2026056 Addendum 1.pdf

INDEX

Bidding Forms

Cover Sheet........................................................................................................................................ Cover

Index ......................................................................................................................................................... A

Notice to Bidders ......................................................................................................................................B

Advertisement for Bid ...............................................................................................................................C

Submittals Requested with Bid .................................................................................................................D

Instructions to Bidders.......................................................................................................ITB-1 to ITB-13

Specifications / Provisions

Special Provisions..................................................................................................................SP-1 to SP-40

Special Provisions [Requests for Information (Contractor RFI’s)] .................................... SP-42 to SP-43

Technical Special Provisions .............................................................................................TSP-1 to TSP-2

Standard Specifications ....................................................................................................................... SS-1

General Provisions............................................................................................................. GP-1 to GP-151

Release / Permits / OSBD Forms

Driveway Construction Release ............................................................................................DE-1 to DE-2

Permits ...............................................................................................................................................PER-1

OSBD Forms .................................................................................................................... SBD-1 to SBD-7

Proposal

Proposal Form.............................................................................................................................. P-1 to P-9

Bid Forms / Requirements / Bid Bond

Palm Beach County Local Preference Ordinance & Cert. of Business Location ................... LP-1 to LP-2

Scrutinized Companies ........................................................................................................................ SC-1

Bid Bond................................................................................................................................BB-1 to BB-2

Certificate of Resolution......................................................................................................................CC-1

Contract Forms / Requirements / Construction Bond

Contract ...................................................................................................................................... C-1 to C-3

Public Construction Bond................................................................................................. PCB-1 to PCB-4

Certification of Sublet Work ..............................................................................................................SW-1

Certificate of Insurance.........................................................................................................................CI-1

Construction Coordination Forms ....................................................................... CONST-1 to CONST-11

A-A

Hknight Highlight

Hknight Highlight pbirkett Highlight

SP-41

August 18, 2026 at 8:51 a.m.

Johnson-Davis Inc.

jamsler@johnsondavis.com>

QUESTION: In reviewing the Pay Item Worksheet for the Drainage Improvements/Repairs and

Minor Continuing Services Construction Contract, would the County please consider adding Bid

Items for the following work: HDPE Pipe Culvert – 15" (Class I), HDPE Pipe Culvert – 15" (Class

SPECIAL PROVISIONS

RESPONSE TO CONTRACTORS REQUESTS FOR INFORMATION

August 25, 2026

Puris Corp-Inliner Solutions mark.cassineri@puriscorp.com

QUESTION: Please provide previous bid tabulations.

RESPONSE: This information can be obtained by submitting a public records request to ENG-ActionCenter@pbc.gov.

QUESTION: Please provide a copy of the current plan holders list.

RESPONSE: There is not a plan holders list.

QUESTION: Will there be an SBE contractor vendor list to work off of?

RESPONSE: The County’s Vendor Directory is posted online at https://pbc.gov/pbcvendors.

QUESTION: Will the Owner provide a disposal site for pipe cleaning debris at no cost to the

Contractor?

RESPONSE: No.

QUESTION: Will the Contractor be allowed to increase pricing from year 1 to subsequent years?

RESPONSE: No.

QUESTION: Does the Owner intend to award this contractor to a single or multiple Contractors?

RESPONSE: Multiple.

QUESTION: Will “Storm Sewer Cleaning” bid items be paid separately, or if the associated cleaning required for the “Pipe Liner CIP” work is considered incidental to and included in the

“Pipe Liner CIP” bid items?

RESPONSE: For the "Pipe Liner CIP" work, pipe cleaning is incidental and included in that pay item..

mailto:mark.cassineri@puriscorp.com https://pbc.gov/pbcvendors mailto:jamsler@johnsondavis.com

SP-42

II), HDPE Pipe Culvert – 30" (Class I), HDPE Pipe Culvert – 30" (Class II), Removal of Existing

Pipe – various sizes, Connection to Existing Drainage Structures – various pipe sizes, Maintenance of Traffic – Lump Sum, and Mobilization – Lump Sum.

RESPONSE: See SP-14 and updated P-pages.

August 21, 2026 at 8:52 a.m.

Insituform Technologies, LLC ebennett@azuria.com

QUESTION: The following parameters significantly impact liner thickness and bid pricing.

Please confirm: Fully deteriorated or partially deteriorated design basis, Groundwater level used for liner design, Soil load assumptions, Live load assumptions, and Safety factors required.

RESPONSE: The parameters for these items will be per FDOT sections 431 and 948.

QUESTION: The specifications indicate storm sewer cleaning may be directed by the Engineer under separate pay items. Please confirm whether pre-lining cleaning required for CIPP installation will be compensated separately or is incidental to the CIPP bid items.

RESPONSE: These will be incidental to the pay items. See previous response.

QUESTION: Please clarify whether point repairs, protruding tap removal, offset correction, root removal, or obstruction removal are included in the CIPP scope or will be paid separately. These items can materially affect productivity and risk.

RESPONSE: Paid separately.

QUESTION: Please identify required post-installation testing and sampling requirements, including: Coupon testing, Thickness verification, Flexural modulus, Flexural strength, and Leak testing.

RESPONSE: Thickness verification per onsite assigned inspector.

QUESTION: Equipment and mobilization costs vary significantly. Please confirm acceptable curing methods: Hot water, Steam, UV light?

RESPONSE: Curing means and methods are at the contractors discretion but must meet

FDOT standards and specification requirements.

QUESTION: Please identify any known access restrictions, MOT limitations, work hour restrictions, residential notification requirements, or roadway closure limitations affecting the

CIPP work.

RESPONSE: MOT beyond normal scope will be addressed per the contract. Work hours shall meet contract requirements. Notifications will be done by department.

mailto:ebennett@azuria.com

SP-43

QUESTION: The specifications contain pay items for storm sewer pumping and cleaning;

however, it is unclear whether bypass pumping associated with CIPP installation is included in the

CIPP bid items or paid separately. Please clarify.

RESPONSE: Bypass pumping will be paid separately on an as needed basis at a negotiated price.

TECHNICAL SPECIAL PROVISIONS

TSP-1

OVERVIEW

The purpose and intent of this bid is to establish a Drainage/Repair and Minor Construction

Continuing Services Contract to include maintenance of traffic, hauling and disposal and all equipment, material, labor, etc., as needed to complete Work Orders for construction of bid items.

Work Orders are likely to include construction and/or maintenance and repair of drainage systems including, miscellaneous concrete works and other minor construction projects required by various

County Departments on an as needed basis.

All work will be done according to the Florida Department of Transportation Standard

Specifications for Road and Bridge Construction, as amended herein by Palm Beach County, as well as all other applicable FDOT, County and contract standards.

The Contractor should fully understand that the Board of County Commissioners does not, hereunder, contract to do any specific amount of work during the contract period.

The locations for the construction projects on which the material will be used will vary, and may be at any point within the boundaries of Palm Beach County. The Contractor will not be expected to operate his equipment or personnel beyond the limits of Palm Beach County under this contract.

The Contractor is advised that all non-contiguous work sites within the same park, subdivision and/or intersection, where individual work locations are separated by no more than 1000', or as directed by the Engineer, shall be considered one job-site. User Divisions/Departments are responsible for issuing a single work order for projects meeting the above conditions and the

Contractor shall honor unit prices based upon the total work required.

DEFINITIONS

WEST DISTRICT: All areas of Palm Beach County west of 20 Mile Bend (Belle Glade)

EAST DISTRICT: All areas of Palm Beach County east of 20 Mile Bend

INSPECTIONS

The Director of the Road & Bridge Division, from time to time, may appoint representatives to inspect equipment used under this contract, observe personnel employed, and the general performance of the Contract. The representatives will not be authorized to revoke, alter, enlarge or relax the conditions of these specifications, approve or accept any portion of the completed work, issue instructions contrary to authority, reject defective equipment, report on inept personnel, nor suspend any work.

TECHNICAL SPECIAL PROVISIONS

TSP-2

CONTROL OF WORK

METHOD OF MEASUREMENT

The Method of Measurement for the various items associated with the project shall be in accordance with the units indicated in the proposal.

A-2000 POLYVINYL CHLORIDE (PVC) PIPE (12 TO 48 INCHES)*

A-2000 PVC pipe has been reviewed and found acceptable for use on Palm Beach County roadway construction projects. Installation shall be in accordance with manufacturer’s recommendations, FDOT Standard Specification 125 (Excavation for Structures and Pipe), 430 (Pipe Culverts and

Storm Sewers) and 948 (Miscellaneous Type of Pipe), and as amended herein by Palm Beach

County.

* When the pipe type is not specified in the pay items (Proposal pages) the Contractor shall notify the Engineer, in writing, and receive written approval prior to implementation.

PROPOSAL FORM

(COMPANY NAME)

(COMPANY ADDRESS)

(COMPANY CITY & STATE)

(COMPANY ZIP CODE)

CONTACT NAME ____________________________________________________________

PHONE NUMBER

FACSIMILE NUMBER

EMAIL ADDRESS

FEDERAL TAX I.D. # DATE SUBMITTED

FOR THE CONSTRUCTION OF: DRAINAGE IMPROVEMENTS/REPAIRS AND

MINOR CONTINUING SERVICES

CONSTRUCTION CONTRACT

PALM BEACH COUNTY PROJECT NO. 2026056

TO THE BOARD OF COUNTY COMMISSIONERS OF

PALM BEACH COUNTY, FLORIDA:

We, the undersigned (Contractor), hereby declare that no person or persons, firm or corporation, other than the undersigned, are interested in this Proposal as principals, and that this Proposal is made without collusion with any person, firm, or corporation, and that we are not on the

Scrutinized Companies List as stated on page SC-1, and we have carefully and to our full satisfaction examined the Contract Documents, and that we have made a full examination of the location of the proposed Work and the source of supply of Materials, and we hereby agree to furnish and pay for all necessary labor, Equipment, Materials and services, fully understanding that the quantities shown herein are approximate only and that we will fully complete all Work in accordance with the Contract Documents and the requirements under them of the Engineer, within the time limit specified in this Proposal for the following unit prices, to wit:

P-1A

FDOT ITEM

NUMBER

ITEM DESCRIPTION QTY UNITS UNIT PRICE AMOUNT

EMERGENCY RESPONSE ITEMS

1 N/A Emergency Response (< 6 Hours) 10 EA

2 N/A Emergency Response (6 Hours to 24 Hours) 20 EA

3 N/A Emergency Response (24 Hours to 72 Hours) 30 EA

SUBTOTAL (EMERGENCY RESPONSE)

ROADWAY ITEMS

4 110-1 Remove Existing Asphalt (Full Depth) (See Notes) 20,000 SY

5 120-1 Regular Excavation 10,000 CY

6 120-1 Shallow Excavation (Depth < 4 FT) 3,000 CY

7 120-6 Embankment (Compacted in Place) 2,500 CY

8 N/A Finish Existing Rock Base (Includes Prime Coat) 1,000 SY

9 N/A Finish Grading 20,000 SY

10 160-6 4" Base (Includes Prime Coat) 15,000 SY

11 160-6 6" Base (Includes Prime Coat) 20,000 SY

12 160-6 8" Base (Includes Prime Coat) 5,300 SY

13 285-704 Optional Base Group 4 500 SY

14 285-707 Optional Base Group 7 20,000 SY

15 285-710 Optional Base Group 10 500 SY

16 285-713 Optional Base Group 13 20,000 SY

17 334-1 Asphalt Driveway (1 1/2") (Includes 6" Base) 1,800 SY

18 327-70 Mill Existing Asphalt Pavement 30 1/2 Day

19 N/A Portable Milling Machine 250 HR

20 334-1-13 Superpave Asphaltic Concrete (SP-9.5 Traffic Level

C)

4,000 TN

21 334-1-13 Superpave Asphaltic Concrete (SP-12.5 Traffic Level

C)

4,000 TN

22 337-7-82 Asph. Concrete Friction Course (Traffic C) (1.0") (FC-

9.5) Rubber

4,000 TN

23 526-1-101 Remove Paver Brick 100 SY

24 526-1-101 Reset Paver Brick 100 SY

25 710-11 Traffic Paint (All Widths & Colors) See Notes 500 SF

26 701-1 Thermo Plastic Pavement Marking (all Widths &

Colors) See Notes

500 SF

SUBTOTAL (ROADWAY)

DRAINAGE ITEMS

27 430-94-1 Storm Sewer Cleaning (Exist.) (24" or Less) (See

SP's)

500 LF

28 430-94 Storm Sewer Cleaning (Exist.) (> 24" to 48") (See

SP's)

500 LF

29 N/A Storm Sewer Pumping (Exist. (24" or Less) (See SP's) 500 LF

30 N/A Storm Sewer Pumping (Exist.) (> 24" to 48") (See

SP's)

500 LF

31 N/A Connect pipe to existing drainage structure (24" or

Less)

20 EA

32 N/A Connect pipe to existing drainage structure (> 24" to

36")

20 EA

33 N/A Connect pipe to existing drainage structure (>36" to

48")

20 EA

34 N/A Connect pipe to existing drainage structure (>48" to

72")

20 EA

BID PROPOSAL

DRAINAGE IMPROVEMENTS / REPAIRS AND MINOR

CONSTRUCTION CONTINUING SERVICES CONTRACT

PBC PROJECT #2026056

P-2A

FDOT ITEM

NUMBER

ITEM DESCRIPTION QTY UNITS UNIT PRICE AMOUNT

BID PROPOSAL

DRAINAGE IMPROVEMENTS / REPAIRS AND MINOR

CONSTRUCTION CONTINUING SERVICES CONTRACT

PBC PROJECT #2026056

35 N/A Remove and dispose of existing pipes (24" or Less) 500 LF

36 N/A Remove and dispose of existing pipes (>24" to 36") 500 LF

37 N/A Remove and dispose of existing pipes (>36" to 48") 500 LF

38 N/A Remove and dispose of existing pipes (>48" to 72") 500 LF

39 425-1-311 Inlets (Curb) (Type P-1) (< 10') 20 EA

40 425-1-315 Inlets (Curb) (Type P-1) (Partial - Top Only) 30 EA

41 425-1-321 Inlets (Curb) (Type P-2) (< 10') 20 EA

42 425-1-325 Inlets (Curb) (Type P-2) (Partial - Top Only) 30 EA

43 425-1-351 Inlets (Curb) (Type P-5) (< 10') 20 EA

44 425-1-355 Inlets (Curb) (Type P-5) (Partial - Top Only) 30 EA

45 425-1-361 Inlets (Curb) (Type P-6) (< 10') 20 EA

46 425-1-365 Inlets (Curb) (Type P-6) (Partial - Top Only) 30 EA

47 425-1-521 Inlets (Ditch Bottom) (Type C) 40 EA

48 425-1-541 Inlets (Ditch Bottom) (Type D) 20 EA

49 425-1-910 Inlet (Closed Flume) (Type I) 40 EA

50 425-2-61 Manhole (Type P-8) (< 10') 40 EA

51 425-2-63 Manhole (Type 8) (Partial - Top Only) 20 EA

52 425-4/425-5 Adjust Existing Manhole or Inlet 50 EA

53 425-7 Manhole Cover (Replace) 20 EA

54 425-5 Manhole Cover (Adjust) 40 EA

55 425-5 Manhole Riser (1" to 2") 50 EA

56 425-5 Manhole Ring and Cover (24") (Traffic Rated) 50 EA

57 425-6 Adjust Valve Box 200 EA

58 425-6 Valve Box Cover (Replace) 20 EA

59 425-6 Valve Box Cover (Adjust) 20 EA

60 530-1100 Rip-Rap, Sand-Cement Bags 400 CY

61 530-3-8 Rip-Rap Rubble, Remove Existing and reinstall 50 CY

62 425-10 Yard Drain (Index 282) 10 EA

63 430-174-115 Concrete Pipe Culvert (15" RCP) 500 LF

64 430-174-118 Concrete Pipe Culvert (18" RCP) 1,000 LF

65 430-174-124 Concrete Pipe Culvert (24" RCP) 1,000 LF

66 430-174-130 Concrete Pipe Culvert (30" RCP) 1,000 LF

67 430-174-136 Concrete Pipe Culvert (36" RCP) 1,000 LF

68 430-174-142 Concrete Pipe Culvert (42" RCP) 1,000 LF

69 430-174-148 Concrete Pipe Culvert (48" RCP) 1,000 LF

70 430-174-160 Concrete Pipe Culvert (60" RCP) 1,000 LF

71 430-174-172 Concrete Pipe Culvert (72" RCP) 1,000 LF

72 430-174-115 HDPE Pipe Culvert (15" Class I) 1,000 LF

73 430-174-118 HDPE Pipe Culvert (18" Class I) 1,000 LF

74 430-174-124 HDPE Pipe Culvert (24" Class I) 1,000 LF

75 430-174-130 HDPE Pipe Culvert (30" Class I) 1,000 LF

76 430-174-136 HDPE Pipe Culvert (36" Class I) 1,000 LF

77 430-174-142 HDPE Pipe Culvert (42" Class I) 1,000 LF

78 430-174-148 HDPE Pipe Culvert (48" Class I) 1,000 LF

79 430-174-160 HDPE Pipe Culvert (60" Class I) 1,000 LF

80 430-174-115 A-2000 Pipe Culvert (15"PVC) 500 LF

81 430-174-118 A-2000 Pipe Culvert (18" PVC) 500 LF

82 430-174-124 A-2000 Pipe Culvert (24" PVC) 500 LF

83 430-174-130 A-2000 Pipe Culvert (30" PVC) 500 LF

84 430-982-123 Mitered End Section (Round) (15") 5 EA

P-3A

FDOT ITEM

NUMBER

ITEM DESCRIPTION QTY UNITS UNIT PRICE AMOUNT

BID PROPOSAL

DRAINAGE IMPROVEMENTS / REPAIRS AND MINOR

CONSTRUCTION CONTINUING SERVICES CONTRACT

PBC PROJECT #2026056

85 430-982-125 Mitered End Section (Round) (18") 10 EA

86 430-982-129 Mitered End Section (Round) (24") 10 EA

87 430-982-133 Mitered End Section (Round) (30") 10 EA

88 430-982-138 Mitered End Section (Round) (36") 10 EA

89 430-982-140 Mitered End Section (Round) (42") 10 EA

90 430-174-118 ADS Flared End (18" HDPE) 2 EA

91 430-174-124 ADS Flared End (24" HDPE) 2 EA

92 430-174-130 ADS Flared End (30" HDPE) 2 EA

93 430-174-136 ADS Flared End (36" HDPE) 2 EA

94 430-174-142 ADS Flared End (42" HDPE) 2 EA

95 430-174-148 ADS Flared End (48" HDPE) 2 EA

96 431-111-5 Pipe Liner, Cured in Place, 15" 500 LF

97 431-111-8 Pipe Liner, Cured in Place, 18" 3,000 LF

98 431-1124 Pipe Liner, Cured in Place, 24" 3,000 LF

99 431-1130 Pipe Liner, Cured in Place, 30" 2,000 LF

100 431-1136 Pipe Liner, Cured in Place, 36" 2,000 LF

101 431-1142 Pipe Liner, Cured in Place, 42" 1,000 LF

102 431-1148 Pipe Liner, Cured in Place, 48" 1,000 LF

103 431-1154 Pipe Liner, Cured in Place, 54" 1,000 LF

104 431-1160 Pipe Liner, Cured in Place, 60" 1,000 LF

105 431-1172 Pipe Liner, Cured in Place, 72" 1,000 LF

106 530-3 Rubble Rip-Rap 250 TN

107 530-74 #57 Coarse Aggregate (FDOT) 10 TN

108 430-x Sand Cement Endwall 15 CY

109 430-515-100 Straight Concrete Endwall (15") 5 EA

110 430-518-100 Straight Concrete Endwall (18") 5 EA

111 430-524-100 Straight Concrete Endwall (24") 5 EA

112 430-530-100 Straight Concrete Endwall (30") 5 EA

113 430-536-100 Straight Concrete Endwall (36") 5 EA

114 430-542-100 Straight Concrete Endwall (42") 5 EA

115 430-548-100 Straight Concrete Endwall (48") 5 EA

116 430-560-100 Straight Concrete Endwall (60") 5 EA

117 N/A Dewatering (6" Pump/Wellpoints) 250 ED

SUBTOTAL (DRAINAGE)

CONCRETE ITEMS

118 400-x Misc. Concrete (Includes Reinforcing Steel) 100 CY

119 121-70 Flowable Fill 500 CY

120 432-3-2 Chemical Grout Repair, Pipe, Non-Test, 18" 10 EA

121 432-3-4 Chemical Grout Repair, Pipe, Non-Test, 24" 10 EA

122 432-3-5 Chemical Grout Repair, Pipe, Non-Test, 30" 10 EA

123 432-3-6 Chemical Grout Repair, Pipe, Non-Test, 36" 10 EA

124 432-3-8 Chemical Grout Repair, Pipe, Non-Test, 48" 10 EA

125 433-1 Chemical Grout Repair, Manhole/ Inlet 50 EA

126 520-2-4 Concrete Curb (Type D) (See Notes) 10,000 LF

127 110-4-10 Concrete Curb Type D (Removal) 500 LF

128 520-1-10 Concrete Curb & Gutter (Type F) 20,000 LF

129 110-4-10 Concrete Curb & Gutter Type F (Removal) 11,000 LF

130 520-3 Concrete Valley Gutter 500 LF

131 110-4-10 Concrete Valley Gutter (Removal) 3,000 LF

132 520-2 Concrete Flush Header Curb (PBC Standard) 25 LF

P-4A

FDOT ITEM

NUMBER

ITEM DESCRIPTION QTY UNITS UNIT PRICE AMOUNT

BID PROPOSAL

DRAINAGE IMPROVEMENTS / REPAIRS AND MINOR

CONSTRUCTION CONTINUING SERVICES CONTRACT

PBC PROJECT #2026056

133 110-4-10 Concrete Flush Header Curb (Removal) 500 LF

134 522-1 Concrete Sidewalk (4" Thick) (< 10 SY) 2,000 SY

135 522-1 Concrete Sidewalk (4" Thick) (>10SY) 2,000 SY

136 522-2 Concrete Sidewalk (6" Thick) (Driveway) (< 10 SY) 1,000 SY

137 522-2 Concrete Sidewalk (6" Thick) (Driveway) ( >10 SY) 2,000 SY

138 522-2 Concrete Sidewalk (6" Thick) (Curb Ramps) 15,000 SY

139 527-2 Cast-In-Place Tactile Surface 20,000 SF

140 N/A Pumping or Hand Placement of Concrete (1/2 Day) 5 EA

141 N/A Pumping or Hand Placement of Concrete (1 Day) 5 EA

142 110-4-10 4" Concrete Removal 5,000 SY

143 110-4-10 6" Concrete Removal 5,000 SY

SUBTOTAL (CONCRETE)

LANDSCAPING ITEMS

144 570-1 Seed and Mulch 500 SY

145 570-2 Sodding (To Match Existing) (See Notes) 25,000 SY

SUBTOTAL (LANDSCAPING)

MISCELLANEOUS ITEMS

146 455-35 Temporary or Permanent Steel Sheet Piling 100 SF

147 N/A Premium for Conflict Condition 5 EA

148 N/A Premium to Increase Box Depth to > 10' 5 EA

149 N/A Premium to Increase Box from P to J 5 EA

150 110-7 Mail Boxes (Reset) 150 EA

151 104-11 Floating Turbidity Barrier 500 LF

SUBTOTAL (MISCELLANEOUS)

TOTAL BID

P-5A

FDOT ITEM

NUMBER

ITEM DESCRIPTION QTY UNITS UNIT PRICE AMOUNT

BID PROPOSAL

DRAINAGE IMPROVEMENTS / REPAIRS AND MINOR

CONSTRUCTION CONTINUING SERVICES CONTRACT

PBC PROJECT #2026056

Note # FDOT Item #

1 All

All

2 All

3 All

All drainage and drainage conveyance items.

5 522-x

6 522-2

7 520-

8 520-2-4

9 N/A

10 120-1

11 N/A

12 N/A

13 701-1 & 710-11

14 N/A

15 110-1 & 327-70

16 530-3

17 455-35

18 570-2

PAY ITEM FOOTNOTES

Dewatering (6" Pump/Wellpoints) Well Point equipment up to 150 points complete, include pump and associated jetting equipment. Well Point Equipment shall only be used in the prosecutin of work under this contract as requested by the appointed Palm Beach County Project Supervisor.

THE COUNTY DOES NOT GUARANTEE THE ACCURACY OF THE FORMULAS AND EXTENSIONS USED IN THIS SPREADSHEET.

Concrete Sidewalk Items - These items shall include all materials, labor and equipment.

Concrete Sidewalk (6" Thick) (Curb Ramps) - includes only areas of the ramps and transitions back to level sidewalk.

FDOT Item numbers are for information only.

THE ITEMS AND QUANTITIES ABOVE, SHALL GOVERN OVER THE PLANS.

PAY ITEM FOOTNOTES IN CONSTRUCTION PLANS SHALL ALSO BE INCLUDED IN ITEM UNIT PRICE.

All costs for Survey Layout, Maintenance of Traffic (MOT) and Mobilization shall be considered incidental to, and shall be included in, unit prices for the pay items.

The cost to construct curb pads shall be included in the unit price for each respective curb item.

All costs for Clearing & Grubbing shall be considered incidental to, and shall be included in, unit prices for the pay items.

All items shall include cost to furnish and install unless otherwise noted.

Concrete Curb Type D shall include Athletic Field Backstop Curbing.

Rubble Rip-Rap - Includes finish grading, filter fabric, installation, etc. All labor and materials, including restoration of the area, are incidental to this item.

Temporary or Permanent Steel Sheet Piling - Piling material shall be PZ27 or equal. All work shall be in accordance with FDOT Standard Specifications, Section 455, Structures Foundations. Per square foot price is for Temporary or

Permanent Sheet Piling actually installed and accepted by the County, including all labor, equipment and materials, cutting, splicing, dynamic and static testing, adjustments resulting from testing, removal oftemporary piling and restoration of the area.

Sodding - Pay Item shall include all work necessary to install and establish, including watering and fertilizing to sustain an established turf until final acceptance at no additional cost. Item shall also include the filling, leveling and repairing of any washed or eroded areas, as may be necessary.

Thermoplastic Pavement Marking and Traffic Paint - Includes all labor, equipment, materials, etc. required to furnish and install pavement marking in parking lots and other areas. All items, including parking space markings, lane lines, stop bars. handicapped symbols, directional arrows and messages, in any or all colors, shall be considered incidental to the pay item.

Portable Milling Machine, per hour, includes portable milling machine, all labor for actual milling and clean-up and satisfactory disposal of milled material. Payment shall be based upon actual hours for milling and clean-up. Disposal of milled material shall be considered incidental to per hour rate for Portable Milling Machine.

Remove Existing Asphalt, and Mill Existing Asphalt items - Include all equipment, labor, etc. for removal and disposal of existing asphalt pavement material. Unit Prices shall be based upon a 1" depth of milling. The contract prices will be adjusted in ½" increments for other milling depths.

Excavation includes cutting and capping irrigation lines.

Finish Existing Rock Base - Includes all labor, equipment and baserock material sufficient to level, lightly grade and compact the existing rock base prior to application of prime coat.

Finish Grading - Includes all labor, equipment and materials required for fine grading and shaping of areas disturbed by other operations. Finish Grading does not replace grading and shaping incidental to the items Sodding and Seeding and

Mulching.

As-builts are required for all drainage and drainage conveyance items. All costs for as-builts shall be considered incidental to, and shall be included in, unit prices for the pay items.

P-6A

PROJECT NO. 2026056 TOTAL BID

IN FIGURES

The Contractor acknowledges that Addenda ______ thru ______ have been received and that related costs are reflected in the submitted bid. Contractor has committed to ______% SBE participation as set forth on the Schedule 1 and Schedule 2 that are completed and submitted by

Contractor. Contractor shall comply with said goal if awarded the Contract.

The Contractor hereby certifies and agrees that the following information is correct: In preparing its response to the Solicitation, the Contractor has considered all proposals submitted from qualified, potential Subcontractors and suppliers, and has not engaged in "discrimination" as defined in the County’s Commercial Nondiscrimination Policy as set forth in Resolution R2025-

0748 as amended, to wit: discrimination in the solicitation, selection or commercial treatment of any Subcontractor, vendor, supplier or commercial customer on the basis of race, color, national origin, religion, ancestry, sex, age, marital status, familial status, sexual orientation, disability, or genetic information, or on the basis of any otherwise unlawful use of characteristics regarding the vendor's, supplier's or commercial customer's employees or owners; provided that nothing in this policy shall be construed to prohibit or limit otherwise lawful efforts to remedy the effects of discrimination that have occurred or are occurring in the County’s relevant marketplace of Palm

Beach County. Without limiting the foregoing, "discrimination" also includes retaliating against any person or other entity for reporting any incident of "discrimination." Without limiting any other provision of the solicitation, it is understood and agreed that, if this certification is false, such false certification will constitute grounds for the County to reject the proposal submitted by the

Contractor for this Solicitation, and to terminate any contract awarded based on the response. As part of its proposal, the Contractor shall provide to the County a list of all instances within the immediate past four (4) years where there has been a final adjudicated determination in a legal or administrative proceeding in the State of Florida that the Contractor discriminated against its

Subcontractors, vendors, suppliers or commercial customers, and a description of the status or resolution of that complaint, including any remedial action taken. As a condition of submitting a proposal to the County, the Contractor agrees to comply with the County’s Commercial

Nondiscrimination Policy as described in Resolution R2025-0748, as amended.

The Contractor further agrees to perform all force account Work, as provided for in the General

Provisions, and to execute the Contract and return to the County, along with a Contract Bond and

Certificate of Insurance within fourteen (14) Working Days of the date of the Letter of Intent to

Award and to commence Work with adequate forces and Equipment within fourteen (14) Calendar

Days of the date set forth in the Notice to Proceed and to fully complete all contracted Work under the same in accordance with Contract Documents within the Contract Time.

THE TIMELY COMPLETION OF THIS PROJECT IS CRITICAL TO THE HEALTH, SAFETY

AND WELFARE OF THE TRAVELING PUBLIC. It is the desire of Palm Beach County to expedite the construction and opening to traffic of the project. The Contractor shall be required to work such hours, weekends and/or Holidays to meet the required Contract schedules.

The Contractor shall complete in full all Work under this Contract in accordance with the Special

Provisions. It is further agreed that should the Contractor fail to complete all necessary Work under

P-7A this Contract within the above referenced time; then, due to the criticalness of the timely completion of this project, liquidated damages for failure to meet these provisions shall be in accordance with Section 8 of the General Provisions.

The Contractor further agrees to furnish a sufficient and satisfactory Bond, on the form herein provided, in accordance with Section 3 of the General Provisions.

The Contractor further agrees to bear the full cost of maintaining all Work until the final acceptance, as provided in the Contract Documents.

Accompanying this Proposal is a Proposal Guaranty (Bid Bond) made payable to Palm Beach

County, a Political Subdivision of the State of Florida, in the sum of 5% of amount Bid which is to be forfeited as liquidated damages if, in case this Proposal is accepted, the undersigned should fail to execute the attached Contract under the conditions of this Proposal. Otherwise, the Bid

Bond is to be returned to the Contractor upon the delivery of a satisfactory Contract Bond.

Company Name: Authorized Officer:

(Print)

Address: Signature:

P-8A

CONTRACTOR CERTIFICATION

PALM BEACH COUNTY

ENGINEERING AND PUBLIC WORKS DEPARTMENT

NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES

FROM

ROADWAY CONSTRUCTION SITES

DRAINAGE IMPROVEMENTS / REPAIRS AND MINOR CONSTRUCTION

CONTINUING SERVICES CONTRACT

PALM BEACH COUNTY PROJECT NO. 2023055

“I certify under penalty of law that I understand the terms and conditions of the general National

Pollutant Discharge Elimination System (NPDES) permit that authorizes the storm water discharges associated with industrial activity from the construction site identified as part of this certification.”

Name of Contracting Firm:

By: Date:

Name and Title:

Address or P.O. Box:

City State Zip Code

Telephone:

Area Code Number

P-9A