Addendunm_4,_Bid_Tab,_Olive_Road_PHI,_2026-7-2.pdf
PDF 56 KB Posted
- Solicitation number
- PD 25-26.072
- Issued by
- Escambia County, Florida
About this file
Addendum 4 - Bid Tab Summary
This document is an Addendum 4 Bid Tab prepared by the Florida Department of Transportation (FDOT) for the Escambia County CDBG-DR Olive Road Street Improvement Project - Phase I Construction (HS005). The bid tab itemizes 35 line items encompassing comprehensive roadway reconstruction services along approximately 1.14 miles of Olive Road in Pensacola, Florida, spanning from Carpenter Creek to N. Davis Highway. Major work categories include mobilization and maintenance of traffic; clearing, grubbing, and excavation; asphalt milling at varying depths totaling approximately 24,445 square yards; Superpave asphaltic concrete placement in multiple traffic designations and thicknesses totaling approximately 47,900 square yards; concrete curb and gutter installation totaling approximately 10,590 linear feet; concrete sidewalk and driveway construction totaling approximately 5,450 square yards; performance turf sodding of 10,000 square yards; pipe handrail and guiderail installation; detectable warnings; fencing with swing gates; and removal and replacement of unsuitable materials. The pre-bid meeting is scheduled for June 16, 2026 at 2:00 p.m. via Microsoft Teams, with sealed bids due July 13, 2026 at 10:00 a.m. The contract term is 365 calendar days with 335 days for substantial completion and 30 days for final completion.
Pricing for individual pay items is not populated in this addendum document; unit costs and total costs remain blank, indicating this is a preliminary bid tab awaiting contractor submissions. The project is federally funded through Community Development Block Grant-Disaster Recovery (CDBG-DR) funds and is subject to Davis-Bacon prevailing wage requirements. Section 3 employment and contracting goals mandate a minimum of 25 percent of total project hours performed by Section 3 workers and 5 percent by Targeted Section 3 workers. Contractors must maintain FDOT prequalification for Flexible Paving and Drainage Work Classes, hold an Escambia County Business License, possess Work Zone Safety Traffic Supervisor Certifications, and employ a Certified Stormwater Management Inspector. Liquidated damages are assessed at $5,021 per calendar day. Performance and Payment bonds at 100 percent of contract value are required, along with minimum insurance coverage including $1 million general liability and $1 million business auto liability.
View the file
Other files
Show all 22
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
FDOT PAY
ITEM #
DESCRIPTION UNIT QUANTITY UNIT COST TOTAL
1 0101 1 MOBILIZATION (All Components) LS 1
2 0102 1 MAINTENANCE OF TRAFFIC (All Components) LS 1
3 - TEMPORARY EROSION CONTROL LS 1
4 0110 1 1 CLEARING AND GRUBBING LS 1
5 0110 4 10 REMOVAL OF EXISTING CONCRETE SY 750
6 0110 7 1 MAILBOX, F&I SINGLE EA 38
7 0120 1 REGULAR EXCAVATION CY 880.0
8 0120 6 EMBANKMENT CY 8,000.0
9 0160 4 TYPE B STABILIZATION SY 14,000
10 0285701 OPTIONAL BASE, BASE GROUP 01 SY 4,500
11 0285708 OPTIONAL BASE, BASE GROUP 08 (Type B-12.5-5.5") SY 3,900
12 0285713 OPTIONAL BASE, BASE GROUP 13 (Type B-12.5-8") SY 1,400
13 0326 70 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 165
14 0327 70 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 790
15 0327 70 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 4,350
16 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1.5" AVG DEPTH SY 1,000
17 0327 70 15 MILLING EXISTING ASPHALT PAVEMENT, 2 3/4" AVG DEPTH SY 18,000
18 0327 70 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 140
19 0334 1 52 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC B, PG76-22 (MUP) (1.5") SY 4,200
20 0334 1 53 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C, PG76-22 (1") SY 4,350
21 0334 1 53 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C, PG76-22 (1.5") SY 2,300
22 0334 1 53 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C, PG76-22 (2") SY 21,350
23 0334 1 53 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C, PG76-22 (OVERBUILD) SY 19,700
24 0337 7 82
ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C,
FC-9.5, PG 76-22 (1")
SY 25,650
25 0515 1 2 PIPE HANDRAIL - GUIDERAIL, ALUMINUM LF 225
26 0520 1 7 CONCRETE CURB & GUTTER, TYPE E LF 80
27 0520 1 10 CONCRETE CURB & GUTTER, TYPE F LF 10,500
28 0520 70 CONCRETE TRAFFIC SEPARATOR, SPECIAL, VARIABLE WIDTH SY 25
29 0522 1 CONCRETE SIDEWALK AND DRIVEWAYS, 4" THICK SY 2,600
30 0522 2 CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 2,850
31 0527 2 DETECTABLE WARNINGS SF 800
32 - FENCING LF 425
33 - 6'hX12'w DBL CHAIN LINK SWING GATE, (2) 6'w GATES EA 2
34 0570 1 2 PERFORMANCE TURF, SOD SY 10,000
35 - SAW CUT EXISTING ASPHALT LF 15,000
35A - REMOVE AND REPLACE UNSUITABLE MATERIALS CY 1000.0
D-1 0425 1311 INLETS, CURB, TYPE P-1, <10' EA 5
BID TAB
Olive Road Street Improvement Project Phase I
ITEM #
DESCRIPTION UNIT QUANTITY UNIT COST TOTAL
BID TAB
Olive Road Street Improvement Project Phase I
D-2 0425 1331 INLETS, CURB, TYPE P-3, <10' EA 31
D-3 0425 1341 INLETS, CURB, TYPE P-4, <10' EA 3
D-4 0425 1351 INLETS, CURB, TYPE P-5, <10' EA 1
D-5 0425 1411 INLETS, CURB TYPE J-1, <10' EA 1
D-6 0425 1412 INLETS, CURB, TYPE J-1, >10' EA 2
D-7 0425 1431 INLETS, CURB, TYPE J-3, <10' EA 7
D-8 0425 1432 INLETS, CURB, TYPE J-3, >10' EA 5
D-9 0425 1441 INLETS, CURB, TYPE J-4, <10' EA 1
D-10 0425 1452 INLETS, CURB, TYPE J-5, >10' EA 2
D-11 0425 1523 INLETS, DT BOT, TYPE C,JBOT,>10' EA 2
D-12 0425 1531 INLETS, DT BOT, TYPE C MOD- BACK OF SIDEWALK,<10' EA 8
D-13 0425 1533 INLETS, DT BOT, TYPE C MOD- BACK OF SIDEWALK,JBOT,<10' EA 7
D-14 0425 1534 INLETS, DT BOT, TYPE C MOD- BACK OF SIDEWALK,JBOT,>10' EA 8
D-15 0425 1581 INLETS, DT BOT, TYPE H, <10' EA 1
D-16 0425 2 61 MANHOLES, P-8, <10' EA 4
D-17 0425 2 91 MANHOLES, J-8, <10' EA 4
D-18 0425 2 92 MANHOLES, J-8, >10' EA 3
D-19 0425 17 18 BACK OF SIDEWALK ENDWALL, 18" PIPE DIA. EA 2
D-20 0430175118 PIPE CULVERT,RCP,ROUND, 18"S/CD LF 3,600
D-21 0430175124 PIPE CULVERT,RCP,ROUND, 24"S/CD LF 650
D-22 0430175130 PIPE CULVERT,RCP,ROUND, 30"S/CD LF 200
D-23 0430175136 PIPE CULVERT,RCP,ROUND, 36"S/CD LF 2,000
D-24 0430175142 PIPE CULVERT,RCP,ROUND, 42"S/CD LF 1,600
D-25 0430175218 PIPE CULVERT,RCP, ELLIP/ARCH, 14"x23" S/CD LF 130
D-26 0430175242 PIPE CULVERT,RCP, ELLIP/ARCH, 34"x53" S/CD LF 160
D-27 0430982125 MITERED END SECTION, RCP ROUND, 18" CD EA 3
D-28 0430982625 MITERED END SECTION, ELLIP/ARCH, 14"x23" CD EA 2
D-29 - DEWATERING LS 1
S-1 0700 1111 SINGLE POST SIGN, F&I GROUND MT, UP TO 12 SF AS 22
S-2 0700 1500 SINGLE POST SIGN, RELOCATE AS 20
S-3 0700 1600 SINGLE POST SIGN, REMOVE AS 11
S-4 0700 3501 SINGLE POST SIGN, RELOCATE, UP TO 12 SF AS 2
S-5 0704 1 2 TUBULAR MARKER, DURABLE, 36" YELLOW POSTS EA 4
S-6 0706 1 3 RAISED PAVEMENT MARKER, TYPE B EA 816
S-7 0710 11290 PAINTED PAVEMENT MARKINGS, STD, YELLOW, ISLAND NOSE SF 27
S-8 0710 90 PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS 1
S-9 0711 11123
THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND
ROUNDABOUT
LF 2,704
ITEM #
DESCRIPTION UNIT QUANTITY UNIT COST TOTAL
BID TAB
Olive Road Street Improvement Project Phase I
S-10 0711 11124
THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS AND
CHEVRONS
LF 345
S-11 0711 11125
THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND
CROSSWALK
LF 445
S-12 0711 11141 THERMO., STD., WHITE, GUIDE LINE, 6" (2/4) GM 0.029
S-13 0711 11241 THERMO., STD., YELLOW, GUIDE LINE, 6" (2/4) GM 0.087
S-14 0711 11160 THERMO., STD., MESSAGE OR SYMBOL EA 1
S-15 0711 11170 THERMO., STD., ARROWS EA 54
S-16 0711 11224
THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONAL OR
CHEVRONS
LF 418
S-17 0711 14125 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK LF 1,850
S-18 0711 14160 THERMO., PREFORMED, MESSAGE OR SYMBOL EA 2
S-19 0711 14170 THERMO., PREFORMED, ARROWS (BIKE THRU) EA 2
S-20 0711 16101 THERMOPLASTIC, STANDARD, OTHER SURFACES, WHITE, SOLID, 6" GM 2.625
S-21 0711 16131 THERMO., STD. - OTHER, WHITE, SKIP, 6" (10/30) GM 0.091
S-22 0711 16201 THERMOPLASTIC, STANDARD, OTHER SURFACES, YELLOW, SOLID, 6" GM 2.380
S-23 0711 16231 THERMOPLASTIC, OTHER SURFACES, YELLOW, SKIP, 6" GM 1.065
SI-1 630-2-11 CONDUIT, F&I, OPEN TRENCH LF 380
SI-2 630-2-12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 515
SI-3 632-7-1
SIGNAL CABLE - NEW OR RECONSTRUCTED INTERSECTION, FURNISH &
INSTALL
PI 2
SI-4 632-7-6 SIGNAL CABLE, REMOVE- INTERSECTION PI 2
SI-5 635-2-11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE EA 25
SI-6 639-1-122
ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED
BY CONTRACTOR
AS 2
SI-7 639-2-1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 60
SI-8 641-2-12 PRESTRESSED CONCRETE POLE, F&I, TYPE P-II SERVICE POLE EA 2
SI-9 641-2-80
PRESTRESSED CONCRETE POLE, COMPLETE POLE REMOVAL- POLE 30' AND
GREATER
EA 4
SI-10 646-1-11 ALUMINUM SIGNALS POLE, PEDESTAL EA 8
SI-11 646-1-60 ALUMINUM SIGNALS POLE, REMOVE EA 4
SI-12 649-21-1 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 30' EA 1
SI-13 649-21-3 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, SINGLE ARM 40' EA 1
SI-14 649-21-8
STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, DOUBLE ARM 50'-
40'
EA 1
SI-15 649-21-12
STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, DOUBLE ARM 60'-
40'
EA 1
SI-16 649-21-23
STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, DOUBLE ARM 78'-
40'
EA 1
SI-17 650-1-34
VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL POLYCARBONATE, 3
SECTION, 1 WAY
AS 15
SI-18 650-1-36
VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL POLYCARBONATE, 4
SECTION, 1 WAY
AS 4
SI-19 650-1-38
VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL POLYCARBONATE, 5
SECTION STRAIGHT, 1 WAY
AS 1
SI-20 653-1-11 PEDESTRIAN SIGNAL, F&I LED COUNT, 1 WAY AS 2
SI-21 653-1-12 PEDESTRIAN SIGNAL, F&I LED COUNT, 2 WAY AS 6
SI-22 654-2-21
MIDBLOCK CROSSWALK: RECTANGULAR RAPID FLASHING BEACON,
FURNISH & INSTALL- SOLAR, COMPLETE SIGN ASSY- SINGLE DIRECTION
AS 4
SI-23 654-2-22
MIDBLOCK CROSSWALK: RECTANGULAR RAPID FLASHING BEACON,
FURNISH & INSTALL- SOLAR, COMPLETE SIGN ASSEMBLY- BACK TO BACK
AS 2
ITEM #
DESCRIPTION UNIT QUANTITY UNIT COST TOTAL
BID TAB
Olive Road Street Improvement Project Phase I
SI-24 660-4-11
VEHICLE DETECTION SYSTEM- VIDEO, FURNISH & INSTALL CABINET
EQUIPMENT
EA 2
SI-25 660-4-12
VEHICLE DETECTION SYSTEM- VIDEO, FURNISH & INSTALL ABOVE
GROUND EQUIPMENT
EA 4
SI-26 665-1-11 PEDESTRIAN DETECTOR, FURNISH & INSTALL, STANDARD EA 14
SI-27 670-5-160 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA W/STANDARD LOCK AS 2
SI-28 670-5-600 TRAFFIC CONTROLLER ASSEMBLY, REMOVE CONTROLLER WITH CABINET AS 2
SI-29 682-1-173 ITS CCTV CAMERA, NON-PRESSURIZED, IP, HIGH DEFINITION EA 2
SI-30 684-6-3 WIRELESS COMMUNICATION SYSTEM DEVICE, INSTALL EA 2
SI-31 685-1-14
UNINTERRUPTIBLE POWER SUPPLY, FURNISH AND INSTALL,
ONLINE/DOUBLE CONVERSION WITH CABINET
EA 2
SI-32 700-3-201 SIGN PANEL, FURNISH & INSTALL OVERHEAD MOUNT, UP TO 12 SF EA 7
SI-33 700-5-22
INTERNALLY ILLUMINATED SIGN, FURNISH & INSTALL, OVERHEAD
MOUNT, 12-18 SF
EA 8
IT-1 630-2-11 CONDUIT, F&I, OPEN TRENCH LF 4,720
IT-2 630-2-12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 1,900
IT-3 633-1-121 FIBER OPTIC CABLE, F&I, UNDERGROUND,2-12 FIBERS LF 730
IT-4 633-1-123 FIBER OPTIC CABLE, F&I, UNDERGROUND,49-96 FIBERS LF 6,400
IT-5 633-2-31 FIBER OPTIC CONNECTION, INSTALL, SPLICE EA 44
IT-6 633-3-11 FIBER OPTIC CONNECTION HARDWARE, F&I, SPLICE ENCLOSURE EA 3
IT-7 633-3-12 FIBER OPTIC CONNECTION HARDWARE, F&I, SPLICE TRAY EA 6
IT-8 633-3-15
FIBER OPTIC CONNECTION HARDWARE, F&I, PRETERMINATED PATCH
PANEL
EA 3
IT-8A 635-2-11 PULL & SPLICE BOX, F&I, 13" X 24" COVER SIZE EA 2
IT-9 635-2-12 PULL & SPLICE BOX, F&I, 24" X 36" COVER SIZE EA 14
IT-10 635-2-13
PULL & SPLICE BOX, F&I, 30" X 60" RECTANGULAR OR 36" ROUND COVER
SIZE
EA 3
IT-11 684-1-1 MANAGED FIELD ETHERNET SWITCH, FURNISH & INSTALL EA 2
LD-1 0110 21 TREE PROTECTION BARRIER LF 1,179
LD-2
LANDSCAPE- TREES, CRAPE MYRTLE STANDARD/SINGLE LAGERSTROEMIA
'TONTO', 15 GAL, 5'-6' HEIGHT
EA 29
LD-3 MULCH SY 97
LD-4 TEMPORARY IRRIGATION LS 1
W-1
- 4" PVC C900 DR25 WATER MAIN LF 27
W-2
- 6" PVC C900 DR25 WATER MAIN LF 112
W-3
- 8" PVC C900 DR25 WATER MAIN LF 4,742
W-4
- 6" DI C151 CL. 350 WATER MAIN LF 185
W-5
- 8" DI C151 CL. 350 WATER MAIN LF 1,047
W-6
- 6" D.I. R.J. WATER MAIN LF 111
W-7
- 12" X 8" DI MJ REDUCER EA 1
W-8
- 4" DI MJ CAP EA 1
W-9
- 6" DI MJ CAP EA 6
W-10
- 8" DI MJ CROSS EA 1
W-11
- 8" DI MJ CAP EA 8
ITEM #
DESCRIPTION UNIT QUANTITY UNIT COST TOTAL
BID TAB
Olive Road Street Improvement Project Phase I
W-12
- 12" DI MJ CAP EA 1
W-13
- 8" X 4" DI MJ TEE EA 1
W-14
- 8" X 6" DI MJ TEE EA 6
W-15
- 8" X 8" DI MJ TEE EA 5
W-16
- 6" FIRE HYDRANT ASSEMBLY EA 7
W-17
- 8" FOSTER ADAPTER EA 1
W-18
- 12" FOSTER ADAPTER EA 1
W-19
- 4" MJ GATE VALVE W/ BOX EA 1
W-20
- 6" MJ GATE VALVE W/ BOX EA 13
W-21
- 8" MJ GATE VALVE W/ BOX EA 21
W-22
- 1" WM SERVICE LINE LF 1,145
W-23
- 2" WM SERVICE LINE LF 170
W-24
- WATER METER RESET EA 41
W-25
- WATER VALVE BOX RESET EA 13
W-26
- SEWER VALVE BOX RESET EA 2
W-27
- WM ABANDONMENT LF 9,100
U-1 - Adjust to Grade Manholes (All) EA 9
U-2 - Adjust to Grade Meters & Valves (All) EA 4
U-3 - Adjust to Grade HandHoles-Peds (All) EA 15
U-4 0121-70 FLOWABLE FILL (AT&T) CY 279.8
U-5 MANHOLE REMOVAL (AT&T) EA 4
U-6 DUCT BANK REMOVAL (AT&T) LF 5,038
Total:
File details come from the government source that posted it. Updated .