CONSTRUCTION DOCUMENTS

PROJECT MANUAL

DANE COUNTY DEPARTMENT OF ADMINISTRATION

PUBLIC WORKS ENGINEERING DIVISION

1919 ALLIANT ENERGY CENTER WAY

MADISON, WISCONSIN 53713

RFB NO. 326012

REQUEST FOR BIDS NO. 326012

WIS DOT 5666-00-79

WALKING IRON TRAIL

6715 STH 78, MAZOMANIE, WI

STATE PROJECT NUMBER: 5666-00-79

T MAZOMANIE, WALKING IRON TRAIL NON-HWY

MSA Project #12698007 WIT PHASE 2

Federally Funded Transportation Alternatives Program (TAP)

Assigned Disadvantaged Business Enterprise Goal: Discretionary

THIS PAGE INTENTIONALLY LEFT BLANK

Bid No. 326012 Seals Page rev. 02/23 00 01 07 - 1

SECTION 00 01 07

SEALS PAGE

BID NO. 326012

PROJECT: DANE COUNTY WALKING IRON TRAIL

MSA PROJECT #12698007 WIT PHASE 2

T MAZOMANIE, WALKING IRON TRAIL NON-HWY

FEDERALLY FUNDED TRANSPORTATION ALTERNATIVES PROGRAM (TAP)

WIS DOT ID 5666-00-79

CIVIL ENGINEER

I hereby certify that this drawing, specification or report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Wisconsin.

Dated:02/20/2026

STRUCTURAL ENGINEER

I hereby certify that this drawing, specification or report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Wisconsin.

Dated: 02/20/2026

SECTION 00 01 10

TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 01 - Project Manual Cover Page 00 01 07 - Seals Page 00 01 10 - Table of Contents 00 01 11 - Advertisement for Bids 00 21 13 - Instructions to Bidders 00 31 32 - Geotechnical Data 00 41 00 - Bid Forms & Attachment Appendix G - Affidavit of Non-Collusion 00 52 96 - Sample Public Works Construction Contract 00 72 13 - General Conditions of Contract 00 73 00 - Supplementary Conditions (inc. Available Federal Project Information) Appendix A - Report of Geotechnical Exploration Appendix B - Permits Appendix C - CEC Committments

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 - General Requirements (Dane County) 01 11 00 - Summary of Work 01 14 00 - Work Restrictions & Provisions 01 31 13 - Project Coordination 01 31 19 - Project Meetings 01 32 16 - Construction Progress Schedule 01 32 23 - Survey & Layout Data 01 33 00 - Submittals 01 35 00 - Special Provisions - WisDOT Format 01 41 26 - Permits 01 45 00 - Quality Control 01 60 00 - Material & Equipment 01 74 19 - Construction Waste Management, Disposal & Recycling 01 77 00 - Closeout Procedures

DIVISION 02 - EXISTING CONDITIONS

02 01 00 - Maintenance of Existing Conditions

DRAWINGS

Drawings contain 191 pages

END OF SECTION

SECTION 00 01 11

INVITATION TO BID

LEGAL NOTICE

Dept. of Admin. Public Works Engineering will accept Bids electronically UNTIL 2:00 P.M. on Monday, April 20, 2026 for the WALKING IRON TRAIL, Town of Mazomanie, WI.

WIS DOT ID 5666-00-79 FEDERALLY

FUNDED TRANSPORTATION ALTER-

NATIVES PROGRAM PROJECT.

SCOPE: Professional construction services for the reconstruction and rehabilitation of timber rail bridges, trail and access improvements, gravel lot expansion, and associated site work.

Work involves excavation, bridge and culvert construction, paving, grading, erosion control, signage, and all incidental items required for completion.

located at 6715 STH 78, MAZOMANIE, WI.

MANDATORY PRE-BID

CONFERENCE to be held at 10:00 A.M.

on Monday, April 6, 2026 at the address above, at the trailhead parking lot/ DNR wildlife area on STH 78. Project overview and bidder Q&A session will be facilitated and then the group will progress to review the project site. Bids will not be accepted from Prime Bidders that do not attend the mandatory pre-bid conference.

Also to demonstrate Bidder’s qualifications to perform the Work, Bidder must be listed on the current version of the Wisconsin Department of Transportation Prequalified Contractor’s list (https://wisconsindot.gov/hccidocs/prequ al.pdf) . The prequal certification on the list must be unexpired.

RFB documents available after 3:00 P.M.

on Monday, March 23, 2026 at:

https://procurement.opengov.com/portal/ countyofdane. Only firms with relevant experience should submit bids.

Bidders must be qualified as Best Value Contractor before Bid Due Date/Time.

Complete Application at publicworks.danecounty.gov/bvc.

QUESTIONS?: Contact Project Mgr Reed Rodenkirch at 608/267-0127 or public.works@danecounty.gov.

RFB No. 326012 Instructions to Bidders rev. 11/23 00 21 13 - 1

SECTION 00 21 13

INSTRUCTIONS TO BIDDERS

TABLE OF CONTENTS

1. GENERAL

2. DRAWINGS AND SPECIFICATIONS

3. INTERPRETATION

4. BID GUARANTEE

5. WITHDRAWAL OF BIDS

6. CONTRACT FORM

7. CONTRACT INTERESTS BY COUNTY PUBLIC OFFICIALS

8. EMERGING SMALL BUSINESS PROVISIONS

9. METHOD OF AWARD - RESERVATIONS

10. SECURITY FOR PERFORMANCE AND PAYMENTS

11. TAXES

12. SUBMISSION OF BIDS

13. SUBCONTRACTOR LISTING

1. GENERAL

A. The project is federally funded in part by the Wisconsin Department of Transportation – Transportation Alternatives Program (TAP). Federal Wage Rates (Highway) apply. The minimum wages to be paid on the project shall be in accordance with Federal Davis Bacon Wage Rates. Federal wage rates can be found at https://sam.gov/content/wage-determinations. Be aware that project Administrators, Bidders, and Contractors are required to use the latest federal wage rate available at the time of bid opening.

B. A statement of Affirmative Action is required per form FHWA 1273 under II.1.b. The contractor will accept as his operating policy the following statement: “It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, national origin, age or disability. Such action shall include: employment, upgrading, demotion, or transfer;

recruitment, or recruitment advertising; layoff termination; rates of pay or other forms of compensation; and selection of training, including apprenticeship, pre-apprenticeship, and/or on the job training.”

C. An Affidavit of Non-Collusion is required to be filed with the bid stating the following: “This certifies that the undersigned bidder, duly sworn, is an authorized representative of the firm named above; that the bidder has examined and carefully prepared the bid from the plans and specifications and has checked the same in detail before submitting this proposal or bid; and that the bidder or agents, officer, or employees have not, directly or indirectly, entered into an agreement, participating in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with this proposal/bid.

D. Commitment to prime contractor performance of at least 30 percent of the original contract amount is required.

E. DBE requirements of Wis DOT 49 CFR part 23 for this project is Discretionary. All required documentation shall be submitted at the bid opening. Before submitting Bid, bidder shall thoroughly examine all Construction Documents. Successful Bidder shall be required to provide all the Work that is shown on Drawings, set forth in Specifications, or reasonably implied as necessary to complete Contract for this project.

https://sam.gov/content/wage-determinations https://sam.gov/content/wage-determinations rev. 11/23 00 21 13 - 2

F. Bidder shall visit site to become acquainted with adjacent areas, means of approach to site, conditions of actual site and facilities for delivering, storing, placing, and handling of materials and equipment.

G. Before award of Contract can be approved, Owner shall be satisfied that Bidder involved meets following requirements:

1. Has completed at least one (1) project of at least fifty percent (50%) of size or value of Division of work being bid and type of work completed is similar to that being bid. If greater magnitude of experience is deemed necessary, other than size or value of work, such requirements will be described in appropriate section of Specifications.

H. County’s Public Works Project Manager will make such investigations as are deemed necessary to determine ability of bidder to perform the Work, and bidder shall furnish to County’s Public Works Project Manager or designee all such information and data for this purpose as County’s Public Works Project Manager may request. Owner reserves right to reject Bid if evidence submitted by, or investigation of, bidder fails to satisfy Owner that bidder is responsible and qualified to carry out obligations of Contract and to complete the Work contemplated therein.

2. DRAWINGS AND SPECIFICATIONS

A. Drawings and Specifications that form part of this Contract, as stated in Article 1 of General Conditions of Contact, are enumerated in Table of Contents of these Construction Documents.

B. Complete sets of Drawings and Specifications for all trades will be available to all Bidders, irrespective of category of work to be bid on, in order that all Bidders may be familiar with work of other trades as they affect their bid.

3. INTERPRETATION

A. No verbal explanation or instructions will be given in regard to meaning of Drawings or Specifications before Bid Due Date. Bidders shall bring inadequacies, omissions or conflicts to Owner and Architect / Engineer’s attention at least ten (10) calendar days before Bid Due Date. Prompt clarification will be available to all bidders by Addendum.

B. Failure to so request clarification or interpretation of Drawings and Specifications will not relieve successful Bidder of responsibility. Signing of Contract will be considered as implicitly denoting that Contractor has thorough understanding of scope of the Work and comprehension of Construction Documents.

C. Owner and Architect / Engineer will not be responsible for verbal instructions.

4. BID GUARANTEE

A. Bank certified check, cashier’s check or Bid Bond, payable to County in amount not less than five percent (5%) of maximum bid, shall accompany each Bid as guarantee that if Bid is accepted, Bidder will execute and return proposed Contract and Performance and Payment Bond within ten (10) business days after being notified of acceptance of Bid. Company issuing bonds must be licensed to do business in Wisconsin.

rev. 11/23 00 21 13 - 3

B. Any bid, which is not accompanied by bid guarantee, will be considered “No Bid” and will not be read at Bid Due Date.

C. If successful Bidder so delivers Contract, Certificate of Insurance, and Performance and Payment Bond, check will be returned to Bidder. In case Bidder fails to deliver such Contract, insurance, and bond, amount of bid guarantee will be forfeited to County as liquidated damages.

D. All checks tendered as bid guarantee, except those of three (3) lowest qualified, responsible bidders, will be returned to their makers within three (3) business days after Bid Due Date.

All such retained checks will be returned immediately upon signing of Contract and Performance and Payment Bond by successful Bidder.

5. WITHDRAWAL OF BIDS

A. Bids may only be withdrawn before Bid Due Date as authorized by Wis. Stat. s. 66.0901(5).

B. No Bid may be withdrawn for a period of ninety (90) calendar days after Bid Due Date.

6. CONTRACT FORM

A. Sample copy of contract that successful Bidder will be required to enter into is included in these Construction Documents and bidders are required to familiarize themselves with all conditions contained therein.

7. CONTRACT INTERESTS BY COUNTY PUBLIC OFFICIALS

A. In accordance with Wisconsin Statute 946.13, county official may not bid for or enter into any contract involving receipts or disbursements of more than $15,000.00 in a year, in which they have private pecuniary interest, direct or indirect if at same time they are authorized to take official action with respect to making of this Contract. Any contract entered into in violation of this Statute is void and County incurs no liability thereon. This subsection does not affect application and enforcement of Wisconsin Statute 946.13 by state prosecutors in criminal courts of this state.

8. EMERGING SMALL BUSINESS PROVISIONS

A. Emerging Small Business (ESB) Goal. The goal of this project is ten percent (10%) ESB participation. ESBs utilizations are shown as a percentage of the total Bid.

B. Emerging Small Business Involvement. Bidder shall make good faith effort to award minimum of ten percent (10%) of the Work to ESBs. Good faith effort means significant contact with ESBs for purposes of soliciting bids from them. Failure to make or demonstrate good faith efforts will be grounds for disqualification.

C. Emerging Small Business Report. Bidder shall submit ESB Report demonstrating good faith efforts to Dane County Tamara D. Grigsby Office for Equity and Inclusion within ten

(10) business days of Bid Due Date. ESB Report should be sent to Contract Compliance Specialist via email at oei@danecounty.gov or mailed to Dane County Tamara D. Grigsby Office for Equity and Inclusion, City-County Building, Room 356, 210 Martin Luther King, Jr. Blvd., Madison, WI 53703. Bidders who fail to submit ESB Report shall be deemed unresponsive.

mailto:oei@danecounty.gov rev. 11/23 00 21 13 - 4

D. Emerging Small Business Instructions & Forms. Bidders may locate ESB instructions and forms on Dane County Tamara D. Grigsby Office for Equity and Inclusion website:

equity.danecounty.gov/contract-compliance.

E. Emerging Small Business Questions. Questions concerning ESB provisions shall be directed to:

OEI@danecounty.gov or

Dane County Contract Compliance Specialist City-County Building, Room 356 210 Martin Luther King, Jr. Blvd.

Madison, WI 53703 608/283-1391

9. METHOD OF AWARD - RESERVATIONS

A. Following will be basis of award of Contract, providing cost does not exceed amount of funds then estimated by County as available to finance Contract(s):

1. Lowest dollar amount submitted by responsible bidder on Base Bid for all work comprising project, combined with such additive Owner accepted alternates.

2. Owner reserves right to reject all bids or any bid, to waive any informality in any bid, and to accept any bid that will best serve interests of County.

3. Unit Prices and Informational Bids will not be considered in establishing low bidder.

10. SECURITY FOR PERFORMANCE AND PAYMENTS

A. Simultaneous with delivery of signed Contract, Bidder shall be required to furnish Performance and Payment Bond as specified in Article 29 of General Conditions of Contract, “Contract Security”. Surety Company shall be licensed to do business in Wisconsin.

Performance and Payment Bond must be dated same date or subsequent to date of Contract.

Performance and Payment Bond must emulate information in standard AIA Document A312 for Performance and Payment Bond.

B. Provide certified copy of power of attorney from Surety Company showing that agent who signs Bond has power of attorney to sign for Surety Company. Secretary or Assistant Secretary of company must sign this certification, not attorney-in-fact. Certification must bear same or later date as Bond. Power of Attorney must emulate model power of attorney information detailed in standard AIA Document A312 for Sample Performance and Payment Bond.

C. If Bidder is partnership or joint venture, State certified list, providing names of individuals constituting partnership or joint venture must be furnished. Contract itself may be signed by one partner of partnership, or one partner of each firm comprising joint venture, but Performance and Payment Bond must be signed by all partners.

D. If Bidder is corporation, it is necessary that current certified copy of resolution or other official act of directors of corporation be submitted showing that person who signs Contract is authorized to sign contracts for corporation. It is also necessary that corporate seal be affixed to resolution, contract, and performance and payment bond. If your corporation has https://equity.countyofdane.com/contract-compliance mailto:OEI@danecounty.gov rev. 11/23 00 21 13 - 5 no seal, it is required that above documents include statement or notation to effect that corporation has no seal.

11. TAXES

A. Wisconsin Statute 77.54 (9m) allows building materials that become part of local unit government facilities to be exempt from sales & use tax. Vendors & materials suppliers may not charge Bidders sales & use tax on these purchases. This does not include highways, streets or roads. Any other Sales, Consumer, Use & other similar taxes or fees required by law shall be included in Bid.

B. In accordance with Wisconsin Statute 71.80(16)(a),successful nonresident bidder, whether incorporated or not, and not otherwise regularly engaged in business in this state, shall file surety bond with State of Wisconsin Department of Revenue payable to Department of Revenue, to guarantee payment of income taxes, required unemployment compensation contributions, sales and use taxes and income taxes withheld from wages of employees, together with any penalties and interest thereon. Amount of bond shall be three percent (3%) of Contract or subcontract price on all contracts of $50,000 or more.

12. SUBMISSION OF BIDS

A. All Bids shall be submitted electronically through Dane County’s Procurement Portal via OpenGov: procurement.opengov.com/portal/countyofdane.

B. Submit completed Bid Bond electronically with Bid.

C. No bids for any subdivision or any sub-classification of the Work, except as indicated, will be accepted. Any conditional Bid, amendment to Bid Pricing Table or appended item thereto, or inclusion of any correspondence, written or printed matter, or details of any nature other than that specifically called for, which would alter any essential provision of Construction Documents, or require consideration of unsolicited material or data in determining award of Contract, will disqualify Bid. Telecommunication alterations to Bid will not be accepted.

D. Bidders must submit single Bid for all the Work.

E. Bid amounts shall be inserted numerically in spaces provided on Bid Pricing Table in OpenGov submission.

F. Addenda issued after Bid Letting shall become part of Construction Documents. Bidders shall acknowledge receipt of such addenda in OpenGov submission. Bid may be rejected if receipt of any particular addendum applicable to award of Contract has not been acknowledged in OpenGov.

G. Faxed, hand-delivered or emailed Bids will not be accepted.

13. SUBCONTRACTOR LISTING

A. Bidders may be required to submit Section 00 43 36, Proposed Subcontractors Form listing all subcontractors for this project including committed prices for each subcontractor. See OpenGov “Bid Submission - Checklist” for requirements.

B. Commitment to Prime Contractor performance of at least 30 percent of the original contract amount is required.

https://procurement.opengov.com/portal/countyofdane rev. 11/23 00 21 13 - 6

RFB No. 326012 Geotechnical Data rev. 01/22 00 31 32 - 1

SECTION 00 31 32

GEOTECHNICAL DATA

SUBSURFACE DRILLING AND SAMPLING INFORMATION

INVESTIGATION DATA

American Engineering Testing has made subsurface investigations and soil boring reports dated 11/05/2025 that are included as an appendix to this project. The designers used this information in preparing their work; however, Interpretations, analyses, or recommendations contained within the geotechnical report are provided for informational purposes only and do not constitute re-quirements of the Contract. The Contractor is responsible for evaluating this information and for conducting any additional investigations the Contractor deems necessary for preparation of bids or performance of the Work. Architect / Engineer or Owner assumes no responsibility for subsoil quality or conditions.

See Appendix A.

00 41 00-1 BID

1 General Project Items Engineer Estimate

ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL PRICE

201.0105 CLEARING STA 2 $ - $ -

201.0205 GRUBBING STA 2 $ - $ -

619.1000.01

MOBILIZATION - TRAIL AND PARKING

LOT LS 1

619.1000.02 MOBILIZATION - B-13-954 LS 1 $ - $ -

619.1000.03 MOBILIZATION - B-13-955 LS 1 $ - $ -

619.1000.04 MOBILIZATION - B-13-956 LS 1 $ - $ -

619.1000.05 MOBILIZATION - B-13-957 LS 1 $ - $ -

619.1000.06 MOBILIZATION - B-13-958 LS 1 $ - $ -

619.1000.07 MOBILIZATION - B-13-959 LS 1 $ - $ -

619.1000.08 MOBILIZATION - B-13-960 LS 1 $ - $ -

642.5201 FIELD OFFICE TYPE C EACH 1 $ - $ -

628.7560 TRACKING PADS EACH 4 $ - $ -

650.9911

CONSTRUCTION STAKING

SUPPLEMENTAL CONTROL EACH 1

SPV.0105.01 SITE EROSION CONTROL LS 1 $ - $ -

SPV.0105.02 TRAFFIC CONTROL LS 1 $ - $ -

SPV.0105.03

TEMPORARY ACCESS ROAD STA 43+50

RT LS 1

SPV.0105.05 TEMPORARY BRIDGE BYPASS LS 1 $ - $ -

SPV.0105.06

TEMPORARY TURNAROUND STA

174+50 LS 1

SPV.0195.01

EXCAVATION, HAULING, AND

DISPOSAL OF POTENTIAL CREOSOTE

CONTAMINATED SOIL

TON 285

SPV.0105.08 SITE RESTORATION LS 1 $ - $ -

TOTAL: $ -

2 Walking Iron Trail Engineer Estimate

ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL PRICE

203.0100 REMOVING SMALL PIPE CULVERT EACH 1 $ - $ -

204.0110 REMOVING ASPHALTIC SURFACE SY 240 $ - $ -

204.0200 REMOVING RAIL ROAD LF 90 $ - $ -

205.0100 EXCAVATION COMMON CY 9200 $ - $ -

305.0120 BASE AGGREGATE DENSE 1 1/4-INCH TON 5600 $ - $ -

305.0130 BASE AGGREGATE DENSE 3-INCH TON 8400 $ - $ -

460.5223 HMA PAVEMENT 3-LT 58-28 TON 30 $ - $ -

460.5224 HMA PAVEMENT 4-LT 58-28 TON 30 $ - $ -

465.0105 ASPHALTIC SURFACE TON 265 $ - $ -

520.1024

APRON ENDWALLS FOR CULVERT

PIPE 24-INCH EACH 2 $ - $ -

00 41 00-2 BID

520.3424

CULVERT PIPE CLASS III-A NON-

METAL 24-INCH LF 35 $ - $ -

602.0410 CONCRETE SIDEWALK 5-INCH SF 420 $ - $ -

602.0505

CURB RAMP DETECTABLE WARNING

FIELD YELLOW SF 56 $ - $ -

645.0140 GEOTEXTILE TYPE SAS SY 23100 $ - $ -

645.0220 GEOGRID TYPE SR SY 7000 $ - $ -

646.1005 MARKING LINE PAINT 4-INCH LF 145 $ - $ -

650.4500 CONSTRUCTION STAKING SUBGRADE LF 16000 $ - $ -

650.6000

CONSTRUCTION STAKING PIPE

CULVERTS EACH 1 $ - $ -

650.9920

CONSTRUCTION STAKING SLOPE

STAKES LF 16000 $ - $ -

SPV.0035.01

EXCAVATION BELOW SUBGRADE

WITH BREAKER RUN AND GEOGRID CY 1160 $ - $ -

SPV.0060.09 PERMANENT SIGNING EACH 8 $ - $ -

SPV.0105.07

REMOVAL OF RAILROAD SIGNAGE,

FLASHERS,ELECTRICAL, AND

PAVEMENT MARKINGS LS 1 $ - $ -

SPV.0195.02 LIMESTONE SCREENINGS PATH TON 2810

TOTAL: $ -

3 WDNR Parking Lot and Driveway Engineer Estimate

ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL PRICE

203.0100 REMOVING SMALL PIPE CULVERTS EACH 1 $ - $ -

205.0100 EXCAVATION COMMON CY 1050 $ - $ -

305.0110 BASE AGGREGATE DENSE 3/4-INCH TON 950 $ - $ -

305.0130 BASE AGGREGATE DENSE 3-INCH TON 2200 $ - $ -

415.0060 CONCRETE SIDEWALK 5-INCH SY 65 $ - $ -

520.1018

APRON ENDWALLS CULVERT PIPE 18-

INCH EACH 2 $ - $ -

520.3418

CULVERT PIPE CLASS III-A NONMETAL

18-INCH LF 48 $ - $ -

645.0140 GEOTEXTILE TYPE SAS SY 2500 $ - $ -

645.0220 GEOGRID TYPE SR SY 1000 $ - $ -

650.4500 CONSTRUCTION STAKING SUBGRADE LF 900 $ - $ -

650.6000

CONSTRUCTION STAKING PIPE

CULVERTS EACH 1 $ - $ -

650.9920

CONSTRUCTION STAKING SLOPE

STAKES LF 900 $ - $ -

SPV.0035.01

EXCAVATION BELOW SUBGRADE

WITH BREAKER RUN AND GEOGRID CY 250 $ - $ -

SPV.0060.09 PERMANENT SIGNING EACH 2 $ - $ -

00 41 00-3 BID

TOTAL: $ -

4 Structure B-13-954 Engineer Estimate

ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL PRICE

203.0260.01

REMOVING STRUCTURE OVER

WATERWAY MINIMAL DEBRIS (WSOR

B416) EACH 1 $ - $ -

206.1101.01

EXCAVATION FOR STRUCTURES

BRIDGES B-13-954 EACH 1 $ - $ -

210.1500 BACKFILL STRUCTURE TYPE A TON 120 $ - $ -

465.0105 ASPHALTIC SURFACE TON 8 $ - $ -

502.0100 CONCRETE MASONRY BRIDGES CY 16 $ - $ -

505.0400

BAR STEEL REINFORCEMENT HS

STRUCTURES LB 4500 $ - $ -

506.0105 STRUCTURAL STEEL CARBON LB 2900 $ - $ -

506.3014

WELDED STUD SHEAR CONNECTORS

3/4 X 6-INCH EACH 78 $ - $ -

550.2104

PILING CIP CONCRETE 10 3/4 X 0.24-

INCH LF 560 $ - $ -

606.0200 RIPRAP MEDIUM CY 70 $ - $ -

612.0406 PIPE UNDERDRAIN WRAPPED 6-INCH LF 80 $ - $ -

637.2210 SIGNS TYPE II NON-REFLECTIVE EACH 4 $ - $ -

645.0111 GEOTEXTILE TYPE DF SCHEDULE A SY 38 $ - $ -

645.0120 GEOTEXTILE FABRIC TYPE HR SY 132 $ - $ -

650.6501.01

CONSTRUCTION STAKING STRUCTURE

LAYOUT B-13-954 EACH 1 $ - $ -

SPV.0060.01 TIMBER BRIDGE (B-13-954) EACH 1 $ - $ -

TOTAL:

5 Structure B-13-955 Engineer Estimate

ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL PRICE

203.0260.02

REMOVING STRUCTURE OVER

WATERWAY MINIMAL DEBRIS (WSOR

B418) EACH 1 $ - $ -

206.1101.02

EXCAVATION FOR STRUCTURES

BRIDGES B-13-955 EACH 1 $ - $ -

210.1500 BACKFILL STRUCTURE TYPE A TON 120 $ - $ -

465.0105 ASPHALTIC SURFACE TON 8 $ - $ -

502.0100 CONCRETE MASONRY BRIDGES CY 16 $ - $ -

505.0400

BAR STEEL REINFORCEMENT HS

STRUCTURES LB 4500 $ - $ -

00 41 00-4 BID

506.0105 STRUCTURAL STEEL CARBON LB 2900 $ - $ -

506.3014

WELDED STUD SHEAR CONNECTORS

3/4 X 6-INCH EACH 78 $ - $ -

550.2104

PILING CIP CONCRETE 10 3/4 X 0.25-

INCH LF 600 $ - $ -

606.0200 RIPRAP MEDIUM CY 70 $ - $ -

612.0406 PIPE UNDERDRAIN WRAPPED 6-INCH LF 80 $ - $ -

637.2210 SIGNS TYPE II NON-REFLECTIVE EACH 4 $ - $ -

645.0111 GEOTEXTILE TYPE DF SCHEDULE A SY 38 $ - $ -

645.0120 GEOTEXTILE FABRIC TYPE HR SY 152 $ - $ -

650.6501.02

CONSTRUCTION STAKING STRUCTURE

LAYOUT B-13-955 EACH 1 $ - $ -

SPV.0060.02 TIMBER BRIDGE (B-13-955) EACH 1 $ - $ -

TOTAL: $ -

6 Structure B-13-956 Engineer Estimate

ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL PRICE

203.0260.03

REMOVING STRUCTURE OVER

WATERWAY MINIMAL DEBRIS (WSOR

B420) EACH 1 $ - $ -

465.0105 ASPHALTIC SURFACE TON 7 $ - $ -

606.0200 RIPRAP MEDIUM CY 15 $ - $ -

637.2210 SIGNS TYPE II NON-REFLECTIVE EACH 4 $ - $ -

645.0120 GEOTEXTILE FABRIC TYPE HR SY 52 $ - $ -

650.6501.03

CONSTRUCTION STAKING STRUCTURE

LAYOUT B-13-956 EACH 1 $ - $ -

SPV.0060.03 TIMBER BRIDGE (B-13-956) EACH 1 $ - $ -

TOTAL $ -

7 Structure B-13-957 Engineer Estimate

ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL PRICE

203.0260.04

REMOVING STRUCTURE OVER

WATERWAY MINIMAL DEBRIS (WSOR

B422) EACH 1 $ - $ -

465.0105 ASPHALTIC SURFACE TON 8 $ - $ -

637.2210 SIGNS TYPE II NON-REFLECTIVE EACH 2 $ - $ -

650.6501.04

CONSTRUCTION STAKING STRUCTURE

LAYOUT B-13-957 EACH 1 $ - $ -

SPV.0060.04 TIMBER BRIDGE (B-13-957) EACH 1 $ - $ -

00 41 00-5 BID

8 Structure B-13-958 Engineer Estimate

ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL PRICE

203.0260.05

REMOVING STRUCTURE OVER

WATERWAY MINIMAL DEBRIS (WSOR

B424) EACH 1 $ - $ -

465.0105 ASPHALTIC SURFACE TON 11 $ - $ -

606.0200 RIPRAP MEDIUM CY 5 $ - $ -

637.2210 SIGNS TYPE II NON-REFLECTIVE EACH 2 $ - $ -

645.0120 GEOTEXTILE FABRIC TYPE HR SY 15 $ - $ -

650.6501.05

CONSTRUCTION STAKING STRUCTURE

LAYOUT B-13-958 EACH 1 $ - $ -

SPV.0060.05 TIMBER BRIDGE (B-13-958) EACH 2 $ - $ -

SPV.0060.08 PILE POSTING EACH 1 $ - $ -

TOTAL: $ -

9 Structure B-13-959 Engineer Estimate

ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL PRICE

203.0260.06

REMOVING STRUCTURE OVER

WATERWAY MINIMAL DEBRIS (WSOR

B426) EACH 1 $ - $ -

465.0105 ASPHALTIC SURFACE TON 10 $ - $ -

606.0200 RIPRAP MEDIUM CY 10 $ - $ -

637.2210 SIGNS TYPE II NON-REFLECTIVE EACH 2 $ - $ -

645.0120 GEOTEXTILE FABRIC TYPE HR SY 31 $ - $ -

650.6501.06

CONSTRUCTION STAKING STRUCTURE

LAYOUT B-13-959 EACH 1 $ - $ -

SPV.0060.06 TIMBER BRIDGE (B-13-959) EACH 2 $ - $ -

TOTAL: $ -

10 Structure B-13-960 Engineer Estimate

ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL PRICE

203.0260.07

REMOVING STRUCTURE OVER

WATERWAY MINIMAL DEBRIS (WSOR

B428) EACH 1 $ - $ -

465.0105 ASPHALTIC SURFACE TON 100 $ - $ -

637.2210 SIGNS TYPE II NON-REFLECTIVE EACH 2 $ - $ -

00 41 00-6 BID

650.6501.07

CONSTRUCTION STAKING STRUCTURE

LAYOUT B-13-960 EACH 1 $ - $ -

SPV.0060.07 TIMBER BRIDGE (B-13-960) EACH 15 $ - $ -

SPV.0060.08 PILE POSTING EACH 1 $ - $ -

Request for Proposals Appendix G 08/2017

APPENDIX G – AFFIDAVIT OF NON-COLLUSION

Instructions for Use

This format should be used for all sealed bid (Invitation for Bid) or negotiated (Request for Proposals) procurements. The bidder/offeror must be sign and date the document and have it notarized. The Affidavit must be submitted with the bid/proposal and filed with the bid/proposal in the Procurement History File.

Request for Proposals Appendix G 08/2017

AFFIDAVIT OF NON-COLLUSION

Solicitation Number ___________________

I hereby swear (or affirm) under the penalty of perjury:

1. That I am the responder (if the responder is an individual), a partner in the company (if the responder is a company) or an officer or employee of the responding corporation having the authority to sign on its behalf (if the responder is a corporation);

2. That the attached offer (proposal) has been arrived at by the responder (Offeror) independently and has been submitted without collusion with and without any agreement, understanding, or planned common course of action with any other firm or entity designed to limit fair and open competition;

3. That the contents of the solicitation response (the Offeror’s proposal) have not been communicated by the responder or its employees or agents to any person not an employee or agent of the responder and will not be communicated to any such persons prior to the official opening of the solicitation responses (Offers); and

4. I certify that the statements in this affidavit are true and accurate.

Authorized Signature: ________________________________

Date: _____________

Name of Firm or Entity: _______________________________

Subscribed and sworn to me this ___ date of ______

Signed Notary Public: _________________________________

My Commission Expires: _______________________________

Bid No. 326012 Public Works Construction Contract rev. 05/2025 00 52 96 - 1

COUNTY OF DANE

PUBLIC WORKS CONSTRUCTION CONTRACT

WALKING IRON TRAIL

Wis Dot Construction ID: 5666-00-79 Contract No.:

Bid No.: 326012 Authority: 2025 RES-

THIS CONTRACT, made and entered into as of the date by which authorized representatives of both parties have affixed their signatures, by and between the County of Dane (hereafter referred to as “COUNTY”) and (hereafter, “CONTRACTOR”), and

W I T N E S S E T H :

WHEREAS, COUNTY, whose address is c/o Public Works Director, 1919 Alliant Energy Center Way, Madison, WI 53713, desires to have CONTRACTOR provide all Work as specified in the Contract Documents for Walking Iron Trail – (WisDOT ID 5666-00-79) (“the Project”); and

WHEREAS, CONTRACTOR, whose address is is able and willing to construct the Project, in accordance with the Construction Documents;

NOW, THEREFORE, in consideration of the above premises and the mutual covenants of the parties hereinafter set forth, the receipt and sufficiency of which is acknowledged by each party for itself, COUNTY and CONTRACTOR do agree as follows:

1. CONTRACTOR agrees to construct, for the price of $______________________the Project and at the CONTRACTOR’S own proper cost and expense to furnish all materials, supplies, machinery, equipment, tools, superintendence labor, insurance, and other accessories and services necessary to complete the Project in accordance with the conditions and prices stated in the Bid, General Conditions of Contract, any and all Addenda, the drawings which include all maps, plats, plans, and other drawings and printed or written explanatory matter thereof, and the specifications therefore as prepared by MSA Professional Services, Inc. (hereinafter referred to as “the Architect / Engineer”), and as enumerated in the Project Manual Table of Contents, all of which are made a part hereof and collectively evidence and constitute the Contract.

2. The term of this Contract shall commence when fully executed by the parties. The CONTRACTOR shall commence the Work by June 15, 2026. The Work’s substantial completion date shall be May 28, 2027. Failure to meet commence work or substantial completion dates on the Work as set forth herein is grounds for termination of the Contract and other remedies as set forth in the General Conditions of Contract incorporated herein.

3. COUNTY agrees to pay the CONTRACTOR in current funds for the performance of the Contract subject to additions and deductions, as provided in the General Conditions of Contract, and to make payments on account thereof as provided in Article entitled, “Payments to Contractor” of the General Conditions of Contract.

rev. 05/2025 00 52 96 - 2

4. During the term of this Contract, CONTRACTOR agrees to take affirmative action to ensure equal employment opportunities. The CONTRACTOR agrees in accordance with Wisconsin Statute 111.321 and Chapter 19 of the Dane County Code of Ordinances not to discriminate on the basis of age, race, ethnicity, religion, color, gender, disability, marital status, sexual orientation, national origin, cultural differences, ancestry, physical appearance, arrest record or conviction record, military participation or membership in the national guard, state defense force or any other reserve component of the military forces of the United States, or political beliefs. Such equal opportunity shall include, but not be limited to, the following: employment, upgrading, demotion, transfer, recruitment, advertising, layoff, termination, training, rates of pay, and any other form of compensation. CONTRACTOR agrees to post in conspicuous places, available to all employees and applicants for employment, notices setting forth the provisions of this paragraph.

5. CONTRACTOR shall file an Affirmative Action Plan with the Dane County Contract Compliance Specialist in accord with Chapter 19 of the Dane County Code of Ordinances. CONTRACTOR must file such plan within fifteen (15) business days of the effective date of this Contract. During the term of this Contract CONTRACTOR shall also provide copies of all announcements of employment opportunities to COUNTY’S Office of Equity & Inclusion, and shall report annually the number of persons, by race, ethnicity, gender, and disability status, which apply for employment and, similarly classified, the number hired and number rejected.

6. During the term of this Contract, all solicitations for employment placed on CONTRACTOR’S behalf shall include a statement to the effect that CONTRACTOR is an “Equal Opportunity Employer”.

7. CONTRACTOR agrees to furnish all information and reports required by COUNTY’S Contract Compliance Specialist as the same relate to affirmative action and nondiscrimination, which may include any books, records, or accounts deemed appropriate to determine compliance with Chapter 19, Dane County Code of Ordinances, and the provisions of this Contract.

8. The intent of this Contract is to be a Contract solely between the parties hereto and for their benefit only.

Do not construe any part of this Contract to add to, supplement, amend, abridge or repeal existing rights, benefits or privileges of any third party or parties including, but not limited to, employees of the parties.

9. The entire agreement of the parties is contained herein and this Contract supersedes any and all oral agreements and negotiations between the parties relating to the subject matter hereof. The parties expressly agree that the express terms of this Contract shall not be amended in any fashion except in writing, executed by both parties.

10. CONTRACTOR must be qualified as a Best Value Contractor or have proven their exemption with Dane County Public Works Engineering Division before Bid Due Date / Time. All contractors and subcontractors must be qualified as a Best Value Contractor or have proven their exemption to perform any work under this Contract.

11. This Contract, and any amendment or addendum relating to it, may be executed and transmitted to any other party by legible facsimile reproduction or by scanned legible electronic PDF copy, and utilized in all respects as, an original, wet-inked manually executed document. Further, this Contract and any amendment or addendum thereto, may be stored and reproduced by each party electronically, photographically, by photocopy or other similar process, and each party may at its option destroy any original document so reproduced. All parties hereto stipulate that any such legible reproduction shall be admissible in evidence as the original itself in any judicial, arbitration or administrative proceeding whether or not the original is in existence and whether or not each party made such reproduction in the regular course of business. This term does not apply to the service of notices under this Contract.

rev. 05/2025 00 52 96 - 3

IN WITNESS WHEREOF, COUNTY and CONTRACTOR, by their respective authorized agents, have caused this Contract and its Schedules to be executed, effective as of the date by which all parties hereto have affixed their respective signatures, as indicated below.

FOR CONTRACTOR:

Signature Date

Printed or Typed Name and Title

Signature Date

Printed or Typed Name and Title

NOTE: If CONTRACTOR is a corporation, Secretary should attest. In accordance with IRS Regulations, unincorporated entities are required to provide either their Social Security or Employer Number in order to receive payment for services rendered.

This Contract is not valid or effectual for any purpose until approved by the appropriate authority designated below, and no work is authorized until the CONTRACTOR has been given notice to proceed by COUNTY’S Public Works Director.

FOR COUNTY:

Melissa Agard, County Executive Date

Scott McDonell, County Clerk Date

Bid No. 326012 General Conditions of Contract rev. 02/24 00 72 13 - 1

SECTION 00 72 12

GENERAL CONDITIONS OF CONTRACT

TABLE OF CONTENTS

1. CONSTRUCTION DOCUMENTS

2. DEFINITIONS

3. ADDITIONAL INSTRUCTIONS AND DRAWINGS

4. SHOP DRAWINGS, PRODUCT DATA AND SAMPLES

5. CUTTING AND PATCHING

6. CLEANING UP

7. USE OF SITE

8. MATERIALS AND WORKMANSHIP

9. CONTRACTOR’S TITLE TO MATERIALS

10. “OR EQUAL” CLAUSE

11. PATENTS AND ROYALTIES

12. SURVEYS, PERMITS, REGULATIONS AND TAXES

13. CONTRACTOR’S OBLIGATIONS AND SUPERINTENDENCE

14. WEATHER CONDITIONS

15. PROTECTION OF WORK AND PROPERTY

16. INSPECTION AND TESTING OF MATERIALS

17. REPORTS, RECORDS AND DATA

18. CHANGES IN THE WORK

19. EXTRAS

20. TIME FOR COMPLETION

21. CORRECTION OF WORK

22. SUBSURFACE CONDITIONS FOUND DIFFERENT

23. RIGHT OF DEPARTMENT TO TERMINATE CONTRACT

24. CONSTRUCTION SCHEDULE AND PERIODIC ESTIMATES

25. PAYMENTS TO CONTRACTOR

26. WITHHOLDING OF PAYMENTS

27. ACCEPTANCE OF FINAL PAYMENT AS RELEASE

28. PAYMENTS BY CONTRACTOR

29. CONTRACT SECURITY

30. ASSIGNMENTS

31. MUTUAL RESPONSIBILITY OF CONTRACTORS

32. SEPARATE CONTRACTS

33. SUBCONTRACTS

34. PUBLIC WORKS PROJECT MANAGER’S AUTHORITY

35. CONSULTANT’S AUTHORITY

36. STATED ALLOWANCES

37. ESTIMATES OF QUANTITIES

38. LANDS AND RIGHTS-OF-WAY

39. GENERAL GUARANTEE

40. CONFLICTING CONDITIONS

41. NOTICE AND SERVICE THEREOF

42. PROTECTION OF LIVES AND HEALTH

43. AFFIRMATIVE ACTION PROVISION AND MINORITY / WOMEN /

DISADVANTAGED BUSINESS ENTERPRISES

44. COMPLIANCE WITH FAIR LABOR STANDARDS

45. USE AND OCCUPANCY PRIOR TO ACCEPTANCE

46. CLAIMS

47. ANTITRUST AGREEMENT

48. INSURANCE

49. WISCONSIN LAW CONTROLLING

rev. 02/24 00 72 13 - 2

1. CONSTRUCTION DOCUMENTS

A. Construction Documents, listed in Table of Contents of this Specification volume shall form part of this Contract and provisions of Construction Documents shall be as binding upon parties as if they were fully set forth in Contract itself.

B. These shall also be considered as part of Construction Documents: Addenda, including additions and modifications incorporated in such addenda before execution of Contract;

requests for information; construction bulletins; change orders; and written interpretations by Architect / Engineer or Public Works Project Manager that are made after execution of Contract.

C. Construction Documents are complementary, and what is required by one shall be as binding as if required by all. Intent of Construction Documents is to include all labor, materials and equipment necessary for proper execution of the Work.

2. DEFINITIONS

A. These terms as used in this Contract are respectively defined as follows:

1. All uses of term “County” in Construction Documents shall mean Dane County.

2. All uses of term “Department” in Construction Documents shall mean Department of

Administration - Public Works Engineering Division, which is a unit of Dane County government. Department is County agency overseeing Contract with Contractor.

3. Public Works Project Manager is appointed by and responsible to Department. Public Works Project Manager has authority to act on behalf of Department and will sign change orders, payment requests and other administrative matters related to projects.

4. Public Works Project Manager is responsible for supervision, administration and management of field operations involved in construction phase of this Work.

5. Term “Work” includes all labor, equipment and materials necessary to produce project required by Construction Documents.

6. Term “Substantial Completion” is date when project or specified area of project is certified by Architect / Engineer that construction is sufficiently completed, in accordance with Construction Documents, and as modified by any subsequent changes agreed to by parties, so that County may occupy project or specified area of project for use for which it was intended subject to permit approval for occupancy.

7. Term “Bid” includes all information submitted electronically by bidder in Dane County Procurement Portal.

8. Contractor is person, firm, or corporation with whom County makes Contract. Though multiple contracts may be involved, Construction Documents treat them throughout as if each were of singular number.

3. ADDITIONAL INSTRUCTIONS AND DRAWINGS

A. Contractor may be furnished additional instructions and detail drawings as necessary to carry out the Work included in Contract. Additional drawings and instructions thus supplied to Contractor will coordinate with Construction Documents and will be so prepared that they can be reasonably interpreted as part thereof. Contractor shall carry out the Work in accordance with additional detail drawings and instructions.

rev. 02/24 00 72 13 - 3

4. SHOP DRAWINGS, PRODUCT DATA AND SAMPLES

A. All Submittals:

1. Contractor shall maintain updated Submittal Log containing status of all Shop Drawings, Product Data or Samples submissions minimally including comments & dates submitted & approved.

2. Revise and resubmit submittals as required; identify all changes made since previous submittal.

3. Submittal form to identify Project, Contractor, Subcontractor or supplier and pertinent Construction Documents references.

4. Apply Contractor's stamp, signed or initialed, certifying that review, verification of Products required, field dimensions, adjacent construction work, and coordination of information is in accordance with requirements of the Work and Construction Documents.

5. Identify variations from Construction Documents and Product or system limitations that may be detrimental to successful performance of completing the Work.

6. Unless otherwise specified, Contractor shall submit electronic copies of all Shop Drawings & Product Data for each submission.

7. Contractor shall not commence any work requiring Shop Drawing, Product Data or Sample submission until Architect / Engineer has approved submission. All such work shall be in accordance with approved Shop Drawings, Product Data and Samples.

8. By stamping and submitting Shop Drawings, Product Data and Samples, Contractor thereby represents that they have or will determine and verify all field measurements, field construction criteria, materials, catalog numbers, and similar data and that they have checked and coordinated each Shop Drawing, Product Data and Sample with requirements of the Work and of Construction Documents. Architect / Engineer shall return without examination, Shop Drawings, Product Data and Samples not so noted.

9. Section 00 73 00 - Supplementary Conditions details any additional, submittal-specific requirements beyond those in this sub-section.

B. Shop Drawings Submittals:

1. Contractor shall review Shop Drawings and place their dated stamp thereon to evidence their review and approval and shall submit with reasonable promptness and in orderly sequence to cause no delay in the Work or in work of any other contractor. At time of submission, Contractor shall inform Architect / Engineer in writing of any deviation in Shop Drawings or Samples from requirements of Construction Documents.

2. Architect / Engineer will review and approve or reject Shop Drawings with reasonable promptness to cause no delay. Architect / Engineer’s approval shall not relieve Contractor from responsibility for errors or omissions in Shop Drawings.

3. Contractor shall keep on site of the Work, approved or conformed copy of Shop Drawings and shall at all times give Department access thereto.

4. All Shop Drawings from any one Contractor should be numbered consecutively and on cover sheet shall bear name and location of project, name of Contractor, date of submittal and date of each correction or revision and associated Specification section and page number.

C. Product Data Submittals:

1. Contractor shall submit, on an on-going basis and as directed, Product Data such as brochures that shall contain catalog cuts and specifications of all furnished mechanical and electrical equipment. After Architect / Engineer’s final approval, keep one (1) copy at job site by Contractor for reference purposes.

2. Mark each copy to identify applicable products, models, options, and other data.

Supplement manufacturer's standard data to provide information unique to this Project.

rev. 02/24 00 72 13 - 4

3. Submit manufacturers' printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, in quantities specified for Product Data.

4. Submit manufacturers' certificate for review, in quantities specified for Product Data.

Indicate material or Product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.

D. Samples Submittals:

1. Samples shall consist of physical examples furnished by Contractor in sufficient size and quantity to illustrate materials, equipment or workmanship, and to establish standards to compare the Work.

a) Submit Samples to Architect / Engineer & Public Works Project Manager. Submit

Samples in sufficient quantity (minimum of one (1)) to permit Architect / Engineer to make all necessary tests and of adequate size showing quality, type, color range, finish, and texture. Label each Sample stating material, type, color, thickness, size, project name, and Contractor’s name.

b) Submit transmittal letter requesting approval, and prepay transportation charges to Architect / Engineer’s office on samples forwarded.

c) Materials installed shall match approved Samples.

5. CUTTING AND PATCHING

A. Contractor shall be responsible for all cutting, fitting or patching required to make its parts fit together properly in the Work.

B. Contractor shall not damage or endanger portion of the Work or fully or partially completed construction of County or separate contractors by cutting, patching or otherwise altering such construction, or by excavation. Contractor shall not cut or otherwise alter such construction by County or separate contractor except with written consent of County and of such separate contractor; such consent shall not be unreasonably withheld. Contractor shall not withhold unreasonably from County or separate contractor, Contractor’s consent to cutting or otherwise altering the Work.

6. CLEANING UP

A. Contractor shall keep premises and surrounding area free from accumulation of waste materials or rubbish caused by operations under Contract. Contractor shall remove from and about the Work waste materials, rubbish, Contractor’s tools, construction equipment, machinery, and surplus materials at completion of the Work. Contractor shall maintain streets and sidewalks around the Work site in clean condition. Contractor shall remove all spillage and prevent tracking of spillage arising from performance of the Work, into, out of, and within the Work site. Contractor shall establish regular maintenance program of sweeping, and / or hosing to minimize accumulation of dirt and dust upon such areas.

B. If Contractor fails to clean up as directed in Construction Documents, County may do so and shall charge Contractor cost thereof.

7. USE OF SITE

A. Contractor shall provide County and Architect / Engineer access to the Work under all circumstances.

rev. 02/24 00 72 13 - 5

B. Contractor shall confine operations at site to areas permitted by County, law, ordinance, permits and Construction Documents and shall not unreasonably encumber site with materials and equipment.

8. MATERIALS AND WORKMANSHIP

A. Contractor shall perform all work and furnish all supplies and materials, machinery, equipment, facilities and means, necessary to complete the Work required by this Contract, within time specified, in accordance with provisions of Construction Documents.

B. All equipment and materials incorporated in the Work covered by this Contract are to be new;

use recycled and / or recovered materials to extent that such use is technically and economically feasible. Recovered materials are products recovered from solid waste in form identical to original form for use that is same as, or similar to original use. Recycled materials are products manufactured from solid waste.

C. If requested, Contractor shall furnish satisfactory evidence as to kind and quality of construction materials proposed or used. Contractor shall furnish to Architect / Engineer, for approval, manufacturer name and model, performance capacities and other pertinent information of machinery, mechanical, electrical or other types of equipment, which Contractor plans to install.

D. If not otherwise provided, materials and labor called for in this Contract shall be provided and performed in accordance with established practice and standards recognized by Architects, Engineers, Department, and construction industry.

E. Reference to “Standard” specifications of any association or manufacturer, or codes of County authorities, intends most recent printed edition or catalog in effect on date that corresponds with date of Construction Documents.

F. Whenever reference is made in Specifications that work shall be “performed”, “applied”, in accordance with “manufacturer’s directions or instructions”, Contractor to whom those instructions are directed shall furnish three (3) printed copies of such instructions to Architect / Engineer before execution of the Work.

9. CONTRACTOR’S TITLE TO MATERIALS

A. Contractor or any subcontractor shall not purchase materials or supplies for the Work subject to…