: center; word-wrap: break-word;' > 104-10-3 < /td > < td style = 'text-align: center; word-wrap: break-word;' > SEDIMENT BARRIERnComment: Erosion control is included in main sequences 1-3 < /td > < td style = 'text-align: center; word-wrap: break-word;' > 100.00 LF < /td > < td style = 'text-align: center; word-wrap: break-word;' >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

===== PAGE 26 ===== 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

===== PAGE 27 =====

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 ===== PAGE 28 ===== Sequence: 6 MIS - Miscellaneous Construction Description: Modification of side street returns in flush shoulder section Net Length: 0.010 MI 53 LF ===== PAGE 29 =====

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 =====

Sequence: 7 MIS - Miscellaneous Construction	Net Length:	0.010 MI
Description: Manatee grates added at the request of District PLEMO		53 LF

## X-Items

DRAINAGE COMPONENT

Pay item	Description	Quantity Unit	Unit Price	Extended Amount
430-886-24	MANATEE GRATE FOR 24" PIPE\nComment: 1 at MP 1.123	1.00 EA	$6,400.00	$6,400.00
430-886-36	MANATEE GRATE FOR 36" PIPE\nComment: 1 at MP 3.190	1.00 EA	$6,000.00	$6,000.00
430-886-54	MANATEE GRATE FOR 54" PIPE\nComment: 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 ===== # 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 $16,020,131.3 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

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