IFB_24_25-07_2nd_St_StreetScape_Impro_Addendum_No._2.pdf

City of Sanford | Finance Department | Purchasing Division 300 N. Park Avenue Suite 236, Sanford, Florida 32771

Phone: 407-688-5028 or 5030 | Fax: 407-688-5021 | Email: purchasing@sanfordfl.gov ADDENDUM

#2 2ND ST. STREETSCAPE IMPROVEMENT

DATE: December 30, 2024

TO: All Bidders/Proposers

FROM: Frank Mascola, Purchasing Coordinator

City of Sanford Purchasing Division

SUBJECT: IFB 24/25-07 2nd St Streetscape Improvement| ADDENDUM #2

This addendum is issued to provide additional information, clarification, corrections, additions, deletions and/or answers to questions concerning the above referenced solicitation. All information provided in this addendum is incorporated into the solicitation document as set forth therein. All other parts of the solicitation have been maintained as originally distributed. This addendum supersedes any verbal and/or other instructions given to any bidder/proposer qualified to respond pursuant to the requirements set forth in the solicitation document.

I. DUE DATE

This Addendum does change the solicitation due date. The solicitation due date is hereby changed from Tuesday, January 7th, 2025 at 2:00 P.M. Local Time to Tuesday, January 14, 2025 at 2:00 P.M. Local Time. The Q & A’s are changed from Tuesday, December 31st, 2024 to Tuesday, January 7, 2025 at 2:00 P.M. Local Time.

II. QUESTIONS AND ANSWERS (Q&A)

The City has received the following question(s) concerning the solicitation:

Q1. What are liquidated damages for this project?

A1. $1,000.00 per calendar day.

Q2. What is the permitting status of this project? Have the drawings released with ITB dated 12/4 been submitted for permitting?

A2. The project is exempt from SJRWDM permitting.

Q3. Section B under 1.18 “Responsiveness Requirements” in instructions to bidder division identifies sections 00430, 00432, 00434, 00436, 00438, 00440 are required to be included in the contractors bid in order to be deemed responsive. Also included in the project manual are sections 00420, 00450, 00452, 00454, 00456, 00458, 00460, 00462, 00510, 00520, 00525, 00530, 00605, 00610, 00615, 00617, 00618, 00625, 00626, 00627, 00640, 00645, 00646, 00647. Are the additional sections include in the project manual required in the contractor’s bid as well or only ones listed under 1.18 “responsiveness requirements”?

A3. Revised Section 1.18 includes list of required forms.

Q4. Line item #20 on the excel sheet shows 14,400 LF of Ribbon curb should be 1,440 LF.

A4. Quantity has been corrected to reflect 1,440 LF. Refer to Plan Revision 1 provided with Addendum

No. 2.

mailto:purchasing@sanfordfl.gov

Phone: 407-688-5028 or 5030 | Fax: 407-688-5021 | Email: purchasing@sanfordfl.gov ADDENDUM

#2 2ND ST. STREETSCAPE IMPROVEMENT

Q5. There is no pay item line for the 24th concrete Band, at the crosswalks shown the detail page 16.

A5. Pay Item Line No. 41- “Concrete, Reinforced, 16 “Thick” added to Plan Rev. No. 1 and Addendum

No. 2.

Q6. There should be excess brick. What do we do with the excess?

A6. All excess reclaimed pavers are to be delivered to the City stockyard upon completion of the project per Pay Item Noted on 110-1-1 on sheet No. 3 of the plans.

Q7. Almost all the existing street brick are damaged in some form, or another can you supply a standard for how bad it has to be to be culled.

A7. Acknowledged. There is a distinction between damaged brick, unsalvageable brick & Reclaimed

Brick. Definitions are provided below.

• Damaged Brick- Brick that exhibits fresh breaks/cracking as resulting from means/methods of removal and/or mishandling.

• Unsalvageable Brick-Historic brick exhibiting hairline cracks (not yet broken through) and/or chips greater than ½”x½” (horizontal) or ¼” (depth) in size which may not feasibly be cut and utilized for trim out of edge lines.

• Reclaimed Brick- All brick recovered, cleaned, and prepared for direct reinstallation.

Q8. Please clarify how many consecutive intersections can be closed at one time and blocks.

A8. Only one intersection and one adjacent block may be closed at one time. Sequence/order of closures is at the secretion of Contractor.

Q9. Is there a lay down yard to store the brick we have to remove prior to reinstallation?

A9. Contractor is responsible for procuring a lay down yard, and security thereof for the duration of the project.

Q10. Please clarify extent of irrigation work to be performed and there is no line item on the bid form.

A10. Pay Item Line No. 42- “Irrigation System- Modify Existing System” has been added to the plans and specifications. Please refer to Plan Rev. No. 1 and Addendum No. 2 documentation.

Q11. Are the waste receptacles to be removed?

A11. Waste receptacles and other similar hardscape items (benches, mailboxes, etc.) are to be removed, stored, and reinstalled.

Q12. Where is the laydown yard anticipated to be?

A12. Contractor is responsible for procuring a lay down yard, and security thereof for the durations of the project.

III. CHANGES, ADDITIONS AND/OR CLARIFICATIONS

1. Bid due date is Tuesday, January 14, 2025 at 2:00 P.M. Local Time.

2. Q & A’s deadline is Tuesday, January 7th 2025 at 2:00 P.M. Local Time.

3. Section 00015 Revised List of Drawing (highlighted areas)

4. Section 00410 Revised with additional line items (see highlighted areas)

a. Line No. 28 (a thru f) and added line-item no. 29

5. Section 01270 Revised Measurement and Payment.

Phone: 407-688-5028 or 5030 | Fax: 407-688-5021 | Email: purchasing@sanfordfl.gov ADDENDUM

#2 2ND ST. STREETSCAPE IMPROVEMENT

a. Section 2.24 Section “A” Contractor is to ensure that all pavers with "Augusta" raised or depressed stamp are to be reinstalled with the stamp on the surface of the roadway (visible).

b. Section 2.28 Landscape-Small Plants (Pay Item Line No.’s 28, 28a-28f)

c. Section 2.29 Landscape-Large Plants (Pay Item Line No. 29)

d. Section 2.41 Concrete, Roadway, Reinforced, 16” Thick.

e. Section 2.42 Irrigation System-Modify Existing System.

6. Revised Plan No. 1. (Bid Add. 2)

IV. SIGN-IN SHEET

Included non-mandatory sign-in sheet December

V. ATTACHMENTS

1. List of Drawings Revised

2. Section 00410 Bid Form Revised

3. 01270 Measurement and Payments Revised

4. Revised Plan No 1 (Bid Add. 2)

5. Updated Required Forms

6. Sign-In Sheet included

Respondents must acknowledge receipt of this Addendum by signing this form below and returning it to the Procurement Division prior to the hour and date specified for receipt of bids/proposals or by including this Addendum with your submittal. Failure to comply may result in disqualification of your response.

Acknowledgment is hereby made of Addendum #2 to IFB 24/25-07 2nd St. Streetscape Improvement.

Name of Firm/Company Contact Email

Street Address City, State, Zip Code

Telephone Number Fax Number

Authorized Person Printed Name Authorized Person Title

Authorized Person Signature Date of Signature

2ND ST. STREETSCAPE IMPROVEMENTS LIST OF DRAWINGS

00015-1

SECTION 00015

LIST OF DRAWINGS

SHEET NO. LATEST DATE DESCRIPTION

1 12/19/2024 COVER SHEET (Rev 1)

2 12/04/2024 SIGNATURE SHEET

3 12/19/2024 SUMMARY OF PAY ITEMS (Rev 1)

4 12/04/2024 TYPICAL SECTION

5 12/04/2024 PROJECT LAYOUT

6 12/04/2024 GENERAL NOTES (1 OF 2)

7 12/04/2024 GENERAL NOTES (2 OF 2)

8 12/04/2024 DEMO SHEET – STA 100+51 to STA 109+00 9 12/04/2024 DEMO SHEET – STA 109+00 to STA 113+62 10 12/04/2024 PLAN & PROFILES – STA 100+51 to STA 103+00 11 12/04/2024 PLAN & PROFILES – STA 103+00 to STA 106+00 12 12/04/2024 PLAN & PROFILES – STA 106+00 to STA 109+00 13 12/04/2024 PLAN & PROFILES – STA 109+00 to STA 112+00 14 12/04/2024 PLAN & PROFILES – STA 112+00 to STA 113+62

15 12/04/2024 GENERAL DETAILS (1 OF 2)

16 12/04/2024 GENERAL DETAILS (2 OF 2)

17 12/04/2024 UTILITY ADJUSTMENT DETAILS

18 12/04/2024 CROSS SECTIONS – STA 100+00 to STA 103+50 19 12/04/2024 CROSS SECTIONS – STA 104+20 to STA 106+50 20 12/04/2024 CROSS SECTIONS – STA 107+00 to STA 109+50 21 12/04/2024 CROSS SECTIONS – STA 110+00 to STA 112+50 22 12/04/2024 CROSS SECTIONS – STA 113+00 to STA 113+55

23 12/04/2024 SWPP NOTES (1 OF 2)

24 12/04/2024 SWPP NOTES (2 OF 2)

25 12/04/2024 SWPP PLAN – STA 100+51 to STA 110+00 26 12/04/2024 SWPP PLAN – STA 110+00 to STA 113+62

S-1 12/04/2024 SIGNING & PAVEMENT MARKING PLAN NOTES

S-2 12/04/2024 S&PM PLAN – STA 100+51 to STA 106+00 S-3 12/04/2024 S&PM PLAN – STA 106+00 to STA 112+00 S-4 12/04/2024 S&PM PLAN – STA 112+00 to STA 113+62

TCP-1 12/04/2024 TRAFFIC CONTROL PLAN NOTES

L-1 12/04/2024 LANDSCAPE PLAN – STA 101+52 to STA 102+56 L-2 12/04/2024 LANDSCAPE PLAN – STA 102+56 to STA 104+58 L-3 12/04/2024 LANDSCAPE PLAN – STA 104+58 to STA 107+45 L-4 12/04/2024 LANDSCAPE PLAN – STA 107+45 to STA 110+44 L-5 12/04/2024 LANDSCAPE PLAN – STA 110+55 to STA 112+47 L-6 12/04/2024 LANDSCAPE PLAN –STA 112+47 to STA 113+62

L-7 12/04/2024 LANDSCAPE PLANT LIST

L-8 12/04/2024 LANDSCAPE DETAILS

L-9 12/04/2024 LANDSCAPE NOTES

L-10 12/04/2024 SIDEWALK DETAIL

2ND ST. STREETSCAPE IMPROVEMENTS LIST OF DRAWINGS

00015-2

E-0 12/04/2024 ELECTRICL NOTES, LEGEND AND ABBREVIATIONS

E-1A 12/04/2024 ELECTRICAL DEMOLITION PLAN (1 OF 3)

E-1B 12/04/2024 ELECTRICAL DEMOLITION PLAN (2 OF 3)

E-1C 12/04/2024 ELECTRICAL DEMOLITION PLAN (3 OF 3)

E-2 12/04/2024 SIGHT LIGHTING & POWER PLAN (1 OF 3)

E-3 12/04/2024 SIGHT LIGHTING & POWER PLAN (2 OF 3)

E-4 12/04/2024 SIGHT LIGHTING & POWER PLAN (3 OF 3)

E-5 12/04/2024 FESTOON LIGHTING PLAN

E-6 12/04/2024 PHOTOMETRIC PLAN

E-7 12/04/2024 ELECTRICAL DETAILS (1 OF 2)

E-8 12/04/2024 ELECTRICAL DETAILS (2 OF 2)

E-9 12/04/2024 ELECTRICAL SCHEDULES & DETAILS (1 OF 2)

E-10 12/04/2024 ELECTRICAL SCHEDULES & DETAILS (2 OF 2)

END OF SECTION

2ND ST. STREETSCAPE IMPROVEMENTS PROPOSAL (BID FORM)

NAME OF BIDDER:

00410-1

SECTION 00410

PROPOSAL (BID FORM)

PART 1 GENERAL

1.01 Description

The following Bid, for the 2nd St. Streetscape Improvements (IFB No. 24/25-07), is hereby made to City of Sanford, hereafter called the Owner. This Bid is submitted by

(1) Name of Project as shown in the Invitation for Bids

(2) Owner

(3) Name, address, and telephone number of Bidder

1.02 The Undersigned:

A. Acknowledges receipt of:

1. Project Manual and Drawings identified within the Project Manual.

2. Addenda: Number Dated Number Dated Number Dated

Number Dated

B. Has examined the site and all Bidding Documents and understands that in submitting his Bid, he waives all right to plead any misunderstanding regarding the same.

C. Agrees:

1. To hold this Bid open for 90 calendar days after the bid opening date.

2. To accept the provisions of the Instructions to Bidders regarding disposition of Bid Security.

3. To enter into and execute a contract with the Owner, if awarded on the basis of this Bid, and to furnish a Performance Bond and a Labor and Material Payment Bond in accordance with the Instructions to Bidders.

4. To accomplish the work in accordance with the Contract Documents.

00410-2

5. To begin work not later than 10 days after the issuance of a Notice to Proceed, unless otherwise provided, and substantially complete the work within 270 calendar days of the date of the Notice to Proceed.

6. To accept the provisions of the Agreement as to liquidated damages in the event of failure to complete the work on time.

1.03 Bid Schedule

The Bidder hereby agrees to perform all work as required by the Contract Documents for the following Unit Prices. All work required to be performed by the Contract Documents is to be included within the following Pay Items, inclusive of furnishing all manpower, equipment, materials and performance of all operations relative to construction of the project. Work for which there is not a Pay Item will be considered incidental to the Contract and no additional compensation will be allowed.

(This area left blank intentionally)

00410-3

1.04 Bid Schedule

P.I.

LINE

NO.

FDOT PAY

ITEM NO. PAY ITEM DESCRIPTION UNIT QUANTITY UNIT

PRICE

TOTAL

PRICE

1 101 1 MOBILIZATION (INCLUDES BONDS & INSURANCE, PROJECT

SIGNS) LS 1

2 DEMOBILIZATION, CLEANUP, RECORD DRAWINGS, PROJECT

CLOSEOUT (INCLUDES MATERIAL & WORKMANSHIP BOND) LS 1

3 PRE-CONSTRUCTION VIDEO LS 1

4 102 1 MAINTENANCE OF TRAFFIC LS 1

5 104 18 EROSION CONTROL LS 1

6 104 18 INLET PROTECTION SYSTEM EA 22

7 110 1 1 CLEARING & GRUBBING AC 1.1148

8 110 4 10 REMOVAL OF EXISTING CONCRETE SY 3,716

9 120 1 REGULAR EXCAVATION CY 783

10 120 6 EMBANKMENT CY 40

11 160 4 TYPE B STABILIZATION SY 8,266

12 285 704 OPTIONAL BASE GROUP 04 RECYCLED CONC. AGGREGATE

LBR 150 (6") SY 3,901

13 285 709 OPTIONAL BASE GROUP 09 RECYCLED CONC. AGGREGATE

LBR 150 (10") SY 3,449

14 350 3 5 PLAIN CEMENT CONCRETE PAVEMENT, 8" SY 900

15 425 4 INLET, ADJUST EA 16

16 425 5 MANHOLE, ADJUST EA 19

17 425 6 VALVE, ADJUST EA 13

18 425 6 1 METER BOXES, ADJUST EA 23

19 520 1 10 CONCRETE CURB & GUTTER, TYPE F LF 3,161

20 520 2 5 CONCRETE CURB, RIBBON LF 1,440

21 522 1 CONCRETE, SIDEWALK, 4" THICK SY 1,984

22 522 2 CONCRETE, DRIVEWAYS/RAMPS, 6" THICK SY 851

23 526 1 1 PAVERS, ARCHITECTURAL, ROADWAY., F&I (MARKING

PAVERS) SY 92

00410-4

P.I.

LINE

NO.

FDOT PAY

ITEM NO. PAY ITEM DESCRIPTION UNIT QUANTITY UNIT

PRICE

TOTAL

PRICE

24 526 1 101 PAVERS, ARCHITECTURAL, REMOVE EXISTING AND

REINSTALL SY 3,357

25 526 1 2 PAVERS, ARCHITECTURAL, SIDEWALK SY 165

26 527 2 DETECTABLE WARNINGS SF 419

27 570 1 2 PERFORMANCE TURF, SOD SY 847

580 1 1 LANDSCAPE COMPLETE- SMALL PLANTS LS 1

28 LEUCOPHYLLUM FRUTESCENS - TEXAS SAGE - 3 GAL., 24"

HT., 16" SPRD. 48" OC EA 13

28a STRELITZIA REGINAE - ORANGE BIRD OF PARADISE - 663

GAL., 12" HT., 12" SPRD., 30" OC EA 172

28b TABERNAEMONTANA DIVARICATA - CAPE JASMINE - 7 GAL., 24" HT., 16" SPRD, 36" OC EA 9

28c CUPHEA HYSSOPIFOLIA - MEXICAN HEATHER - 1 GAL., 7" HT., 14" SPRD., 24" OC EA 211

28d GARDENIA JASMINOIDES 'RADICANS' - RADICAN'S GARDENIA

- 3 GAL., 7" HT., 14" SPRD., 18" OC EA 296

28e IXORA 'PETITE' - ORANGE TAIWAN DWARF IXORA - 3 GAL., 12"

HHT., 12" SPRD., 24" OC EA 500

28f TRACHELOSPERMUN ASIATICUM 'SUMMER SUNSET' -

SUMMER SUNSET JASMINE - 1 GAL., 3" HT., 8" SPRD., 15" OC EA 1,021

580 1 2 LANDSCAPE COMPLETE- LARGE PLANTS EA

29 ELAEOCARPUS DECIPIENS - JAPANESE BLUEBERRY - 65 GAL.,

4" CAL., 7' CLEAR TRUNK, 16' HT., 4' SPRD. EA 11

30 700 1 50 SINGLE POST SIGN, RELOCATE AS 6

31 711 15 101 THERMOPLASTIC, STD - OP, WHITE, SOLID, 6" LF 140

32 ELECTRICAL DEMOLITION LS 1

33 CONDUIT & CONDUCTORS, F&I LS 1

34 EVENT RECEPTACLES, 50-AMP, F&I EA 28

35 635 2 11 PULL & SPLICE BOX, F&I, 13" x 24" COVER SIZE EA 44 36 635 2 11 PULL & SPLICE BOX, F&I, 18" x 30" COVER SIZE EA 6

37 639 1 121 ELECTRICAL POWER SERVICE, F&I, U.G., METER FURNISHED

BY POWER COMPANY AS 1

00410-5

P.I.

LINE

NO.

FDOT PAY

ITEM NO. PAY ITEM DESCRIPTION UNIT QUANTITY UNIT

PRICE

TOTAL

PRICE

38 715 4 2 LIGHT POLE COMPLETE, F&I, DIRECT BURY, CONCRETE, 15'

HT. EA 24

39 715 7 11 LOAD CENTER, F&I, SECONDARY VOLTAGE EA 1

40 715 7 21 LOAD CENTER, REWORK, SECONDARY VOLTAGE EA 2

41 522 0 CONCRETE, REINFORCED, 16" THICK SY 166

42 590 70 5 IRRIGATION SYSTEM- MODIFY EXISTING SYSTEM LS 1

BID SUMMARY

TOTAL BID

00410-6

1.05 Miscellaneous Requirements and Affirmations

A. Proposals (Bids) must be on the Bid Form.

B. I have attached the following required fully executed forms to this Bid:

1. Bid Security complying with the requirements of the Bidding Documents.

2. Security & Public Safety Requirements Affidavit – Section 00425

3. Trench Safety Statement - Section 00430

4. Non-Collusion Affidavit - Section 00432

5. Conflict of Interest Affidavit - Section 00434

6. Florida Public Entity Crimes Affidavit - Section 00436

7. Compliance With the Public Records Law Affidavit - Section 00438

8. Bidder Qualification Affidavit - Section 00440

9. Receipt of Exempt Public Records and Agreement to Safeguard –

Section 00442

10. Certification of Non-Segregated Facilities Form – Section 00450

11. Disputes Disclosure Form – Section 00452

12. Drug Free Workplace Certification – Section 00454

13. Certification Regarding Non-Scrutinized Companies – Section 00455

14. Unauthorized (Illegal) Alien Workers Affidavit – Section 00456

15. E-Verify Compliance Affidavit – Section 00458

16. Americans With Disabilities Act Affidavit – Section 00460

17. Financial Information Form – Section 00462

- Continues on Next Page -

00410-7

1.06 RESPECTFULLY SUBMITTED, signed and sealed this day of

Contractor

By (Signature) Date

Printed Name and Title

Business Address

(CORPORATE SEAL)

City State Zip Code

Telephone No. Facsimile No.

E-Mail Address

ATTEST:

By (Signature) Date

Printed Name and Title

2ND ST. STREETSCAPE IMPROVEMENTS MEASUREMENT AND PAYMENT

01270-1

SECTION 01270

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.01 Description

A. Payment for all Work done in compliance with the Contract Documents, inclusive of furnishing all manpower, equipment, materials, and performance of all operations relative to construction of this project, will be made under Pay Items listed herein. Work for which there is not a Pay Item will be considered incidental to the Contract and no additional compensation will be allowed.

B. The Owner reserves the right to alter the Drawings, modify incidental work as may be necessary, and increase or decrease quantities of work to be performed to accord with such changes, including deduction or cancellation of any one or more of the Pay Items. Changes in the work shall not be considered as a waiver of any conditions of the Contract nor invalidate any provisions thereof. When changes result in changes in quantities of Work to be performed, the Contractor will accept payment according to Contract Unit Prices that appear in the original Contract.

C. Quantities necessary to complete the work as shown on the Drawings or as specified herein shall govern over those shown in the Proposal. The Contractor shall take no advantage of any apparent error or omission in the Drawings or Specifications, and the Engineer shall be permitted to make corrections and interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents.

D. The Engineer will make measurements and determinations as necessary to classify the work within pay items and determine the quantities for pay purposes;

such decisions will be final after 3 days if the Contractor does not submit a written notice as defined in the following paragraph.

E. If the Contractor differs with the Engineer's classification of the Pay Items or determination of quantities of the Pay Items, he must notify the Engineer in writing within 3 days of the time that the Contractor is informed of the Engineer's decision. Otherwise, the Owner will not consider any such difference as a claim for payment.

F. Failure on the part of the Contractor to construct any item to plan or authorized dimensions within the specification tolerances shall result in: reconstruction to acceptable tolerances at no additional cost to the Owner; acceptance at no pay;

or, acceptance at reduced final pay quantity or reduced unit price, all at the discretion of the Engineer.

01270-2

G. Work shall not be considered complete until all testing has been satisfactorily completed and the item of work has demonstrated compliance with plans and specifications.

H. A preliminary monthly application for payment shall be submitted to the

Owner/Engineer for review five (5) days prior to the submittal for approval of the Contractor's monthly payment request.

I. Where FDOT pay item numbers are shown on the bid form, they generally follow

FDOT pay item number formatting; however, they are only provided in order to use them for pay application purposes. FDOT pay item descriptions do not apply;

utilize the descriptions on the bid form and within this section to determine the work associated with each pay item.

PART 2 PAY ITEMS

2.01 Mobilization (Incl. Bonds and Insurance, Project Signs)

A. Work Includes

Preparatory work and operations in mobilizing for beginning Work on the Project, including, but not limited to, those operations necessary for the movement of personnel, equipment, supplies and incidentals to the project site, plus permits, fees, bonds (excluding the Material and Workmanship Bond), and insurance.

Also included are the required project identification signs, temporary utilities/facilities, staging and storage areas, survey and layout, safety equipment and all other items not specifically identified under other bid items which are necessary for the construction, and compliance with administrative and regulatory requirements.

B. Unit of measurement is lump sum.

C. Payment of this item shall be in accordance with the following schedule:

Percent of Original Contract Amount Earned

Allowable Percent of the lump sum Price to be Paid

Payment Appl. No. 1 3-10 (At the discretion of the City based on the cost of the bonds, insurance, and project signs)

5 25 10 50 25 75 50 100*

* Partial payments for any project will be limited to ten (10) percent of the original contract amount for that project. Any remaining amount will be paid upon completion of all work on the project.

01270-3

2.02 Demobilization, Cleanup, Record Drawings, Project Closeout (Incl. Material and Workmanship Bond)

The movement of personnel, equipment, surplus materials from the project site, final site cleanup, cleanup and restoration of staging and storage areas, submittal of Final Record Drawings, providing required closeout documents such as the Material and Workmanship Bond, completion certificates, and manufacturer operation and maintenance instructions.

2.03 Preconstruction Video

Preconstruction documentation via digital recording plus digital color photographs necessary to pick up detail not easily visible or apparent on the DVD.

2.04 Maintenance of Traffic

The construction and maintenance of any necessary detour facilities; the providing of necessary facilities for access to residences and businesses along the project; the furnishing, installation and maintenance of traffic control and safety devices during construction; daily inspections of the traffic control devices (including nighttime inspections); replacement of all equipment and devices found not to be conforming with approved standards during the inspection; the control of dust, and any other special requirements for safe and expeditious movement of traffic as may be called for on the plans. The term “Maintenance of Traffic” shall include all such facilities, devices, and operation as are required for the safety and convenience of the public as well as for minimizing public nuisance; all as required by the FDOT, the Engineer and the Owner. This work shall also consist of the removal of existing pavement markings necessary in order to implement traffic control, temporary signs, and the removal or relocation of existing signs in order to implement traffic control. This item also includes any adjustments necessary to the traffic control devices under emergency conditions.

B. Unit of measurement is lump sum

C. Payment of this item shall be made under the following schedule:

Allowable Percent of the lump sum Price to be Paid

10 10

01270-4

50 50 80 80 90 100

2.05 Erosion and Sediment Control

Preparation and implementation of stormwater pollution prevention control plan, including monitoring, inspecting, and reporting, providing erosion and sediment control measures, preparing and filing EPA NPDES NOI and NOT forms, and providing required contractor certifications. Also includes furnishing and installing hay bales, filter bags, and filter fabric as needed for supplemental inlet protection and to supplement silt fence, including replacement and maintenance needed during construction. In the event temporary staging and storage areas are used, any required erosion and sediment control measures are to be included in this item.

C. Payment of this item shall be made under the following schedule:

Allowable Percent of the Lump Sum Price to be Paid

5 50 10 90 90 100

2.06 Inlet Protection System

Installation and maintenance of inlet protection measure(s) as specified within the Contractor’s prepared stormwater pollution prevention control plan.

B. Unit of measurement is each.

2.07 Clearing and Grubbing

Clearing, grubbing, tree removal, disposal of debris, and tree trimming. Includes all materials, labor and equipment necessary to stockpile, clean, palletize, transport to and from storage, and storing/securing the existing roadway pavers until re-installed in the roadway.

01270-5

2.08 Remove Existing Concrete

Sawcutting, removal and disposal of existing concrete curb and gutters, sidewalk, driveways, crosswalks and other existing concrete pavement as detailed within the demo plans. Includes providing signs for pedestrian control at removed sidewalks and providing temporary pedestrian paths if needed.

B. Unit of measurement is square yard.

2.09 Regular Excavation

Survey, layout, excavation (including surface stripping as necessary). Also includes any examination(s) of the soils within these limits that the Contractor deems necessary to familiarize themselves with the conditions of the soils (depth, extent, character) and assess the conditions under which the Contract Work is to be performed. Includes disposal of unsuitable material or surplus excavated material.

B. Unit of measurement is cubic yards, measured in place. The quantity will be at the plan quantity. Where payment for excavation is to be paid for on a cubic yard basis for the item of excavation, the plan quantities to be paid for will be calculated by the method of average end areas as shown on the plans. The measurement will include only material actually removed below the original ground line, within the lines and grades indicated in the Plans or directed by the Engineer. The length used in the computations will be the station-to-station length actually constructed. The original ground line used in the computations will be as determined prior to excavation, and no allowance will be made for subsidence of material below the surface of the original ground.

2.10 Embankment (Fill Placement)

Survey, layout, furnishing and installing suitable material as necessary for the construction. Work also includes grading, compaction, and testing of suitable fill material. Also includes finish grading (to uniform smooth surface, positive drainage), filling depressions, dressing with suitable topsoil as required, compaction and testing.

B. Unit of measurement is cubic yards, measured in place. The quantity will be at the plan quantity. Where payment for embankment is to be paid for on a cubic yard basis for the item of embankment, the plan quantities to be paid for will be calculated by the method of average end areas as shown on the plans. The measurement will include only material actually placed above the original ground

01270-6 line, within the lines and grades indicated in the Plans or directed by the Engineer. The length used in the computations will be the station-to-station length actually constructed. The original ground line used in the computations will be as determined prior to placing of embankment, and no allowance will be made for subsidence of material below the surface of the original ground.

2.11 12" Stabilized Subgrade (Roadway Brick, Crosswalks, Roadway Marking Pavers, 24" Conc. Bands, Conc. Parking, Driveways, Curbing) and 6" Stabilized Subgrade (Sidewalk and Utility Strip Pavers)

Survey, layout, furnishing and installing, grading, mixing, and compacting stabilized subgrade material. The amount and nature of the stabilizing material to be added shall be determined by the Contractor.

B. Unit of measurement is square yards.

C. Whenever coring or other data indicates that the sub-base thickness is less than called for on the Plans (thicknesses required by the plans shall be considered to be minimum thicknesses), or does not otherwise meet the Specifications, the Contractor will correct the deficiency by replacing the full thickness for a length extending 50' from each end of the deficient area. The Contractor will receive no compensation for any sub-base so removed, for work in removing such sub-base, and will be paid only for accepted sub-base within the allowable limit. Sub-base in excess of the thickness called for on the Plans will be allowed to remain in place and no extra compensation paid to the Contractor, provided the excess thickness does not cause unsatisfactory conditions and is compatible with the adjacent work.

2.12 Optional Base Group 04 Recycled Conc. Aggregate LBR 150 (6”) (Concrete Sidewalk (4” Thick), Concrete Driveways & Ramps (6” Thick) & Utility Strip Brick Pavers)

Survey, layout, furnishing and installing, grading, and compacting the base course material.

C. No separate payment will be made for cement or for bituminous material applied as a curing seal.

D. Whenever coring or other data indicates that the base is less than called for on the Plans (thicknesses required by the plans shall be considered to be minimum thicknesses), or does not otherwise meet the Specifications, the Contractor will correct the deficiency by replacing the full thickness for a length extending 50' from each end of the deficient area. The Contractor will receive no compensation for any base so removed, for work in removing such base, and will be paid only

01270-7 for accepted pavement within the allowable limit. Base in excess of the thickness called for on the Plans will be allowed to remain in place and no extra compensation paid to the Contractor, provided the excess thickness does not cause unsatisfactory conditions and is compatible with the adjacent work.

2.13 Optional Base Group 09 - 10" Soil Cement Base (Roadway Brick, Crosswalk Brick, Roadway Marking Pavers)

Survey, layout, furnishing and installing, grading, and compacting the base course material.

C. No separate payment will be made for cement or for bituminous material applied as a curing seal.

The completed base will be accepted on a LOT to LOT basis. LOTs that have a density less than 97%, or a thickness less than the plan thickness in excess of

0.5 inch [10 mm], will be paid for at reduced rates in accordance with the following schedules.

Density

Percent of Maximum Density, LOT Average Percent Payment

97.0 and higher 100

95.0 to 96.95 90

94.0 to 94.95 50, or remove and replace if directed by Engineer

Thickness (Applicable only when processing is by the central-plant-mixed method)

Deficiency From Plan Thickness LOT Average*

Percent Payment

0.00 - 0.50 inch 100

0.51 - 0.75 inch 90

0.76 - 1.00 inch 80

2.14 Plain Cement Concrete Pavement (8” Thick)

Forming, placing, finishing, and curing new concrete pavement for parking areas and concrete crosswalks. Includes broomed finish, sawcutting joints and inclusion of thickened edge pavement where adjacent to paver sections or as called for in the plans.

01270-8

2.15 Inlet, Adjust

Survey, layout, dewatering, excavation, removal of existing top, adjusting inlet top to a new elevation, accessories, connections, backfilling, compaction, testing, and restoration.

2.16 Manhole, Adjust

Survey, layout, dewatering, excavation, removal of existing top, adjusting manhole top to a new elevation, accessories, connections, backfilling, compaction, testing, and restoration.

2.17 Valve, Adjust

Excavation, dewatering, removal of valve box and lid, adjusting box and lid to the new elevation, connections, accessories, restoration.

2.18 Meter, Adjust

Excavation, dewatering, removal of the meter box and accessories and installing at a new elevation, connections, accessories, restoration.

2.19 Concrete Curb and Gutter, Type ‘F’

Forming, placing, curing, sawcutting joints, testing. Includes all 2’ drop curb adjacent to concrete parking and across pedestrian ramps.

B. Unit of measurement is linear feet.

2.20 Concrete Curb, Ribbon

01270-9

Forming, placing, curing, sawcutting joints, testing. Curb shall be placed in accordance with the plan details.

2.21 Concrete Sidewalk (4” Thick)

Forming, placing, finishing, and curing new concrete sidewalk with broomed finish, sawcutting joints.

2.22 Concrete Driveway (6” Thick)

Forming, placing, finishing, and curing new concrete driveways with broomed finish, sawcutting joints.

2.23 Pavers, Architectural, Roadway, F&I (Marking Pavers)

Furnishing and installing new roadway concrete marking pavers (for stop bars and centerlines) from City approved supplier. Includes furnishing and installing the pavers on a concrete fines bed (and orienting the pavers so lugs are all on the same side when installed), providing sand, sanding of joints with polymeric binder or addition of portland cement mix between the pavers, compacting.

2.24 Pavers, Architectural, Remove Existing and Reinstall (Incl. Conc. Fines Bed, Sanded Joints)

All materials, labor and equipment necessary for the removal of existing brick pavers to accommodate construction, stockpiling & cleaning removed brick, palletization, transportation (if any), replacement of any broken or damaged brick, furnishing and installing a concrete fines bed (and orienting the brick so lugs are all on the same side when installed), reinstallation, providing sand, sanding of joints with polymeric binder or addition of portland cement mix between the

01270-10 pavers, compacting. Existing pavers lost or damaged due to mishandling, carelessness, or other intentional malfeasance during the removal or installation process, as determined by the City, shall be replaced by the Contractor at Contractor expense.

Contractor is to ensure that all pavers with "Augusta" raised or depressed stamp are to be reinstalled with the stamp on the surface of the roadway (visible).

2.25 Pavers, Architectural, Sidewalk, F&I - 8"X8" Utility Strip Pavers (On Sand and 6"

Stabilized Subgrade)

Furnishing and installing new utility strip pavers including furnishing and installing the pavers on a concrete fines bed, providing sand, sanding of joints with polymeric binder or addition of portland cement mix between the pavers, compacting.

2.26 Detectable Warning Mat

Furnishing and installing new detectable warning mat at new concrete ramps.

B. Unit of measurement is square feet.

2.27 Performance Turf, Sod

Soil preparation, furnishing and installing new St. Augustine sod along areas of existing St. Augustine sod impacted by construction as directed by the City, fertilizing, watering, and mowing.

B. Unit of measurement is square yards as directed by the City Should the

Contractor disturb large areas that are, in the opinion of the City, excessive and are a result of construction access and stockpiling that could have been left undisturbed, then the Contractor shall restore (including grassing) these areas at no additional cost to the City. Payment shall be for in-place and accepted (by the City ) sod only. Contract quantity for sod may be reduced as offset by landscape plan quantities/plantings/trees/ground cover items.

C. Unit of measurement is square yard.

01270-11

2.28 Landscape – Small Plants

(Pay Item Line No.’s 28, 28a, 28b, 28c, 28d, 28e & 28f)

Soil preparation, bedding, plants, mulch, staking (where required), watering, fertilizing, maintenance.

B. Unit of measurement is each. Payment will be made in accordance with the type of plants, shrubs, and ground cover as indicated on the Bid Form and within the contract plans and specifications.

2.29 Landscape – Large Plants (Pay Item Line No. 29)

Soil preparation, bedding, trees, mulch, staking (where required), watering, fertilizing, maintenance.

B. Unit of measurement is each. Payment will be made in accordance with the type of trees as indicated on the Bid Form and within the contract plans and specifications.

2.30 Signs (Relocate)

Removal of existing signs, signs posts, and foundations, backfilling voids, reinstallation of signs and posts at new location, installation of new accessories as needed, installation of a new foundation as needed.

2.31 Thermoplastic, STD-OP, White, Solid, 6”

Permanent pavement marking installation along the concrete parking to delineate parking stalls. Shall include contrast pavement markings if/as required by the City.

2.32 Electrical Demolition

01270-12

Removing existing electrical, removal and disposal of existing concrete bases, wires, cable and conduit. Work includes coordination with Florida Power & Light (FPL) and the City.

2.33 Conduit and Conductors, F&I

Open cut or directional bore installation, dewatering, furnishing and installing pipe (conduit) and fittings, pull string, conductors, ground wire, accessories, backfill, compaction, testing. Includes installation of all wire and cable as required, including splices and connections as needed to ensure a fully operational electrical system.

2.34 Event Receptacles, 50-Amp, F&I

Furnishing and installing new receptacles, weatherproof enclosures, concrete base, conduit, wire, accessories.

B. Unit of measurement is each

2.35 Pull & Splice Box, 13" X 24" Cover Size

Furnishing and installing new pull boxes including excavation, installation, connections, conduit and conductors, crushed stone bed, backfilling, compaction, finish grading.

2.36 Pull & Splice Box , F&I, 18" X 30" Cover Size

Furnishing and installing new pull boxes including excavation, installation, connections, conduit and conductors, crushed stone bed, backfilling, compaction, finish grading.

01270-13

2.37 Electrical Power Service, Underground, Meter Furnished By Power Company (Furnish and Install)

Coordination with FPL, furnishing and installing new power service (meter to be supplied by FPL).

B. Unit of measurement is per assembly.

2.38 Light Pole Complete, F&I, Direct Bury, Concrete, 15’ Ht. (Includes GFI Receptacle, Handhole, Light Fixture, & Accessories)

Furnishing and installing new street lights including excavation, dewatering, base preparation, backfilling, grading, leveling, light pole base, light poles, handholes, wires, fuses, cables, grounding, fixtures, receptacles, and accessories as detailed in the electrical plans.

2.39 Load Center, F&I, Secondary Voltage

Base preparation, reinforced concrete pad and sleeves, furnish and install powder coated aluminum enclosure, air vents, fan, electrical panel, box, meter socket, timers, controllers, grounding, conduit, cable, photo cell, surge protection device, receptacles, lights, circuit breakers, fuses, grounding, accessories for a fully functional load center per design.

2.40 Load Center, Rework, Secondary Voltage

Modification of existing load center, connections, provision of accessories as needed for the proposed load center to be fully functional per design.

C. Unit of measurement is each.

2.41 Concrete, Roadway, Reinforced, 16" Thick:

A. Work includes forming, placing, reinforcement, finishing, curing, saw cutting joints, and testing.

B. Measurement: Unit of Measure is square yard

01270-14

C. Payment will be made at the contract unit price per square yard of concrete installed during the pay period at time of pay application.

2.42 Irrigation System – Modify Existing System:

A. Work includes forming, placing, reinforcement, finishing, curing, saw cutting joints, and testing.

B. Measurement: Unit of Measure is square yard

C. Payment will be made at the contract unit price per square yard of concrete installed during the pay period at time of pay application.

PART 3 EXECUTION - Not Used

300 N. Park Avenue 2nd Floor Suite 236 Sanford, Florida 32771

Phone: 407.688.5028 or 5030 | Fax: 407.688.5021 Solicitation Number:

IFB 24/25-07

INVITATION FOR BID (IFB)

ONE (1) TIME PURCHASE

Due Date:

January 14, 2025

TITLE: 2nd STREET STREETSCAPE IMPROVEMENT

Section 00425 Affidavit: Security and Public Safety Requirements, Code of Sanford, Florida:

The CONTRACTOR shall be responsible for the accepted standards, appearance, conduct, and safety of its employees, subcontractors, agents, and any other person caused by the CONTRACTOR to have access to any facility under the authority of the City.

1. The CONTRACTOR under any agreement with the City, shall require all personnel under its cognizance, at all times when performing work in the context of that agreement to wear identification badges which, at a minimum, provides the name of the employee and the CONTRAACTOR.

2. The CONTRACTOR shall, when so required, provide to the CITY a list of employees working on the project which includes a list of employee work days, times and assignments for each employee within forty-eight (48) hours of the request for such information. This information, when requested by the CITY, shall be provided prior to the employees of the CONTRACTOR entering the CITY's premises.

3. The CONTRACTOR shall comply with Section 2-67 of the Sanford City Code as it relates to security screenings of private contractors, subcontractors and employees of private contractors. The CONTRACTOR shall cause each person designated or found by the City to be functioning in a position and/or location critical to the security and/or public safety of the CITY to undergo the following inquiries and procedures conducted by the City of Sanford:

a. Fingerprinting in accordance with the CITY’s Procurement procedures,

b. Submission of the fingerprints to the Florida Department of Law Enforcement for state criminal history evaluation, and

c. Submission of the fingerprints to the Federal Bureau of Investigation for a national criminal history evaluation.

Such confidential information shall be used by the CITY to determine a person’s eligibility to function in such critical employment position(s) as described. Additionally, the CITY may request and the CONTRACTOR shall provide the name, address and social security number and licenses (driver’s, commercial drivers license or CDL, or other operator’s license) for employees of the CONTRACTOR that may work on the CITY's premises in positions found by the City to be critical to the security and/or public safety of the CITY by reason of access to any publicly owned or operated facility. The CONTRACTOR shall release such information upon approval of the employees. If an employee refuses to authorize the release of their address, social security number and/or licenses they shall not be allowed to work or continue to work in such critical positions.

Signature of Affiant Date

Typed or Printed Name of Affiant Title Name of Company

Phone: 407.688.5028 or 5030 | Fax: 407.688.5021 Solicitation Number:

IFB 24/25-07

INVITATION FOR BID (IFB)

ONE (1) TIME PURCHASE

Due Date:

STATE OF FLORIDA

COUNTY OF ____________

I HEREBY CERTIFY that on this day, before me, an officer duly authorized to administer oaths and take acknowledgments, personally appeared ________________________ { } who is personally known to me or { } who produced ________________________ as identification and acknowledged before me that s/he executed the same.

Sworn and subscribed before me, by __________________________________ by means of { } physical presence or { } online notarization on the _____ day of _____________, 202__, the said person did take an oath and was first duly sworn by me, on oath, said person, further, deposing and saying that s/he has read the foregoing and that the statements and allegations contained herein are true and correct.

WITNESS my hand and official seal in the County and State last aforesaid this____day of ________________, 202__.

(Notary Public in and for the County and State Aforementioned)

SEAL My commission expires:

PLEASE COMPLETE AND SUBMIT

Failure to submit this form may be grounds for disqualification of your submittal

Phone: 407.688.5028 or 5030 | Fax: 407.688.5021 Solicitation Number:

IFB 24/25-07

INVITATION FOR BID (IFB)

ONE (1) TIME PURCHASE

Due Date:

SECTION 00432

NON-COLLUSION AFFIDAVIT

The undersigned, by signing this document hereby certifies that the company named below hereby is or does:

1. States that the entity named below and the individual signing this document has submitted the attached bid or proposal:

2. He is fully informed respecting the preparation and contents of the attached proposal and of all pertinent circumstances respecting such proposal;

3. Said bid or proposal is genuine and is not a collusive or sham bid or proposal;

4. Neither the said bidder or proposer nor any of its officers, partners, owners, agents, representatives, employees or parties in interest, including this affiant, has in any way colluded, conspired, connived or agreed, directly or indirectly with any other bidder, proposer, firm or person to submit a collusive or sham bid or proposal in connection with the Contract for which the attached bid or proposal has been submitted or to refrain from bidding or proposing in connection with such Contract, or has in any manner, directly or indirectly, sought by agreement or collusion or communications or conference with any other bidder, proposer, firm or person to fix the price or prices in the attached bid or proposal or of any other bidder of proposer, or to fix any overhead, profit or cost element of the bid or proposal price or the bid or proposal price of any other bidder or proposer, or to secure through any collusion, conspiracy, connivance or unlawful agreement any advantage against the City of Sanford or any person interested in the proposed Contract.

5. The price or prices quoted in the attached bid or proposal are fair and proper and are not tainted by any collusion, conspiracy, connivance or unlawful agreement on the part of the bidder or proposer or any of its agents, representatives, owners, employees, or parties in interest, including the individual signing this document.

Bidder

Signature of Authorized Representative (Affiant) Date

Printed or Typed Name and Title of Authorized Representative (Affiant)

Phone: 407.688.5028 or 5030 | Fax: 407.688.5021 Solicitation Number:

IFB 24/25-07

INVITATION FOR BID (IFB)

ONE (1) TIME PURCHASE

Due Date:

COUNTY OF __________________

I HEREBY CERTIFY that on this day, before me, an officer duly authorized to administer oaths and take acknowledgments, personally appeared ________________________ { } who is personally known to me or { } who produced ________________________ as identification and acknowledged before me that s/he executed the same. Sworn and subscribed before me, by ______________________________________________ by means of { } physical presence or { } online notarization on the _____ day of _____________, 202__, the said person did take an oath and was first duly sworn by me, on oath, said person, further, deposing and saying that s/he has read the foregoing and that the statements and allegations contained herein are true and correct.

WITNESS my hand and official seal in the County and State last aforesaid this____day of ________________, 202__.

Phone: 407.688.5028 or 5030 | Fax: 407.688.5021 Solicitation Number:

IFB 24/25-07

INVITATION FOR BID (IFB)

ONE (1) TIME PURCHASE

Due Date:

SECTION 00434

CONFLICT OF INTEREST STATEMENT

A. I am the ________________________________of _______________________________________ with a local office in [Insert Title] [Insert Company Name] ________________________________ and principal office in _________________________________.

B. The entity hereby submits an offer to IFB 24/25-07 2nd St Streetscape Improvements.

C. The AFFIANT has made diligent inquiry and provided the information in this statement affidavit based upon its full knowledge.

D. The AFFIANT states that only one submittal for this solicitation has been submitted and tendered by the appropriate date and time and that said above stated entity has no financial interest in other entities submitting a proposal for the work contemplated hereby.

E. Neither the AFFIANT nor the above-named entity has directly or indirectly entered into any agreement, participated in any collusion or collusive activity, or otherwise taken any action which in any way restricts or restraints the competitive nature of this solicitation, including but not limited to the prior discussion of terms, conditions, pricing, or other offer parameters required by this solicitation.

F. Neither the entity nor its affiliates, nor anyone associated with them, is presently suspended or otherwise prohibited from participation in this solicitation or any contract to follow thereafter by any government entity.

G. Neither the entity nor its affiliates, nor anyone associated with them, have any potential conflict of interest because and due to any other clients, contracts, or property interests in this solicitation or the resulting project.

H. I hereby also certify that no member of the entity’s ownership or management or staff has a vested interest in any City Division/Department/Office.

I. I certify that no member of the entity’s ownership or management is presently applying, actively seeking, or has been selected for an elected position within City of Sanford government.

J. In the event that a conflict of interest is identified in the provision of services, I, the undersigned will immediately notify the City in writing.

By the signature(s) below, I/we, the undersigned, as authorized signatory to commit the firm, certify that the information as provided in Section 00434, Conflict of Interest Statement, is truthful and correct at the time of submission.

AFFIANT SIGNATURE

Typed Name of AFFIANT

Title

Phone: 407.688.5028 or 5030 | Fax: 407.688.5021 Solicitation Number:

IFB 24/25-07

INVITATION FOR BID (IFB)

ONE (1) TIME PURCHASE

Due Date:

I HEREBY CERTIFY that on this day, before me, an officer duly authorized to administer oaths and take acknowledgments, personally appeared ________________________ { } who is personally known to me or { } who produced ________________________ as identification and acknowledged before me that s/he executed the same. Sworn and subscribed before me, by ______________________________________________ by means of { } physical presence or { } online notarization on the _____ day of _____________, 202__, the said person did take an oath and was first duly sworn by me, on oath, said person, further, deposing and saying that s/he has read the foregoing and that the statements and allegations contained herein are true and correct.

WITNESS my hand and official seal in the County and State last aforesaid this____day of ________________, PLEASE COMPLETE AND SUBMIT WITH YOUR IFB RESPONSE

Phone: 407.688.5028 or 5030 | Fax: 407.688.5021 Solicitation Number:

IFB 24/25-07

INVITATION FOR BID (IFB)

ONE (1) TIME PURCHASE

Due Date:

Section 00436

Florida Public Entity Crimes Statement

SWORN STATEMENT UNDER SECTION 287.133(3) (a), FLORIDA STATUTES: THIS FORM MUST BE SIGNED IN

THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICER AUTHORIZED TO ADMINISTER OATHS.

A. This sworn statement is submitted with Bid, or Contract Number IFB 24/25-07 2nd St Streetscape Improvements

B. This sworn statement is submitted…