Grissom-Widening-PSJ-Fay-30-PER-App5-Cost-20240118.pdf
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- Solicitation number
- RFQ-7-26-03
- Issued by
- Brevard County, Florida
About this file
This is a Preliminary Construction Cost Estimate document prepared for the Grissom Parkway Widening Project in Florida, which involves widening an existing two-lane arterial roadway to a four-lane divided facility with a median. The project spans approximately 1.48 miles and is divided into three primary sections: a Suburban Section, a Rural Section, and an Urban Section extending from Port St. John Parkway to north of Fay Boulevard. The scope of work includes roadway widening, closed drainage system installation, traffic signal implementation in the Urban Section, sidewalk construction, turn lane development, and various ancillary improvements such as lighting, signage, and environmental controls. The estimate encompasses detailed line-item costs for clearing and grubbing, excavation, embankment work, asphalt paving, drainage infrastructure including pipes and inlets, curb and gutter installation, concrete sidewalk construction, utility conduit placement, and roadway signalization. The document is dated November 20, 2022, and reflects preliminary cost projections intended for design phase planning purposes.
The total preliminary construction cost for the project is $13,927,870, comprising a subtotal of $11,606,558 with an additional 20 percent contingency allowance of $2,321,312. Cost breakdowns by section are as follows: Suburban Section at $3,534,972, Rural Section at $1,221,516, Urban Section (including two traffic signals) at $4,287,082, Turn Lanes at $903,461, and Sidewalk costs at $1,659,528. The estimate was developed using FDOT long-range estimating methodologies and includes comprehensive unit pricing for labor, materials, and equipment across multiple construction disciplines. The document explicitly notes that costs will be updated as design progresses and drainage evaluations are completed, indicating this estimate serves as a baseline for budget planning and phased construction approach considerations aligned with the project's anticipated two-phase minimum implementation schedule.
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APPENDIX FIVE:
PRELIMINARY CONSTRUCTION
COST ESTIMATE
Date: November 20, 2022
Suburban Section $3,534,972
Rural Section $1,221,516
Urban Section (includes 2-signals) $4,287,082
Turn Lanes $903,461
Sidewalk Cost $1,659,528
Subtotal Cost $11,606,558
Contingency 20% $2,321,312
Total Cost $13,927,870
FDOT long range of estimate was utilized to perform a preliminary cost estimate for this phase of the project
Cost Estimate will be updated as we move forward with the design and the drainage has been evaluated
Preliminary Construction Cost Estimate
Grissom Parkway Widening Project from Port St. John Parkway to North of Fay Blvd.
102-1 MAINTENANCE OF TRAFFIC 1.00 LS $448,456.46 $448,456.46
101-1 MOBILIZATION 1.00 LS $493,302.11 $493,302.11
104-10-3 SEDIMENT BARRIER 10,560.00 LF $1.70 $17,952.00
104-11 FLOATING TURBIDITY BARRIER 250.00 LF $8.90 $2,225.00
104-12 STAKED TURBIDITY BARRIER- NYL
REINF PVC
250.00 LF $7.50 $1,875.00
104-15 SOIL TRACKING PREVENTION
DEVICE
1.00 EA $2,400.00 $2,400.00
104-18 INLET PROTECTION SYSTEM 53.00 EA $114.00 $6,042.00
107-1 LITTER REMOVAL 1.20 AC $22.00 $26.40
107-2 MOWING 1.20 AC $35.00 $42.00
110-1-1 CLEARING & GRUBBING 7.06 AC $19,000.00 $134,140.00
120-1 REGULAR EXCAVATION 9,680.00 CY $7.10 $68,728.00
120-6 EMBANKMENT 81,040.18 CY $8.50 $688,841.53
160-4 TYPE B STABILIZATION 21,800.53 SY $5.30 $115,542.81
285-709 OPTIONAL BASE,BASE GROUP 09 18,773.33 SY $19.00 $356,693.27
327-70-8 MILLING EXIST ASPH PAVT,2 1/2"
AVG DEPTH
18,773.33 SY $2.40 $45,055.99
334-1-54 SUPERPAVE ASPH CONC, TRAF D,
PG76-22
3,097.60 TN $100.00 $309,760.00
337-7-83 ASPH CONC FC,TRAFFIC C,FC-
12.5,PG 76-22
3,003.74 TN $110.00 $330,411.40
425-1-351 INLETS, CURB, TYPE P-5, 36.00 EA $5,200.00 $187,200.00
425-1-451 INLETS, CURB, TYPE J-5, 10.00 EA $7,000.00 $70,000.00
425-1-521 INLETS, DT BOT, TYPE C, 5.00 EA $4,100.00 $20,500.00
425-1-541 INLETS, DT BOT, TYPE D, 1.00 EA $4,400.00 $4,400.00
425-2-41 MANHOLES, P-7, 5.00 EA $5,000.00 $25,000.00
425-2-71 MANHOLES, J-7, 1.00 EA $8,600.00 $8,600.00
430-175-112 PIPE CULV, OPT MATL, ROUND,
12"S/CD
2,328.00 LF $83.00 $193,224.00
430-175-130 PIPE CULV, OPT MATL, ROUND,
30"S/CD
208.00 LF $120.00 $24,960.00
430-175-142 PIPE CULV, OPT MATL, ROUND,
42"S/CD
5,056.00 LF $170.00 $859,520.00
430-175-154 PIPE CULV, OPT MATL, ROUND,
54"S/CD
200.00 LF $480.00 $96,000.00
430-515-100 STRAIGHT CONC ENDW 15",
SINGLE, 0 ROUND
1.00 EA $3,200.00 $3,200.00
430-530-100 STRAIGHT CONC ENDW 30",
SINGLE, 0 ROUND
1.00 EA $4,600.00 $4,600.00
430-542-100 STRAIGHT CONC ENDW 42",
SINGLE, 0 ROUND
2.00 EA $8,300.00 $16,600.00
430-554-100 STRAIGHT CONC ENDW 54",
SINGLE, 0 ROUND
2.00 EA $12,000.00 $24,000.00
520-1-10 CONCRETE CURB & GUTTER,
TYPE F
21,120.00 LF $24.00 $506,880.00
Description: Widen 2 Lane Rural Arterial to 4 Lane Divided Urban Arterial and
Closed Drainage System
Grissom Parkway Preliminary Cost Estimate for Urban Section section from the beginning of
Bridge Road to north of Fay Blvd. Approximate length 0.55 miles
522-1 CONCRETE SIDEWALK AND
DRIVEWAYS, 6"
2,933.33 SY $42.00 $123,199.86
550-60-234 FENCE GATE,TYP
B,SLIDE/CANT,18.1-20'OPEN
1.00 EA $4,300.00 $4,300.00
570-1-1 PERFORMANCE TURF 384.00 SY $1.20 $460.80
570-1-2 PERFORMANCE TURF, SOD 18,365.60 SY $2.80 $51,423.68
630-2-11 CONDUIT, F& I, OPEN TRENCH 5,280.00 LF $8.80 $46,464.00
630-2-12 CONDUIT, F& I, DIRECTIONAL
BORE
689.00 LF $22.00 $15,158.00
635-2-11 PULL & SPLICE BOX, F&I, 13" X 24" 21.00 EA $750.00 $15,750.00
700-1-11 SINGLE POST SIGN, F&I GM, 24.00 AS $350.00 $8,400.00
700-1-12 SINGLE POST SIGN, F&I GM, 12-20
SF
2.00 AS $1,000.00 $2,000.00
700-2-14 MULTI- POST SIGN, F&I GM, 31-50
SF
2.00 AS $4,700.00 $9,400.00
700-2-15 MULTI- POST SIGN, F&I GM, 51-100
SF
2.00 AS $6,400.00 $12,800.00
706-1-1 RAISED PAVMT MARK, TYPE B W/O
FINAL SURF
405.00 EA $4.10 $1,660.50
710-11-101 PAINTED PAVT
MARK,STD,WHITE,SOLID,6"
8.00 GM $1,000.00 $8,000.00
710-11-131 PAINTED PAVT
MARK,STD,WHITE,SKIP, 6"
4.00 GM $470.00 $1,880.00
715-1-13 LIGHTING CONDUCTORS, F&I,
INSUL, NO.4-2
17,907.00 LF $2.00 $35,814.00
715-4-13 LIGHT POLE COMPLETE, F&I- STD,
40'
21.00 EA $5,500.00 $115,500.00
715-500-1 POLE CABLE DIST SYS,
CONVENTIONAL
21.00 EA $580.00 $12,180.00
711-15-131 THERMOPLASTIC, STD-OP, WHITE,
SKIP, 6"
2.00 GM $1,600.00 $3,200.00
715-1-13 LIGHTING CONDUCTORS, F&I,
INSUL, NO.4-2
19,284.00 LF $2.00 $38,568.00
715-4-13 LIGHT POLE COMPLETE, F&I- STD,
40'
35.00 EA $5,500.00 $192,500.00
715-500-1 POLE CABLE DIST SYS,
CONVENTIONAL
35.00 EA $580.00 $20,300.00
999-999-9 SIGNALIZATION 2.00 EA $680000.00 $1,360,000
$7,145,136.81
For project length 0.55 miles $4,287,082.09
Pay Item Description Total Quantity Unit Weighted Avg.
Unit Price
Total Amount
102-1 MAINTENANCE OF TRAFFIC 1.00 LS $265,662.41 $265,662.41
101-1 MOBILIZATION 1.00 LS $292,228.65 $292,228.65
104-10-3 SEDIMENT BARRIER 13,728.00 LF $1.70 $23,337.60
104-11 FLOATING TURBIDITY BARRIER 350.00 LF $8.90 $3,115.00
104-12 STAKED TURBIDITY BARRIER- NYL
REINF PVC
350.00 LF $7.50 $2,625.00
104-15 SOIL TRACKING PREVENTION
DEVICE
1.00 EA $2,400.00 $2,400.00
107-1 LITTER REMOVAL 2.40 AC $22.00 $52.80
107-2 MOWING 2.40 AC $35.00 $84.00
110-1-1 CLEARING & GRUBBING 14.12 AC $19,000.00 $268,280.00
120-1 REGULAR EXCAVATION 19,360.00 CY $7.10 $137,456.00
120-6 EMBANKMENT 54,493.51 CY $8.50 $463,194.84
160-4 TYPE B STABILIZATION 25,813.33 SY $5.30 $136,810.65
285-704 OPTIONAL BASE,BASE GROUP 04 6,253.87 SY $15.00 $93,808.05
285-709 OPTIONAL BASE,BASE GROUP 09 14,467.20 SY $19.00 $274,876.80
327-70-1 MILLING EXIST ASPH PAVT, 1" AVG
DEPTH
5,866.67 SY $2.40 $14,080.01
327-70-15 MILLING EXIST ASPH PAVT,2 3/4"
AVG DEPTH
14,080.00 SY $2.40 $33,792.00
334-1-53 SUPERPAVE ASPH CONC, TRAF C,
PG76-22
2,968.54 TN $100.00 $296,854.00
334-1-54 SUPERPAVE ASPH CONC, TRAF D,
PG76-22
2,323.20 TN $100.00 $232,320.00
337-7-25 ASPH CONC FC,INC BIT,FC-5,PG76-
1,188.36 TN $130.00 $154,486.80
425-1-541 INLETS, DT BOT, TYPE D, 1.00 EA $4,400.00 $4,400.00
425-2-71 MANHOLES, J-7, 1.00 EA $8,600.00 $8,600.00
430-174-124 PIPE CULV, OPT MATL,
ROUND,24"SD
800.00 LF $98.00 $78,400.00
430-175-130 PIPE CULV, OPT MATL, ROUND,
30"S/CD
168.00 LF $120.00 $20,160.00
430-175-142 PIPE CULV, OPT MATL, ROUND,
42"S/CD
56.00 LF $170.00 $9,520.00
430-175-154 PIPE CULV, OPT MATL, ROUND,
54"S/CD
200.00 LF $480.00 $96,000.00
430-530-100 STRAIGHT CONC ENDW 30",
SINGLE, 0 ROUND
2.00 EA $4,600.00 $9,200.00
430-542-100 STRAIGHT CONC ENDW 42",
SINGLE, 0 ROUND
2.00 EA $8,300.00 $16,600.00
430-554-100 STRAIGHT CONC ENDW 54",
SINGLE, 0 ROUND
2.00 EA $12,000.00 $24,000.00
430-984-129 MITERED END SECT, OPTIONAL
RD, 24" SD
40.00 EA $1,800.00 $72,000.00
546-72-1 GROUND-IN RUMBLE STRIPS, 16" 2.00 GM $610.00 $1,220.00
Grissom Parkway Preliminary Cost Estimate for Rural Section from the beginning of the Project to Souh of Port St Johns Parkway
Description: Widen Existing 2 Lane Arterial to 4 Lane Divided; Resurface Existing 2 Lanes; 5' Paved
Shoulders.
550-10-220 FENCING, TYPE B, 5.1-6.0',
STANDARD
1,180.00 LF $21.00 $24,780.00
550-60-234 FENCE GATE,TYP
B,SLIDE/CANT,18.1-20'OPEN
1.00 EA $4,300.00 $4,300.00
570-1-2 PERFORMANCE TURF, SOD 22,117.34 SY $2.80 $61,928.55
700-1-11 SINGLE POST SIGN, F&I GM, 12.00 AS $350.00 $4,200.00
700-1-12 SINGLE POST SIGN, F&I GM, 12-20
SF
34.00 AS $1,000.00 $34,000.00
700-1-50 SINGLE POST SIGN, RELOCATE 2.00 AS $190.00 $380.00
700-1-60 SINGLE POST SIGN, REMOVE 12.00 AS $34.00 $408.00
700-2-14 MULTI- POST SIGN, F&I GM, 31-50
SF
4.00 AS $4,700.00 $18,800.00
700-2-60 MULTI- POST SIGN, REMOVE 2.00 AS $700.00 $1,400.00
706-1-1 RAISED PAVMT MARK, TYPE B W/O
FINAL SURF
540.00 EA $4.10 $2,214.00
710-11-101 PAINTED PAVT
MARK,STD,WHITE,SOLID,6"
4.00 GM $1,000.00 $4,000.00
710-11-131 PAINTED PAVT
MARK,STD,WHITE,SKIP, 6"
2.00 GM $470.00 $940.00
711-15-101 THERMOPLASTIC, STD-OP, WHITE,
SOLID, 6"
4.00 GM $4,600.00 $18,400.00
711-15-131 THERMOPLASTIC, STD-OP, WHITE,
SKIP, 6"
2.00 GM $1,600.00 $3,200.00
$3,214,515.16
For project length 0.38 miles $1,221,515.76
Pay Item Description Total Quantity Unit Weighted
Avg.
Total Amount
102-1 MAINTENANCE OF TRAFFIC 1.00 LS $410,960.71 $410,960.71
101-1 MOBILIZATION 1.00 LS $452,056.78 $452,056.78
104-10-3 SEDIMENT BARRIER 13,728.00 LF $1.70 $23,337.60
104-11 FLOATING TURBIDITY BARRIER 250.00 LF $8.90 $2,225.00
104-12 STAKED TURBIDITY BARRIER- NYL
REINF PVC
250.00 LF $7.50 $1,875.00
104-15 SOIL TRACKING PREVENTION
DEVICE
1.00 EA $2,400.00 $2,400.00
107-1 LITTER REMOVAL 1.90 AC $22.00 $41.80
107-2 MOWING 1.90 AC $35.00 $66.50
110-1-1 CLEARING & GRUBBING 14.62 AC $19,000.00 $277,780.00
120-1 REGULAR EXCAVATION 24,200.00 CY $7.10 $171,820.00
120-6 EMBANKMENT 96,444.09 CY $8.50 $819,774.77
160-4 TYPE B STABILIZATION 51,226.56 SY $5.30 $271,500.77
285-704 OPTIONAL BASE,BASE GROUP 04 6,253.87 SY $15.00 $93,808.05
285-709 OPTIONAL BASE,BASE GROUP 09 36,541.12 SY $19.00 $694,281.28
334-1-13 SUPERPAVE ASPHALTIC CONC,
TRAFFIC C
6,217.79 TN $97.00 $603,125.63
337-7-25 ASPH CONC FC,INC BIT,FC-5,PG76-
1,663.79 TN $130.00 $216,292.70
425-1-351 INLETS, CURB, TYPE P-5, 36.00 EA $5,200.00 $187,200.00
425-1-451 INLETS, CURB, TYPE J-5, 10.00 EA $7,000.00 $70,000.00
425-1-521 INLETS, DT BOT, TYPE C, 5.00 EA $4,100.00 $20,500.00
425-1-541 INLETS, DT BOT, TYPE D, 1.00 EA $4,400.00 $4,400.00
425-2-41 MANHOLES, P-7, 5.00 EA $5,000.00 $25,000.00
425-2-71 MANHOLES, J-7, 1.00 EA $8,600.00 $8,600.00
430-175-112 PIPE CULV, OPT MATL, ROUND,
12"S/CD
2,328.00 LF $83.00 $193,224.00
430-175-130 PIPE CULV, OPT MATL, ROUND,
30"S/CD
208.00 LF $120.00 $24,960.00
430-175-142 PIPE CULV, OPT MATL, ROUND,
42"S/CD
5,056.00 LF $170.00 $859,520.00
430-175-154 PIPE CULV, OPT MATL, ROUND,
54"S/CD
200.00 LF $480.00 $96,000.00
Description: Widen 2 Lane Rural Arterial to 4 Lane Divided Urban Arterial with 22' Median, and
Closed Drainage System
Grissom Parkway Preliminary Cost Estimate for Urban Section section from Port St
Johns Parkway of Bridge Road to north of Fay Blvd. Approximate length 0.55 miles
430-515-100 STRAIGHT CONC ENDW 15",
SINGLE, 0 ROUND
1.00 EA $3,200.00 $3,200.00
430-530-100 STRAIGHT CONC ENDW 30",
SINGLE, 0 ROUND
1.00 EA $4,600.00 $4,600.00
430-542-100 STRAIGHT CONC ENDW 42",
SINGLE, 0 ROUND
2.00 EA $8,300.00 $16,600.00
430-554-100 STRAIGHT CONC ENDW 54",
SINGLE, 0 ROUND
2.00 EA $12,000.00 $24,000.00
520-1-10 CONCRETE CURB & GUTTER,
TYPE F
21,120.00 LF $24.00 $506,880.00
522-1 CONCRETE SIDEWALK AND
DRIVEWAYS, 6"
2,933.33 SY $42.00
550-60-234 FENCE GATE,TYP
B,SLIDE/CANT,18.1-20'OPEN
1.00 EA $4,300.00 $4,300.00
570-1-1 PERFORMANCE TURF 384.00 SY $1.20 $460.80
570-1-2 PERFORMANCE TURF, SOD 18,365.60 SY $2.80 $51,423.68
630-2-11 CONDUIT, F& I, OPEN TRENCH 5,280.00 LF $8.80 $46,464.00
630-2-12 CONDUIT, F& I, DIRECTIONAL
BORE
689.00 LF $22.00 $15,158.00
635-2-11 PULL & SPLICE BOX, F&I, 13" X 24" 21.00 EA $750.00 $15,750.00
700-1-11 SINGLE POST SIGN, F&I GM, 24.00 AS $350.00 $8,400.00
700-1-12 SINGLE POST SIGN, F&I GM, 12-20
SF
2.00 AS $1,000.00 $2,000.00
700-2-14 MULTI- POST SIGN, F&I GM, 31-50
SF
2.00 AS $4,700.00 $9,400.00
700-2-15 MULTI- POST SIGN, F&I GM, 51-100
SF
2.00 AS $6,400.00 $12,800.00
706-1-1 RAISED PAVMT MARK, TYPE B W/O
FINAL SURF
405.00 EA $4.10 $1,660.50
710-11-101 PAINTED PAVT
MARK,STD,WHITE,SOLID,6"
8.00 GM $1,000.00 $8,000.00
710-11-131 PAINTED PAVT
MARK,STD,WHITE,SKIP, 6"
4.00 GM $470.00 $1,880.00
715-1-13 LIGHTING CONDUCTORS, F&I,
INSUL, NO.4-2
17,907.00 LF $2.00 $35,814.00
715-4-13 LIGHT POLE COMPLETE, F&I- STD,
40'
21.00 EA $5,500.00 $115,500.00
715-500-1 POLE CABLE DIST SYS,
CONVENTIONAL
21.00 EA $580.00 $12,180.00
711-15-131 THERMOPLASTIC, STD-OP, WHITE,
SKIP, 6"
2.00 GM $1,600.00 $3,200.00
715-1-13 LIGHTING CONDUCTORS, F&I,
INSUL, NO.4-2
19,284.00 LF $2.00 $38,568.00
715-4-13 LIGHT POLE COMPLETE, F&I- STD,
40'
35.00 EA $5,500.00 $192,500.00
715-500-1 POLE CABLE DIST SYS,
CONVENTIONAL
35.00 EA $580.00 $20,300.00
$6,427,221.57
For project length 0.55 miles $3,534,971.86
Pay Items
Unit Price
Total Amount
102-1 MAINTENANCE OF TRAFFIC 1.00 LS $3,060 $3,060
101-1 MOBILIZATION 1.00 LS $15,605 $15,605
110-1-1 CLEARING & GRUBBING 1.25 AC $19,000.00 $23,750
120-1 REGULAR EXCAVATION 322.66 CY $7.10 $2,291
522-1 CONCRETE SIDEWALK AND
DRIVEWAYS, 6"
11,640.00 SY $45.00 $523,800
570-1-1 PERFORMANCE TURF 3,121.07 SY $1.20 $3,745
$572,251
$1,659,528
Description: Sidewalk construction; 8' one side, 6 inch depth
Grissom Parkway Sidewalk, from Port St. John to Fay Blvd, approximately2.48 mile length.
Sidewalk Cost (per Mile)
Sidewalk Estimated Cost
Unit Price
Total Amount
102-1 MAINTENANCE OF TRAFFIC 1.00 LS $114,177.08 $114,177.08
101-1 MOBILIZATION 1.00 LS $125,594.79 $125,594.79
120-6 EMBANKMENT 20,417.62 CY $8.90 $181,716.82
160-4 TYPE B STABILIZATION 7,040.00 SY $5.30 $37,312.00
285-709 OPTIONAL BASE,BASE GROUP 09 7,427.20 SY $19.00 $141,116.80
334-1-54 SUPERPAVE ASPH CONC, TRAF D,
PG76-22
1,161.60 TN $100.00 $116,160.00
337-7-83 ASPH CONC FC,TRAFFIC C,FC-
12.5,PG 76-22
563.20 TN $110.00 $61,952.00
430-175-124 PIPE CULV, OPT MATL, ROUND,
24"S/CD
216.00 LF $97.00 $20,952.00
706-1-1 RAISED PAVMT MARK, TYPE B W/O
FINAL SURF
132.00 EA $4.10 $541.20
For 1.13 miles total length for turn lanes along the corridor $903,461
( Refer to LTG traffic Study for turn lanes length
Description: Construction cost of turn-lanes along the corridor
Turn Lane Total Cost (per Mile) $799,523
Turn Lane Estimated Cost
File details come from the government source that posted it. Updated .