Eckert_Road_Bridges_2147_and_2148–_Boise_River_and_Ridenbaugh_Canal,_Eckert_Road_and_Boise_Avenue_Roundabout_(Addendum_#5_Revision).pdf

Ada County Highway District

5800 North Meeker Avenue – Boise, ID 83713 Phone (208) 387-6100 - FAX (208) 345-7650

Website: www.achdidaho.org

Eckert Road Bridges 2147 and 2148– Boise River and

Ridenbaugh Canal, Eckert Road and Boise Avenue Roundabout

CT227-01

Contract Documents July 28, 2026

Miranda Gold, President http://www.achdidaho.org/

Invitation To Bid #CT227-01 Title: Eckert Road Bridges 2147 and 2148– Boise River and Ridenbaugh Canal, Eckert Road and Boise Avenue Roundabout

Alexis Pickering, Vice-President Kent Goldthorpe, Commissioner Dave McKinney, Commissioner Patricia Nillson, Commissioner Ryan Head, Director

Ada County Highway District

INVITATION TO BID

CT227-01

Eckert Road Bridges 2147 and 2148– Boise River and Ridenbaugh Canal, Eckert Road and Boise Avenue

Roundabout

I. Legal Notice II. Introduction III. Instructions to Bidders IV. Bid Schedule V. Special Provisions VI. Vendor Questionnaire VII. General Conditions

Attachments:

A - VicinityMap B - Combined Special Provisions 1 - 120 C - LILB Minimum Testing Requirements - SP Eckert Road Bridges

- Eckert Road - Boise Ave Roundabout D - Utility Information Sheet E - Eckert Bridges SWPPP Narrative F - Eckert Roundabout SWPPP Template G - NMID Approval Letter 07/16/2026 H - Infiltration Letter - Eckert Road and Boise Avenue Roundabout

- 62235109A I - Geotechnical Engineering Report - Eckert Road Boise River Bridge J - Roadway Materials Report - Eckert Rd-Boise River - Ridenbaugh Canal Bridges K - Environmental Documents - Eckert Road Bridge - Boise River -

LILB

L - Environmental Document - Permit Boise River - Bridge Replacement M - Eckert Bridges - Ridenbaugh Canal Bridge PLAN SHEETS 1-54 N - Eckert Bridges - Boise River PLAN Sheet 1-71

O - Eckert Bridges Roadway Plan Sheet 1 - 109 P - Eckert Bridges Greenbelt Link Plan Sheets 1-14 Q - Eckert Bridges Utility Plans 1-9 R - Cross Sections - Eckert Bridges PS&E 1-29 S - Eckert Roundabout Plan Sheets 1-65 T - Bid Bond U - SAMPLE Contract Agreement V - Final Bridge Hydraulics Report - Addendum One W - Cofferdam Hydraulics Memo - Addendum One X - 2147 Eckert Utility Hang Plan Sheet - Addendum One Y - 12805 Bridge Plans - Addendum One Z - 12805 Plans - Addendum One AA - 12810 Bridge Plans part 1 - part 4 - Addendum One BB - Eckert Roundabout Surface Export - This Document is in XML Format - FOR VIEWING PURPOSES ONLY - Addendum One CC - Geotechnical Engineering Report - Eckert Road, Boise River Bridge - Addendum One DD - Boise Parks Multi-Use Path- Concrete - Addendum One EE - Proposed Merged Surface - This Document is in XML Format - FOR VIEWING PURPOSES ONLY - Addendum One FF - Proposed FG Roadway and Bridge Deck - This Document is in XML Format - FOR VIEWING PURPOSES ONLY - Addendum One GG - Basin Inlet Protection - ADDENDUM TWO HH - Eckert Boise River - Global Analysis-UPDATED - ADDENDUM

TWO

II - BR12805 Repair - ADDENDUM TWO JJ - BK12810 Repair - ADDENDUM TWO KK - 12806 12811 Eckert Bridges Utility Vault Detail - ADDENDUM

TWO

LL - CADD FILE - Eckert Road Bridges - WORKMAP-20260211 linework - FOR VIEWING PURPOSES ONLY MM - CADD FILE - Eckert Road Bridges - ECKERT HDR DESIGN

20260630 - FOR VIEWING PURPOSES ONLY

NN - CADD FILE - Eckert Road Bridges -24006-Topo-(Bridge Surface) - FOR VIEWING PURPOSES ONLY OO - CADD FILE - Eckert Road Bridges -24006-Topo-(EG) - FOR

VIEWING PURPOSES ONLY

PP - CADD FILE - Eckert Road Bridges -Benchmarks - FOR

VIEWING PURPOSES ONLY

QQ - CADD FILE - Eckert Road Bridges -Calibration Point Table -

FOR VIEWING PURPOSES ONLY

RR - CADD FILE - Eckert Road Bridges -TBMs 5-18-26 - FOR

VIEWING PURPOSES ONLY

SS - CADD FILE - Eckert Road Bridges -TBMs 5-18-26 - FOR

VIEWING PURPOSES ONLY

TT - CADD FILE - Eckert-Boise Ave Roundabout - Updated boundary linework - FOR VIEWING PURPOSES ONLY UU - CADD FILE - Eckert-Boise Ave Roundabout - 24006-Topo- (Bridge Surface) - FOR VIEWING PURPOSES ONLY VV - CADD FILE - Eckert-Boise Ave Roundabout - 24006-Topo-(EG)

- FOR VIEWING PURPOSES ONLY

WW - CADD FILE - Eckert-Boise Ave Roundabout - Add Topo

020926 - FOR VIEWING PURPOSES ONLY

XX - CADD FILE - Eckert-Boise Ave Roundabout - B&N combined basemap - FOR VIEWING PURPOSES ONLY YY - CADD FILE - Eckert-Boise Ave Roundabout - Eckert Bridge - Corners Monuments - All points through 021226 - FOR VIEWING

PURPOSES ONLY

ZZ - CADD FILE - Eckert-Boise Ave Roundabout - Eckert Survey Information - FOR VIEWING PURPOSES ONLY

Legal Notice Ada County Highway District

Invitation to Bid Eckert Road Bridges 2147 and 2148– Boise River and Ridenbaugh Canal, Eckert Road and Boise Avenue Roundabout Contract Number: CT227-01 Project Number: 225044, 225045, and 325043 GIS Number: N/A Project Location: Boise, Idaho Only electronically sealed bids will be received by Ada County Highway District (ACHD) until 3:00 pm, Wednesday, September 2, 2026, at which time they will be publicly opened via Zoom.

Be advised that ACHD may have more than one (1) bid opening scheduled for Wednesday, September 2, 2026, at 3:00 pm. ACHD will conduct the bid openings scheduled for that date and time individually and in an order established solely by ACHD that best suits its business needs. All proposals must be electronically sealed and submitted via ACHD's eProcurement portal https://procurement.opengov.com/portal/achdidaho. Manual/Paper bids will be deemed non-responsive.

All electronic bidders must first register on the ACHD eProcurement portal at https://procurement.opengov.com/portal/achdidaho. No fee will be incurred to bid electronically. Bidders will have the option to Subscribe to all ACHD solicitations and receive email notifications.

Following the Bid Opening, the Bid Results will be available from the eProcurement Portal.

In accordance with the plans and specifications, this work shall consist of Demolition of the existing bridge structures; construction of new bridges over the Boise River and Ridenbaugh Canal; construction of a single-lane roundabout at the intersection of Eckert Road and Boise Avenue; and reconstruction of roadway approaches. Additional improvements include construction of a multi-use pathway along the west side of Eckert Road between the Boise River Greenbelt and Boise Avenue. Construction of a Greenbelt underpass beneath Eckert Road connecting the existing and future Greenbelt with the Dallas Harris Legacy Walkway, and modifications to the Barber Park driveway access. The project also includes roadway excavation and embankment, pavement construction, curb, gutter, sidewalks, retaining walls, drainage improvements, irrigation and utility adjustments, traffic control, permanent signing and pavement markings, illumination, landscaping, erosion and sediment control, environmental protection measures, and all other work necessary to complete the project in accordance with plans and specifications. .

All work involving irrigation and/or bridge work shall be completed in accordance with the NMID Approval Letter 07/16/2026, in the "Attachments" section, unless otherwise approved by the irrigation district. All other work shall be completed in its entirety on or before June 21, 2028. The completion dates are predicated on the intent of ACHD to issue a Notice to Proceed to the Contractor on or about October 1, 2026. ACHD shall be entitled to Liquidated Damages of Twelve Thousand Dollars ($12,000.00) for each calendar day of delay in the completion of the work. A delay on one portion of the project does not justify delays on other portions of the project. The contractor shall be liable for any and all damage charges filed as a result of disruption of irrigation water delivery. Liquidated damage assessments shall be cumulative and concurrent.

All questions or requests for clarification regarding this Invitation to Bid, including the content and requirements of the Bid and Contract Documents, must be submitted in writing through the "Question and Answer" section of the ACHD eProcurement Portal and must be submitted no later than 12:00 pm on Friday, August 21, 2026. Questions submitted by any other method, including manual delivery or email, will not be accepted, nor will questions be accepted after the designated Question and Answer deadline. Bidders are strongly advised to observe the stated deadline for submitting inquiries. To ensure timely receipt of updates, bidders are https://procurement.opengov.com/portal/achdidaho https://procurement.opengov.com/portal/achdidaho encouraged to select "Follow" on this Bid within the eProcurement Portal to receive automated email notifications when responses are posted. Notwithstanding such notifications, it remains the sole responsibility of each bidder to monitor the eProcurement Portal for updates and responses regularly. Any interpretation, clarification, or modification of the ITB that may affect its substance will be issued only in writing in the form of an Addendum and will be made available through the eProcurement Portal. It is the bidder's responsibility to review and acknowledge all Addenda before submitting a Bid.

A Plan Holders List will be posted on the eProcurement Portal.

ACHD has prepared the Invitation to Bid (ITB) including the Plan Sets for the proposed project.

These ITB and Plans are available for download at the eProcurement Portal.

Except as modified herein, all construction shall conform to the currently adopted Edition of the IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), and approved supplements, for use in the ACHD rights-of-way. Except as modified herein, any bridge construction shall conform to the currently adopted Edition of State of Idaho STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION including the current edition of the Supplements and Standard Drawings.

Proposals must be accompanied by an original or photocopy or electronic version, e.g. PDF, FAX, etc. of certified check, cashier's check, or a bid bond (collectively referred to hereafter as “Bid Security”) issued by a surety authorized to issue such bonds in the State of Idaho, in an amount of ten percent (10%) of the total amount of the proposal submitted. If a photocopy or electronic version of a certified check, or cashier's check is provided with the proposal, an original certified check or cashier's check shall be submitted to ACHD within 48 hours of the bid opening. In addition, any Contractor submitting a Certified Check or Cashier's Check for Bid Security will be required to submit within 48 hours of the bid opening, a letter from their bonding company stating that it will guarantee bonding for the Bidder, in the event said Bidder is notified via a “Notice of Intent to Award Letter,” that it is the apparent low-cost Bidder and may be awarded the contract. Said letter is to be included with the Proposal Form, and shall name the Bidder, project number, and the amount of bonding value being guaranteed.

The apparent low-cost responsive Bidder will be required to furnish the necessary additional bond(s) for the faithful performance of the contract and supply the necessary insurance documents as prescribed in the ITB.

The right is reserved to reject all proposals or reject any proposal not conforming to the intent and purpose of the Contract Documents whenever such action appears to be in the best interest of ACHD. Award of a contract pursuant to this invitation may be delayed, without penalty, for up to sixty (60) calendar days after the date of bid.

PROVISION 1 - PUBLIC WORKS CONTRACTORS LICENSE

This Public Works project is not financed in whole or in part by Federal Aid funds. Bid proposals will be accepted only from those contractors including prime contractors, subcontractors and/or specialty contractors, who, prior to bid, hold current licenses as public works contractors in the State of Idaho. A Type 1, 2, or 4 License is required for ACHD contract work. A Type 4 License shall include the appropriate “specialty” categories related to roadway construction.

Prospective bidders not holding such license should contact Public Works Contractor State License Board at 11341 West Chinden Boulevard, Boise, Idaho, 208-334-3950.

Expected Contract Bonding Requirement: $25,000,000.00 Date: Tuesday, July 28, 2026

ADA COUNTY HIGHWAY DISTRICT

Dates of Advertisement: July 28, August 4, and 11, 2026

Introduction Summary Major work includes demolition of the existing bridge structures; construction of new bridges over the Boise River and Ridenbaugh Canal; construction of a single-lane roundabout at the intersection of Eckert Road and Boise Avenue; and reconstruction of roadway approaches.

Additional improvements include construction of a multi-use pathway along the west side of Eckert Road between the Boise River Greenbelt and Boise Avenue. Construction of a Greenbelt underpass beneath Eckert Road connecting the existing and future Greenbelt with the Dallas Harris Legacy Walkway, and modifications to the Barber Park driveway access. The project also includes roadway excavation and embankment, pavement construction, curb, gutter, sidewalks, retaining walls, drainage improvements, irrigation and utility adjustments, traffic control, permanent signing and pavement markings, illumination, landscaping, erosion and sediment control, environmental protection measures, and all other work necessary to complete the project in accordance with plans and specifications.

All work involving irrigation and/or bridge work shall be completed in accordance with the NMID Approval Letter 07/16/2026, in the "Attachments" section, unless otherwise approved by the irrigation district.

Background NOTE: Bid Opening Zoom Meeting Link:

Join Zoom Meeting:

BID ZOOM MEETING LINK

Meeting ID: 853 4920 0922 Passcode: 028768

Contact Information Mike Fagerness

Procurement & Contracting Administrator

5800 N Meeker Ave

Boise, ID 83713

Email: mfagerness@achdidaho.org

Phone: (208) 387-6316 Department:

ROW and Project Management

Timeline

Release Project Date July 28, 2026

Question Submission Deadline August 21, 2026, 12:00pm

Question Response Deadline August 24, 2026, 4:00pm

Proposal Submission Deadline September 2, 2026, 3:00pm

Instructions to Bidders The following Instructions to Bidders are General Requirements that apply to Electronic Procurements.

FORMAT

The Contract Documents are divided into parts, divisions, and sections in keeping with Industry practice in order to separate categories of subject matter for convenient reference thereto. Generally, there has been no attempt to divide the specification sections into work performed by the various building trades, work by separate subcontractors, or work required for separate facilities in the project.

https://achdidaho-org.zoom.us/j/85349200922?pwd=dtq8xszPhoE9Sg6Zw9WxR0KcaLRxgM.1 mailto:mfagerness@achdidaho.org tel:(208)387-6316

GENERAL DESCRIPTION OF THE PROJECT

A general description of the work to be done is contained in the Invitation to Bid (ITB). The scope is indicated on the accompanying drawings and specified in the applicable parts of these Contract Documents.

DOCUMENT INTERPRETATION

A. The Contract Documents governing the work proposed herein consist of the drawings and all material bound herewith. Said documents are intended to be compatible and to provide all details reasonably required for the execution of the proposed work.

B. Anyone submitting a proposal shall have thoroughly examined all the Contract Documents. Should there be any doubt as to any meaning or intent of any Contract Document statement or provision, all questions or clarifications must be posted in the Q&A section of the solicitation located at the eProcurement Portal located at https://procurement.opengov.com/portal/achdidaho . All questions or clarifications must be submitted by noon on the Monday prior to the Bid Opening.

C. Any interpretation that may alter or change the Contract Documents will be digitally published, in the form of Addenda, which will be furnished to officially listed Plan Holders via the eProcurement Portal . Bidders shall acknowledge receipt of Addenda as instructed.

BIDDER'S UNDERSTANDING

A. Each Bidder must inform their self of the conditions relating to the execution of the work, and it is assumed that the Bidder will adequately inspect the site and become thoroughly familiar with all site conditions and the Contract Documents. Failure to do so will not relieve the successful Bidder of their obligation to enter into a contract and complete the contemplated work in strict accordance with the Contract Documents. It shall be the Bidder's obligation to verify complete satisfaction to all information concerning all site conditions.

B. Ada County Highway District (ACHD) will make available for inspection by prospective Bidders, upon request and prior to the final inquiry deadline, during regular business hours, any information that it may have as to the subsurface conditions and surface topography at the work site. Investigations, if any, conducted by ACHD of subsurface conditions were made for the purpose of study and design and the ACHD does not assume any responsibility whatever with respect to the sufficiency of borings or of the logs of test borings or of other investigations that have been made or of the interpretations made therefrom; and there is no warranty or guarantee, either expressed or implied, that the conditions indicated by such investigations are representative of those existing through-out such area, or any part thereof.

C. Logs of test borings or topographic maps showing a record of the data obtained by ACHD investigations of surface and subsurface conditions that are made available or bound herewith shall not be considered a part of the contract documents; said logs represent only the opinion of the Engineer as to the character of the materials encountered by the Engineer in their investigations and is provided only for the convenience of the Bidders.

D. Information derived from inspection of logs of test borings, or topographic maps, or from drawings showing location of utilities and structures will not in any way relieve the Bidder from any risk or the responsibility to properly examine the site and make such additional investigations as necessary or from properly fulfilling all the terms of the Contract Documents.

E. Each Bidder shall inform their self of, and the Bidder awarded a contract shall comply with, all Federal, State, and local laws, statutes and ordinances relative to the execution of the work. This requirement includes, but is not limited to, applicable regulations concerning minimum wage rates; non-discrimination in the employment of labor;

protection of public and employee safety and health; environmental protection; the protection of natural resources; fire protection; burning and non-burning requirements; permits, fees and similar requirements.

F. The submission of a Bid will constitute an incontrovertible representation by the Bidder that the Bidder has been given adequate opportunity to get acquainted with the scope of the Work, the conditions imposed upon execution of the Work and to the Bidder’s satisfaction, has resolved any questions regarding any perceived conflicts, ambiguities, errors, and discrepancies contained within the Contract Documents.

G. ACHD has prepared and upon request will provide prospective Bidders with electronic versions of the Contract Documents and Proposal Documents for Submittal including the Design Plan Sets and Specifications for the proposed project in PDF format. The original digital copy of the electronic design data is retained on file at the ACHD. The electronic data is provided for Bidder convenience and information and will not become part of the Contract. No guarantee or warranty is made by ACHD that the electronic design data provided to the Bidder is compatible with any of the systems that are used by the Bidder, is complete, is representative of the actual conditions at the sight of work, or accurately reflects the quantities and character of the actual work required. The furnishing of electronic design data does not relieve the Bidder from risks or of duty to make examination and investigations of the site of work or of other responsibilities as outlined in the Contract Documents including, but not limited to, the General Conditions.

DRAWINGS

The number of drawings consists of Three Hundred Fifty-One (351) Plan Sheets.

TYPE OF PROPOSAL

A. Unit Price: When the proposal for the work is to be submitted on a unit price basis, unit price bids will be required for all items of work set forth in the proposal, except those designated to be paid for as a lump sum. IN CASE OF DISCREPANCY BETWEEN UNIT

PRICES AND TOTALS, UNIT PRICES WILL PREVAIL.

1. The estimate of quantities of work to be done is tabulated in the Contract Documents and, although stated with as much accuracy as reasonably possible, is approximate only and is established solely for the basis of calculation upon which the award of contract shall be made.

2. Payment to the Contractor will be made on the measurement of work actually performed by the Contractor as specified in the Contract Documents. ACHD reserves the right to increase or decrease the amount of any class of work as may be deemed necessary, unless otherwise specified in the Contract Documents.

B. Lump Sum: When the proposal for the work is to be submitted on a lump sum basis, a single lump sum price shall be submitted in the appropriate place in the Proposal Documents For Submittal. The total amount to be paid the Contractor shall be the amount of the lump sum.

PREPARATION OF PROPOSALS

A. All bidders must submit their proposals as electronically sealed bids utilizing the eProcurement Portal located https://procurement.opengov.com/portal/achdidaho.

B. All Contract Documents and Plans are available through the eProcurement Portal .

C. All blanks on the Vendor Questionnaire and Bid Schedule(s) shall be completed, and the Authorized Signature Form electronically signed as provided. If the Bidder is a corporation, the legal name of the corporation shall be set forth, together with the signature of the officer or officers authorized to sign contracts, attested to by the Secretary of the Corporation, and affix corporate seal, on behalf of the corporation. If the Bidder is a partnership, the true name of the firm shall be set forth, together with the signature of the partner or partners authorized to sign contracts on behalf of the partnership. If the signature is by an agent other than an officer of a corporation or a member of a partnership, a notarized power-of-attorney must be on file with the ACHD prior to opening of proposals or submitted with the proposal.

D. Bidders may modify their electronic Proposals at any time prior to the scheduled closing date and time for the receipt of bids.

E. If any document uploaded and submitted to the eProcurement Portal contains omissions, erasures, or alterations, they shall be initialed by an authorized representative of the Bidder. In addition, the Proposal submitted shall not contain additions of any kind, prices uncalled for, or fail to conform to the conditions of the published Invitation to Bid.

F. Late Bids are not allowed through the eProcurement Portal website. ACHD will not accept a late Bid or Proposal, in any format, regardless of cause or circumstance.

Bidders are solely responsible to ensure timely submission of their Proposals to ACHD via the eProcurement Portal.

G. All electronic Bids shall be accompanied by the Bid Security and other required documents. If a Cashier’s Check or Certified Check is utilized as the Bid Security, then the Check shall be hand-delivered to or sent to and received by ACHD within 48 hours of the Bid Opening date and time stated in the ITB. The shipping envelope for the Check Bid Security shall be plainly marked with the Project Name, Contract Number, Bid Opening date and time, and state “Bid Security Enclosed”.

H. ACHD assumes no responsibility for failure of any computer or other equipment to deliver all or a portion of the bid or proposal at the time or to the location required by the solicitation.

I. Following the Bid Opening, the Bid Results will be available at the eProcurement Portal.

J. Neither OpenGov nor ACHD warrant that access to and use of the eProcurement Portal will be free from interruptions or free from errors, nor shall OpenGov or ACHD be responsible for any inadvertent disclosure of bid repository information or any unauthorized access to bid repository information by third persons.

K. In the case of known loss of services by OpenGov within two (2) hours prior to the deadline for submission of bids, ACHD will delay the deadline for bid submissions to ensure the ability of potential Bidders to submit bids. If this occurs, instructions will be communicated to known Plan Holders.

https://secure.procurenow.com/portal/achdidaho https://procurement.opengov.com/portal/achdidaho https://procurement.opengov.com/portal/achdidaho https://procurement.opengov.com/portal/achdidaho https://procurement.opengov.com/portal/achdidaho https://procurement.opengov.com/portal/achdidaho

“OR-EQUAL” ITEMS

The Contract, if awarded, will be on the basis of material and equipment specified or described in the Proposal Documents for Submittal without consideration of possible “or- equal” items.

Whenever it is specified or described in the Proposal Documents For Submittal that an “or-equal” item of material or equipment may be furnished or used by the Contractor if acceptable to the Resident Engineer, Application for Acceptance will not be considered by the Resident Engineer until after the execution of Contract.

STATE AND LOCAL SALES AND USE TAXES

A. State and local sales and use taxes, as required by the laws and statutes of the State and its political subdivisions, shall be paid by the Bidder. Prices quoted in the proposal shall include sales and/or use tax, unless provisions are made in the Contract Documents form to separately itemize such taxes.

B. The Bidder is advised that in accordance with Idaho Code Chapter 15, Title 63, Collection of Taxes from Public Works Contractors, Section 63-1502; that as a condition precedent for the construction of any public works in this state, the Bidder will be required to show proof that they are authorized to do business in the State of Idaho and furnish evidence that they have paid or secured, to the satisfaction of the respective taxing unit, all taxes for which the Bidder and the Bidder property is liable then due or delinquent.

Verification that all taxing requirements have been met may be obtained from the State of Idaho, Department of Revenue and Taxation, State Tax Commission, at 700 West State Street, Boise, Idaho 83722.

NAMING OF STATUTORILY-REQUIRED SUBCONTRACTORS

A. Pursuant to Idaho Code, Section 67-2310, the Bidder shall be required to include in their proposal the name and address or names and addresses of the subcontractor(s) who shall perform the plumbing, heating, ventilation, and/or air conditioning (HVAC); and/or electrical work under the construction contract in the event the Bidder secures said contract. If the Bidder intends to self-perform the plumbing, HVAC, and/or electrical work, then the Bidder must be licensed by the State of Idaho to perform such work. The Bidder shall demonstrate compliance with this requirement by listing on the Bid Proposal the Bidder’s valid license number for the plumbing, HVAC, and/or electrical work to be performed by the Bidder.

B. Failure to name subcontractors as required shall render any bid submitted by a Bidder unresponsive and void.

MODIFICATION OF PROPOSAL

In all instances, after having submitted an electronically sealed proposal to ACHD via the eProcurement Portal, a Bidder may only modify their Proposal at any time prior to the scheduled closing date and time for the receipt of bids via the eProcurement Portal.

In all instances, Proposal modifications that are not submitted via the eProcurement Portal, or that contain irregularities that make the Proposal incomplete, indefinite, or ambiguous, will be rejected.

WITHDRAWAL OF PROPOSAL

eProcurement Portal withdrawn prior to the scheduled time for the opening of proposals via the eProcurement Portal (by Bidder or authorized agent). No proposal may be withdrawn after the time scheduled for opening of proposals, unless the time specified in Item 15, Award of Contract, of these Instructions to Bidders shall have elapsed. Please note the only exception under Idaho Code 54-1904B and 54-1904C.

https://procurement.opengov.com/portal/achdidaho https://procurement.opengov.com/portal/achdidaho https://secure.procurenow.com/portal/achdidaho

BID SECURITY

A. Proposals must be accompanied by a photocopy or electronic version, e.g. PDF, FAX, etc. of certified check, cashier's check, or a bid bond (collectively referred to hereafter as “Bid Security”) issued by a surety authorized to issue such bonds in the State of Idaho, in the amount of ten percent (10%) of the total amount of the proposal submitted. If a photocopy or electronic version of a certified check, or cashier's check is provided with the proposal, an original certified check or cashier's check shall be submitted to ACHD within 48 hours of the bid opening. Failure to include or timely provide a Bid Security as required herein shall be an informality and irregularity which may be waived by ACHD as provided in Item 24 and if not waived, will render said proposal void and non-responsive.

B. Any Contractor submitting a certified check or cashier's check for bid guarantee will be required to submit within 48 hours of the bid opening, a letter from their bonding company stating that it will guarantee bonding for the Contractor, in the event said Contractor is notified via a “Notice of Intent to Award Letter,” that it is the apparent low Bidder and may be awarded the contract; or provide a letter identifying the type, par value and maturity date (maturity date must coincide with the completion date of this project) of the government obligation to be provided in lieu of performance and payment surety bonds. Said letter is to be included with the bid documents, and shall name the Contractor, project number, and the amount of bonding value being guaranteed.

C. The Bid Security shall be given as a guarantee that the Bidder will not withdraw their proposal for a period of 60-days after bid opening, unless stated in the ITB, and that, if awarded the contract, the successful Bidder will execute the attached contract and furnish the performance bond, payment bond, and insurance herein specified.

D. The attorney-in-fact (resident agent) who executes this bond on behalf of the surety must attach a notarized copy of the Bidder power-of-attorney as evidence of authority to bind the surety on the date of execution of the bond.

E. Surety companies providing bonds shall be listed on the current Federal Treasury List published annually in the FEDERAL REGISTER and authorized to do business in the State of Idaho.

F. The Bid Bond form included in the contract documents is for the optional use of the contractor and bonding company.

RETURN OF BID SECURITY

Within 15-calendar days after award of the contract, the ACHD will return Bid Securities, other than bid bonds, to all Bidders whose proposals are not to be further considered in awarding the contract. The Bid Security, other than bid bond, of the Successful Bidder shall be retained until the contract has been fully executed and the Successful Bidder has furnished all required contract security and met all other conditions of the Notice of Award. Any guarantees which have been forfeited shall be retained.

AWARD OF CONTRACT

A. Within 60-calendar days after the opening of proposals, unless otherwise stated in the

Invitation to Bid, the ACHD will accept one of the proposals or will act in accordance with "Basis of Award," below.

B. ACHD intended acceptance of the proposal will be by written "Notice of Intent to Award

Letter," mailed or delivered to the address designated in the proposal.

C. In the event of failure of the lowest cost responsive Bidder to sign and return the contract, together with the acceptable performance bond, payment bond, and insurance prescribed herein, within the time specified, ACHD may award the contract to the next lowest responsive Bidder.

BASIS OF AWARD

A. The award will be made by ACHD on the basis of the proposal from the lowest cost and responsive Bidder which, in ACHD sole and absolute judgment, will best serve the interests of the ACHD.

B. ACHD reserves the right to accept or reject any or all proposals, and to waive any informalities and irregularities in said proposals and provided in Item 3.24.

C. The ACHD reserves the right to reject all bids, including the apparent low bid, when these bids are in excess of ten percent (10%) over the Engineer’s Estimate.

EXECUTION OF CONTRACT

A. The apparent low-cost Bidder shall, by the date and time specified by ACHD in the

“Notice of Intent to Award Letter," execute the contract and file the executed contract, Contract Certification, acceptable bond, and insurance declarations as required in these documents.

B. Upon receipt of the executed contract, Contract Certification, acceptable bonds, and insurance declarations, ACHD will execute the contract.

C. Signature by both parties constitutes execution of the contract.

D. Upon execution of the contract, Owner will post the Bid Abstract on the eProcurement Portal.

PERFORMANCE AND LABOR AND MATERIAL BONDS

A. The apparent low cost responsive Bidder shall provide to ACHD a Performance Bond and a Labor and Material Bond on forms acceptable to ACHD in the amount stated in the General Conditions as security for the faithful performance of the contract and the payment of all persons supplying labor and materials for the construction of the work;

and to cover all guarantees against defective workmanship or materials (or both) for a period of two (2) years after the date of Construction Completion of the work by ACHD.

B. The Surety furnishing these bonds shall have a sound financial standing and a record of service satisfactory to the Owner and shall be authorized to do business in the State of Idaho. Surety companies providing bonds shall be listed on the current Federal Treasury List published annually in the FEDERAL REGISTER.

C. The attorney-in-fact (resident agent) who executes the performance and payment bonds in behalf of the surety must attach a notarized copy of the Contractor’s power-of-attorney as evidence of this authority to bind the surety on the date of execution of the bonds. The successful Bidder may provide government obligations, meeting the requirements of Idaho Code 54-1926A, in lieu of performance and labor and material bonds specified herein.

REQUIRED INSURANCE

The apparent low-cost responsive Bidder shall provide to ACHD evidence of the following insurances in the amounts stated:

Type Limits

Workman’s Compensation Statutory Employer’s Liability $1,000,000 Commercial General Liability $2,000,000 Automobile $2,000,000

FAILURE TO EXECUTE CONTRACT, FURNISH BONDS AND INSURANCES

The apparent low cost responsive Bidder who has received the “Notice of Intent to Award Letter,” and who fails to execute the contract and furnish the executed contract, Contract Certification, required performance bond, payment bond and insurance declarations, by the date and time specified by ACHD in the “Notice of Intent to Award Letter,” may forfeit the Bid Security that accompanied the bid submitted; the Bid Security may be retained, as liquidated damages, by ACHD and it is agreed that this sum is a fair estimate of the amount of damages ACHD will sustain in case the Bidder fails to enter into a contract and furnish the performance bond, payment bond, and insurance certificates as hereinbefore provided. Bid Security deposited in the form of a certified check, or cashier's check shall be subject to the same requirements as a bid bond.

DISQUALIFICATION OF BIDDERS

More than one proposal submitted pursuant to an ITB from an individual, firm, partnership or corporation under the same or different names will not be considered. Evidence of collusion between Bidders will be sufficient cause for rejection of bids so submitted.

TIME OF COMPLETION OF THE WORK

The time of completion of the Work to be performed under this contract is of the essence.

Delays and extensions of time may be allowed in accordance with the provisions stated in the General Conditions. The time allowed for the completion of the Work or for Substantial Completion is stated in the Contract Agreement.

NON-RESPONSIVE CRITERIA

All bid proposals submitted that fail to meet the following criteria shall be deemed void and non-responsive:

A. Provide proof of licensure.

B. Provide name and valid contractor license number for plumbing; electrical; and/ or heating, ventilation, and air conditioning (HVAC) subcontractors.

C. Submit their bid or proposal in the manner required by the date and time stated in the Invitation to Bid, Request for Proposal, Request for Qualifications, or other solicitation.

INFORMALITIES AND IRREGULARITIES

Informalities and irregularities may be waived by the ACHD Director following notification by ACHD Procurement and Contracting and upon the Director’s findings that: (1) the subject bid amount is lower than the ACHD estimate; (2) the informality and irregularity has no substantive impact on any substantial or material requirements of the project; (3) waiver of the informality and irregularity will not create an advantage for the subject Bidder; and (4) the informality and irregularity can be corrected by the subject Bidder within 48 hours of the waiver being granted by the ACHD Director. In all other circumstances, waiver of informalities and irregularities can only be considered by the ACHD Commission as part of the bid award process and at the request of the affected Bidder. If not waived, these informalities and irregularities shall result in a bid proposal being deemed void and non-responsive.

Based upon the foregoing, the informalities and irregularities that may be waived include, but are not limited to, the following:

A. Failure to timely provide the required original Bid Security.

B. Failure to provide all other required Bid Security documentation.

C. Failure by the Bidder to sign their bid or proposal.

D. Failure by the Bidder to obtain from ACHD and submit official Ada County Highway District Contract Documents, Plans, and/or Addenda.

E. Minor mathematical errors.

F. Omissions, erasures, or alterations not initialed by an authorized representative of the Bidder.

G. Additions of any kind or prices which are uncalled for in the Request for Proposal.

Bid Schedule

SCHEDULE 1, ECKERT RD BRIDGE #2148 - RIDENBAUGH CANAL, 225044, 215730

Line Item Description Quantity Unit of Measure

Unit Cost Total

203-010A Asbestos Removal And Disposal

50,000 CA $1.00

203-020A Removal Of Bridge - Full 1 EA

210-005A Structure Excavation Schedule No. 1

380 CY

210-015A Compacting Backfill 235 CY

301-005A Granular Subbase 428 TON

502-140A Concrete Class 40-A Schedule No. 1

176 CY

502-310A Concrete Class 40-AF Schedule No. 2

249 CY

502-380A Prestressed WF Girder (42" Depth)

718 FT

502-435A Approach Slab 335 SY

503-010A Metal Reinforcement Schedule No. 1

38,963 LB

503-015A Metal Reinforcement Schedule No. 2

32,160 LB

504-040A Combination Pedestrian/Bicycle & Traffic Railing

240 FT

Line Item Description Quantity Unit of Measure

Unit Cost Total

504-040B Combination Pedestrian/Bicycle & Traffic Railing w/ Ped Fence

118 FT

505-045A Provide & Drive Steel H Pile (14 X 117)

1,337 FT

505-197A Provide & Drive Test Pile (HP-14 X 117)

107 FT

505-205C Provide & Install Pile Shoes or Tips

30 EA

505-215A Splice Steel Pile Before Driving 2 EA

505-215B Splice Steel Pile During Driving 2 EA

507-005A Elastomeric Bearings Plain (Size 34" X 10" X 0.5")

16 EA

520-005A Predrilling For Piling In Soil 1,080 FT

521-005A Dynamic Pile Testing 2 EA

521-010A Capwap Analysis 4 EA

566-005A Compression Expansion Joint (2" Bonded Preformed)

136 FT

574-005A Anti-Graffiti Coating, Type 2 4,200 SF

575-005A Textured Concrete Surface 75 SY

586-005A Utility Conduit 1 LS

S501-17A MSE Retaining Wall (Concrete Panel)

851 SF

S501-20A SP Bridge, Temporary Bridge 1 LS

S501-30D SP Bridge, Protective Fence 74 FT

S501-45A SP Bridge, MMFX Reinforcement

23,543 LB

S900-50A Contingency Amount, Predrilling through Obstructions

50,000 CA $1.00

S901-05D SP Detectable Warning Surface

1 EA

Z629-05A Mobilization 1 LS

TOTAL

SCHEDULE 2, ECKERT RD BRIDGE #2147 - BOISE RIVER (BRIDGE PORTION), 225045,

200006

Measure

Unit Cost Total

203-010A Asbestos Removal And Disposal

50,000 CA $1.00

203-020B Removal Of Bridge - Full 1 EA

502-140A Concrete Class 40-A Schedule No. 1

482 CY

502-310A Concrete Class 40-AF Schedule No. 2

811 CY

502-380B Prestressed WF Girder (74" Depth)

2,148 FT

502-430A Concrete Parapet 677 FT

502-435A Approach Slab 288 SY

502-515A Thermal Control Plan 1 LS

503-010A Metal Reinforcement Schedule No. 1

103,792 LB

503-015A Metal Reinforcement Schedule No. 2

88,053 LB

503-025A Metal Reinforcement Type W 21,185 LB

504-025A Structural Steel Handrail 637 FT

504-035A Pedestrian / Bicycle Railing 79 FT

504-040A Combination Pedestrian/Bicycle & Traffic Railing

1,122 FT

507-005B Elastomeric Bearings Plain (Size 34" X 13" X 1")

24 EA

507-010A Elastomeric Bearings Laminated (Size 34" X 10" X 4")

12 EA

560-005A Dewatering Foundation 1 LS

566-005B Compression Expansion Joint (3.5" Bonded Preformed)

121 FT

574-005A Anti-Graffiti Coating, Type 2 3,883 SF

575-005A Textured Concrete Surface 680 SY

584-005A Temporary Shoring 1 LS

586-005B Utility Conduit 1 LS

624-005A Loose Riprap (Class V) 165 CY

640-010A Riprap/Erosion Control Geotextile

326 SY

S501-17A MSE Retaining Wall (Concrete Panel)

8,262 SF

Measure

Unit Cost Total

S501-17B MSE Retaining Wall (Welded Wire)

3,138 SF

S501-30A SP Bridge, Drilled Shaft (4-Ft Diameter)

536 FT

S501-30B SP Bridge, Drilled Shaft (6-Ft Diameter)

540 FT

S501-30C SP Bridge, Moment Slab 586 FT

S501-45A SP Bridge, MMFX Reinforcement

105,670 LB

S900-50C Contingency Amount, Drilled Shaft - Removal Of Obstructions

75,000 CA $1.00

SCHEDULE 3, ECKERT RD BRIDGE #2147 - BOISE RIVER (ROADWAY PORTION), 225045,

200006

Line Item Description Quantity Unit of Measure

Unit Cost Total

107-019A Survey Monument Preservation

10,000 CA $1.00

202-005A Selective Removal Of Trees Including Stumps

41 EA

203-002A Removal Of Obstructions (Pipe Apron)

1 EA

203-003A Removal Of Obstructions (Block Retaining Wall)

142 FT

203-005A Removal Of Obstructions (Concrete Retaining Wall)

1 LS

203-006A Removal Of Sign 26 EA

203-015A Removal Of Bituminous Surface

7,465 SY

203-055A Removal Of Concrete Pavement

48 SY

203-060A Removal Of Concrete Sidewalk 256 SY

203-065A Removal Of Curb 74 FT

203-070A Removal Of Curb & Gutter 1,521 FT

203-075A Removal Of Fence (Chain Link) 767 FT

Measure

Unit Cost Total

203-075B Removal Of Fence (Miscellaneous)

299 FT

203-080A Removal Of Guardrail 422 FT

203-090A Removal Of Inlet 5 EA

203-095A Removal Of Manhole (SS) 4 EA

203-122A Removal Of Miscellaneous Items (Gate)

4 EA

203-122B Removal Of Miscellaneous Items (Luminaire)

1 EA

203-122C Removal Of Miscellaneous Items (Mailbox)

1 EA

203-122D Removal Of Miscellaneous Items (Bollard)

5 EA

203-123A Removal Of Miscellaneous Items (Storm Sewer Pipe)

386 FT

203-125A Removal Of Miscellaneous Items (ATR - ITD)

1 LS

203-125B Removal Of Miscellaneous Items (Spike Strip)

1 LS

203-125C Removal Of Miscellaneous Items (Standpipe Hose Bib)

1 LS

205-005A Excavation 6,086 CY

205-040A Granular Borrow 9,067 CY

205-060A Water For Dust Abatement 520 MG

210-005A Structure Excavation Schedule No. 1

750 CY

210-015A Compacting Backfill 398 CY

212-011A Fiber Wattle 2,420 FT

212-020A Silt Fence 2,725 FT

212-060A Stabilized Construction Entrance

3 EA

212-095A Inlet Protection 14 EA

212-105A Water And Pollution 20,000 CA $1.00

212-110A Water Pollution Control Manager

1 LS

213-010A Topsoil (4") 11,105 SY

301-005A Granular Subbase 3,929 TON

303-022A 3/4" Aggregate Type B For Base 2,495 TON

Measure

Unit Cost Total

401-020A CSS-1 Diluted Emulsified Asphalt For Tack Coat

600 GAL

405-435A Superpave HMA Pavement Including Asphalt & Additives Class SP-3

505 TON

405-455A Superpave HMA Pavement Including Asphalt & Additives Class SP-5

1,239 TON

502-025A Concrete Class 40-A 149 CY

503-005A Metal Reinforcement 14,103 LB

504-035A Pedestrian / Bicycle Railing 178 FT

574-005A Anti-Graffiti Coating, Type 2 1,492 SF

575-005A Textured Concrete Surface 189 SY

605-025A 12" Storm Sewer Pipe 35 FT

605-035A 18" Storm Sewer Pipe 213 FT

605-455A Manhole Type A 4 EA

605-500A Catch Basin Type 1 7 EA

605-635A Adjust Manhole Covers 7 EA

609-025A Minor Structures (5' x 5' x 5' Utility Vault)

4 EA

609-025C Minor Structures (Basin Inlet Protection)

1 EA

610-035A Fence Type 4 304 FT

610-085A Fence (Decorative) 191 FT

610-090A Gate (Decorative) 2 EA

610-255A Temporary Construction Fence 300 FT

614-020A Driveway 369 SY

614-025A Curb Ramp 125 SY

615-260A Curb Type 5 (Modified) 17 FT

615-492A Curb & Gutter Type 2 (Modified) 1,891 FT

616-010A Sign Type B-1 114 SF

616-040K Steel Sign Post Type E-2 210 FT

616-080A Reinstall Sign Face 3 EA

619-010A Illumination Type 2 (Roadway Lighting; ACHD)

1 LS

620-020A Planting Tree (Crab Apple, 8' Height, Balled & Burlapped)

3 EA

Measure

Unit Cost Total

620-020B Planting Tree (Ponderosa Pine, 8' Height, Balled & Burlapped)

3 EA

620-020C Planting Tree (Walnut, 8' Height, Balled & Burlapped)

1 EA

620-020D Planting Tree (Ash, 6' Height, Balled & Burlapped)

3 EA

621-005A Seed Bed Preparation 1.36 ACRE

621-010A Seeding 1.36 ACRE

621-035A Fertilizing 1.36 ACRE

621-050A Soil Amendment 1.36 ACRE

621-060A Mulch Plus Tackifier 2.72 ACRE

624-005B Loose Riprap (Class I) 1 CY

626-010A Temporary Traffic Control Signs 1,427 SF

626-035A Barricade Type 2 6 EA

626-040A Barricade Type 3 12 EA

626-050A Drums 30 EA

626-085B Radar Speed Feedback Trailer 2,304 DAY

626-093A Temporary Pavement Marking

- Waterborne

1,790 FT

626-105A Temporary Traffic Control Maintenance

1,152 HR

626-115A Portable Changeable Message Sign (PCMS)

40 DAY

626-116A Temporary Concrete Barrier 79 FT

626-117A Remove And Reset Temporary Concrete Barrier

49 FT

626-120A Flagger Control 780 HR

630-010A Transverse, Word, Symbol, And Arrow Pavement Markings - Preformed Thermoplastic

478 SF

630-025A Longitudinal Pavement Marking - Waterborne

15,380 FT

634-005A Mailbox 1 EA

640-010A Riprap/Erosion Control Geotextile

2 SY

651-005A Lawn Construction (Seeded) 0.06 ACRE

651-010A Lawn Construction (Sodded) 39,825 SF

Measure

Unit Cost Total

651-015A Fertilizer And Soil Conditioner 10,000 CA $1.00

651-025A Soil Amendment 10,000 CA $1.00

651-030A Mulch 10,000 CA $1.00

652-005A Underground Sprinkler System 1 LS

656-020B Intersection Detection System

- Radar

1 EA

656-030A Intersection Signal Structure 1 EA

656-040A Signal Cabinet (ATR) 1 EA

656-070A Additional Electrical Items

(ATR)

1 LS

675-005A Survey 1 LS

675-010A Directed Surveying 10,000 CA $1.00

S610-10A Special Gate 1 EA

S703-10A Special Aggregate (4" Path Base)

648 TON

S703-10B Special Aggregate (Landscape Buffer Rock)

145 TON

S900-50A Contingency Amount Predrilling Through Obstructions

10,000 CA $1.00

S900-50B Contingency Amount Miscellaneous Work

15,000 CA $1.00

S900-50D Contingency Amount Unidentified Utilities

5,000 CA $1.00

S901-05A SP Remove And Reset Path Marker

2 EA

S901-05B SP Traffic Rated Bollard 6 EA

S901-05C SP Remove And Reset Private Sign

1 EA

S901-05D SP Detectable Warning Surface

1 EA

S901-05E SP Proximity Actuated Audible Detour Device

24 EA

S901-05F SP Shallow Inlet 1 EA

S901-05G SP Remove And Salvage Pedestrian Counter

1 EA

S901-05I SP Directional Wayfinding Indicators

2 EA

Measure

Unit Cost Total

S902-05A SP Proximity Actuated Audible Detour Device Maintenance

1,152 HR

S904-05A SP CCTV Video System 1 LS

S904-05B SP Future Interconnect System 1 LS

S904-05C SP City of Boise Future Use Conduit

1 LS

S904-05D SP Spike Strip 1 LS

S904-05E SP Remove And Reset Gate 1 LS

S904-05F SP Excavation Dewatering 1 LS

S911-05A SP Install 4-6" Conduit 640 FT

S911-05B SP Install 8-4" Conduit 503 FT

S911-05C SP Install 1-4" Future Irrigation Conduit

40 FT

S911-05D SP Install 1-8" Future Sanitary Sewer Conduit

186 FT

S912-05A SP Concrete Multi-Use Path 1,958 SY

S912-05B SP Riverbank Restoration 330 SY

S915-05A SP Geocell 896 SF

S916-05A SP Traffic Control Supervisor 576 DAY

SCHEDULE 4, GREENBELT LINK (BRIDGE AND ROADWAY), 225045, 200006

Measure

Unit Cost Total

210-005A Structure Excavation Schedule No. 1

342 CY

205-005A Excavation 160 CY

205-040A Granular Borrow 387 CY

210-015A Compacting Backfill 283 CY

301-005A Granular Subbase 516 TON

303-022A 3/4" Aggregate Type B For Base 188 TON

502-430A Concrete Parapet 18 FT

504-025A Structural Steel Handrail 18 FT

504-040A Combination Pedestrian / Bicylce & Traffic Railing

18 FT

Measure

Unit Cost Total

511-005A Concrete Waterproof System (Type D)

146 SY

574-005A Anti-Graffiti Coating, Type 2 319 SF

575-005A Textured Concrete Surface 90 SY

578-005A Precast Concrete Culvert - Stiffleg

1 LS

616-010A Sign Type B-1 9 SF

616-040K Steel Sign Post Type E-2 36 FT

619-010B Illumination Type 2 (Greenbelt Link Lighting)

1 LS

630-010A Transverse, Word, Symbol, And Arrow Pavement Markings - Preformed Thermoplastic

12 SF

630-025A Longitudinal Pavement Marking - Waterborne

628 FT

S703-10A Special Aggregate (4" Path Base)

171 TON

S912-05A SP Concrete Multi-Use Path 450 SY

SCHEDULE 5, ECKERT ROAD AND BOISE AVENUE ROUDABOUT, 325043, 215560

Measure

Unit Cost Total

107-019A Survey Monument Preservation

8,000 CA $1.00

201-010A Clearing And Grubbing (0.761 acres)

1 LS

203-005A Removal of Obstructions 1 LS

203-006A Removal of Sign 14 EA

203-015A Removal of Bituminous Surface

3,719 SY

203-060A Removal of Concrete Sidewalk 318 SY

203-070A Removal of Curb & Gutter 767 FT

203-075A Removal of Fence 189 FT

203-090A Removal of Inlet 3 EA

203-095A Removal of Manhole 3 EA

Measure

Unit Cost Total

203-123A Removal of Misc. Items, Storm Sewer Pipe

260 FT

205-005A Excavation 4,790 CY

205-040A Granular Borrow 3,431 CY

205-060A Water for Dust Abatement 318 MG

212-011A Fiber Wattle 934 LF

212-060A Stabilized Construction Entrance

1 EA

212-095A Inlet Protection 13 EA

301-010A Granular Sub-Base 677 CY

303-022A 3/4" Aggregate Type B Base 1,217 TON

401-020A CSS-1 Diluted Emulsified Asphalt for Tack Coat

305 GAL

405-455A Superpave HMA Pavement Including Asphalt & Additives Class SP-5 (1/2 inch PG 70-28)

833 TON

409-015A Concrete Pavement (T= 8") 469 SY

604-025A 12" Irrigation Pipe 46…