2-SCSA3 CULINARY WATER 2026 PROJECT MANUAL BID 2026-04-22 (1).pdf

PROJECT MANUAL

(CONTRACT DOCUMENTS AND SPECIFICATIONS)

FOR

CULINARY WATER 2026 PROJECT

for

SUMMIT COUNTY SERVICE AREA NO.3

PUBLIC WATER SYSTEM (PWS) #22105

SUMMIT COUNTY, UTAH

Prepared for:

SCSA#3

Attn: Derek Price, Board Chair

629 E Parkway Drive, Suite 1

Park City, UT 84098

Prepared by:

Joseph N. Santos, SE/PE

Project Engineer

Rimrock Engineering & Development, LLC

801-420-4515 jsantos@re-n-d.com

2026-04-22

TOC-1 SCSA#3 CULINARY WATER 2026

SUMMIT COUNTY SERVICE AREA NO.3

TABLE OF CONTENTS

CONTRACT DOCUMENTS:

NOTICE INVITING BIDS.......................................................................................................................... NIB 1

INFORMATION FOR BIDDERS .............................................................................................................. IFB 1-6

INSTRUCTIONS FOR PREPARING PROPOSAL ................................................................................... IPP 1-2

PROPOSAL ................................................................................................................................................. P 1-24

BID BOND .................................................................................................................................................. BB 1

INFORMATION REQUIRED OF BIDDER .............................................................................................. IRB 1-2

AGREEMENT ............................................................................................................................................ A 1-2

LABOR AND MATERIAL BOND ............................................................................................................ LMB 1

PERFORMANCE BOND ........................................................................................................................... PB 1

NOTICE OF AWARD ................................................................................................................................ NA 1

NOTICE TO PROCEED ............................................................................................................................. NP 1

CONTRACTORS APPLICATION FOR PAYMENT ................................................................................ CAP 1-2

CHANGE ORDER ...................................................................................................................................... CO 1

AFFIDAVIT OF PAYMENT ...................................................................................................................... AP 1

CONSENT OF SURETY FOR FINAL PAYMENT ................................................................................... CS 1

GENERAL CONDITIONS:

PART 1 - DEFINITIONS ............................................................................................................................ GC 1 1-3

PART 2 - BIDDING REQUIREMENTS AND CONDITIONS ................................................................. GC 2 1-2

PART 3 - AWARD AND EXECUTION OF CONTRACT ........................................................................ GC 3 1-4

PART 4 - COMMENCMENT, PROSECUTION, AND PROGRESS ........................................................ GC 4 1-7

PART 5 - SCOPE OF WORK ..................................................................................................................... GC 5 1-3

PART 6 - CONTROL OF WORK ............................................................................................................... GC 6 1-4

PART 7 - MATERIALS AND WORKMANSHIP ..................................................................................... GC 7 1-3

PART 8 - LEGAL RELATIONS AND RESPONSIBILITIY ..................................................................... GC 8 1-5

PART 9 - PAYMENT TO CONTRACTORS ............................................................................................. GC 9 1-2

SPECIAL CONDITIONS:

DIVISION 1 – GENERAL REQUIREMENTS

Section Title

011000 Summary of Work

013300 Contractor Submittals

014000 Quality Requirements

014200 Abbreviations and Reference Standards

015000 Temporary Facilities and Controls

015050 Mobilization

015300 Protection of Existing Facilities

015600 Project Environmental Controls

016000 Materials and Equipment

016100 Product Requirements

016600 Equipment Testing and Startup

017419 Construction Waste Management and Disposal

017700 Closeout Procedures

017823 Operation and Maintenance Data

017839 Project Record Documents

DIVISION 3 – CONCRETE

Section Title

031000 Concrete Forming

032000 Concrete Reinforcing

032900 Joints in Concrete

033000 Cast-In-Place Concrete

034100 Precast Structural Concrete

036000 Grouting Mortar

DIVISION 5 – METALS

055200 Miscellaneous Metalwork

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

079200 Sealants, Caulking and Below Grade Waterproofing

DIVISION 9 – FINISHES

098000 Protective Coatings

099000 Painting

DIVISION 22 – PLUMBING

220050 General Pipes and Fittings

220523 Valves

221030 Ductile Iron Pipe

221040 PVC Water Pipe

221066 Pipeline Testing

DIVISION 31 – EARTHWORK

311000 Site Clearing

312000 Earth Moving

312219 Finish Grading

312319 Dewatering

315000 Excavation Support and Protection

DIVISION 32 – EXTERIOR IMPROVEMENTS

320105 Restoration of Improvements

DIVISION 33 – UTILITIES

330112 Protecting and Relocation of Utilities

331214 Main Connections

331305 Pipeline Disinfection

331612 Hydrostatic Leakage Testing of Concrete Storage Tanks

331613 Tank Disinfection

TECHNICAL SPECIFICATIONS:

Utah Department of Environmental Quality (DEQ), Division of Drinking Water (DDW), R309-500 through 550

American Public Works Association (APWA) Manual of Standard Specifications and Manual of Standard Plans

PLAN SHEETS AND DETAILS:

EXHIBITS:

EXHIBIT A – SPECIAL CONDITIONS FOR SRF ................................................................................... 55 PAGES

EXHIBIT B – GEOTECHNICAL REPORT, IGES .................................................................................... 70 PAGES

NIB-1 SCSA#3 CULINARY WATER 2026

NOTICE INVITING BIDS

SUMMIT COUNTY SERVICE AREA NO.3 requests bids from experienced contractors to complete construction of a new 750K Gallon concrete storage tank, over 14,000 linear feet of culinary waterlines ranging from 6” to 10” diameter piping known as SCSA#3 - CULINARY WATER 2026 PROJECT. Construction work, in general, consists of providing materials and labor to construct a 750K gallon culinary water cast-in-place concrete storage tank, tank valve vault, 2,500 linear feet of access roadway, installation of culinary waterlines, PRV Station, asphalt removal and replacement. The work must be substantially complete (everything except for REVEGATATION) by

January 31, 2027, and fully complete all work under this Contract by July 1, 2027.

Bids may be submitted electronically via the Bonfire Procurement Portal or as sealed bids delivered to the Summit

County Service Area No. 3 office at 629 E Parkway Drive, Suite 1, Park City, Utah 84098. All bids must be received no later than 3:00 PM on May 6, 2026, at which time bidding will be closed. Late submissions will be deemed non-responsive and will not be accepted.

Copies of the Contract Documents, Specifications, and Plans will be available online no later than April 22, 2026, on the Summit County Service Area No. 3 website (http://www.scsa3.org) and via the Bonfire Procurement Portal.

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INFORMATION FOR BIDDERS

SECURING DOCUMENTS

Copies of the Contract Documents, Specifications, and Plans will be available online no later than April 22, 2026, on the Summit County Service Area No. 3 website (http://www.scsa3.org) and via the Bonfire Procurement Portal.

OWNER

The OWNER is Summit County Service Area No.3 with the office location of 629 E Parkway Drive, Suite 1, Park

City, UT 84098, 435-500-6260, gm@summitcosa3ut.gov. Board Chair is Derek Price.

GOVERNING LAWS AND REGULATIONS

This is a federally funded project. The Bidder is required to comply with the Utah Division of Drinking Water

(DDW) State Revolving Fund (SRF) conditions and requirements outlined in Exhibit A.

Bidders on this WORK will be subject to the applicable provisions of:

• All federal rules, laws and regulations,

• Utah Department of Environmental Quality (DEQ), Division of Drinking Water (DDW), R309-

500 through 550,

• Utah Water Quality Act, 19-5-107(1),

• Compliance with the Utah State Historic and Preservation Office (SHPO).

LOCATION OF WORK

The location of the work site is within the Summit County Service Area No.3 boundary, Summit County, Utah. The site locations are further detailed in the project Plans.

MANDATORY PRE-BID CONFERENCE

A mandatory pre-bid conference will be held at the Summit County Service Area No.3 office, located at 629 E

Parkway Drive, Suite 1, Park City, Utah 84098 at 10:00 AM on Wednesday, April 29, 2026. Attendance is required in order to submit a bid. A sign-in sheet will be available at the conference, and it is the Bidder's responsibility to complete and sign the sheet to document attendance.

PROPOSAL

Bids to receive consideration shall be made in accordance with the following instructions:

Before submitting a bid, bidders shall attend the mandatory pre-bid conference, carefully read the Project Manual including but not limited to the Plans and Specifications, visit the site of the work, and fully inform themselves as to all existing conditions and limitations of the project. Submission of a Proposal shall be considered prima facie evidence that the bidder has made such examination and is satisfied as to the conditions to be encountered in performing the work and as to the requirements of the Plans, Specifications, and other Contract Documents.

Bids shall be properly executed upon the Proposal attached to and made part of these Contract Documents.

Numbers shall be stated both in writing and in figures where required, and the signatures of all persons signing shall be in longhand. The completed forms shall be without interlineations, alterations, or erasures. In case of a difference in written words and figures in a Proposal, the amount stated in written words shall govern unless obviously in error.

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A proposal may be considered irregular and may be rejected as non-responsive if:

Any of the bid prices are significantly unbalanced to the potential detriment of SCSA#3. In such cases, SCSA#3, through its representative, may require the apparent low bidder to detail in writing how the prices were determined and to justify the basis of the unit prices or lump sum amount before making a decision if the proposal is irregular.

Bids shall not contain any recapitulations of the work to be done. Alternative proposals will not be considered unless called for. No oral, telegraphic, telephonic, or modified proposals will be considered.

Bids shall be delivered to SCSA#3 on or before the day and hour set for the opening of bids in the Notice Inviting

Bids as published. Bids shall be enclosed in a sealed envelope bearing the title of the work and the name of the bidder. It is the SOLE responsibility of the bidder to see that his bid is received in proper time. Any bids received after the scheduled closing time for receipt of bids will be returned to the bidder unopened.

All bids shall be made in accordance with applicable statutes of the State of Utah, APWA’s Manual of Standard

Specifications, APWA’s Manual of Standard Plans, SCSA#3 Standards and Specifications, applicable local laws, and as specified in this Book of Specifications and project Plans.

Bidders must complete and submit:

1. The PROPOSAL that is included in these Contract Documents, which shall be in the form of a lump sum, or in the form of a lump sum, or in the form of a lump sum, or in the form of unit pricing pursuant to the

Bid Schedules, as called for in the PROPOSAL.

2. The Bid Schedules in the Contract Documents.

3. The BID BOND.

4. The INFORMATION REQUIRED OF BIDDER.

5. U.S. Environmental Protection Agency’s Certificate of Non-Segregated Facilities as found on page 1 of

EXHIBIT A – SPECIAL CONDITIONS FOR UTAH DIVISION OF DRINKING WATER REVOLVING

FUND (SRF).

6. CERTIFICATION REGARDING DEBARMENT, SUSPENTION, INELIGIBILITY AND VOLUNTARY

EXCLUSION LOWER TIER COVERED TRANSACTIONS on page 2 and 3 of EXHIBIT A – SPECIAL

CONDITIONS FOR UTAH DIVISION OF DRINKING WATER REVOLVING FUND (SRF).

BID SUBMITTAL

Bids may be submitted electronically via the Bonfire Procurement Portal or as sealed bids delivered to the Summit

County Service Area No. 3 office at 629 E Parkway Drive, Suite 1, Park City, Utah 84098. All bids must be received no later than 3:00 PM on May 6, 2026, at which time bidding will be closed. Late submissions will be deemed non-responsive and will not be accepted.

Office hours for the Summit County Service Area No. 3 are Monday through Thursday, 8:30 AM to 4:30 PM. It is the Bidder’s responsibility to ensure delivery of the bid prior to the submission deadline.

BID SECURITY

Each Proposal shall be accompanied with bid bond acceptable to the Owner in an amount equal to at least 5 percent

(5%) of the Proposal, payable without condition to the Owner as a guarantee that the bidder, if awarded the

Contract, will promptly execute such Contract in accordance with the Proposal and in manner and form required by these Contract Documents and will furnish good and sufficient bond for the faithful performance of the same. The bid securities of the three (3) lowest bidders will be retained until the Contract is signed and satisfactory bonds furnished, or other disposition made thereof. The bid securities of all bidders except the three (3) lowest will be returned promptly after the canvass of bids.

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COMPETENCY OF BIDDERS

In selecting the lowest responsible bidder, consideration will be given to the general competency of the bidder for the performance of the work covered by the bid. To this end, each bid shall be supported by a statement of the bidder’s experience as of recent date on the form entitled “INFORMATION REQUIRED OF BIDDER”, bound herein. No bid for the work will be accepted from a Contractor who does not hold an active Contractor’s license in good standing applicable to the type of work bid upon at the time of opening bids.

No contract award will be made to a Contractor whose firm and Project Superintendent have not satisfactorily completed projects of similar type, complexity and comparable value and whose firm and Project Superintendent have not been in the contracting business for similar work for at least three (3) years. In addition, the Project

Superintendent meeting this experience criterion shall be dedicated to the project. After an award of the contract, no substitution of the Project Superintendent will be allowed without the written approval by the Owner.

WITHDRAWAL OF BID

Any bidder may withdraw his bid, either personally or by telegraphic or written request, at any time prior to the scheduled closing time for receipt of bids.

CONTRACT AND BONDS

The successful bidder, simultaneously with the execution of the Contract, will be required to furnish a Payment

Bond in an amount equal to one hundred percent (100%) of the Contract price and a faithful Performance Bond in an amount equal to one hundred (100%) of the Contract price. Said Bonds shall be secured from a surety company satisfactory to the Owner.

The form of Contract, which the successful bidder as Contractor will be required to execute, and the forms of Bonds which the bidder will be required to furnish are included in the Contract Documents and should be carefully examined by the bidder. The Contract and the Bonds will be executed in three original counter-parts. The

Performance Bond shall extend through the warranty period as specified in the General Conditions.

All bidders are required to have payment and performance bonds underwritten by a Surety Company approved by the U.S. Department of the Treasury (Circular 570, latest edition).

INTERPRETATION OF PLANS AND DOCUMENTS

If any person contemplating submitting a bid for the proposed Contract is in doubt as to the true meaning of any part of the Plans, Specifications, or other proposed Contract Documents, or finds discrepancies in or omissions from the

Plans or Specifications, a request may be submitted to SCSA#3 in writing for an interpretation or correction thereof.

The person submitting the request will be responsible for its prompt delivery. Any interpretation or correction of the proposed documents will be made only by Addendum duly issued and a copy of such Addendum will be mailed or delivered to each person receiving a set of such documents. The Owner will not be responsible for any other explanations or interpretations of the proposed documents.

ADDENDA

Any Addenda issued during the time of bidding, forming a part of the documents loaned to the bidder for the preparation of his bid, shall be covered in the bid and shall be made a part of the Contract.

EXECUTION OF CONTRACT

The successful bidder shall execute and return the contract to the Owner no later than 10 days after the date of the

Notice of Award.

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AWARD OR REJECTION OF BIDS

Owner reserves the right to reject any and all bids or schedules of bids, to waive any and all informalities not involving price, time or changes in the work, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional bids. The Owner further reserves the right to reject the bid of any bidder if Owner believes that it would not be in the best interest of the project to make an award to that bidder, whether because the bid is not responsive or the bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by Owner. Owner may conduct such investigations, as Owner deems necessary to assist in the evaluation of any bid and to determine the responsibility, qualifications, and financial ability of the bidder to perform and furnish the work.

The award, if made, will be within 14 days after the opening of bids.

BIDDERS INTERESTED IN MORE THAN ONE BID

No person, firm, or corporation shall be allowed to make, file, or to be interested in more than one (1) bid for the same work unless alternate bids are called for.

ASSIGNMENT OF CONTRACT

No assignment by the Contractor of any contract to be entered into hereunder, or any part thereof, or of funds to be received thereunder by the Contractor, will be recognized by the Owner unless such assignment has had prior approval of the Owner and the Surety has been given due notice of such assignment in writing and has consented thereto in writing.

SPECIAL NOTICE

Bidders are required to inform themselves fully of the conditions relating to construction and labor under which the work will be or is now being performed, and the Contractor must employ, as far as possible, such methods and means in carrying out his work as will not cause any interruption or interference to any other contractor.

CONSTRUCTION SCHEDULING

Bids will be presented to the District Board for approval on May 19, 2026 at which time selection of the Contractor will be ratified. Notice of Award and Notice to Proceed will be given after this date.

It is anticipated that all funding requirements will be satisfied and that construction may commence no later than

June 15, 2026.

TIME OF COMPLETION

The Contractor shall commence work on or before the tenth day after receiving written Notice to Proceed from the

Engineer on behalf of the Owner and shall be substantially complete (everything except for REVEGATATION) by

January 31, 2027, and fully complete all work under this Contract by July 1, 2027.

The Contractor shall at all times during the continuance of the Contract prosecute the work with such force and equipment as are sufficient to complete it within the time segments specified.

NONPERFORMANCE OF WORK TASKS BY THE CONTRACTOR

If the Contractor fails, neglects, or refuses to perform work tasks necessary for the completion of the total job; to replace defective work; or to repair or resurface, in a manner that is acceptable to the Owner and Engineer, public rights-of-way disturbed by his work which are a nuisance, a hazard, or which impedes or endangers vehicular traffic and the public, the Owner may serve written notice upon the Contractor of his intention to have the work performed by others. Unless within three (3) days after the service of such notice, the Contractor has made such arrangement

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and scheduled the accomplishment of said work tasks to the satisfaction of the Owner and Engineer, the Owner will proceed to have the work accomplished by others and deduct the costs thereof from amounts due the Contractor.

RETENTION OF WORK COMPLETED

Owner shall retain five percent (5%) of the amount of each progress payment until the Work is fifty percent (50%) complete. Upon reaching fifty percent (50%) completion and provided the Work is progressing satisfactorily and without substantial defects or delays, Owner shall reduce retainage on subsequent progress payments to two and one-half percent (2.5%), and shall release retainage previously withheld in excess of two and one-half percent

(2.5%).

Upon Substantial Completion of the Work, Owner may, at its discretion, release a portion of the retainage, less an amount sufficient to cover incomplete or defective work.

Final retainage shall be released within forty-five (45) days after Final Completion and written acceptance of the

Work by the Owner and Engineer, provided Contractor has submitted all required closeout documentation, including but not limited to lien waivers, warranties, operation and maintenance manuals, and record drawings.

PERMITS AND LICENSES

The Contractor shall procure all permits and licenses, pay all charges, fees, and taxes and give all notices necessary and incidental to the due and lawful prosecution of the work.

1. Summit County Building Permit.

2. Summit County Service Area No.3 Construction Permit (Fee to be waived).

3. Summit County Service Area No.3 Excavation/Grading/Encroachment Permit (Fee to be waived).

4. Summit County Service Area No.3 Water Meter Application and Deposit (Deposit will not be waived)

All road construction, within SCSA#3 Service Area right-of-ways shall be performed by a contractor licensed and bonded in the State of Utah. A permit shall be secured by the contractor from SCSA#3 at least 48 hours before initiating construction. SCSA#3 shall be notified by the contractor at least 3 working days before the planned construction is to commence and also before starting whenever construction is delayed for any reason. The Summit

County Sheriff’s Department must be notified 48 hours in advance of intended closure of any public way. The contractor shall pay all charges, fees, and taxes and give all notices necessary and incidental to the lawful prosecution of the contract. These costs shall not be paid for directly but considered incidental to other items of work.

Bidders shall have a valid contractor's license for the type of work required on this Contract.

REQUEST OF ADDITIONAL INFORMATION

Should additional information be required prior to bid submittal, all requests must be submitted through the Bonfire

Procurement Portal no later than 12:00 PM on Friday, May 1, 2026.

Neither the Engineer nor the Summit County Service Area No. 3 will be responsible for any oral instructions. Any changes to the Plans and Specifications will be issued by addendum and be available on-line provided to all plan holders.

LIQUIDATED DAMAGES

Liquidated damages shall be one-thousand dollars ($1,000) per calendar day.

IPP-1 SCSA#3 CULINARY WATER 2026

INSTRUCTIONS FOR PREPARING PROPOSAL

BID ITEMS

Payment of the bid price, as stated in the Contractor's Proposal, for the completed work shall be compensation in full for the furnishing of all overhead labor, materials, devices, equipment, and appurtenances included in the work as are necessary to complete the total work under this Contract in a good, neat, and satisfactory manner as indicated on the Plans, as described in the Specifications, and as otherwise implied or required to fulfill the objective of the work.

Each item, fixture, piece of equipment, work, etc., as indicated on the Plans, or specified anywhere in these

Documents, shall be completed with all necessary connections and appurtenances for the satisfactory use and operation of said item, and the total system or systems.

Any and all patents and license fees for the right to use equipment or processes included in this Contract shall be included in the bid price. The Contractor shall submit to the Engineer an itemized list of all such fees, indicating the amount of each and to whom paid.

Cost of painting, testing, and other incidental operations, profit, and overhead cost, including the cost of supervision, temporary field offices, move-in, move-out, insurance, taxes, equipment not a permanent part of the job, and other incidental items, shall be included in the bid price.

The bid shall be based upon certain manufacturer's items, for which the bidder shall indicate the designated manufacturers in the spaces if provided in the proposal.

If the bidder proposes an alternate manufacturer that has not been named in the Specifications under the item to be designated, the bidder shall, if requested, submit data to the Engineer for review after the bidding and before the

Award of the Contract. The equipment proposed to be furnished by the bidder from an alternate manufacturer shall conform to the specific requirements of the bid item, and any one of the specified manufacturers' items shall serve as a standard of quality for the item.

If the equipment proposed to be furnished by the bidder from an alternate manufacturer does not and/or cannot be made, in the opinion of the Engineer, to conform to the Requirements of these Specifications, then the bidder shall furnish the equipment of a manufacturer that does meet these requirements at no extra cost to the Owner.

The Owner may require additional detailed information regarding the equipment which the bidder proposes for certain bid items. If this additional information is requested from the bidder, it must be furnished in complete detail before the Award of the Contract. The information must be in sufficient detail so that the Engineer can evaluate the bidder's Proposal on the items.

All specific requirements of the Specifications must be adhered to, and all necessary modifications shall be made in the article specified by trade name, type, or model of manufacturer's equipment to make it conform to all specific requirements of the Specifications.

In cases where an item is not listed under designated items of equipment in the Proposal, and where material or equipment is designated on the Plans or in the Specifications by a trade or manufacturer's name, it is so designated primarily to establish standards of quality, finish, appearance, and performance. It is not the intent to limit the choice of materials and equipment to the specific product designated. Requests relative to substitutions permitted under the conditions provided by this paragraph for materials or equipment specifically designated on the Plans or in the

Specifications shall be made in writing, after Award of the Construction Contract, and such requests shall be accompanied by complete data on which the Engineer can make determination on the merits of the proposed substitution. The written request shall state how the product proposed for substitution compares with or differs from the designated product in composition, size, arrangement, performance, etc., and, in addition, the request shall be accompanied by documentary evidence of equality in price and delivery or evidence of difference in price and delivery. Data on price shall be in the form of certified quotations from suppliers of both the designated and proposed items. All items accepted for substitution shall be subject to all applicable provisions of the Specifications.

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Bids shall not contain any recapitulations of the work to be done. Alternative proposals will not be considered unless called for. No oral, or telephonic modifications or withdrawals of Proposals will be considered.

If anyone is in doubt as to the true meaning of any part of the Plans, Specifications, or other portions of the Contract

Documents, or finds discrepancies in, or omissions from the Plans or Specifications, such person may submit to the

Engineer a request for an interpretation or correction thereof. The person submitting the request will be responsible for its prompt delivery. Any interpretation or correction of the Contract Documents will be made only by an

Addendum duly issued and a copy of such Addendum will be mailed or delivered to each person receiving a set of such Documents. The Owner will not be responsible for any other explanation of interpretations of the Documents.

If the Proposal is made by an individual, it shall be signed and the full name and address shall be given; if it is made by a firm, it shall be signed with the co-partnership name by a member of the firm, who shall also provide a signature, and the name and address of each member shall be given; and if it is made by a corporation, the name of the corporation shall be signed by its duly authorized officer or officers.

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PROPOSAL

Place:

Date:

629 E Parkway Drive, Suite 1

Park City, UT 84098

In compliance with your invitation for bids and all conditions of the Contract Documents for the construction of the

SCSA#3 – CULINARY WATER 2026, the undersigned , a corporation organized under the laws of the State of , a partnership consisting of or individuals trading as of the City of , hereby proposes and agrees to furnish any and all materials, labor, construction equipment, services, and transportation required for performing all work for the construction described in the NOTICE INVITING BIDS and to construct the same and install the material therein for the Owner in a good and workmanlike and substantial manner acceptable to the Owner, through its Engineer, or properly authorized agents, and strictly pursuant to and in conformity with the Specifications and Plans prepared by the Engineer for the Owner, and with such modification of the same and other documents that may be made by the Owner, through its Engineer, or properly authorized agents, as provided herein, at the following lump sum and unit prices for the work described in the bid schedule.

The undersigned hereby declares that he has visited the site and has carefully examined the Contract Documents, consisting of one volume, relating to the work covered by the above bid or bids.

The Bid Security (Certified Check, Cashier's Check, or Bid Bond) attached, payable to the Owner in the sum of not less than five percent (5%) of the lump sum bid for the complete project, is to become the property of the Owner in the event the Contract and Bonds are not executed within the time set forth, as liquidated damages for the delay and additional work caused thereby.

The work shall be substantially complete (everything except for REVEGATATION) by January 31, 2027, and fully complete all work under this Contract by July 1, 2027.

The undersigned hereby declares, as bidder, that the only persons or parties interested in this PROPOSAL as principals are those named herein; that no elected official or employee of the Owner is in any manner interested directly or indirectly in this PROPOSAL or in the profits to be derived from the Contract proposed to be taken, other than as permitted by law; that this bid is made without any connection with any other person or persons making a separate bid for the same purpose; that the bid is in all respects fair and without collusion or fraud; that the bidder has read the NOTICE INVITING BIDS and the INFORMATION FOR BIDDERS hereto attached, and agrees to all the stipulations contained therein; that he has examined the form of Contract attached hereto, and the Specifications, and he proposes and agrees that if his bid as submitted, and as more fully described in the attached sheets, be accepted, he will contract in the form so attached to furnish the items and perform work called for in accordance with the provisions of said form of Contract and the Specifications and to deliver the same within the time stipulated therein; and that he will accept in full payment, therefore, the prices named in this PROPOSAL.

The bidder further agrees that, upon receipt of written notice of the acceptance of this PROPOSAL, within 10 calendar days after the date of opening of the bids, he will execute the Contract in accordance with the PROPOSAL as accepted and furnish the required bond within 10 days from date of mailing of said notice of acceptance to him at his address as given below, or within such additional time as may be allowed by the Owner; and that upon his failure or refusal to do so within said time, then the certified or cashier's check or bid bond accompanying this bid shall be cashed or enforced and the money payable pursuant thereto shall be forfeited to and become the property of the

Owner as liquidated damages for such failure or refusal; provided, that if said bidder shall execute the Contract and furnish the required bonds within the aforesaid time, his certified or cashier's check, if furnished, shall be returned to him within three days thereafter, and the bid bond, if furnished, shall become void.

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BID SCHEDULE

All applicable sales taxes, State, and/or Federal, and any other special taxes, patent rights, or royalties are included in the price quoted in this Proposal. Figures are to be typewritten or clearly and legibly printed in ink. LS is equal to lump sum, LF is equal to linear feet of road, EA is equal to each, SY is equal to square-yard and SF is equal to square-feet.

ESTIMATED QUANTITIES ARE NOT GUARANTEED AND ARE FOR COMPARISON PURPOSES ONLY!

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Bidder is cautioned to read carefully the INFORMATION FOR BIDDERS Section of these Contract Documents and the INSTRUCTIONS FOR PREPARING PROPOSAL relating to what is to be furnished under each item of the

PROPOSAL and to submittal of bid.

Bidder understands and agrees that the Owner reserves the right to reject any or all bids or schedules and to waive any informality in the bidding.

The bidder agrees that this bid shall be good and may not be withdrawn for a period of 90 calendar days after the scheduled closing time for receiving bids. Bidder acknowledges receipt of the following addenda:

The undersigned bidder shall acknowledge receipt of the following addenda, if any.

Addenda No(s).

Respectfully submitted, Bidder

(Corporate Seal)

If bid is by corporation By:

Title

Witness: if bidder is an individual Bidder’s post office address (if applicable):

Bidder's post office address:

Name and address of all members of the firm or names and titles of all officers of the corporation

Name and Title: Bidder’s address:

Bidders phone number:

SEAL

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MEASUREMENT AND PAYMENT

GENERAL

The method of measurement and payment for the various items comprising the completed work follows:

Payment for the items shall be compensation in full for the furnishing of all overhead, labor, material, tools, equipment, and appurtenances necessary to complete the work in a good, neat, and satisfactory manner as indicated on the Plans or as specified, with all connections, testing, painting, cleanup, and related work completed. Each item, fixture, piece of equipment, etc., shall be complete with all necessary connections and appurtenances for the satisfactory use and/or operation of said item. No additional payment, including work done by the contractor for his convenience, shall be made for work related to each item unless specifically noted or specified. Measurement shall be in place in the completed work with no allowance for waste.

ESTIMATED QUANTITIES ARE NOT GUARANTEED AND ARE FOR COMPARISON PURPOSES ONLY!

BID ITEMS

MOBILIZATION, BONDING & PERMITTING: ITEMS CS-1.1, WW-1.1, GW-1.1, BW-1.1

A. Measurement for Mobilization, Bonding & Permitting shall be made on a lump sum (LUMP) basis.

B. Payment shall be made at the Contract lump sum price and shall constitute full compensation for furnishing all labor, materials, equipment, tools, and incidentals necessary to complete the work.

This includes, but is not limited to, mobilization of personnel, equipment, and supplies to the site;

procurement of required bonds and permits; and demobilization, including removal of all equipment, materials, trash, debris, and temporary facilities upon completion of the Project.

C. No more than fifty percent (50%) of the lump sum amount shall be paid until work has commenced in earnest, with such payment made at the time of the first partial progress payment.

D. A minimum of twenty-five percent (25%) of the lump sum amount shall be withheld until all equipment, materials, tools, temporary facilities, and debris have been removed from the site and the Project has been fully demobilized to the satisfaction of the DISTRICT.

TRAFFIC CONTROL: ITEMS CS-1.2, WW-1.2, GW-1.2, BW-1.2

A. Measurement for Traffic Control shall be made on a lump sum (LUMP) basis.

B. Payment shall be made at the Contract lump sum price and shall constitute full compensation for furnishing all labor, materials, equipment, tools, and incidentals necessary to develop, implement, maintain, and remove a complete traffic control program for the duration of the Project.

C. Traffic control shall be in accordance with applicable UDOT standards and shall include preparation and submission of a Traffic Control Plan for review and approval by SCSA#3.

D. Payment shall include, but is not limited to, furnishing, installation, maintenance, and removal of all traffic control devices and operations, including flaggers, cones, markers, barricades, signs, lighting, delineators, and other devices necessary to safely control traffic and protect the public and workers. All incidental work required to maintain safe and compliant traffic control shall be included.

E. No more than fifty percent (50%) of the lump sum amount shall be paid until work has commenced in earnest, with such payment made at the time of the first partial progress payment.

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F. A minimum of twenty-five percent (25%) of the lump sum amount shall be withheld until all traffic control devices, signage, barricades, and related materials have been completely removed from the site and the traffic control area has been restored to the satisfaction of the DISTRICT.

SWPPP AND NOI: ITEMS CS-1.3, WW-1.3, GW-1.3, BW-1.3

A. Measurement for SWPPP and NOI shall be made on a lump sum (LUMP) basis.

furnishing all labor, materials, equipment, tools, and incidentals necessary to complete, implement, and maintain the Storm Water Pollution Prevention Plan (SWPPP) in accordance with applicable Utah Department of Environmental Quality (DEQ) requirements.

C. The CONTRACTOR shall be responsible for preparing, submitting, and maintaining the SWPPP and associated Notice of Intent (NOI), and shall be identified as the operator of record. The

CONTRACTOR shall coordinate and attend a SWPPP-specific preconstruction meeting with

Summit County Service Area No. 3 Roads Manager prior to submission of the NOI to the Utah

DEQ.

D. The CONTRACTOR shall comply with all applicable SWPPP requirements, including erosion and sediment control measures. This includes, but is not limited to, construction fencing, inlet protection, silt fence, and other perimeter or interim BMPs not separately bid.

E. Payment shall be made on a percentage basis as follows:

Percent of Original Contract Amount Earned Percent of SWPPP Lump Sum Paid

5% 40%

15% 20%

40% 20%

100% 20%

F. No more than forty percent (40%) of the lump sum amount shall be paid until work has commenced in earnest, and such payment shall be made with the first partial progress payment.

G. A minimum of twenty percent (20%) of the lump sum amount shall be withheld until all permanent and temporary materials, debris, and construction-related controls have been removed and the site has been restored to the satisfaction of the DISTRICT upon completion of the project.

PRE-CONSTRUCTION PROJECT VIDEO: ITEMS CS-1.4, WW-1.4, GW-1.4, BW-1.4

A. Measurement for pre-construction project video shall be made on a lump sum (LUMP) basis.

furnishing all labor, materials, equipment, tools, and incidentals necessary to complete the work.

This includes, but is not limited to, production, editing, and delivery to the DISTRICT of a project-wide video documenting existing site conditions.

C. The video shall be provided in a minimum resolution of 1080p or higher acceptable to the

DISTRICT. The video shall be completed and accepted by the DISTRICT prior to commencement of any work, including delivery of equipment, temporary facilities, or construction materials.

D. Payment shall include full compensation for all costs associated with equipment, labor, time, and materials required to complete the work. Payment will be made with the first partial progress payment, upon acceptance of the video by the DISTRICT

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CLEARING & GRUBBING: ITEM CS-2.1

A. Measurement for clearing and grubbing shall be made by the square yard (SQ YD) of surface area cleared

B. Payment shall be made at the Contract unit price per square yard and shall constitute full compensation for furnishing all labor, materials, equipment, tools, and incidentals necessary to complete the work. This includes, but is not limited to, clearing, grubbing, excavation, handling, hauling, and proper disposal of all plant life, root systems, shrubs, brush, and debris within the limits shown on the Project Plans and as approved in the field by the DISTRICT prior to removal.

C. Payment shall also include the cost of stripping, stockpiling, and maintaining topsoil for reuse in the DISTURBED AREA REVEGETATION & WEED ABATEMENT item.

EXCAVATION: ITEM CS-2.2

A. Measurement for excavation shall be made by the cubic yard (CU YD) of material in place.

B. Payment shall be made at the Contract unit price per cubic yard and shall constitute full compensation for furnishing all labor, materials, equipment, tools, and incidentals necessary to complete the work. This includes, but is not limited to, excavation, handling, hauling, and proper disposal of unsuitable material not incorporated into the trail pavement section, and not included under the CLEARING & GRUBBING bid item.

C. Excavation performed for the CONTRACTOR’S convenience, errors in excavation, dewatering of sloughing, or overbreak shall be considered incidental to the work and shall not be paid separately.

D. For authorized excavation, measurement for payment shall be made within the following limits:

a. The upper limit shall be the proposed excavation limits as shown on the Drawings.

b. The lower and lateral limits shall be as authorized by the DISTRICT

E. Adjustments to final pay quantities may be made if an error is identified by either the DISTRICT or the CONTRACTOR. All supporting calculations, survey data, and documentation required to verify and substantiate any adjustment shall be submitted for DISTRICT review and approval prior to final payment determination.

F. Quantity determination shall be based on DISTRICT survey data. The CONTRACTOR may perform independent survey verification at its own expense. Survey verification shall occur, at minimum, at the following stage(s), and may be completed in sections as agreed upon by the DISTRICT and

CONTRACTOR:

a. Lower and lateral limits of excavation.

ROCK EXCAVATION: ITEM CS-2.3

A. Measurement for rock excavation shall be made by the cubic yard (CU YD) of material in place.

B. Payment shall be made at the Contract unit price per cubic yard and shall constitute full compensation for furnishing all labor, materials, equipment, tools, and incidentals necessary to complete the work. This includes, but is not limited to, drilling, blasting (if required), breaking, excavation, loading, hauling, and disposal of rock material that cannot be removed by conventional earthmoving equipment without the use of drilling or blasting methods. Rock excavation includes solid ledge rock, boulders greater than 1/2 cubic yard, and cemented or consolidated materials requiring mechanical breaking or explosive means for removal.

C. All provisions, requirements, and conditions applicable to EXCAVATION shall apply to this item unless specifically modified herein.

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D. Rock excavation quantities shall be measured in cubic yards in place, based on pre-excavation and post-excavation survey data and within approved limits of rock excavation. No payment will be made for over-excavation beyond authorized lines and grades. Overbreak, if any, shall be considered incidental and shall be the responsibility of the CONTRACTOR.

FILL - NATIVE (ON-SITE): ITEM CS-2.4

A. Measurement for native (on-site) fill shall be made by the cubic yard (CU YD) of material compacted in place

B. Payment shall be made at the Contract unit price per cubic yard and shall constitute full compensation for furnishing all labor, materials, equipment, tools, and incidentals necessary to complete the work. This includes, but is not limited to, excavation, handling, hauling, placement, moisture conditioning, compaction, and grading of on-site granular borrow to the lines and grades specified, in preparation for placement of base course material.

C. Backfill for tank and vault structures shall be included under this item, with no separate measurement or payment.

D. Measurement for payment shall be made within the following pay limits:

a. The upper limit of fill shall be the proposed subgrade elevation.

b. Voids created by structures or appurtenances (including, but not limited to, manholes, pipes, dipstones, inlets, and similar items) shall not be deducted from volume calculations.

E. Adjustments to final pay quantities may be made if errors are identified by either the DISTRICT or the CONTRACTOR. All supporting computations, survey data, and documentation necessary to verify and substantiate any adjustment shall be provided for review and approval by the DISTRICT prior to final payment determination.

F. The CONTRACTOR shall utilize on-site native materials (FILL – NATIVE) to the maximum extent practicable, provided such materials are determined to be suitable for the intended application.

G. Quantity determination shall be based on DISTRICT survey data. The CONTRACTOR may perform independent survey work for verification purposes at its own expense. Survey verification shall occur, at minimum, at the following key stages, and may be completed in sections as agreed upon by the DISTRICT and CONTRACTOR:

a. Top of tank base material.

b. Top of vault base material.

c. Final placement and backfill of V-Block retaining walls.

G. Final pay quantities shall be determined based on the following calculation:

a. Net fill volume = Final excavation to subgrade (prepared for final layer such as UBC or topsoil) minus the following deductions:

i. Tank base material (imported clean gravel, based on weigh tickets).

ii. Vault base material (imported clean gravel, based on weigh tickets).

iii. Tank exterior volume (based on plan dimensions).

iv. Vault exterior volume (based on in-place measurements).

v. FILL – IMPORT material (based on certified weigh tickets converted to cubic yards).

vi. V-Block retaining wall units (based on installed unit count).

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FILL – IMPORT: ITEM CS-2.5

A. Measurement for imported fill shall be made by the cubic yard (CU YD) of material compacted in place.

B. Payment shall be made at the Contract unit price per cubic yard and shall constitute full compensation for furnishing all labor, materials, equipment, tools, and incidentals necessary to complete the work. This includes, but is not limited to, purchasing, handling, hauling, placement, moisture conditioning, compaction, and grading of A-1-a granular borrow to the lines and grades specified, in preparation for placement of base course material.

C. Backfill of Tank and Vault shall be included under this item, with no separate measurement or payment..

D. Importation of off-site fill material (FILL-IMPORT) shall not be performed without prior approval from the DISTRICT.

E. Weigh tickets shall be provided to the DISTRICT on a daily basis. The in-place volume shall be determined based on compacted density established by the AASHTO T-180 (Modified Proctor) method, with conversion from weight to cubic yards performed using the approved unit weight.

V-BLOCK RETAINING WALL: ITEM CS-2.6

A. Measurement for V-Block retaining wall units shall be made by each (EACH) V-Block installed in place.

B. Payment shall be made at the Contract unit price per each and shall constitute full compensation for furnishing all labor, materials, equipment, tools, and incidentals necessary to complete the work. This includes, but is not limited to, procurement, handling, hauling, placement of V-Block units, excavation, foundation preparation, placement and compaction of backfill, grading, and installation of drainage components including drainpipe, as specified in the Drawings and

Geotechnical Report.

C. V-Block units shall be installed in accordance with the alignment, grade, and details shown on the Drawings and as recommended in the Geotechnical Report. Drainage systems shall be properly installed to ensure functionality behind the wall. No additional payment will be made for excavation, over-excavation, backfill, compaction, or adjustments required to achieve proper line and grade.

6’X6’ LEVEL TRANSFORMER PAD: ITEM CS-2.7

A. Measurement for transformer pads shall be made by each (EACH) completed pad.

B. Payment shall be made at the Contract unit price per each and shall constitute full compensation for furnishing all labor, materials,…