IFB_24_25-07_2nd_St_StreetScape_Impro_Addendum_No._3.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

#3 2ND ST. STREETSCAPE IMPROVEMENT

DATE: January 8, 2025

TO: All Bidders/Proposers

FROM: Frank Mascola, Purchasing Coordinator

City of Sanford Purchasing Division

SUBJECT: IFB 24/25-07 2nd St Streetscape Improvement| ADDENDUM #3

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 14, 2025 at 2:00 P.M. Local Time to Thursday, January 30, 2025 at 2:00 P.M. Local Time. The Q & A’s are changed from Tuesday, January 7, 2025 to Tuesday, January 21, 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 the specs on the current irrigation system to be modified?

A1. CPH does not currently have available any specifications for the existing irrigation system.

Existing materials/fixtures are to be matched. Existing clocks are to remain, however if any clocks require replacement, they shall be Bluetooth compatible, Rain Bird.

Q2. Pay item 34, Event Receptacles, shows to include conduit and wire. Should this conduit and wire be included in pay item 33, Conduit and Conductors instead?

A2. Please refer to revised specification section 01270-12 – 2.34. Conduit and wire shall be compensated under pay item no. 33.

Q3. What bid pay item is the Festoon Lighting to go under?

A3. Please refer to revised specification section 01270-12 – 2.43 and Plan Revision No. 2 – Addendum

No. 3. Pay Item No. 43 has been added to the plans and specifications.

Q4. Is panel LCB for service point 2 as shown on sheet E-10 to be the same type of enclosure as shown on E-8 for service point 3?

A4. No, LCB at Service Point 2 is a rack-mounted panelboard whereas LCC for Service Point 3 is a lighting control cabinet.

mailto:purchasing@sanfordfl.gov

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

Q5. Is the lighting control cabinet to house new panel LCC existing or to be furnished and installed as new?

A5. The lighting control cabinet is be furnished and installed (new).

Q6. Per drawings, existing brick pavers are to be removed, palletized, and reinstalled. Will city furnish pallets or is GC responsible for pallets? For any leftover excess brick will city furnish pallets and will GC be responsible for picking and delivering excess palletized brick to City storage location or will city pick up that responsibility?

A6. Contractor is responsible for furnishing pallets utilized during construction. Per pay item note 110-1-1 – Clearing & Grubbing on Sheet No. 3 of the plans, Contractor is responsible for “All palletized pavers remaining unused after construction is complete, are to be delivered to the City of Sanford.” Referring to the City of Sanford Storage yard. The costs for the pallets shall be incidental to the pay item (110-1-1).

III. CHANGES, ADDITIONS AND/OR CLARIFICATIONS

1. Bid due date is Thursday, January 30, 2025 at 2:00 P.M. Local Time.

2. Q & A’s deadline is Tuesday, January 21, 2025 at 2:00 P.M. Local Time.

3. Plans Revision No. (Bid Add. 3)

4. Revised Bid Form 00410

a. P.I. Line No. 43 Festoon Lighting Complete added to form

5. Revised Form 01270

a. Section 2.34 revised.

b. Section 2.43 added.

IV. SIGN-IN SHEET

N/A

V. ATTACHMENTS

1. Plans Revision No. 2. (Bid Add. 3)

2. Revised Bid Form 00410

3. Revised Form 01270

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 #3 to IFB 24/25-07 2nd St. Streetscape Improvement.

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

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 STREET

STREETSCAPE IMPROVEMENTS

CITY OF SANFORD , FL.

CPH PROJECT No. S06227

ROADWAY IMPROVEMENT PLANS

FOR

COMPONENTS OF CONTRACT PLAN SET

ROADWAY IMPROVEMENT PLANS

LANDSCAPE PLANS

SITE LIGHTING PLANS

LOCATION MAP

N.T.S.

N

N.T.S.

LIST OF REVISED DRAWINGS

REV DATE SHEETS

1 12/19/24 1 & 3 2 01/07/25 1 & 3

PLANS PREPARED FOR:

48 HOURS

BEFORE YOU DIG

CALL SUNSHINE ONE

1-800-432-4770 www.callsunshine.com

CPH, LLC.

500 W. FULTON STREET

SANFORD, FLORIDA 32771

PHONE 407 322-6841

FAX 407 330-0639

PLANS PREPARED BY:

www.cphcorp.com C 2025

Building Better Communities Together

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

CITY OF SANFORD, FL

300 NORTH PARK AVENUE

SANFORD, FL 32771-1244

PHONE: 407.688.5800

FAX: 407.688.5141

INDEX OF ROADWAY IMPROVEMENT PLANS

INDEX OF LANDSCAPE PLANS

INDEX OF ELECTRICAL PLANS

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JACKSONVILLE

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FT PIERCE

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FT LAUDERDALE

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MIAMI

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NAPLES

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TAMPA

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ORLANDO

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TALLAHASSEE

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PENSACOLA

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TURNPIKE

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BEE LINE

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EXPRESSWAY

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FLORIDA S

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BARTOW

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KEY WEST

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CHIPLEY

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DELAND

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LAKE CITY

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PROJECT LOCATION

AutoCAD SHX Text GOVERNING DESIGN STANDARDS: FLORIDA DEPARTMENT OF TRANSPORTATION, FY2024-25 STANDARD FY2024-25 STANDARD STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION AND APPLICABLE INTERIM REVISIONS (IRS). STANDARD PLANS FOR ROAD CONSTRUCTION AND ASSOCIATED IRS ARE AVAILABLE AT THE FOLLOWING WEBSITE: http://www.fdot.gov/design/standardplans APPLICABLE IRS: NONE NONE GOVERNING STANDARD SPECIFICATIONS: FLORIDA DEPARTMENT OF TRANSPORTATION, JULY 2024 STANDARD JULY 2024 STANDARD STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AT THE FOLLOWING WEBSITE: http://www.fdot.gov/programmanagement/Implemented/SpecBooks ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH LATEST AMERICANS WITH DISABILITIES ACT (A.D.A.) STANDARDS FOR ACCESSIBLE DESIGN.

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TO WINTER GARDEN

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TO SR-415

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AutoCAD SHX Text BEGIN PROJECT BEGIN CONSTRUCTION - 2ND ST STA. 100+51.95 - CONST.100+51.95 - CONST. - CONST.CONST.

AutoCAD SHX Text END PROJECT END CONSTRUCTION - 2ND ST STA. 113+61.99 - CONST.113+61.99 - CONST. - CONST.CONST.

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REVISIONS

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DATE

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DESCRIPTION

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SHEET NO.

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ROADWAY PLANS ENGINEER OF RECORD:

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SHOP DRAWINGS (FOR THIS COMPONENT SET) TO BE SUBMITTED TO:

AutoCAD SHX Text Bid Plans December 4th, 2024

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PROJECT LENGTH

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LENGTH OF PROJECT

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MILES

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LINEAR FEET

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NET LENGTH OF PROJECT

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GROSS LENGTH OF PROJECT

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AutoCAD SHX Text 0.248

AutoCAD SHX Text 1,310.04

AutoCAD SHX Text 0.248

AutoCAD SHX Text 1,310.04

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AutoCAD SHX Text MATTHEW C. CUSHMAN, P.E. FL P.E. No. 73150

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TO MOUNT DORA

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LAKE MONROE

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CELERY AVE.

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W. SEMINOLE BLVD.

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FRENCH AVE.

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W. 1ST ST

AutoCAD SHX Text SHEET NO. DESCRIPTION DESCRIPTION 1 COVER SHEET COVER SHEET 2 SIGNATURE SHEET SIGNATURE SHEET 3 SUMMARY OF PAY ITEMS SUMMARY OF PAY ITEMS 4 TYPICAL SECTIONS TYPICAL SECTIONS 5 PROJECT LAYOUT PROJECT LAYOUT 6 to 7 GENERAL NOTES GENERAL NOTES 8 to 9 DEMO SHEETS DEMO SHEETS 10 to 14 PLAN & PROFILE SHEETS PLAN & PROFILE SHEETS 15 to 16 GENERAL DETAILS GENERAL DETAILS 17 UTILITY ADJUSTMENT DETAILS UTILITY ADJUSTMENT DETAILS 18 to 22 CROSS SECTIONS CROSS SECTIONS 23 to 24 S.W.P.P. PLAN NOTES S.W.P.P. PLAN NOTES 25 to 26 S.W.P.P. PLANS S.W.P.P. PLANS S-1 SIGNING & PAVEMENT MARKING PLAN NOTES SIGNING & PAVEMENT MARKING PLAN NOTES S-2 to S-3 SIGNING & PAVEMENT MARKING PLANS SIGNING & PAVEMENT MARKING PLANS TCP-1 TRAFFIC CONTROL PLAN GENERAL NOTES TRAFFIC CONTROL PLAN GENERAL NOTES SHEET NO. DESCRIPTION DESCRIPTION L-1 to L-6 LANDSCAPE PLAN SHEETS LANDSCAPE PLAN SHEETS L-7 LANDSCAPE PLANT LIST LANDSCAPE PLANT LIST L-8 LANDSCAPE DETAILS LANDSCAPE DETAILS L-9 LANDSCAPE NOTES LANDSCAPE NOTES L-10 SIDEWALK DETAIL SIDEWALK DETAIL SHEET NO. DESCRIPTION DESCRIPTION E-0 ELECTRICAL NOTES, LEGEND AND ABBREVIATIONS ELECTRICAL NOTES, LEGEND AND ABBREVIATIONS E-1A to E-1C ELECTRICAL DEMOLITION PLANS ELECTRICAL DEMOLITION PLANS E-2 to E-4 SIGHT LIGHTING & POWER PLANS SIGHT LIGHTING & POWER PLANS E-5 FESTOON LIGHTING PLAN FESTOON LIGHTING PLAN E-6 PHOTOMETRIC PLAN PHOTOMETRIC PLAN E-7 to E-10 ELECTRICAL DETAILSELECTRICAL DETAILS

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AutoCAD SHX Text 12/19/24

AutoCAD SHX Text Bid Addendum No. 2

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AutoCAD SHX Text 01/07/25

AutoCAD SHX Text Bid Addendum No. 3

SUMMARY OF PAY ITEMS

2ND ST. STREETSCAPE IMPROVEMENTS PROJECT

P.I. LINE

NO. FDOT PAY ITEM NO. PAY ITEM DESCRIPTION UNIT

QUANTITY

PLAN FINAL

1 101 1 MOBILIZATION (INCLUDES BONDS & INSURANCE, PROJECT SIGNS) LS 1

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

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 - SMALL PLANTS

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 - LARGE PLANTS

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

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

43 FESTOON LIGHTING, COMPLETE LS 1

Sheet No.ByNo. Date

ByNo. Date Revision Revision

8 C 2025 Job No.

Date:

Checked by:

Designed by:

Drawn by:

City of Sanford, Seminole County, Florida

CJT / AM

WDO / NAD

MCC

12/04/2024 S06227

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

Plans Prepared By:

www.cphcorp.com

Building Better Communities Together

MATTHEW C. CUSHMAN, P.E.

FL P.E. No. 73150

2nd Street Streetscape Improvements

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS.

B

ID

S E

T

This item has been electronically signed and sealed by Matthew C. Cushman, PE on

2024-11-12 using a digital signature.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

3Summary Of Pay Items

Date Revision By 12/19/24 Bid Addendum No. 2 MCC 01/07/25 Bid Addendum No. 3 MCC

AutoCAD SHX Text CPH, LLC A Full Service A & E Firm

AutoCAD SHX Text PAY ITEM NOTES 102-1 - MAINTENANCE OF TRAFFIC: INCLUDES ALL ITEMS AND LABOR NECESSARY FOR THE IMPLEMENTATION OF THE TRAFFIC CONTROL PLANS DESIGNED BY THE CONTRACTOR AND APPROVED BY THE CITY OF SANFORD. THE CONTRACTOR SHALL NOTIFY SURROUNDING RESIDENCES AND BUSINESS OF THE CONSTRUCTION BY FLYER APPROVED BY THE CITY. 110-1-1 - CLEARING & GRUBBING: ALL TREE REMOVALS/TRIMMING (AS APPROVED BY THE CITY) AND ASSOCIATED COSTS SHALL BE INCIDENTAL TO THIS PAY ITEM. INCLUDES THE COST OF IRRIGATION LINES DAMAGED DURING CONSTRUCTION WHICH ARE TO BE CAPPED IMMEDIATELY AND REPORTED TO THE CITY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND/OR REPLACE ALL DAMAGED IRRIGATION COMPONENTS TO THE PRE-CONSTRUCTION CONDITION AT CONTRACTOR EXPENSE PRIOR TO COMPLETION OF THE PROJECT. INCLUDES COSTS FOR THE RECLAMATION OF EXISTING ROADWAY PAVERS INCLUDING CLEANING, PALLETIZATION AND TEMPORARY STORAGE OF PAVERS. ALL PALLETIZED PAVERS REMAINING UNUSED AFTER CONSTRUCTION IS COMPLETE, ARE TO BE DELIVERED TO THE CITY OF SANFORD. 520-1-10 - CONCRETE CURB & GUTTER, TYPE F: DROP CURB FOR DRIVEWAYS & PEDESTRIAN RAMPS SHALL BE COMPENSATED UNDER STANDARD TYPE F CURB & GUTTER PAY ITEM. 522-1&2 - CONCRETE, SIDEWALK AND TRAIL 4" & 6" THICK: 6" VARIABLE HEIGHT TRANSITION CURB WITHIN PEDESTRIAN RAMPS SHALL BE INCIDENTAL TO THE ASSOCIATED CONCRETE PAY ITEM (4" OR 6"). ONLY THE 6" RIBBON CURB WITHIN THE THE LANDSCAPE ISLANDS SHALL BE PAID SEPARATELY, AND ONLY AS IDENTIFIED WITHIN THE PLANS. THICKENED EDGE SIDEWALK AS NOTED IN THE PLANS SHALL BE INCIDENTAL TO THE SQUARE YARD COST OF THE ADJACENT CONCRETE SIDEWALK/DRIVEWAY 526-1-XX - ALL PAVER PAY ITEMS CONTRACTOR SHALL USE POLYMER BINDER OR ADD PORTLAND CEMENT MIX TO SAND BETWEEN PAVERS. PAY ITEM UNIT COSTS SHALL BE INCLUSIVE OF ALL MATERIALS, LABOR, COMPACTION, OR OTHERWISE TO PROVIDE A COMPLETE BRICK PAVER SECTION IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 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). 570-1-2 - PERFORMANCE TURF, SOD: THIS PAY ITEM SHALL BE PAID ONLY FOR IN-PLACE SOD INSTALLED, INSPECTED AND ACCEPTED BY THE CITY. QUANTITY REFLECTED HEREIN DOES NOT INCLUDE AN OFFSET FOR PROPOSED LANDSCAPING MATERIAL WHICH SHALL SUPERCEDE THIS PAY ITEM. 580-7-5 - IRRIGATION SYSTEM - MODIFY EXISTING SYSTEM THIS PAY ITEM IS LIMITED TO MINOR MODIFICATIONS TO EXIST. IRRIGATION SYSTEM SUCH AS SPRINKLER HEAD/VALVE ADJUSTMENTS TO ACCOMMODATE NEW PLANTER BEDS, PATCHING OF IRRIGATION LINES TO ACCOMMODATE SPRINKLER HEAD ADJUSTMENTS AND OR AS NECESSARY TO ADDRESS UTILITY CONFLICTS WITH PROPOSED LIGHT POLES IN ACCORDANCE WITH GENERAL NOTE 1 AND UTILITY NOTE 3 OF THE GENERAL NOTES. REPAIRS TO IRRIGATION SYSTEM DUE TO DAMAGE CAUSED BY THE CONTRACTOR ARE NOT INCLUDED WITHIN THIS PAY ITEM AS THEY REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. 711-1X-XXX - THERMOPLASTIC (ALL): ALL THERMOPLASTIC INSTALLED ON CONCRETE PAVEMENT SHALL INCLUDE CONTRAST BORDERS. ASSOCIATED COST SHALL BE INCIDENTAL TO THE THERMOPLASTIC PAY ITEM.

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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

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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

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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

43 FESTOON LIGHTING, COMPLETE 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. Trench Safety Statement - Section 00430

3. Non Collusion Affidavit - Section 00432

4. Conflict of Interest Affidavit - Section 00434

5. Florida Statutes on Public Entity Crimes Affidavit - Section 00436

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

7. Bidder Qualification Affidavit - Section 00440

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

END OF SECTION

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.

2.43 Festoon Lighting, Complete:

Furnishing and install a complete installation of festoon lighting. Includes all materials, fixtures, assemblies, wires, cables (including catenary), and accessories for a complete system as detailed in the electrical plans.

PART 3 EXECUTION - Not Used

END OF SECTION