1-2025 09 15 Canyon Crest PI Replacement Final Specifications.pdf

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Alpine City - Canyon Crest Pressurized Irrigation Replacement
Solicitation number
2025-002
Issued by
Utah

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This document is a comprehensive project specification and bid package for the Alpine City 2025 Canyon Crest Pressurized Irrigation Replacement Project located in Alpine, Utah. The project involves removing the existing pressurized irrigation line in Canyon Crest Road and replacing it with approximately 1,770 feet of 24" DR-18 C-900 PVC pressurized irrigation water pipe, including residential irrigation connections and related appurtenances. Bids will be received online through the Utah Public Procurement Place (U3P) until 10:00 a.m. on Tuesday, September 30, 2025, with a non-mandatory pre-bid conference scheduled for Monday, September 22, 2025, at 4:00 p.m. at Alpine City Hall. The project is to be completed by April 15, 2026, with liquidated damages of $500 per consecutive calendar day for delays beyond the completion date.

The bid package includes a detailed bid schedule with 35 line items covering mobilization, traffic control, pipe installation, valves, fittings, lateral reconnections, and surface restoration. Bidders are required to provide a 5% bid bond and will need to submit performance and payment bonds each for 100% of the contract price. The project requires the general contractor to perform at least 51% of the work directly, and bidders must demonstrate their capability through experience, financial stability, and project references. The contract will be awarded to the lowest responsive, responsible bidder, with the owner reserving the right to reject any or all proposals.

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PROJECT SPECIFICATIONS, PLANS, AND

CONTRACT DOCUMENTS

ALPINE CITY

2025 CANYON CREST PRESSURIZED

IRRIGATION REPLACEMENT PROJECT

SEPTEMBER 2025

FINAL DESIGN SUBMITTAL

Signed: _________________________________

John Schiess, P.E.

Utah P.E. No. 264134

2162 W Grove Pkwy #100

Pleasant Grove, UT 84062

JSchiess Stamp

UT-0014-24 TOC-1 September 2025

TABLE OF CONTENTS

DIVISION 00 PROCUREMENT AND CONTRACTING

000200 Advertisement for Bids

001000 Information for Bidders

002000 Information Required of Bidder

003000 Bid

003500 Bid Bond

003550 E-Verify Certification

003560 Non-Collusion Affidavit

003600 Notice of Award

005000 Agreement

005100 Notice to Proceed

006000 Payment Bond

006100 Performance Bond

006500 Certificate of Insurance

007000 General Conditions

007314 Supplementary Conditions

007500 Special Provisions

009900 Contract Change Order

DIVISION 01 GENERAL REQUIREMENTS

010100 Summary of Work

010190 Contract Considerations

010390 Coordination and Meetings

012500 Substitution Procedures

013000 Administrative Requirements

013300 Submittal Procedures

014000 Quality Requirements

014500 Testing and Process Control

015000 Construction Facilities and Temporary Controls

015550 Traffic Control

016000 Material and Equipment

017000 Contract Closeout

DIVISION 31 EARTHWORK

314000 Shoring and Underpinning

DIVISION 33 UTILITIES

331112 Basic Piping Materials and Methods

331115 Plastic Piping & Tubing (Pressure Applications)

331216 Valves

PROJECT SPECIFICATIONS NOT INCLUDED IN THIS DOCUMENT

Alpine City Construction Standard Specifications and Details (September 2023)

American Public Work Association Standard Specification and Plans, 2017 Edition

In case of conflict the most stringent standard shall apply

UT-0014-24 000200-1 September 2025

DOCUMENT 000200

ADVERTISMENT FOR BIDS

Owner: ALPINE CITY

Address: 20 NORTH MAIN

ALPINE, UTAH

84004

Separate Bids for the construction of the Alpine City – 2025 Canyon Crest Pressurized Irrigation Replacement Project will be received by Alpine City online through the Utah Public Procurement Place (U3P) at the website Utah.bonfirehub.com until 10:00 a.m. on Tuesday September 30, 2025.

NO LATE PROPOSALS WILL BE ACCEPTED.

The principal items of work are approximately as follows:

REMOVE THE EXISTING PRESSURIZED IRRIGATION LINE IN CANYON CREST ROAD AND

REPLACE-IN-PLACE WITH APPROXIMATELY 1,770 FEET OF 24” DR-18 C-900 PVC PRESSURIZED

IRRIGATION WATER PIPE, INCLUDING RESIDENTIAL IRRIGATION CONNECTIONS AND

APPURTENANT ITEMS.

The project is to be completed by April 15, 2026 (See Section 010100 for additional limitations).

A non-mandatory pre-bid conference will be held at the Alpine City Hall, 20 North Main Street, Alpine, Utah 84004 on Monday September 22, 2025 at 4:00 p.m. The purpose of this conference will be to discuss questions bidders may have on the project and clarify the intent of the plans and specifications.

Plans will be available through the U3P portal at the website Utah.bonfirehub.com starting Monday September 15, 2025.

The CONTRACT DOCUMENTS, consisting of Advertisement for Bids, Information for Bidders, Bid, Bid Bond, Agreement, Payment Bond, Performance Bond, Notice of Award, Notice to Proceed, Change Order, General Conditions, Supplemental General Conditions, Specifications, Drawings, and Addenda, may be obtained through the website Utah.bonfirehub.com.

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).

OWNER RESERVES THE RIGHT TO ACCEPT OR REJECT ANY OR ALL PROPOSALS, OR ANY PART OF ANY PROPOSAL. OWNER RESERVES THE RIGHT TO WAIVE ANY INFORMALITY IN PART OR IN WHOLE

IF IT IS DEEMED TO BE IN THE BEST INTEREST OF OWNER.

Date: September 15, 2025

Carla Merrill Mayor

UT-0014-24 000200-2 September 2025

This page is left blank intentionally.

UT-0014-24 001000-1 September 2025

DOCUMENT 001000

INFORMATION FOR BIDDERS

Bids will be received online by Alpine City, (herein called “OWNER”), through the Utah Public Procurement Place (U3P) at the website Utah.bonfirehub.com until 10:00 a.m. on Tuesday September 30, 2025.

Each BID must be submitted through the website Utah.bonfirehub.com. All required bid forms and documents shall be submitted electronically.

These instructions are to be considered with and made a part of the contract.

All BIDS must be made on the required BID form (Document 003000) and submitted electronically. All blank spaces for BID Prices must be filled in, in ink or typewritten, and the BID form must be fully completed and executed when submitted.

The OWNER may waive any informalities or minor defects or reject any and all BIDS. Any BID may be withdrawn prior to the above scheduled time through which BIDS are received or authorized postponement thereof. Any BID received after the time and date specified shall not be considered. No BIDDER may withdraw a BID within 60 days after the actual date of the opening thereof. Should there be reasons why the contract cannot be awarded within the specified period, the time may be extended by mutual agreement between the OWNER and the BIDDER.

A non-mandatory pre-bid conference will be held at the Alpine City Hall, 20 North Main Street, Alpine, Utah 84004 on Monday September 22, 2025 at 4:00 p.m. The purpose of this conference will be to discuss questions bidders may have on the project and clarify the intent of the plans and specifications.

BIDDERS must satisfy themselves of the accuracy of the estimated quantities in the Bid Schedule by examination of the site and a review of the drawings and specifications including Addenda. After BIDS have been submitted, the BIDDER shall not assert that there was a misunderstanding concerning the quantities of work or of the nature of the work to be done.

The CONTRACT DOCUMENTS contain the provisions required for the construction of the project. Information obtained from an officer, agent, or employee of the OWNER or any other person shall not affect the risks or obligations assumed by the CONTRACTOR or relieve him from fulfilling any of the conditions of the Contract.

Each BID must be accompanied by a Bid Bond payable to the OWNER for five, (5) percent of the total amount of the BID. As soon as the BID prices have been compared, the OWNER will return the bonds of all except the three lowest responsible BIDDERS. When the Agreement is executed, the bond of the two remaining unsuccessful BIDDERS will be returned. The Bid Bond of the successful BIDDER will be retained until the Payment Bond and performance Bond have been executed and approved, after which it will be returned. A certified check may be used in lieu of a Bid Bond.

A Performance Bond and a Payment Bond, each in the amount of 100 percent of the CONTRACT PRICE, with a corporate surety approved by the U.S. Department of the Treasury (Circular 570, latest edition) will be required for the faithful performance of the contract.

Attorneys-in-fact who sign Bid Bonds or Payment Bonds and Performance Bonds must file with each bond a certified and effective dated copy of their power of attorney.

The part or parties to whom the contract is awarded will be required to execute the Agreement and obtain the Performance Bond and Payment Bond within ten (10) calendar days from the date when Notice of Award is delivered to the bidder. The Notice of Award shall be accompanied by the necessary Agreement and bond forms. In case of failure of the BIDDER to execute the Agreement, the OWNER may at his option consider the BIDDER in default, in which case the Bid Bond accompanying the proposal shall become the property of the OWNER.

UT-0014-24 001000-2 September 2025

The OWNER within 10 days of receipt of acceptable Performance Bond, Payment Bond, and Agreement signed by the party to whom the Agreement was awarded shall sign the Agreement and return to such party an executed duplicate of the Agreement. Should the OWNER not execute the Agreement within such period, the BIDDER may by written notice withdraw his signed Agreement. Such notice of withdrawal shall be effective upon receipt of the notice by the OWNER.

The Notice to Proceed shall be issued within ten (10) days of the execution of the Agreement by the OWNER. Should there be reasons why the Notice to Proceed cannot be issued within such period, the time may be extended by mutual agreement between the OWNER and CONTRACTOR. If the Notice to Proceed has not been issued within the ten (10) day period or within the period mutually agreed upon, the CONTRACTOR may terminate the Agreement without further liability on the part of either party.

The OWNER may make such investigations as he deems necessary to determine the ability of the BIDDER to perform the work, and the BIDDER shall furnish to the OWNER all such information and data for this purpose as the OWNER may request. The OWNER reserves the right to reject any BID if the evidence submitted by, or investigation of, such

BIDDER fails to satisfy the OWNER that such BIDDER is properly qualified to carry out the obligations of the

Agreement and to complete the work contemplated therein.

A conditional or qualified BID will not be accepted.

All applicable laws, ordinances, and the rules and regulations of all authorities having jurisdiction over construction of the project shall apply to the contract throughout.

Each BIDDER is responsible for inspecting the site and for reading and being thoroughly familiar with the CONTRACT

DOCUMENTS. The failure or omission of any BIDDER to do any of the foregoing shall in no way relieve any BIDDER from any obligation in respect to his BID.

Bidders are cautioned that they must inform themselves of the character of the work to be performed under this contract and that a deviation to any extent either way may be made from the approximate quantities, which are stated for the purpose of showing the class of work required and as a basis for determining the amount of the bid, but not to fix the amount of work to be done.

The Contractor will be paid for work actually done at the unit prices bid, regardless of differences in the estimated quantities listed in the bid proposal and the actual quantities. Final payments will be based on quantities in place, measured or determined by the Engineer at the site where work has been constructed or accomplished.

Award will be made to the lowest responsive, responsible BIDDER.

When a proposal is made by a firm, the firm name, and also the individual name(s) of the member(s) of the firm must be signed in full.

No alterations by erasure will be allowed and permission will not, in any case, be given for the withdrawal, modifications, or explanation of any bid.

The Owner reserves the right to reject any and all proposals and to waive any informality or defects in the proposal received.

Transfers of contract, or of interest in contracts, are prohibited. The General Contractor will be responsible for all subcontractors.

Fifty-one (51) percent of all work completed shall be performed by the General Contractor.

All proposals shall be made and received with the express understanding that the bidder accepts the terms and conditions contained in the complete contract bound herewith.

Neither the Engineer nor Owner shall be held responsible for any oral instructions. Any changes to the Plans and

Specifications will be in the form of a written Addendum which will be furnished to all plan holders.

UT-0014-24 001000-3 September 2025

ADDITIONAL INFORMATION CAN BE OBTAINED BY SUBMITTING QUESTIONS THROUGH THE U3P

PORTAL AT UTAH.BONFIRE.COM. NO QUESTIONS WILL BE ANSWERED THROUGH PHONE CALLS

OR OFFICE VISITS.

END OF SECTION

UT-0014-24 001000-4 September 2025

UT-0014-24 002000-1 September 2025

DOCUMENT 002000

INFORMATION REQUIRED OF BIDDER

GENERAL INFORMATION

The bidder shall furnish the following information. Failure to comply with the requirement may render the BID non-responsive and may cause its rejection. Additional sheets shall be attached as required.

(1) Contractor's name and address:

(2) Contractor's telephone number:

(3) Contractor's license: Primary classification:

State License No.:

Supplemental classifications held, if any:

(4) Number of years as a contractor in construction work of this type:

(5) Names and titles of all officers of contractor's firm:

(6) Name of person who inspected site of proposed work for your firm:

Name: Date of Inspection:

NOTE: THE FOLLOWING INFORMATION SHALL BE PROVIDED AS SEPARATE ATTACHMENTS

AND SHALL BE SUBMITTED WITH BID.

(7) Name and telephone number of Surety Company and agent who will provide the required bonds on the contract:

Name: Telephone:

(8) Individual experience resume of person who will be designated chief construction superintendent.

(9) List of subcontractors and major suppliers anticipated to be utilized during the contract.

UT-0014-24 002000-2 September 2025

(10) The bidder must demonstrate the ability to perform at least fifty-one (51) percent of the work without subcontracting. Information on the bidder's ability to staff the project, both in the field and in his office, and the bidder's ability to directly supply major construction equipment to the project shall be submitted for review with the bidder's proposal.

(11) List of completed projects similar in nature to this project, including a reference list of at least two construction contracts completed by the Contractor during the last four (4) years involving work of similar type, and complexity. This list shall include the following information for each project as a minimum:

- Name, address and - Contract amount telephone number of owner

- Name of Project - Date of completion of contract

- Name, address and - Brief description of telephone number of the work involved, project engineer size, length, etc.

- Number of change orders - Amount of change.

NOTE: THE FOLLOWING INFORMATION SHALL BE PROVIDED AS SEPARATE ATTACHMENTS

AND SHALL BE SUBMITTED UPON REQUEST OF THE OWNER, PRIOR TO AWARDING

THE BID.

(13) A notarized and verified financial statement, references, and other information, sufficiently comprehensive to permit an appraisal of contractor's current financial condition.

UT-0014-24 003000-1 September 2025

DOCUMENT 003000

BID

ALPINE CITY

2025 CANYON CREST PRESSURIZED IRRIGATION REPLACEMENT PROJECT

PART 1 GENERAL

Date

Proposal of _______________________________________(hereinafter called "BIDDER", organized and existing under the laws of the State of Utah, doing business as ______________________________________________.*

*Insert "a corporation", "a partnership", or "an individual" as applicable.

To Alpine City (hereinafter called "OWNER").

In compliance with the Advertisement for Bids, BIDDER hereby proposes to perform all work for the construction of Alpine City – 2025 Canyon Crest Pressurized Irrigation Replacement Project in strict accordance with the CONTRACT DOCUMENTS, within the time set forth therein, and at the prices stated below.

By submission of this BID, each BIDDER certifies, and in the case of a joint BID, each party thereto certifies as to his own organization that this BID has been arrived at independently, without consultation, communication, or agreement as to any matter relating to this BID with any other BIDDER or with any competitor.

BIDDER hereby agrees to commence work under this contract on or before a date to be specified in the Notice to Proceed and to fully complete the Project by April 15, 2026 (See Section 010100 for additional limitations).

BIDDER further agrees to pay as liquidated damages, the sum of $500 for each consecutive calendar day thereafter as provided in section 1-29 of the SPECIAL PROVISIONS.

BIDDER acknowledges receipt of the following ADDENDA:

BIDDER acknowledges having reviewed Section 007500 - Special Provisions

(Initial)

The BIDDER agrees to perform all the work described in the specifications and shown on the plans for the following BASE BID AMOUNT (Figures are to be typewritten or clearly and legibly printed in ink.):

The BIDDER agrees that this bid shall be good and may not be withdrawn for 60 calendar days as stated in the specifications after the scheduled closing time for receiving bids.

The BID unit prices shall include all labor, materials, mobilization, rentals, trench dewatering, shoring, removal, overhead, profit, insurance, sales tax, other applicable taxes and fees, etc., to cover the finished work of the several kinds called for.

UT-0014-24 003000-2 September 2025

Upon receipt of written notice of the acceptance of this bid, BIDDER will execute the formal contract attached within 10 days and deliver a Surety Bond or Bonds as required by the General Conditions. The bid security amounting to five (5) percent of the base bid is hereby attached in the sum of ($__________________________) and is to become the property of the OWNER in the event the contract and bond are not executed within the time above set forth, as liquidated damages for the delay and additional expense to the OWNER caused thereby.

UT-0014-24 003000-3 September 2025

PART 2 BID SCHEDULE

SCHEDULE OF VALUES – BASE BID

For a responsive bid, write in the unit price for each item, multiply by the respective units, and total for the total price.

Item

Number Description Units Quantity Unit Price Total Price

1 Mobilization LS 1

2 SWPPP LS 1

3 Traffic Control LS 1

4 24 Inch DR-18 C900 PVC Pipe LF 1,770

5 24 Inch Double Eccentric Butterfly Valve EA 3

6 24 Inch Adapter EA 6

7 24 Inch Tee EA 2

8 24 Inch 45° Bend EA 2

9 24 x 10 Inch Reducer EA 1

10 10 Inch Long Sleeve EA 1

11 10 Inch 45° Bend EA 2

12 10 Inch DR-18 C900 PVC Pipe LF 30

13 24 x 8 Inch Reducer EA 1

14 8 Inch Gate Valve EA 1

15 8 Inch Long Sleeve EA 1

16 24 x 6 Inch Tee EA 3

17 6 Inch Gate Valve EA 3

18 6 Inch Long Sleeve EA 3

19 6 Inch DR-18 C900 PVC Pipe LF 26

20 24 x 4 Inch Tee EA 1

21 4 Inch Gate Valve EA 1

22 4 Inch Long Sleeve EA 1

23 24 x 12 Inch Reducer EA 2

24 12 Inch Double Eccentric Butterfly Valve EA 2

25 12 Inch Adapter EA 2

26 12 Inch Long Sleeve EA 2

27 Reconnect Pressurized Irrigation Lateral EA 6

28 Culinary Water Lateral Loop EA 3

29 5 Inch Hot Mix Asphalt SF 14,160

UT-0014-24 003000-4 September 2025

Item

Number Description Units Quantity Unit Price Total Price

30 Untreated Base Course (8 Inch) CY 350

31 Remove and Replace Existing 5 Inch Sidewalk SF 40

32 Remove and Replace Existing 24 Inch Curb & Gutter LF 8

33 Reuse and Lower Existing 18 Inch Storm Drain Pipe LS 1

34 Curb Face Drop Inlet Box LS 1

35 10 Inch Gate Valve EA 1

TOTAL BASE BID PRICE 1 LS

SCHEDULE OF VALUES – ADDITIVE ALTERNATE 1

For a responsive bid, write in the unit price for each item, multiply by the respective units, and total for the total price.

Item

Number Description Units Quantity Unit Price

101 8” Culinary Water Line Loop 2 EA

102 2 Inch Stabilization Rock 10 TON

ATTEST: Respectfully Submitted:

Signature

Address

License No. Title Date

UT-0014-24 003000-5 September 2025

PART 3 MEASUREMENT AND PAYMENT

1. Mobilization - Bid Item 1

A. Payment covers cost of mobilization, demobilization, installation of temporary facilities, and bringing all necessary construction equipment to the site. Payment will be made on a percentage of the LUMP SUM BASIS as follows:

Percent of Original Contract Percent of Amount Bid for Amount Earned Mobilization to be Paid 5 40 35 20 50 30 70 10

B. Payment also includes the cost of scheduling processes required per project specifications.

C. Payment will include conforming to all applicable local, state and federal requirements.

D. Moving on the site any equipment required for first month operations.

E. Installing temporary construction power and wiring.

F. Developing construction water supply.

G. Providing on-site sanitary facilities and potable water facilities as specified.

H. Arranging for and erection of Contractor's work and storage yard.

I. Contractor and Subcontractor insurance and bonds.

J. Contract Closeout.

2. Storm Water Pollution Prevention Plan (SWPPP) - Bid Item 2

A. Measurement shall be made on a LUMP SUM basis for preparing and implementing an approved Storm Water Pollution Prevention Plan.

B. Payment for this item shall be made based on the proportion of the total contract completed. Such payment will be compensation in full for furnishing all materials, labor, equipment, tools, and incidentals necessary to establish adequate sediment and erosion control, implement Best Management Practices (BMPs) for the protection of waterways from sediment laden runoff due to construction activities, and dust and mud control. This item shall include installation, maintenance and removal of sediment fencing, waddles, inlet protection, construction entrance, stockpile protection, port-a-johns, orange barrier fence, etc. This item shall include appropriate dewatering procedures per State of Utah requirements. Such payment shall also include any additional measures necessary to ensure State (UPDES) and Federal (NPDES) compliance for BMP for storm water protection. Prepared plan shall meet the requirement of the City’s current Storm Water Management Plan.

3. Traffic Control - Bid Item 3

A. Measurement and payment shall be LUMP SUM. This item will be paid for as a percentage in relationship to the project footage percent complete. This item will be compensation in full for flagging, furnishing, installing and moving all traffic control devices. This item shall also include maintaining safe access to all residences.

4. Pressurized Irrigation Water Line - Bid Items 4, 12, & 19

A. Measurement shall be made on a PER LINEAL FOOT basis for installing the pipe as shown on the plans and described in the specifications.

B. Payment shall be compensation in full for installing the pipe including all cost of excavation, dewatering, saw cutting and removal of asphalt, proper disposal of existing and excess materials including pipe, fittings, valves, asphalt, concrete, backfill, bedding, etc. Payment will also cover the cost of bedding material, import backfill material, compaction and compaction testing, connections to existing pipes, locator wire, marking tape, and landscape restoration. Payment will also cover the cost of identifying and relocating conflicting utilities including coordination with utility owners, and utility crossings. Any work such as additional shoring or closer backfill spacing to keep the existing pipes or ditches from pushing into the trench shall be compensated for by the payment of this item. Payment will cover the cost of all labor, materials, equipment and tools to complete this item.

C. Payment also covers the cost of temporary blow-off, pressure testing pressurized irrigation pipes, and flushing of the pressurized irrigation pipe.

D. Payment also covers the costs associated with locating buried existing connection points and coordination with the city for locating these points.

UT-0014-24 003000-6 September 2025

E. PVC pipe shall be 24” DR-18 C900 purple pipe.

F. 100 percent of the backfill material shall be import backfill A-1-a per the APWA backfill details or alternate material (see below).

G. Alternate Material: bedding, backfill, and roadbase material can all be replaced with an A-1-a well-graded, Fill - 3/8” HARDPAC 100% Manufactured meeting the following gradation:

Sieve Size % Passing

9.5 mm (3/8”) 100

4.75 mm (No. 4) 72-82

1.18 mm (No. 16) 30-40

0.300 mm (No. 50) 16-26

0.150 mm (No. 100) 11-21

0.075 (No. 200) <15

*Aggregate shall be angular.

5. Valves and Fittings - Bid Item 5-11, 13-18, 20-26, & 35

A. Measurement shall be made on a PER EACH BASIS for installation of the valves and fittings as shown on the plans and described in the specifications.

B. Payment covers the cost of installing the valves and fittings (vertical or horizontal) including all cost of excavation, bedding material, connections, fittings, valve boxes, megalugs, thrust blocks, connections to existing pipes, backfill and compaction, compaction testing, and proper disposal of existing materials.

Payment will cover the cost of all labor, materials, equipment and tools to complete this item.

6. Reconnect Pressurized Irrigation Lateral - Bid Item 27

A. Measurement shall be made on a PER EACH basis for reconnection of the pressurized irrigation laterals as shown on the plans and described in the specifications.

B. Payment covers the cost of installing the pressurized irrigation laterals including all cost of excavation, bedding material, saddle, hot tapping, thrust blocks, connections and fittings (transition couplers, corp stop, etc), locator wire, backfill and compaction, compaction testing, and proper disposal of existing materials.

Contractor required to disconnect laterals and preserve and protect. This lateral piping will be reused and reconnected at all pressurized irrigation connections. Any laterals damaged during construction are required to be replaced from main line to meter. Payment will cover the cost of all labor, materials, equipment and tools to complete this item.

7. Culinary Water Lateral Loop - Bid Item 28

A. Measurement shall be made on a PER EACH basis for installation of the culinary water lateral loops as shown on the plans and described in the specifications.

B. Payment covers the cost of installing the culinary water lateral loops including all cost of excavation, bedding material, connections and fittings, poly pipe, locator wire, backfill and compaction, compaction testing, and proper disposal of existing materials. Payment will cover the cost of all labor, materials, equipment and tools to complete this item.

8. 5” Hot Mix Asphalt - Bid Item 29

A. Measurement shall be made on a PER SQUARE FOOT basis for installation of the hot mix asphalt as shown on the plans and described in the specifications.

B. Payment shall be compensation in full for installing the hot mix asphalt. Such payment shall be compensation in full for the complete furnishing and installing of the bituminous road surface material and tack coat. This item shall include the cost of all saw cutting, hauling, placing, rolling, and compaction of hot mix asphalt. Bituminous thickness shall be 5”. This item shall also include material and compaction testing, adjusting valve boxes/manholes to grade after paving and installing an asphalt collar around valve boxes/manholes, restoring any paving markings disturbed by the project, and any restoration requirements required of the roadway excavation permittee. Payment will cover the cost of all labor, materials, equipment and tools to complete this item.

C. Hot Mix Asphalt will meet Alpine City Standard Specification Section 600.040.

D. Add cement, hydrated lime, or chemical liquid if mix is moisture sensitive.

E. Quantities may vary due to field conditions. No T-Patch will be required on this project because of a future overlay by Alpine City. All efforts should be made to keep asphalt area to a minimum.

UT-0014-24 003000-7 September 2025

F. Maximum lift thickness shall be 3 or 5 inches.

9. Untreated Base Course (8”) - Bid Item 30 A. Measurement shall be made on a PER CUBIC YARD basis for untreated base course placed above the subgrade or trench backfill and below finished asphalt.

B. Such payment shall be compensation in full for the complete furnishing and installing of the untreated base course. Every effort shall be made by the contractor to limit trench width. Payment will cover the cost of subgrade preparation, hauling, rolling and compaction of road base. Thickness shall be a minimum of 8 inches of UBC. Only 8 inches thick will be paid under this item. This item shall also include compaction testing. Payment will cover the cost of all labor, materials, equipment and tools to complete this item.

C. Untreated base course placed for curbs, gutters, and sidewalks are included for payment under Items 32 and 33 and not paid separately.

D. Per Item 4.G. above, untreated base course can be replaced by with the alternate material 3/8” Hardpac.

10. Remove and Replace Existing 5 Inch Sidewalk - Bid Item 31 A. Measurement shall be made on a PER SQUARE FOOT basis for the removal of the existing sidewalk and installing new sidewalk in its place only as directed by the engineer and described in the specifications.

B. Payment shall be compensation in full for removal of the sidewalk including all cost of saw cutting concrete, jack hammering, excavation (including 6 inches of depth beneath the sidewalk), and removal and disposal of existing sidewalk. Payment shall be compensation in full for installing the sidewalk, 6 inches of untreated base course, compaction, testing, forming, expansion joint, placing concrete, finishing surface, landscape restorations, and disposal of existing materials. Payment will cover the cost of all labor, materials, equipment and tools to complete this item.

11. Remove and Replace Existing 24 Inch Curb and Gutter - Bid Item 32

A. Measurement shall be made on a PER LINEAL FOOT basis for the removal of the existing curb and gutter and installing new curb and gutter in its place only as directed by the engineer and described in the specifications.

B. Payment shall be compensation in full for removal of the curb and gutter including all cost of saw cutting concrete, jack hammering, and removal and disposal of existing curb and gutter. Payment shall be compensation in full for installing the curb and gutter for roadway improvements including all cost of saw cutting asphalt, excavation (including 6 inches of additional material beneath the curb and gutter), 6 inches of untreated base course, compaction, testing, forming, expansion joint, placing concrete, finishing surface, landscape restorations, transitioning curb shape to match existing curb, and disposal of existing materials.

Payment will cover the cost of all labor, materials, equipment and tools to complete this item.

12. Reuse and Lower Existing 18 Inch RCP Storm Drain Pipe - Bid Item 33

A. Measurement shall be made on a PER LUMP SUM basis for the reuse and lowering of the existing storm drain pipe as directed by the engineer and described on the plans and in the specifications.

B. Payment shall be compensation in full for re-installing the existing pipe including all cost of excavation, dewatering, saw cutting and removal of asphalt, coring or cutting existing structure, proper disposal of existing and excess materials including asphalt, concrete, backfill, bedding, etc. Payment will also cover the cost of bedding material, import backfill material, compaction and compaction testing, connections to boxes, marking tape, flushing, video inspections, and landscape restoration. Payment will cover the cost of all labor, materials, equipment and tools to complete this item.

13. Curb Face Drop Inlet Box - Bid Item 34

A. Measurement shall be made on a PER LUMP SUM basis for the furnishing and installation of a new curb face drop inlet box as directed by the engineer and described on the plans and in the specifications.

B. Payment shall be compensation in full for installing the new box including all cost of excavation, saw cutting and removal of asphalt, proper disposal of existing and excess materials including curb inlet boxes, grate and frame, asphalt, concrete, backfill, bedding, etc. Payment will also cover the cost of bedding material, import backfill material, compaction and compaction testing, connections to existing storm drain pipes, grout, curb and gutter replacement for box installation, sidewalk replacement for box installation, and landscape restoration. Payment will cover the cost of all labor, materials, equipment and tools to complete this item.

UT-0014-24 003000-8 September 2025

14. Culinary Water Line Loop - Additive Alternative Bid Item 101

A. Measurement shall be made on a PER EACH for any necessary culinary water line loops as directed by the engineer.

B. Payment covers the cost of providing and installing the pipe and fittings for water line loops including all cost of excavation, saw cutting and removal of asphalt, proper disposal of existing and excess materials including pipe, fittings, valves, asphalt, concrete, backfill, bedding, etc. Payment will also cover the cost of bedding material, import backfill material, compaction and compaction testing, connections to existing pipes, thrust blocks, megalugs, locator wire, marking tape, decontamination of piping, and landscape restoration. Payment will also cover the cost of identifying and relocating conflicting utilities including coordination with utility owners, and utility crossings. Payment will cover the cost of all labor, materials, equipment and tools to complete this item.

C. This item shall be used only with approval of engineer prior to installation.

15. 2 Inch Stabilization Rock - Additive Alternative Bid Item 102

A. Measurement shall be made on a PER TON BASIS for installation of the 2 inch stabilization material under the pipe bedding in unstable soils as directed by the engineer.

B. Payment covers the cost of installing 2 inch stabilization rock including all cost of excavation, backfill and compaction and proper disposal of excess materials. Payment will cover the cost of all labor, materials, equipment and tools to complete this item.

C. Quantities can vary due to field conditions. Stabilization Rock shall be placed as directed by the engineer to stabilize foundation soils below pipe bedding if necessary.

D. This item shall be used only with approval of engineer prior to installation.

UT-0014-24 003500-1 September 2025

DOCUMENT 003500

BID BOND

KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, ________________________________________as Principal, and _____________________ as Surety, are hereby

Held and firmly bound unto ______________________as Owner in the penal sum of ________________________ for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns. Signed, this day of ________________, 20___. The Condition of the above obligation is such that whereas the Principal submitted to a certain Bid, attached hereto and hereby made a part hereof to enter into a contract in writing, for (5) percent of the total Bid.

NOW, THEREFORE,

(a) If said Bid shall be rejected, or in the alternate,

(b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the Form of

Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a bond for his faithful performance of said contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Bid, then this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed upon that the liability of the

Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated.

The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Owner may accept such Bid; and said Surety does hereby waive notice of any such extension.

IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above.

(Principal)

(Surety)

IMPORTANT - Surety companies executing bonds must appear on the Treasury Department's most current list

(Circular 570 as amended) and be authorized to transact business in the state where the project is located.

UT-0014-24 003500-2 September 2025

UT-0014-24 003550-1 September 2025

DOCUMENT 003550

E-VERIFY CERTIFICATION

WHEREAS, the undersigned proposes to furnish labor and materials under a contract named 2025 CANYON

CREST PRESSURIZED IRRIGATION REPLACEMENT PROJECT, in the City of Alpine, County of

Utah, State of Utah of which Alpine City is Owner.

NOW THEREFORE, this _______________ day of _____________________, 20_____, the undersigned contractor, verifies his compliance with Utah Code Ann. § G63-11-103 and 13-47-201, stating affirmatively that the individual, firm, or corporation which is contracting with Alpine City has registered with and is participating in a federal work authorization program in accordance with the applicability provisions and deadlines established in Utah Code Ann. § G63-11-103 and 13-47-201.

The undersigned contractor further agrees that, should it employ or contract with any subcontractor(s) in connection with the physical performance of services pursuant to the contract with Alpine City, of which this certification is a part, the undersigned contractor will secure from such subcontractor(s) similar verification of compliance with Utah Code Ann. § G63-11-103 and 13-47-201. The undersigned contractor further agrees to maintain records of such compliance and provide a copy of each such verification to Alpine City at the time the subcontractor(s) is retained to perform such service.

E-Verify Number _________________________________________________

{AFFIX} Contractor (Name of sole ownership, {CORPORATE} corporation or partnership)

{SEAL}

{HERE}

(Signature of Authorized Representative)

Title: _________________________________________

UT-0014-24 003550-2 September 2025

UT-0014-24 003560-1 September 2025

DOCUMENT 003560

NON-COLLUSION AFFIDAVIT

, being the first duly sworn, deposes and says that:

1. He/she is of

(Owner, partner, etc.) (Company) the Bidder that has submitted the attached Bid;

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

3. Such Bid is genuine and is not a collusive or sham Bid;

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

5. No member of the City Council, or other Officers of Alpine City, or any person in the employ of the City is directly or indirectly interested in the bid, or the work to which it relates, or in any portion of the profits thereof; and,

6. The prices quoted in the attached Bid are fair and proper and are not tainted by any collusion, conspiracy, connivance or unlawful agreement on the part of the Bidder or any of its agents, representatives, owners, employees or parties in interest including this affiant;

7. I am/The Bidder is not indebted to Alpine City in any form or manner.

Signature: Date:

Title: Witness:

UT-0014-24 003560-2 September 2025

UT-0014-24 003600-1 September 2025

DOCUMENT 003600

NOTICE OF AWARD

To:

PROJECT Description: Alpine City – 2025 CANYON CREST PRESSURIZED IRRIGATION REPLACEMENT

PROJECT

The OWNER has considered the BID submitted by you for the above described WORK in response to its Invitation to Bid dated , 20 and Information for Bidders.

You are hereby notified that your BID has been accepted for items in the amount of $ .

You are required by the Information for Bidders to execute the Agreement and furnish the required CONTRACTOR'S Performance Bond, Payment Bond, and Certificates of Insurance within ten (10) calendar days from the date of this notice to you.

If you fail to execute said Agreement and to furnish said Bonds within ten (10) days from the date of this Notice, said OWNER will be entitled to consider all your rights arising out of the OWNER'S acceptance of your BID as abandoned and as a forfeiture of your Bid Bond. The OWNER will be entitled to such other rights as may be granted by law.

You are required to return an acknowledged copy of this Notice of Award to the OWNER.

Dated this day of , 2025.

Alpine City Owner

ACCEPTANCE OF NOTICE By

Receipt of the above NOTICE OF AWARD is hereby acknowledged Title Mayor

By this the day of , 2025.

Title

UT-0014-24 003600-2 September 2025

UT-0014-24 005000-1 September 2025

DOCUMENT 005000

AGREEMENT

THIS AGREEMENT, made this day of , 20 , by and between Alpine City, hereinafter called "OWNER" and doing business as (a corporation,) hereinafter called "CONTRACTOR".

WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned:

1. The CONTRACTOR will commence and complete construction of 2025 Canyon Crest Pressurized

Irrigation Replacement Project.

2. The CONTRACTOR will furnish all of the material, supplies, tools, equipment, labor and other services necessary for the construction and completion of the project described herein.

3. The CONTRACTOR will commence the work required by the CONTRACT DOCUMENTS within ten (10) calendar days after the date of the Notice to Proceed and will complete the work required by the CONTRACT DOCUMENTS by April 15, 2026 (See Section 010100 for additional limitations), unless the period for completion is extended otherwise by the CONTRACT DOCUMENTS.

4. The CONTRACTOR agrees to perform all of the WORK described in the CONTRACT

DOCUMENTS and comply with the terms therein for the sum of $ .

5. The term "CONTRACT DOCUMENTS" means and includes the following:

(A) Advertisement for BIDS

(B) Information for BIDDERS

(C) Information Required of Bidder

(D) Bid

(E) Bid Bond

(F) E-Verify Certification

(G) Non-Collusion Affidavit

(H) Notice of Award

(I) Agreement

(J) Notice to Proceed

(K) Payment Bond

(L) Performance Bond

(M) Certificate of Insurance

(N) General Conditions

(O) Supplementary Conditions

(P) Special Provisions

UT-0014-24 005000-2 September 2025

(Q) Contract Change Order

(S) Project Specifications prepared or issued by Horrocks.

(T) Alpine City Construction Standard Specifications and Details dated September 2023.

(U) American Public Works Association (APWA) Manual of Standard Specifications and Standard Plans, 2017 Edition.

(V) Drawings prepared by Horrocks.

(W) Addendum:

No. , DATED , 20 .

No. , DATED , 20 .

6. The OWNER will pay to the CONTRACTOR in the manner at such times as set forth in the General

Conditions such amounts as required by the CONTRACT DOCUMENTS. A five (5) percent retainage will be held until final payment is issued, at which point the retainage will be released.

7. This Agreement shall be binding upon all parties hereto and their respective heirs, executors, administrators, successors, and assigns. IN WITNESS WHEREOF, the parties hereto have executed, or caused to be executed by their duly authorized officials, this Agreement in triplicate, each of which shall be deemed an original on the date first above written.

OWNER:

(SEAL) Name

ATTEST: Title Mayor

Name (please type)

CONTRACTOR:

(SEAL) By

ATTEST: Name

Name

UT-0014-24 005100-1 September 2025

DOCUMENT 005100

NOTICE TO PROCEED

To: Date:

You are hereby notified to commence work in accordance with the Agreement dated , on or before , and you are to complete the WORK by April 15, 2026 (See Section 010100 for additional limitations).

Owner

ACCEPTANCE OF NOTICE By

Carla Merrill

Receipt of the above NOTICE TO Title Mayor

PROCEED is hereby acknowledged this the day of , 20 .

UT-0014-24 005100-2 September 2025

UT-0014-24 006000-1 September 2025

DOCUMENT 006000

PAYMENT BOND

KNOW ALL MEN BY THESE PRESENTS: that

(Name of Contractor)

(Address of Contractor) a , hereinafter called Principal, (Corporation, Partnership, or Individual) and

(Name of Surety)

(Address of Surety) hereinafter called Surety, are held and firmly bound unto

(Name of Owner)

(Address of Owner) hereinafter called OWNER, in the penal sum of

Dollars ($ ) in lawful money of the United States, for the payment of which sum, well and truly to be made, we bind ourselves, successors, and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal entered into a certain contract with the OWNER, dated the day of , 20___, a copy of which is hereto attached and made a part hereof for the construction of:

NOW THEREFORE, if the Principal shall promptly make payment to all persons, firms, SUBCONTRACTORS, and corporations furnishing materials for or performing labor in the prosecution of the WORK provided for in such contract, and any authorized extension or modification thereof, including all amounts due for materials, lubricants, oil, gasoline, coal and coke, repairs on machinery, equipment and tools, consumed or used in connection with the construction of such WORK, and all insurance premiums on said WORK, and for all labor, performed in such WORK whether by SUBCONTRACTOR or otherwise, then this obligation shall be void; otherwise to remain in full force and effect.

PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Title 14, Chapter 1, Utah Code Annotated 1953, as amended, and all liabilities on this bond shall be determined in accordance with said provisions to the extent as if it was copied at length herein.

UT-0014-24 006000-2 September 2025

PROVIDED FURTHER, that the said Surety for value received hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the WORK to be performed thereunder or in the SPECIFICATIONS accompanying the same shall in any wise affect its obligation on this BOND, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the SPECIFICATIONS.

PROVIDED FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary, whose claim may be unsatisfied.

IN WITNESS WHEREOF, this instrument is executed in counterparts, each one of which shall be deemed an original, this the day of , 20___.

ATTEST:

Principal

Principal Secretary

(Seal)

Witness as to Principal

Surety

Witness as to Surety Attorney in Fact

Address Address

Note: Date of BOND must not be prior to date of Contract. If CONTRACTOR is Partnership, all partners should execute BOND.

IMPORTANT: Surety companies executing BONDS must appear on the Treasury Department's most current list

(Circular 570 as amended) and be authorized to transact business in the State where the PROJECT is located.

UT-0014-24 006100-1 September 2025

DOCUMENT 006100

PERFORMANCE BOND

KNOW ALL MEN BY THESE PRESENTS: that

(Name of Contractor)

(Address of Contractor) a , hereinafter called Principal, (Corporation, Partnership, or Individual) and

(Name of Surety)

(Address of Surety) hereinafter called Surety, are held and firmly bound unto

(Name of Owner)

(Address of Owner) hereinafter called OWNER, in the penal sum of

Dollars ($ ) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors, and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal entered into a certain contract with the OWNER, dated the day of , 20___, a copy of which is hereto attached and made a part hereof for the construction of:

NOW, THEREFORE if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions, and agreements of said contract during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without notice to the Surety and during the one year guaranty period, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless the OWNER from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect.

PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Title 14, Chapter 1, Utah Code Annotated 1953, as amended, and all liabilities on this bond shall be determined in accordance with said provisions to the extent as if it was copied at length herein.

UT-0014-24 006100-2 September 2025

PROVIDED FURTHER, that the said Surety for value received hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the WORK to be performed thereunder or in the SPECIFICATIONS accompanying the same shall in any wise affect its obligation on this BOND, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the SPECIFICATIONS.

PROVIDED FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary, whose claim may be unsatisfied.

IN WITNESS WHEREOF, this instrument is executed in counterparts, each one of which shall be deemed an original, this the day of , 20___.

Principal

Principal Secretary

(Seal)

Witness as to Principal

Surety

Witness as to Surety Attorney in Fact

Address Address

Note: Date of BOND must not be prior to date of Contract If CONTRACTOR is Partnership, all partners should execute BOND.

IMPORTANT: Surety companies executing BONDS must appear on the Treasury Department's most current list

(Circular 570 as amended) and be authorized to transact business in the State where the PROJECT is located.

UT-0014-24 006500-1 September 2025

SECTION 006500

CERTIFICATE OF INSURANCE

1.01 PROCEDURE

1. For filing purposes, add Certificates of Insurance to the Contract Documents following this page.

UT-0014-24 006500-2 September 2025

UT-0014-24 007000-1 September 2025

SECTION 007000

GENERAL CONDITIONS

1.01 DOCUMENT INCLUDES

1. The Standard General Conditions of the Construction Contract prepared by the Engineers Joint

Contract Documents Committee (EJCDC) have been adopted for this project and are included in…

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