LN 26-13 Addendum 4.pdf

LN 26-13 Addendum No. 4 October 21, 2026

BOARD OF COUNTY COMMISSIONERS

PALM BEACH COUNTY, FLORIDA

PALM BEACH COUNTY DEPARTMENT OF AIRPORTS

PROJECT NAME: LNA Southside Redevelopment Program Phase 3

PROJECT NUMBER: Department of Airports Project No. LN 26-13

ADDENDUM NUMBER 4

Date of Issue: October 21, 2026

This addendum modifies or interprets the proposal documents by additions, deletions, clarifications, corrections, or other type of modifications. Addenda will become part of the Contract Documents.

Proposers, upon receiving addenda, shall insert same into the Proposal Documents.

It is required that Addendum Number 4 be signed in the Acknowledgement of Receipt below and attached to the Proposal and become part of the Proposal.

Acknowledgement of Receipt of Bidder

ADDENDUM NO. 4

This addendum includes the following:

1. Project Manual:

1. Bid Price Form, Attachment 1 to the Bid Form:

REMOVE Price Form Pages BF-4.1r through BF-4.5r dated October 6, 2026, Addendum No. 2 and REPLACE with Bid Price Form BF-4.1r1 through BF-4.5r1 dated October 21, 2026, Addendum No. 4 (Attached). Remove Bid Item 49, F- 162-5.2 and Bid Item 50, F-162-5.3. Work covered under Section 13700-1 and 13700-4. Add Item No, 110-24, Demo - Existing 48" RCP Pipe. Revised quantity of Bid Item 9, 110-4, Bid Item 57, 1000-1 and Bid Item 117, 260000- 5.35.

2. Technical Specifications:

a. Specification Section 110 Clearing and Grubbing, Sub-

Section 110-12 Basis of Payment: Revise Item 110-22 Unit of Measure FROM Linear Feet (LF) to Each (EA).

b. Specification Section 110 Clearing and Grubbing, Sub- Section 110-12 Basis of Payment: ADD new Item 110-24, Demo Existing 48” RCP Pipe – per linear feet (LF).

c. Specification Item F-162 Chanin-Link Fence, Basis of Payment: REMOVE Payment Item F-162-5.2 and Item F- 162-5.3.

2. Contract Drawings:

1. Sheet G-400, Summary of Quantities: REMOVE Sheet G- 400,Revision 2, dated 10/06/2026 and REPLACE with Sheet G-400, Revision No. 3, dated 10/21/2026 (Attached)(Changes Shown in Red). Removed Items F-162-

5.2 & F-162-5.3; Added New Items 110-24. Revised Item 110-4, 110-22, 1000-1 and 260000-5.35.

2. Sheet C-300, Civil Demolition Plan: REMOVE Sheet C- 300,Revision 2, dated 10/06/2026 and REPLACE with Sheet C-300, Revision No. 3, dated 10/21/2026 (Attached).

Revised plan callouts.

3. Sheet C-301, Civil Demolition Plan: REMOVE Sheet C-301, dated 9/2026 and REPLACE with Sheet C-301, Revision No.

1, dated 10/21/2026 (Attached). Revised plan callouts.

4. Sheet C-600, Civil Details: REMOVE Sheet C-600, dated 9/2026 and REPLACE with Sheet C-600, Revision No. 1, dated 10/21 2/2026 (Attached). Revised Typical Sidewalk Section.

5. Sheet WS-402, Lift Station Section and Details: REMOVE

Sheet WS-402,Revision 1, dated 9/18/2026 and REPLACE with Sheet WS-402, Revision No. 2, dated 10/21/2026 (Attached). Revised Pump Data.

3. Bidders’ Questions:

1. Question: Could you provide the Excel worksheet for the

BID PRICE FORM - ATTACHMENT NO. 1 TO THE BID FORM?

Response: The Excel Spreadsheet version of the Bid Price Form will be issued in the final Addendum scheduled for October 30, 2026.

2. Question: Addendum No. 1 revised WS-101 and WS-102 and the 10" water main quantity, but WS-301 and WS-302 were not reissued. Please provide revised sheets or confirm no changes.?

Response: No Changes are required to Sheets WS-301 and

WS-302.

3. Question: Item 28 (110-23), Beacon Tower Foundation:

Please provide the foundation dimensions or as-builts;

confirm the tower removal “by others” will be complete before this work, who disconnects the beacon power, and the applicable specification section.?

Response: The Existing Tower will be removed, and the electrical service will be disconnected prior to the Construction of LN 26-13. The existing foundation will remain in place. No as-built information for the tower foundation is available; however, it is located in a public area and is available for inspection by all potential bidders.

4. Question: LI-001 is labeled Phase 3 & 4 and LI-101 shows

Phase 3. Please confirm LI-101 governs Item 55 and whether work on the existing irrigation pump is in scope?

Response: Disregard any reference to Phase 4. All work included in this procurement is considered Phase 3. The existing system will need to be removed and would be covered under the clearing and grubbing work item.

5. Question: C-300 Note 2, C-601 and Item 79 call for reinstalling the existing Gate V4 leaves and operators.

Specification 02831 requires new gates, with the existing gates turned over to the Owner; Item 48 provides two new slide gates. Please confirm new versus reused, and the quantity.?

Response: The existing Gate V4 is to be removed and reinstalled at the new location using the existing components as shown on Sheet C-601 and shall be paid under Specification No. 13700-1. See updated Bid Price form attached to this Addendum.

6. Question: C-500 Note 6 and Geotech Report 5.4 require #57 stone, geogrid, geofabric and dewatering for the pond fill, and Geotech 5.3 recommends geogrid under the base in the pond area. Section 1000 provides no payment for these items. Please confirm the pay items, verify Item 58 (210 CY) against the pond footprint, and state any sediment testing or disposal requirements.

Response: a)Item 1000-3, Placement and Compaction and Grading of Backfill Pond and Form Swale, shall be inclusive of furnishing all materials, labor, equipment, tools, and incidentals necessary to complete the item. b) The quantity for Item 1000-1 has been revised. See the revised Bid Price Form attached to this Addendum No. 4.

C) No Sediment testing is required all materials removed and are not designated to be reused into the project shall become the property of the Contractor and legally removed from the Airport property.

7. Question: Spec 01020, paragraph 1.1.B, states the pre-demolition asbestos survey for Buildings 1001 and 950 is attached; however, it is not. Please provide the survey and Risk Management’s approval memo.?

Response: A hazardous material survey of Buildings 1001 and 950 will be conducted prior to the start of construction. The abatement is excluded from this contract and will be performed by the Owner under a separate contract. The lowest responsible responsive bidder may need to provide access to abatement contractor if any hazardous materials are determined.

8. Question: The lift station pump is 10 HP on WS-402 and 12 HP on E-508. Please confirm.?

Response: The Lift Station pump is a 12 HP pump. See revised sheet WS-402 attached to this Addendum No. 4.

9. Question: C-600 shows a 4" sidewalk, while Item 46 and

Spec 522 specify 6". Please confirm.?

Response: The sidewalk shall be 6” thick per Item 522-1.

10. Question: Please identify the pay items for the following removals, which have no corresponding bid item: (a) 32 LF of existing 48" RCP and headwall (D-101 at Str. 13 and C- 300; note D-101 references C-301 in error); (b) two existing concrete walls (C-300); and (c) six existing utility poles (one on C-300, five on C-301). For the utility poles, please confirm whether removal is by FPL or by the Contractor.?

Response: a)A new Pay Item has been added for the demolition of the existing 48” RCP. The removal of the existing headwalls shall be paid under Item 110-11 Demo Endwall. See the revised Bid Price Form attached to this Addendum No. 4. b)The existing concrete walls would be included and paid under Item 110-1, Clearing and Grubbing.

C) The five (5) existing utility poles shown on Sheet C- 301 are to remain in place and protected during construction. The one (1) existing utility pole on sheet C-300 is to be removed and shall be paid under Item 260000-5.35 Removal of existing light pole, base and pull box, complete. Refer to the Electrical Demolition Sheets for additional information. See revised Sheet C-300 and C-301 attached to this Addendum No. 4.

11. Question: We are looking to confirm the manufacturer for the access control and CCTV systems, and if any part numbers are a part of the design. We reviewed the shared folder but were unable to locate a specification sheet for reference. I’ve included a snippet from "TY-401 “Keyed Notes #4” which calls for the control panel to match the existing system. Could you please provide any available manufacturer or specification information for the existing access control and CCTV systems, with possible NVR/Camera manufacturer.

Response: The Access Control System Manufacturer is Genetec. The existing Access Control Controller is Mercury LP1502. The camera manufacturer is Axis. Refer to Specifications 13730 and 13760 in the Contract Documents.

See also, Addendum No. 1.

12. Question: Plan sheet C-300 Civil Demolition Plan shows removal of existing 48” pipe under the entrance to the existing parking lot. There is no pay item for removal of storm drainage. What Pay Item will this removal be paid under?

Response: See response to Question 10 above.

13. Question: Work Hours – Area A – Note #1 for Work Area A on Sheet G-501 states that all construction activities must be performed during non-peak traffic hours. Please specify the permitted work hours and days for Work Area A, including any weekday, weekend, or holiday restrictions.?

Response: The work in Area A would be available during regular working hours, typically Monday to Friday, between 7:00AM to 5:00PM. Any work outside these hours including weekends and holidays and any work inside the Air Operations Area (AOA) would be permitted but would need to be coordinated with the Owner/ Airport operations and the Construction Manager with advance notice.

4. This Addendum includes the following attachments:

1. Price Form Pages BF-4.1r1 through BF-4.5r1 dated October

21, 2026, Addendum No. 4.

2. Sheet G-400, Summary of Quantities, Revision No. 3, dated 10/21/2026.

3. Sheet C-300, Civil Demolition Plan, Revision No. 3, dated 10/21/2026 (Attached).

4. Sheet C-301, Civil Demolition Plan, Revision No. 1, dated 10/21/2026.

5. Sheet C-600, Civil Details, Revision No. 1, dated

10/21/2026.

6. Sheet WS-402, Lift Station Section and Details, Revision

No. 2, dated 10/21/2026.

END OF ADDENDUM 4

Bid Number: LN 26-13 Date: 10/21/2026

Bid Item

Specification No. Description Unit Quantity

Unit Price (Dollars-Cents)

Total Amount (Dollars-Cents)

1 C-100 Contractor Quality Control Program (CQCP) LS 1 -$ -$ 2 C-105 Mobilization (10%) LS 1 -$ -$ 3 102-1 Maintenance of Traffic LS 1 -$ -$ 4 1720 Project Record Documents LS 1 -$ -$ 5 104-1 Temporary Stormwater Pollution Prevention , Erosion and Siltation Control LS 1 -$ -$ 6 110-1 Clearing and Grubbing AC 3.70 -$ -$ 7 110-2 Miscellaneous Site Removals (Signage). EA 10 -$ -$ 8 110-3 Large Tree Removal EA 116 -$ -$ 9 110-4 Existing Monuments and Structures to Protect in Place EA 3 -$ -$

10 110-5 Removal of Benches EA 3 -$ -$ 11 110-6 Demo Concrete Sidewalk SF 2280 -$ -$ 12 110-7 Demo - Security Fence LF 525 -$ -$ 13 110-8 Demo-Building (1001 & 950) SF 3400 -$ -$ 14 110-9 Demo - Pavement (Existing Asphalt and Base) SY 4600 -$ -$ 15 110-10 Demo - Regular Excavation CY 2000 -$ -$ 16 110-11 Demo - Endwall EA 2 -$ -$ 17 110-12 Demo - Curb and Gutter LF 130 -$ -$ 18 110-13 Demo - Type D Curb LF 600 -$ -$ 19 110-14 Demo - Exist. 8" DIP Watermain LF 520 -$ -$ 20 110-15 Demo - Exist. Fire Hydrants EA 2 -$ -$ 21 110-16 Demo - Exist. 8" Sanitary Sewer LF 700 -$ -$ 22 110-17 Demo - Exist. Sanitary Sewer Manhole EA 3 -$ -$ 23 110-18 Demo - Existing Lift Station EA 1 -$ -$ 24 110-19 Demo - Existing Remove Exist.Water Service and Meter Boxes EA 2 -$ -$ 25 110-20 Demo - Existing 6" force Main LF 330 -$ -$ 26 110-21 Demo - Grout Fill and Abandon Exist. 6" Force Main LF 125 -$ -$ 27 110-22 Demo - Exist. Sanitary Sewer Lateral & Cleanouts EA 2 -$ -$ 28 110-23 Demo - Exist. Beacon Tower Foundation EA 1 -$ -$ 29 110-24 Demo - Existing 48" RCP Pipe LF 160 -$ -$ 30 120-1 Regular Excvation (Dry Detention Pond Area) CY 1400 -$ -$ 31 160-1 Stabilization, 12" Type B LBR 40 SY 6130 -$ -$ 32 285-7 Optional Base, Base Group 4 (Limerock) SY 6340 -$ -$

BID PRICE FORM

ATTACHMENT NO. 1 TO THE BID FORM

BASE CONTRACT BID

Federal Front End LNA Southside Redevelopment Program Phase 3 Palm Beach County Park Airport BF-4.1r1 of 4.5

Bid Price Form-rev 010422 Octoner 21, 2026 Addendum No. 4

Item

Specification No. Description Unit Quantity

Unit Price (Dollars-Cents)

Total Amount (Dollars-Cents)

BID PRICE FORM

ATTACHMENT NO. 1 TO THE BID FORM

BASE CONTRACT BID

33 334-1 Superpave Asphalt concrete, TL-C, 2" Thickness TN 700 -$ -$ 34 425-1 FDOT Type D Inlet Index No. 425-052 EA 3 -$ -$ 35 425-2 FDOT Type G Inlet (J-bottom) Index No. 425-053 EA 2 -$ -$ 36 425-3 FDOT Type 7 Manhole (J-bottom) Index No. 425-001 EA 3 -$ -$ 37 430-1 18" RCP (Class-IV) LF 172 -$ -$ 38 430-2 24" RCP (Class-IV) LF 120 -$ -$ 39 430-4 48" RCP (Class-IV) LF 22 -$ -$ 40 430-5 60" RCP (Class-IV) LF 334 -$ -$ 41 430-6 FDOT Straight Concrete Endwall Single 60" Pipe Index. 430 EA 1 -$ -$ 42 443-1 FDOT Exfiltration Trench (24" Perforated Pipe) Index No. 443-001 LF 97 -$ -$ 43 520-1 Concrete Curb, Type D (0520 2 4) LF 2300 -$ -$ 44 520-2 Concrete Curb and Gutter, Type F (0520 1 10) LF 125 -$ -$ 45 520-3 Concrete Wheel Stops EA 75 -$ -$ 46 520-4 Concrete Filled Bollards EA 8 -$ -$ 47 522-1 Concrete Sidewalks and Driveways, 6” Thick SY 275 -$ -$ 48 527-1 Detectable Warnings SF 20 -$ -$ 49 F-162-5.1 7-Ft Galvanized Chain Link Fence with Barbed Wire LF 360 -$ -$ 50 570-1 Performance Turf, Sod SY 2500 -$ -$ 51 580-1 Landscaping (Large Plants) EA 21 -$ -$ 52 580-2 Landscaping (Small Plants, Shrubs) EA 303 -$ -$ 53 580-3 Landscaping (Palms 8') EA 14 -$ -$ 54 590-1 Irrigation system - Conplete LS 1 -$ -$ 55 700-1 Single Column Ground Sign Assembly, F&I Ground Mount, Less than 12 sf EA 14 -$ -$ 56 710-1 Painted Pavement Markings (Final Surface) LS 1 -$ -$ 57 1000-1 Unclassified Excavation of Pond CY 800 -$ -$ 58 1000-3 Placement and Compaction and Grading of Backfill Pond and Form Swale CY 1775 -$ -$ 59 2000-1 6-inch C-900 Water Complete with all Fittings (Bends), Joint Restraints and Appurtenances LF 134 -$ -$

60 2000-2 10-inch C-900 Water Main Restrained Joint Pipe Complete with all Fittings (bends), joint restraints and Appurtenances LF 830 -$ -$

61 2000-4 6-inch Gave Valve EA 4 -$ -$ 62 2000-5 10-inch Plug EA 1 -$ -$

Federal Front End LNA Southside Redevelopment Program Phase 3 Palm Beach County Park Airport BF-4.2r1 of 4.5

Bid Price Form-rev 010422

Item

Specification No. Description Unit Quantity

Unit Price (Dollars-Cents)

Total Amount (Dollars-Cents)

BID PRICE FORM

ATTACHMENT NO. 1 TO THE BID FORM

BASE CONTRACT BID

63 2000-6 10-inch Gate Valve EA 5 -$ -$ 64 2000-7 10-inch x 6-inch Tee - PVC Fittings EA 2 -$ -$ 65 2000-8 10-inch x 10-inch Tee - PVC Fittings EA 4 -$ -$ 66 2000-9 10-inch 90 degree Bend - PVC Fittings EA 2 -$ -$ 67 2000-10 Valve Box EA 9 -$ -$ 68 2000-11 Fire Hydrant Assembly, Complete EA 3 -$ -$ 69 2000-12 Hose Bib EA 3 -$ -$ 70 2000-13 2-inch Water Service and Meter Assembly, Complete EA 3 -$ -$ 71 2100-1 8-inch PVC Gravity Sanitary Sewer (10-12 ft) LF 640 -$ -$ 72 2100-2 6-inch PVC Gravity Laterals, SDR-26 LF 70 -$ -$ 73 2100-3 4-inch Force Main LF 390 -$ -$ 74 2100-4 Manhole Frame and Cover EA 7 -$ -$ 75 2100-5 Sanitary Sewer Manhole EA 8 -$ -$ 76 2100-6 Clean Outs EA 2 -$ -$ 77 2100-7 Sample Points EA 3 -$ -$ 78 2100-8 Provide and Construct Construct New Lift Station, Complete LS 1 -$ -$ 79 13700-1 Electrical Vehicle Gate Accessories with Card Reader (Reuse Existing Equipment), Complete LS 1 -$ -$ 80 13700-2 Extend New Site Fibre to Phase 4 Manhole, Complete LS 1 -$ -$ 81 13700-4 Electrical Pedestrian Gate Accessories with Card Reader, Complete EA 1 -$ -$ 82 13700-5 Modifications to Existing Pedestrian Gate, Complete LS 1 -$ -$ 83 260000-5.1 #10, XHHW, 600V, installed in new and existing conduit, complete in place. LF 1700 -$ -$ 84 260000-5.2 #6, XHHW, 600V, installed in new and existing conduit, complete in place. LF 7500 -$ -$ 85 260000-5.3 #2, XHHW, 600V, installed in new and existing conduit, complete in place. LF 500 -$ -$ 86 260000-5.4 #1, XHHW, 600V, installed in new and existing conduit, complete in place. LF 1050 -$ -$ 87 260000-5.5 #3/0, XHHW, 600V, installed in new and existing conduit, complete in place. LF 2050 -$ -$ 88 260000-5.6 #350KCM, XHHW, 600V, installed in new and existing conduit, complete in place. LF 2600 -$ -$ 89 260000-5.7 #500KCM, XHHW, 600V, installed in new and existing conduit, complete in place. LF 3100 -$ -$ 90 260000-5.8 One 3/4” schedule 40 PVC conduit direct buried in earth, complete in place. LF 75 -$ -$ 91 260000-5.9 One 2” schedule 40 PVC conduit direct buried in earth, complete in place. LF 2350 -$ -$

92 260000-5.10 One 2” schedule 40 PVC concrete encased conduit, sawcut, installed in existing pavement, complete in place. LF 25 -$ -$

Federal Front End LNA Southside Redevelopment Program Phase 3 Palm Beach County Park Airport BF-4.3r1 of 4.5

Bid Price Form-rev 010422

Item

Specification No. Description Unit Quantity

Unit Price (Dollars-Cents)

Total Amount (Dollars-Cents)

BID PRICE FORM

ATTACHMENT NO. 1 TO THE BID FORM

BASE CONTRACT BID

93 260000-5.11 One 2” HDPE/Schedule 40 PVC conduit directional bored 48" deep under existing pavement/earth, complete in place. LF 1150 -$ -$

94 260000-5.12 One 2” with innerduct schedule 40 PVC conduit direct buried in earth, complete in place. LF 250 -$ -$

95 260000-5.13 One 3” schedule 40 PVC conduit direct buried in earth, complete in place. LF 55 -$ -$

96 260000-5.14 One 3” HDPE/Schedule 40 PVC conduit directional bored 48" deep under existing pavement/earth, complete in place. LF 300 -$ -$

97 260000-5.15 One 3.5” schedule 40 PVC conduit direct buried in earth, complete in place. LF 85 -$ -$ 98 260000-5.16 Two 3” schedule 40 PVC conduit direct buried in earth, complete in place. LF 25 -$ -$

99 260000-5.17 Two 3” HDPE/Schedule 40 PVC conduit directional bored 48" deep under existing pavement/earth, complete in place. LF 300 -$ -$

100 260000-5.18 Two 4” schedule 40 PVC conduit direct buried in earth, complete in place. LF 185 -$ -$ 101 260000-5.19 Two 2” and two 4” schedule 40 PVC conduits direct buried in earth, complete in place. LF 265 -$ -$

102 260000-5.20 Two 2” and two 4” schedule 40 PVC concrete encased conduits, sawcut, installed in existing pavement, complete in place. LF 50 -$ -$

103 260000-5.21 Two 2”, two 4” with innerduct and four 4” schedule 40 PVC conduits direct buried in earth, complete in place. LF 475 -$ -$

104 260000-5.22 Three 2” schedule 40 PVC conduits furnished by FP&L and installed by Contractor in earth, complete in place LF 65 -$ -$

105 260000-5.23 Three 2” HDPE/Schedule 40 PVC conduits furnished by FP&L and installed (directional bored) 48" deep under existing pavement/earth by Contractor, complete in place. LF 250 -$ -$

106 260000-5.24 Modification of existing hangar/terminal/building electrical service, complete in place. EA 4 -$ -$ 107 260000-5.25 Modification to existing Security Building electrical distribution system, complete in place. EA 1 -$ -$ 108 260000-5.26 Security gate power and control pedestal, complete in place. EA 1 -$ -$ 109 260000-5.27 New electrical pull box with cover installed in earth. EA 6 -$ -$

110 260000-5.28 Communication concrete manhole, 48" x 48" x 48" internal dimensions with cover installed in earth. EA 1 -$ -$

111 260000-5.29 Sign light fixture installed in earth complete in place. EA 2 -$ -$

112 260000-5.30 Parking lot single light fixture, pole and pull box installed in earth/pavement complete in place. EA 9 -$ -$

Federal Front End LNA Southside Redevelopment Program Phase 3 Palm Beach County Park Airport BF-4.4r1 of 4.5

Bid Price Form-rev 010422

Item

Specification No. Description Unit Quantity

Unit Price (Dollars-Cents)

Total Amount (Dollars-Cents)

BID PRICE FORM

ATTACHMENT NO. 1 TO THE BID FORM

BASE CONTRACT BID

113 260000-5.31 Parking lot double light fixtures, pole and pull box installed in earth/pavement complete in place. EA 3 -$ -$

114 260000-5.32 New DOA electrical service, complete in place. EA 1 -$ -$ 115 260000-5.33 Modify Hangar 807 electrical distribution system, complete in place. EA 1 -$ -$ 116 260000-5.34 New lift station power and control system, complete in place. EA 1 -$ -$ 117 260000-5.35 Removal of existing light pole, base and pull box, complete. EA 8 -$ -$ 118 260000-5.36 Removal of existing DOA concrete manhole and cover, complete. EA 2 -$ -$ 119 260000-5.37 Removal of existing lift station power and control pedestal, complete. EA 1 -$ -$ 120 260000-5.38 Removal of existing gate electrical system, complete. EA 1 -$ -$ 121 260000-5.39 Removal of existing Building 1001 and 950 electrical services, complete. EA 2 -$ -$ 122 260000-5.40 Removal of existing AT&T concrete manhole and cover, complete. EA 1 -$ -$ 123 260000-5.41 Removal of existing Hangar 807 electrical service, complete. EA 1 -$ -$ 124 260000-5.42 Removal of existing DOA electrical service, complete. EA 2 -$ -$ 125 260000-5.43 Removal of existing pull box, complete. EA 1 -$ -$ 126 UTIL-1 FPL Coodination LS 1 -$ -$ 127 UTIL-2 ATT Coodination LS 1 -$ -$ 128 UTIL-3 COMCAST Coordinaton LS 1 -$ -$

This is a (UNIT PRICE) Contract

The Bid includes the work as described in the plan sheets and specifications for the Project project, and shall include all costs to complete the project in accordance with the contract documents.

Name of Bidder/Contractor Signature of Officer

TOTAL BID AMOUNT, BASE BID=

Provide, in the appropriate spaces of the Bid Price Form, the unit price(s) and lump sum prices(s), based on the description indicated for that item, the Total Amount of each item in numerical figures and the Total Amount Bid for the entire work.

Federal Front End LNA Southside Redevelopment Program Phase 3 Palm Beach County Park Airport BF-4.5r1 of 4.5

Bid Price Form-rev 010422