| Agency: | City of DeFuniak Springs |
|---|---|
| State: | Florida |
| Type of Government: | State & Local |
| Posted Date: | Mar 9, 2026 |
| Due Date: | Mar 10, 2026 |
| Original Source: | Please Login to View Page |
| Contact information: | Please Login to View Page |
| Bid Documents: | Please Login to View Page |
1. Runway 9-27 Extension - RFP 2026-01-AP
| 1 | C-100-14.1 | CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) | LS | 1 | ||
|---|---|---|---|---|---|---|
| 2 | C-102-5.1 | TEMPORARY EROSION CONTROL | LS | 1 | ||
| 3 | C-105-6.1 | MOBILIZATION (MAXIMUM 10% OF TOTAL BID) | LS | 1 | ||
| 4 | P-101-5.1a | FULL-DEPTH ROADWAY ASPHALT PAVEMENT REMOVAL | SY | 10,120 | ||
| 5 | P-101-5.1b | FULL-DEPTH AIRFIELD ASPHALT PAVEMENT REMOVAL | SY | 6,300 | ||
| 6 | P-101-5.1c | MISCELLANEOUS CONCRETE PAVEMENT REMOVAL | SY | 1,060 | ||
| 7 | P-101-5.2 | ASPHALT CRACK REPAIR | LF | 13,900 | ||
| 8 | P-101-5.3 | PAVEMENT MARKING REMOVAL | SF | 31,900 | ||
| 9 | P-101-5.4a | VARIABLE DEPTH ASPHALT MILLING (0-INCH TO 3- INCH) | SY | 1,080 | ||
| 10 | P-101-5.4b | RUNWAY ASPHALT MILLING (3-INCH NOMINAL) | SY | 2,460 | ||
| 11 | P-101-5.5 | MITERED END SECTION REMOVAL | EA | 2 | ||
| 12 | P-151-4.1 | CLEARING AND GRUBBING | AC | 16.2 | ||
| 13 | P-152-4.1 | UNCLASSIFIED EXCAVATION | CYD | 26,050 | ||
| 14 | P-152-4.2 | UNSUITABLE EXCAVATION | CYD | 1,230 | ||
| 15 | P-211-5.1 | 6-INCH LIME ROCK BASE COURSE | SY | 14,470 | ||
| 16 | P-403-8.1 | 3-INCH ASPHALT MIXTURE SURFACE COURSE | TON | 2,760 | ||
| 17 | P-608-8.1 | ASPHALT SURFACE TREATMENT | SY | 23,500 |
UPS Sch 1 CITY OF DEFUNIAK SPRINGS
RUNWAY 9-27 EXTENSION
BID FORM - BASE BID
ITEM SPEC. ESTIMATED UNIT BID
NO. NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT
CONTRACTOR QUALITY CONTROL PROGRAM
1 C-100-14.1 LS 1
(CQCP)
2 C-102-5.1 TEMPORARY EROSION CONTROL LS 1
3 C-105-6.1 MOBILIZATION (MAXIMUM 10% OF TOTAL BID) LS 1
FULL-DEPTH ROADWAY ASPHALT PAVEMENT
4 P-101-5.1a SY 10,120
REMOVAL
FULL-DEPTH AIRFIELD ASPHALT PAVEMENT
5 P-101-5.1b SY 6,300
REMOVAL
6 P-101-5.1c MISCELLANEOUS CONCRETE PAVEMENT REMOVAL SY 1,060
7 P-101-5.2 ASPHALT CRACK REPAIR LF 13,900
8 P-101-5.3 PAVEMENT MARKING REMOVAL SF 31,900
VARIABLE DEPTH ASPHALT MILLING (0-INCH TO 3-
9 P-101-5.4a SY 1,080
INCH)
10 P-101-5.4b RUNWAY ASPHALT MILLING (3-INCH NOMINAL) SY 2,460
11 P-101-5.5 MITERED END SECTION REMOVAL EA 2
12 P-151-4.1 CLEARING AND GRUBBING AC 16.2
13 P-152-4.1 UNCLASSIFIED EXCAVATION CYD 26,050
14 P-152-4.2 UNSUITABLE EXCAVATION CYD 1,230
15 P-211-5.1 6-INCH LIME ROCK BASE COURSE SY 14,470
16 P-403-8.1 3-INCH ASPHALT MIXTURE SURFACE COURSE TON 2,760
17 P-608-8.1 ASPHALT SURFACE TREATMENT SY 23,500
00 41 00 BID FORM RFP 2026-01-AP
Addendum No. 3 PAGE 1 OF 13 Garver Project No. 2300226
| 18 | P-620-5.2a | PERMANENT REFLECTIVE MARKINGS | SF | 34,000 | ||
|---|---|---|---|---|---|---|
| 19 | P-620-5.2b | PERMANENT NON-REFLECTIVE MARKINGS | SF | 10,560 | ||
| 20 | P-620-5.2c | PERMANENT SURFACE PAINTED HOLDING POSITION SIGN | EA | 8 | ||
| 21 | P-620-5.3 | TEMPORARY NON-REFLECTIVE MARKINGS | SF | 20,000 | ||
| 22 | F-162-5.1 | 7-FOOT CHAIN-LINK FENCE WITH 3-STRAND BARBED WIRE | LF | 1,680 | ||
| 23 | F-162-5.2a | AUTOMATIC VEHICLE GATE (COMPLETE) | EA | 1 | ||
| 24 | F-162-5.4 | FENCE REMOVAL | LF | 2,330 | ||
| 25 | L-108-5.1 | TRENCHING FOR DIRECT-BURIED CABLE, 18-INCH MINIMUM DEPTH | LF | 2,500 | ||
| 26 | L-108-5.2 | NO. 8 AWG, 5 kV, L-824, TYPE C CABLE, INSTALLED IN TRENCH, DUCT BANK, OR CONDUIT | LF | 24,170 | ||
| 27 | L-108-5.3 | NO. 2 AWG, SOLID, BARE COPPER COUNTERPOISE WIRE, INSTALLED IN TRENCH, ABOVE THE DUCT BANK OR CONDUIT, INCLUDING CONNECTIONS/TERMINATIONS | LF | 18,210 | ||
| 28 | L-110-5.1 | NON-ENCASED ELECTRICAL DUCT BANK, 1-WAY 2- INCH, 24-INCH MINIMUM COVER | LF | 3,710 | ||
| 29 | L-110-5.2 | NON-ENCASED ELECTRICAL DUCT BANK, 2-WAY 2- INCH, 24-INCH MINIMUM COVER | LF | 210 | ||
| 30 | L-110-5.3 | NON-ENCASED ELECTRICAL DUCT BANK, 3-WAY 2- INCH, 24-INCH MINIMUM COVER | LF | 280 | ||
| 31 | L-110-5.4 | CONCRETE ENCASED ELECTRICAL DUCT BANK, 2- WAY 2-INCH, 24-INCH MINIMUM COVER | LF | 80 | ||
| 32 | L-110-5.5 | NON-ENCASED ELECTRICAL CONDUIT, 1-WAY 2- INCH | LF | 11,400 |
UPS Sch 1 CITY OF DEFUNIAK SPRINGS
RUNWAY 9-27 EXTENSION
BID FORM - BASE BID
ITEM SPEC. ESTIMATED UNIT BID
NO. NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT
18 P-620-5.2a PERMANENT REFLECTIVE MARKINGS SF 34,000
19 P-620-5.2b PERMANENT NON-REFLECTIVE MARKINGS SF 10,560
PERMANENT SURFACE PAINTED HOLDING
20 P-620-5.2c EA 8
POSITION SIGN
21 P-620-5.3 TEMPORARY NON-REFLECTIVE MARKINGS SF 20,000
7-FOOT CHAIN-LINK FENCE WITH 3-STRAND
22 F-162-5.1 LF 1,680
BARBED WIRE
23 F-162-5.2a AUTOMATIC VEHICLE GATE (COMPLETE) EA 1
24 F-162-5.4 FENCE REMOVAL LF 2,330
TRENCHING FOR DIRECT-BURIED CABLE, 18-INCH
25 L-108-5.1 LF 2,500
MINIMUM DEPTH
NO. 8 AWG, 5 kV, L-824, TYPE C CABLE, INSTALLED
26 L-108-5.2 LF 24,170
IN TRENCH, DUCT BANK, OR CONDUIT
NO. 2 AWG, SOLID, BARE COPPER COUNTERPOISE
WIRE, INSTALLED IN TRENCH, ABOVE THE DUCT
27 L-108-5.3 LF 18,210
BANK OR CONDUIT, INCLUDING
CONNECTIONS/TERMINATIONS
NON-ENCASED ELECTRICAL DUCT BANK, 1-WAY 2-
28 L-110-5.1 LF 3,710
INCH, 24-INCH MINIMUM COVER
NON-ENCASED ELECTRICAL DUCT BANK, 2-WAY 2-
29 L-110-5.2 LF 210
INCH, 24-INCH MINIMUM COVER
NON-ENCASED ELECTRICAL DUCT BANK, 3-WAY 2-
30 L-110-5.3 LF 280
INCH, 24-INCH MINIMUM COVER
CONCRETE ENCASED ELECTRICAL DUCT BANK, 2-
31 L-110-5.4 LF 80
WAY 2-INCH, 24-INCH MINIMUM COVER
NON-ENCASED ELECTRICAL CONDUIT, 1-WAY 2-
32 L-110-5.5 LF 11,400
INCH
00 41 00 BID FORM RFP 2026-01-AP
Addendum No. 3 PAGE 2 OF 13 Garver Project No. 2300226
| 33 | L-115-5.1 | ELECTRICAL JUNCTION STRUCTURE, L-867 CLASS 1, SIZE 16-INCH BY 24-INCH DEPTH | EA | 6 | ||
|---|---|---|---|---|---|---|
| 34 | L-115-5.2 | 2-UNIT JUNCTION CAN PLAZA USING L-867 CLASS 1, SIZE 16-INCH BY 24-INCH DEPTH | EA | 14 | ||
| 35 | L-115-5.3 | 3-UNIT JUNCTION CAN PLAZA USING L-867 CLASS 1, SIZE 16-INCH BY 24-INCH DEPTH | EA | 4 | ||
| 36 | L-125-5.1 | L-861(L) BASE MOUNTED RUNWAY EDGE LIGHT, INSTALLED | EA | 40 | ||
| 37 | L-125-5.2 | L-861E(L) BASE MOUNTED RUNWAY END/THRESHOLD LIGHT, INSTALLED | EA | 22 | ||
| 38 | L-125-5.3 | L-861T(L) BASE MOUNTED TAXIWAY EDGE LIGHT, INSTALLED | EA | 34 | ||
| 39 | L-125-5.4 | L-861T STAKE MOUNTED TAXIWAY EDGE LIGHT, INSTALLED | EA | 17 | ||
| 40 | L-125-5.5 | L-858(L) BASE MOUNTED, 3-MODULE GUIDANCE SIGN, INSTALLED | EA | 3 | ||
| 41 | L-125-5.6 | L-849A(L) RUNWAY END IDENTIFICATION LIGHTS SYSTEM, INSTALLED ON RUNWAY 9 | LS | 1 | ||
| 42 | L-125-5.7 | L-849A(L) RUNWAY END IDENTIFICATION LIGHTS SYSTEM, INSTALLED ON RUNWAY 27 | LS | 1 | ||
| 43 | L-125-5.8 | L-881(L) PRECISION APPROACH PATH INDICATOR SYSTEM, INSTALLED ON RUNWAY 9 | LS | 1 | ||
| 44 | L-125-5.9 | L-881(L) PRECISION APPROACH PATH INDICATOR SYSTEM, INSTALLED ON RUNWAY 27 | LS | 1 | ||
| 45 | SS-110-4.4 | EXCAVATION AND EMBANKMENT (ROADWAY) | CYD | 800 | ||
| 46 | SS-110-4.5 | 12-INCH LBR 40 STABILIZED SUBGRADE | SY | 7,850 | ||
| 47 | SS-110-4.7 | 6-INCH OPTIONAL BASE COURSE (LIMEROCK OR RCA) | SY | 7,290 | ||
| 48 | SS-110-4.12 | 2-INCH BITUMINIOUS SURFACE COURSE (FDOT TYPE SP-12.5) | TON | 770 |
UPS Sch 1 CITY OF DEFUNIAK SPRINGS
RUNWAY 9-27 EXTENSION
BID FORM - BASE BID
ITEM SPEC. ESTIMATED UNIT BID
NO. NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT
ELECTRICAL JUNCTION STRUCTURE, L-867 CLASS
33 L-115-5.1 EA 6
1, SIZE 16-INCH BY 24-INCH DEPTH
2-UNIT JUNCTION CAN PLAZA USING L-867 CLASS 1,
34 L-115-5.2 EA 14
SIZE 16-INCH BY 24-INCH DEPTH
3-UNIT JUNCTION CAN PLAZA USING L-867 CLASS 1,
35 L-115-5.3 EA 4
SIZE 16-INCH BY 24-INCH DEPTH
L-861(L) BASE MOUNTED RUNWAY EDGE LIGHT,
36 L-125-5.1 EA 40
INSTALLED
L-861E(L) BASE MOUNTED RUNWAY
37 L-125-5.2 EA 22
END/THRESHOLD LIGHT, INSTALLED
L-861T(L) BASE MOUNTED TAXIWAY EDGE LIGHT,
38 L-125-5.3 EA 34
INSTALLED
L-861T STAKE MOUNTED TAXIWAY EDGE LIGHT,
39 L-125-5.4 EA 17
INSTALLED
L-858(L) BASE MOUNTED, 3-MODULE GUIDANCE
40 L-125-5.5 EA 3
SIGN, INSTALLED
L-849A(L) RUNWAY END IDENTIFICATION LIGHTS
41 L-125-5.6 LS 1
SYSTEM, INSTALLED ON RUNWAY 9
L-849A(L) RUNWAY END IDENTIFICATION LIGHTS
42 L-125-5.7 LS 1
SYSTEM, INSTALLED ON RUNWAY 27
L-881(L) PRECISION APPROACH PATH INDICATOR
43 L-125-5.8 LS 1
SYSTEM, INSTALLED ON RUNWAY 9
L-881(L) PRECISION APPROACH PATH INDICATOR
44 L-125-5.9 LS 1
SYSTEM, INSTALLED ON RUNWAY 27
45 SS-110-4.4 EXCAVATION AND EMBANKMENT (ROADWAY) CYD 800
46 SS-110-4.5 12-INCH LBR 40 STABILIZED SUBGRADE SY 7,850
6-INCH OPTIONAL BASE COURSE (LIMEROCK OR
47 SS-110-4.7 SY 7,290
RCA)
2-INCH BITUMINIOUS SURFACE COURSE (FDOT
48 SS-110-4.12 TON 770
TYPE SP-12.5)
00 41 00 BID FORM RFP 2026-01-AP
Addendum No. 3 PAGE 3 OF 13 Garver Project No. 2300226
| 49 | SS-110-4.12a | 18-INCH CLASS III RCP | LF | 20 | ||
|---|---|---|---|---|---|---|
| 50 | SS-110-4.12b | 18-INCH FDOT MITERED END SECTION | EA | 2 | ||
| 51 | SS-110-4.14a | SODDING | SY | 34,540.0 | ||
| 52 | SS-110-4.14b | SEEDING | AC | 32.7 | ||
| 53 | SS-110-4.15 | ROADWAY SIGN (COMPLETE, INCLUDING POST AND FOUNDATION) | EA | 8 | ||
| 54 | SS-110-4.16 | RAISED PAVEMENT MARKER | EA | 190 | ||
| 55 | SS-110-4.17 | PAINTED PAVEMENT MARKINGS (ROADWAY) | SF | 5,000 | ||
| 56 | SS-120-10.1 | CONSTRUCTION SAFETY AND SECURITY | LS | 1 | ||
| 57 | SS-300-5.1 | ELECTRICAL VAULT MODIFICATIONS | LS | 1 | ||
| 58 | SS-300-5.2 | EXISTING LIGHTING REGULATOR, REMOVED | EA | 2 | ||
| 59 | SS-300-5.3 | L-829, 15 kW, LIGHTING REGULATOR, INSTALLED | EA | 1.0 | ||
| 60 | SS-300-5.4 | L-829, 5 kW, LIGHTING REGULATOR, INSTALLED | EA | 1 | ||
| 61 | SS-300-5.5 | L-829, 4 kW, LIGHTING REGULATOR, INSTALLED | EA | 1 | ||
| 62 | SS-301-5.1 | EXISTING ELECTRICAL CONDUIT OR DUCT BANK, CLEARED OF CABLE | LF | 830 | ||
| 63 | SS-301-5.2 | EXISTING STAKE MOUNTED EDGE LIGHT, REMOVED | EA | 108 | ||
| 64 | SS-301-5.3 | EXISTING AIRFIELD GUIDANCE SIGN, REMOVED | EA | 3 | ||
| 65 | SS-301-5.4 | EXISTING L-881 PRECISION APPROACH PATH INDICATOR SYSTEM, REMOVED | EA | 2 |
UPS Sch 1 CITY OF DEFUNIAK SPRINGS
RUNWAY 9-27 EXTENSION
BID FORM - BASE BID
ITEM SPEC. ESTIMATED UNIT BID
NO. NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT
49 SS-110-4.12a 18-INCH CLASS III RCP LF 20
50 SS-110-4.12b 18-INCH FDOT MITERED END SECTION EA 2
51 SS-110-4.14a SODDING SY 34,540.0
52 SS-110-4.14b SEEDING AC 32.7
ROADWAY SIGN (COMPLETE, INCLUDING POST
53 SS-110-4.15 EA 8
AND FOUNDATION)
54 SS-110-4.16 RAISED PAVEMENT MARKER EA 190
55 SS-110-4.17 PAINTED PAVEMENT MARKINGS (ROADWAY) SF 5,000
56 SS-120-10.1 CONSTRUCTION SAFETY AND SECURITY LS 1
57 SS-300-5.1 ELECTRICAL VAULT MODIFICATIONS LS 1
58 SS-300-5.2 EXISTING LIGHTING REGULATOR, REMOVED EA 2
59 SS-300-5.3 L-829, 15 kW, LIGHTING REGULATOR, INSTALLED EA 1.0
60 SS-300-5.4 L-829, 5 kW, LIGHTING REGULATOR, INSTALLED EA 1
61 SS-300-5.5 L-829, 4 kW, LIGHTING REGULATOR, INSTALLED EA 1
EXISTING ELECTRICAL CONDUIT OR DUCT BANK,
62 SS-301-5.1 LF 830
CLEARED OF CABLE
EXISTING STAKE MOUNTED EDGE LIGHT,
63 SS-301-5.2 EA 108
REMOVED
64 SS-301-5.3 EXISTING AIRFIELD GUIDANCE SIGN, REMOVED EA 3
EXISTING L-881 PRECISION APPROACH PATH
65 SS-301-5.4 EA 2
INDICATOR SYSTEM, REMOVED
00 41 00 BID FORM RFP 2026-01-AP
Addendum No. 3 PAGE 4 OF 13 Garver Project No. 2300226
| 66 | SS-301-5.5 | EXISTING SIGN PANEL, REMOVED FROM SIGN AND RELCOATED TO NEW SIGN | EA | 8 | ||
|---|---|---|---|---|---|---|
| 67 | SS-305-5.1 | DIRECTIONAL BORING, 1-WAY 2-INCH C POLYETHYLENE CONDUIT | LF | 80 | ||
| 68 | SS-305-5.2 | DIRECTIONAL BORING, 2-WAY 2-INCH C POLYETHYLENE CONDUITS | LF | 685 | ||
| 69 | SS-305-5.3 | DIRECTIONAL BORING, 3-WAY 2-INCH C POLYETHYLENE CONDUITS | LF | 260 | ||
| 70 | SS-310-5.1 | PAPI, REIL, AND MIRL FLIGHT CHECK MOBILIZATION | LS | 1 | ||
| 71 | SS-310-5.2 | TEMPORARY AIRFIELD LIGHTING | LS | 1 |
UPS Sch 1 CITY OF DEFUNIAK SPRINGS
RUNWAY 9-27 EXTENSION
BID FORM - BASE BID
ITEM SPEC. ESTIMATED UNIT BID
NO. NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT
EXISTING SIGN PANEL, REMOVED FROM SIGN AND
66 SS-301-5.5 EA 8
RELCOATED TO NEW SIGN
DIRECTIONAL BORING, 1-WAY 2-INCH C
67 SS-305-5.1 LF 80
POLYETHYLENE CONDUIT
DIRECTIONAL BORING, 2-WAY 2-INCH C
68 SS-305-5.2 LF 685
POLYETHYLENE CONDUITS
DIRECTIONAL BORING, 3-WAY 2-INCH C
69 SS-305-5.3 LF 260
POLYETHYLENE CONDUITS
70 SS-310-5.1 PAPI, REIL, AND MIRL FLIGHT CHECK MOBILIZATION LS 1
71 SS-310-5.2 TEMPORARY AIRFIELD LIGHTING LS 1
TOTAL BID - BASE BID
00 41 00 BID FORM RFP 2026-01-AP
Addendum No. 3 PAGE 5 OF 13 Garver Project No. 2300226
| 1 | C-100-14.1 | CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) | LS | 1 | ||
|---|---|---|---|---|---|---|
| 2 | C-102-5.1 | TEMPORARY EROSION CONTROL | LS | 1 | ||
| 3 | C-105-6.1 | MOBILIZATION (MAXIMUM 10% OF TOTAL BID) | LS | 1 | ||
| 4 | P-101-5.1b | FULL-DEPTH AIRFIELD ASPHALT PAVEMENT REMOVAL | SY | (340) | ||
| 5 | P-152-4.1 | UNCLASSIFIED EXCAVATION | CYD | 2,400 | ||
| 6 | P-152-4.2 | UNSUITABLE EXCAVATION | CYD | 108 | ||
| 7 | P-211-5.1 | 6-INCH LIME ROCK BASE COURSE | SY | 5,620 | ||
| 8 | P-403-8.1 | 3-INCH ASPHALT MIXTURE SURFACE COURSE | TON | 1,000 | ||
| 9 | P-620-5.2a | PERMANENT REFLECTIVE MARKINGS | SF | 1,600 | ||
| 10 | P-620-5.2b | PERMANENT NON-REFLECTIVE MARKINGS | SF | 700 | ||
| 11 | P-620-5.3 | TEMPORARY NON-REFLECTIVE MARKINGS | SF | 1,600 | ||
| 12 | L-108-5.2 | NO. 8 AWG, 5 kV, L-824, TYPE C CABLE, INSTALLED IN TRENCH, DUCT BANK, OR CONDUIT | LF | 3,600 | ||
| 13 | L-108-5.3 | NO. 2 AWG, SOLID, BARE COPPER COUNTERPOISE WIRE, INSTALLED IN TRENCH, ABOVE THE DUCT BANK OR CONDUIT, INCLUDING CONNECTIONS/TERMINATIONS | LF | 2,700 | ||
| 14 | L-110-5.1 | NON-ENCASED ELECTRICAL DUCT BANK, 1- WAY 2-INCH, 24-INCH MINIMUM COVER | LF | 900 |
UPS Sch 2 CITY OF DEFUNIAK SPRINGS
RUNWAY 9-27 EXTENSION
BID FORM - ADDITIVE ALTERNATE 1
ITEM SPEC. ESTIMATED UNIT BID
NO. NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT
CONTRACTOR QUALITY CONTROL PROGRAM
1 C-100-14.1 LS 1
(CQCP)
2 C-102-5.1 TEMPORARY EROSION CONTROL LS 1
3 C-105-6.1 MOBILIZATION (MAXIMUM 10% OF TOTAL BID) LS 1
FULL-DEPTH AIRFIELD ASPHALT PAVEMENT
4 P-101-5.1b SY (340)
REMOVAL
5 P-152-4.1 UNCLASSIFIED EXCAVATION CYD 2,400
6 P-152-4.2 UNSUITABLE EXCAVATION CYD 108
7 P-211-5.1 6-INCH LIME ROCK BASE COURSE SY 5,620
8 P-403-8.1 3-INCH ASPHALT MIXTURE SURFACE COURSE TON 1,000
9 P-620-5.2a PERMANENT REFLECTIVE MARKINGS SF 1,600
10 P-620-5.2b PERMANENT NON-REFLECTIVE MARKINGS SF 700
11 P-620-5.3 TEMPORARY NON-REFLECTIVE MARKINGS SF 1,600
NO. 8 AWG, 5 kV, L-824, TYPE C CABLE,
12 L-108-5.2 INSTALLED IN TRENCH, DUCT BANK, OR LF 3,600
CONDUIT
NO. 2 AWG, SOLID, BARE COPPER
COUNTERPOISE WIRE, INSTALLED IN TRENCH,
13 L-108-5.3 LF 2,700
ABOVE THE DUCT BANK OR CONDUIT,
INCLUDING CONNECTIONS/TERMINATIONS
NON-ENCASED ELECTRICAL DUCT BANK, 1-
14 L-110-5.1 LF 900
WAY 2-INCH, 24-INCH MINIMUM COVER
00 41 00 BID FORM RFP 2026-01-AP
Addendum No. 3 PAGE 6 OF 13 Garver Project No. 2300226
| 15 | L-110-5.5 | NON-ENCASED ELECTRICAL CONDUIT, 1-WAY 2-INCH | LF | 1,800 | ||
|---|---|---|---|---|---|---|
| 16 | L-115-5.1 | ELECTRICAL JUNCTION STRUCTURE, L-867 CLASS 1, SIZE 16-INCH BY 24-INCH DEPTH | EA | 1 | ||
| 17 | L-125-5.1 | L-861(L) BASE MOUNTED RUNWAY EDGE LIGHT, INSTALLED | EA | 10 | ||
| 18 | L-125-5.3 | L-861T(L) BASE MOUNTED TAXIWAY EDGE LIGHT, INSTALLED | EA | 5 | ||
| 19 | SS-110-4.14a | SODDING | SY | 1,600 | ||
| 20 | SS-110-4.14b | SEEDING | AC | 0.4 | ||
| 21 | SS-120-10.1 | CONSTRUCTION SAFETY AND SECURITY | LS | 1 | ||
| 22 | SS-310-5.2 | TEMPORARY AIRFIELD LIGHTING | LS | 1 |
UPS Sch 2 CITY OF DEFUNIAK SPRINGS
RUNWAY 9-27 EXTENSION
BID FORM - ADDITIVE ALTERNATE 1
ITEM SPEC. ESTIMATED UNIT BID
NO. NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT
NON-ENCASED ELECTRICAL CONDUIT, 1-WAY
15 L-110-5.5 LF 1,800
2-INCH
ELECTRICAL JUNCTION STRUCTURE, L-867
16 L-115-5.1 EA 1
CLASS 1, SIZE 16-INCH BY 24-INCH DEPTH
L-861(L) BASE MOUNTED RUNWAY EDGE
17 L-125-5.1 EA 10
LIGHT, INSTALLED
L-861T(L) BASE MOUNTED TAXIWAY EDGE
18 L-125-5.3 EA 5
LIGHT, INSTALLED
19 SS-110-4.14a SODDING SY 1,600
20 SS-110-4.14b SEEDING AC 0.4
21 SS-120-10.1 CONSTRUCTION SAFETY AND SECURITY LS 1
22 SS-310-5.2 TEMPORARY AIRFIELD LIGHTING LS 1
TOTAL BID - ADDITIVE ALTERNATE 1
00 41 00 BID FORM RFP 2026-01-AP
Addendum No. 3 PAGE 7 OF 13 Garver Project No. 2300226
| 1 | C-100-14.1 | CONTRACTOR QUALITY CONTROL PROGRAM (CQCP) | LS | 1 | ||
|---|---|---|---|---|---|---|
| 2 | C-102-5.1 | TEMPORARY EROSION CONTROL | LS | 1 | ||
| 3 | C-105-6.1 | MOBILIZATION (MAXIMUM 10% OF TOTAL BID) | LS | 1 | ||
| 4 | P-152-4.1 | UNCLASSIFIED EXCAVATION | CYD | 13,700 | ||
| 5 | P-152-4.2 | UNSUITABLE EXCAVATION | CYD | 620 | ||
| 6 | P-211-5.1 | 6-INCH LIME ROCK BASE COURSE | SY | 5,380 | ||
| 7 | P-403-8.1 | 3-INCH ASPHALT MIXTURE SURFACE COURSE | TON | 900 | ||
| 8 | P-620-5.2a | PERMANENT REFLECTIVE MARKINGS | SF | 1,100 | ||
| 9 | P-620-5.2b | PERMANENT NON-REFLECTIVE MARKINGS | SF | 2,200 | ||
| 10 | P-620-5.3 | TEMPORARY NON-REFLECTIVE MARKINGS | SF | 1,100 | ||
| 11 | L-108-5.2 | NO. 8 AWG, 5 kV, L-824, TYPE C CABLE, INSTALLED IN TRENCH, DUCT BANK, OR CONDUIT | LF | 3,500 | ||
| 12 | L-108-5.3 | NO. 2 AWG, SOLID, BARE COPPER COUNTERPOISE WIRE, INSTALLED IN TRENCH, ABOVE THE DUCT BANK OR CONDUIT, INCLUDING CONNECTIONS/TERMINATIONS | LF | 3,000 | ||
| 13 | L-110-5.5 | NON-ENCASED ELECTRICAL CONDUIT, 1-WAY 2-INCH | LF | 3,000 | ||
| 14 | L-125-5.3 | L-861T(L) BASE MOUNTED TAXIWAY EDGE LIGHT, INSTALLED | EA | 8 |
UPS Sch 3 CITY OF DEFUNIAK SPRINGS
RUNWAY 9-27 EXTENSION
BID FORM - ADDITIVE ALTERNATE 2
ITEM SPEC. ESTIMATED UNIT BID
NO. NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT
CONTRACTOR QUALITY CONTROL PROGRAM
1 C-100-14.1 LS 1
(CQCP)
2 C-102-5.1 TEMPORARY EROSION CONTROL LS 1
3 C-105-6.1 MOBILIZATION (MAXIMUM 10% OF TOTAL BID) LS 1
4 P-152-4.1 UNCLASSIFIED EXCAVATION CYD 13,700
5 P-152-4.2 UNSUITABLE EXCAVATION CYD 620
6 P-211-5.1 6-INCH LIME ROCK BASE COURSE SY 5,380
7 P-403-8.1 3-INCH ASPHALT MIXTURE SURFACE COURSE TON 900
8 P-620-5.2a PERMANENT REFLECTIVE MARKINGS SF 1,100
9 P-620-5.2b PERMANENT NON-REFLECTIVE MARKINGS SF 2,200
10 P-620-5.3 TEMPORARY NON-REFLECTIVE MARKINGS SF 1,100
NO. 8 AWG, 5 kV, L-824, TYPE C CABLE,
11 L-108-5.2 INSTALLED IN TRENCH, DUCT BANK, OR LF 3,500
CONDUIT
NO. 2 AWG, SOLID, BARE COPPER
COUNTERPOISE WIRE, INSTALLED IN TRENCH,
12 L-108-5.3 LF 3,000
ABOVE THE DUCT BANK OR CONDUIT,
INCLUDING CONNECTIONS/TERMINATIONS
NON-ENCASED ELECTRICAL CONDUIT, 1-WAY
13 L-110-5.5 LF 3,000
2-INCH
L-861T(L) BASE MOUNTED TAXIWAY EDGE
14 L-125-5.3 EA 8
LIGHT, INSTALLED
00 41 00 BID FORM RFP 2026-01-AP
Addendum No. 3 PAGE 8 OF 13 Garver Project No. 2300226
| 15 | SS-110-4.14a | SODDING | SY | 1,330 | ||
|---|---|---|---|---|---|---|
| 16 | SS-120-10.1 | CONSTRUCTION SAFETY AND SECURITY | LS | 1 | ||
| 17 | SS-310-5.2 | TEMPORARY AIRFIELD LIGHTING | LS | 1 |
UPS Sch 3 CITY OF DEFUNIAK SPRINGS
RUNWAY 9-27 EXTENSION
BID FORM - ADDITIVE ALTERNATE 2
ITEM SPEC. ESTIMATED UNIT BID
NO. NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT
15 SS-110-4.14a SODDING SY 1,330
16 SS-120-10.1 CONSTRUCTION SAFETY AND SECURITY LS 1
17 SS-310-5.2 TEMPORARY AIRFIELD LIGHTING LS 1
TOTAL BID - ADDITIVE ALTERNATE 2
00 41 00 BID FORM RFP 2026-01-AP
Addendum No. 3 PAGE 9 OF 13 Garver Project No. 2300226
| 1 | C-105-6.1 | MOBILIZATION (MAXIMUM 10% OF TOTAL BID) | LS | 1 | ||
|---|---|---|---|---|---|---|
| 2 | SS-110-4.6 | REWORK EXISTING LIMEROCK BASE | SY | 180 | ||
| 3 | SS-110-4.10 | 2-INCH ASPHALT PAVEMENT MILLING (ROADWAY) | SY | 1,860 | ||
| 4 | SS-110-4.12 | 2-INCH BITUMINIOUS SURFACE COURSE (FDOT TYPE SP-12.5) | TON | 210 | ||
| 5 | SS-110-4.16 | RAISED PAVEMENT MARKER | EA | 50 | ||
| 6 | SS-110-4.17 | PAINTED PAVEMENT MARKINGS (ROADWAY) | SF | 900 |
UPS Sch 4 CITY OF DEFUNIAK SPRINGS
RUNWAY 9-27 EXTENSION
BID FORM - ADDITIVE ALTERNATE 3
ITEM SPEC. ESTIMATED UNIT BID
NO. NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT
1 C-105-6.1 MOBILIZATION (MAXIMUM 10% OF TOTAL BID) LS 1
2 SS-110-4.6 REWORK EXISTING LIMEROCK BASE SY 180
2-INCH ASPHALT PAVEMENT MILLING
3 SS-110-4.10 SY 1,860
(ROADWAY)
2-INCH BITUMINIOUS SURFACE COURSE (FDOT
4 SS-110-4.12 TON 210
TYPE SP-12.5)
5 SS-110-4.16 RAISED PAVEMENT MARKER EA 50
6 SS-110-4.17 PAINTED PAVEMENT MARKINGS (ROADWAY) SF 900
TOTAL BID - ADDITIVE ALTERNATE 3
00 41 00 BID FORM RFP 2026-01-AP
Addendum No. 3 PAGE 10 OF 13 Garver Project No. 2300226
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