6-3-CS27021-27211510-Approved Specs.pdf

BID SCHEDULE AND

TECHNICAL

SPECIFICATIONS FOR

DNR ANTELOPE ISLAND

WELL REPLACEMENT

PROJECT (DFCM

PROJECT NO. 27211510)

PREPARED FOR:

DFCM

4315 S 2700 W, 3RD Floor

Taylorsville, UT 84129

DATE:

August 24, 2026

PREPARED BY:

Max Nelsen, EIT

REVIEWED BY:

Robert Rousselle, PE

ENSIGN ENGINEERING & LAND SURVEYING

45 West 10000 South, Suite 500

Sandy, Utah 84070

801.255.0529 Main

801.255.4449 Fax

www.ensigneng.com

08/24/2026 3/31/2027

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

THOMAS PETERSON

09/10/2026

- i -

SECTION 00 00 10 - TABLE OF CONTENTS

PROCUREMENT REQUIREMENTS

Section Title

00 42 14 Bid Schedules

APWA INCLUSION DOCUMENT

TECHNICAL SPECIFICATIONS

DIVISION 1 – GENERAL REQUIREMENTS

01 10 00 Summary of Work

01 15 00 Measurement and Payment

01 33 00 Contractor Submittals

01 40 00 Quality Requirements

01 42 00 Abbreviations and Reference Standards

01 50 00 Temporary Facilities and Controls

01 50 50 Mobilization

01 53 00 Protection of Existing Facilities

01 56 00 Project Environmental Controls

01 60 00 Materials and Equipment

01 61 00 Product Requirements

01 66 00 Equipment Testing and Startup

01 74 19 Construction Waste Management and Disposal

01 77 00 Closeout Procedures

01 78 23 Operation and Maintenance Data

01 78 39 Project Record Documents

DIVISION 2 – EXISTING CONDITIONS

02 41 13 Selective Site Demolition

DIVISION 3 – CONCRETE

03 11 00 Concrete Forming

03 20 00 Concrete Reinforcing

03 30 04 Concrete

03 30 05 Concrete Testing

03 30 10 Concrete Placement

03 35 00 Concrete Finishing

03 39 00 Concrete Curing

03 40 00 Precast Concrete

03 61 00 Cementitious Grouting

- ii -

DIVISION 5 – METALS

05 05 10 Metal Galvanizing

05 05 23 Bolts, Nuts and Accessories

05 53 00 Gratings and Floor Plates

05 56 00 Metal Casings

05 80 13 Miscellaneous Metalwork

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

07 19 00 Water Repellant

07 92 11 Sealants, Caulking, and Below Grade Waterproofing

DIVISION 9 – FINISHES

09 98 00 Protective Coatings

DIVISION 22 – PLUMBING PIPING

22 00 50 General Pipes and Fittings

DIVISION 26 – ELECTRICAL

26 05 00 Basic Electrical Materials – Methods

26 05 33 Raceways

DIVISION 31 – EARTHWORK

31 05 13 Common Fill

31 05 19 Geotextiles

31 11 00 Site Clearing

31 22 19 Finish Grading

31 23 16 Excavation

31 23 17 Rock Removal

31 23 23 Backfilling for Structures

31 23 26 Compaction

31 25 00 Erosion and Sedimentation Control

31 31 19 Vegetation Control

31 37 00 Riprap or Rock Lining

31 50 00 Excavation Support and Protection

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 01 05.05 Restoration of Improvements

32 05 10 Backfilling Roadways

32 11 23 Aggregate Base Courses

32 91 19 Landscape Grading

32 93 13 Ground Cover

- iii -

32 98 00 Vegetation Establishment Period

DIVISION 33 – UTILITIES

33 01 10.58 Disinfection of Water Utility Piping Systems

33 01 12 Protecting and Relocation of Utilities

33 05 05.29 Hydrostatic Pipeline Testing

33 05 05 Ductile Iron Pipe

33 05 07 Polyvinyl Chloride Pipe

33 05 14 Utility Grade Adjustment

33 05 20 Backfilling Trenches

31 05 61 Concrete Manholes

33 14 19 Valves and Hydrants for Water Utility Service

33 12 33 Water Meter

33 21 00 Water Supply Wells

DIVISION 40 – PROCESS INTEGRATION

40 90 00 Instrumentation and Control for Process System

40 91 23 Miscellaneous Properties Process Measurement Devices

40 95 13 Process Control Panels and Hardware

PROCUREMENT REQUIREMENTS

Item Description Unit Qty Unit Price Total Cost

ALT 1 - 1 Solar Power and Telemetry System LS 1 $ $

TOTAL BASE BID LUMP SUM AMOUNT (WRITTEN)

ALTERNATE 1 - SOLAR POWER AND TELEMETRY SYSTEM

00 42 14 BID SCHEDULE

DNR ANTELOPE ISLAND WELL REPLACEMENT PROJECT

(DFCM PROJECT: 27211510)

UTAH STATE PARKS AND UTAH DEPARTMENT OF ADMINISTRATIVE SERVICES - DIVISION OF

FACILITIES CONSTRUCTION AND MANAGEMENT

TOTAL BASE BID LUMP SUM AMOUNT $

BASE BID - DNR ANTELOPE ISLAND WELL REPLACEMENT

SCHEDULE A - PRODUCTION WELL DRILLING AND COMPLETION $

$SCHEDULE B - WELL SITE IMPROVEMENTS

TOTAL ALTERNATE 1 AMOUNT (WRITTEN)

TOTAL BASE BID PLUS ALTERNATE 1 AMOUNT (WRITTEN)

TOTAL BASE BID PLUS ALTERNATE 1 $

TOTAL ALTERNATE 1

TOTAL BASE BID

TOTAL BASE BIT AMOUNT (WRITTEN)

TOTAL ALTERNATE 1 AMOUNT $

TOTAL ALTERNATE 1 AMOUNT (WRITTEN)

SUMMARY

00 42 14-1

Unit Price Item Description Unit Unit Price

1 Drill and Drive 14-inch Diameter 0.25-inch Wall Standard Steel Casing LF $

Furnish and Install 8-inch, 0.25-inch Blank Stainless Casing Below Well

Screen for Sediment Storage and Centralizer Straps

LF $

Furnish and Install 8-inch dia. SS STD FLO Shuttered Screen (0.12-in

Slot)

LF $

Furnish and Install 8-inch, 0.25-inch Blank Stainless Casing from

Screen

LF $

Furnish and Install Stainless Steel Casing Centralizer straps at 60-foot

Centers, 4 Straps per Center

EA $

Remove Temporary 14-inch Casing with Casing Jacks as Gravel

Pack/Formation Stablilizer and Sanitary Seal are Installed

LF $

Furnish and Install 8/16 Filter Pack Around Annulus between 8-inch

Casing Pipe and 14-inch Bore Hole as 14-inch temporary steel is

Jacked Out

LF $

Furnish and Install Unhydrated Bentonite Sanitary Seal Around Annulus of 8-inch Conductor Pipe and 14-inch Bore Hole

LF $

Furnish and Install Certified Cement Grout Sanitary Seal Around

Annulus between 8-inch Casing Pipe and 14-inch Bore Hole as 14-inch

Temporary Steel is Jacked Out

LF $

10 Sieve Analysis EA $

Well Development as Directed by ENGINEER, Utilizing Surge Block

Techniques

HR $

12 Earthwork including Excavation, Fill, and Fine Grading CY $

13 Furnish and Install 6-inch CL350 Ductile Iron Pipe LF $

14 Furnish and Install 6-inch DR18 C900 PVC Pipe LF $

15 Unpaved Road/Parking Section SF $

16 6-inch Burried Gate Valve EA $

UNIT PRICES

The undersigned Bidder agrees, in case of an authorized adjustment to the scope of work listed in the Base Bid and Alternate 1, the following unit prices will be used in adjusting the Contract Amount:

Additive/ Deductive Pricing is a price to either reduce the contract price for work bid under the base bid and alternates or to increase the contract price for work bid under the base bid and alternates.

The Contractor must complete all bid items including the base bid, alternates, unit pricing, and additives/ deductives to be considered responsive

00 42 14-2

APWA INCLUSION DOCUMENT

APWA Inclusion Document

01 00 01 - 1

DOCUMENT 01 00 01

AMERICAN PUBLIC WORKS ASSOCIATION

TECHNICAL SPECIFICATIONS

INCLUSION DOCUMENT

The General Conditions, Technical Specification and Standard Plan Documents that shall govern this Project are listed below:

American Public Works (APWA)

Manual of Standard Specifications and Manual of Standard Plans – 2026 Edition

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

Standard Plans (2026 Edition) Documents are made a part of this Project by this reference.

The Divisions listed below are the Divisions that apply to this Project. See below for the appropriate Sections within each Division.

DIVISION 02 – EXISTING CONDITIONS

DIVISION 03 – CONCRETE

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

DIVISION 31 – EARTHWORK

DIVISION 32 – EXTERIOR IMPROVEMENTS

DIVISION 33 – UTILITIES

The APWA Manual of Standard Specifications and Plans should be used in the preparation of the Bid for this Project. It is the Bidders responsibility to utilize these Documents and to know and understand them as they apply to this Project and to include in their Bid any costs associated with complying with the provisions provided therein.

It shall be required that these Documents be on site at all times during Construction.

The APWA Manual is available at the following locations which are listed below:

• For Purchase at: Utah LTAP Center

Utah State University

Logan, Utah 84322-8205

Phone Number (800) 822-8878 or (435) 797-2931

The following Sections within the appropriate Division of the APWA Manual are included for the construction of the “DNR Antelope Island Well Replacement Project (DFCM Project

No. 27211510)”:

DIVISION 02 EXISTING CONDITIONS

02 00 00 Existing Conditions

02 41 13 Selective Site Demolition

APWA Inclusion Document

01 00 01 - 2

DIVISION 03 CONCRETE

03 11 00 Concrete Forming

03 20 00 Concrete Reinforcing

03 30 04 Concrete

03 30 05 Concrete Testing

03 30 10 Concrete Placement

03 35 00 Concrete Finishing

03 39 00 Concrete Curing

03 40 00 Precast Concrete

03 61 00 Cementitious Grouting

DIVISION 05 METALS

05 05 10 Metal Galvanizing

05 05 23 Bolts, Nuts and Accessories

05 53 00 Gratings and Floor Plates

05 56 00 Metal Castings

DIVISION 07 THERMAL AND MOISTURE PROTECTION

07 19 00 Water Repellant

DIVISION 31 EARTH WORK

31 05 13 Common Fill

31 05 19 Geotextiles

31 11 00 Site Clearing

31 22 19 Finish Grading

31 23 16 Excavation

31 23 17 Rock Removal

31 23 23 Backfilling for Structures

31 23 26 Compaction

31 25 00 Erosion and Sedimentation Control

31 31 19 Vegetation Control

31 37 00 Riprap or Rock Lining

DIVISION 32 EXTERIOR IMPROVEMENTS

32 05 10 Backfilling Roadways

32 11 23 Aggregate Base Courses

32 91 19 Landscape Grading

32 93 13 Ground Cover

32 98 00 Vegetation Establishment Period

DIVISION 33 UTILITIES

33 05 05 Ductile Iron Pipe

33 05 07 Polyvinyl Chloride Pipe

33 05 14 Utility Grade Adjustment

33 05 20 Backfilling Trenches

33 12 16 Water Valves

33 12 33 Water Meter

(End Inclusion Document)

TECHNICAL PROVISIONS

DIVISION 1 – GENERAL REQUIREMENTS

SUMMARY OF WORK

01 10 00 - 1

SECTION 01 10 00 – SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Project information.

2. Construction Phasing.

3. Work covered by Contract Documents.

4. Owner Furnished Equipment

5. Access to site.

6. Coordination with occupants.

7. Work restrictions.

8. Specification and drawing conventions.

9. Miscellaneous provisions.

B. Related Requirements:

1. Section 01 50 00 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

1.2 PROJECT INFORMATION

A. Project Identification: DNR Antelope Island Well Replacement Project (DFCM Project No.

27211510)

1. Project Location:

a. Project is located approximately 0.5 miles northwest of Antelope Island Marina on the south side of the Antelope Island Causeway, as shown in project drawings

b. Project located approximately 7,532-feet North, 2,716-feet East from Northwest of

Section 31, Township 4 North, Range 3 West Salt Lake Base and Meridian

B. Owner: Utah Department of Administrative Services – Division of Facilities Construction and

Management and Utah State Parks

1. Owner's Representative: Mathew Daley – (385)-244-5302

Offices Located at:

4315 South 2700 West, Floor 3, Taylorsville, UT 84129-2128

C. Retain "Contractor" Paragraph below only if Contractor is selected by negotiation and subcontracts are subsequently bid.

Contractor: “TBD” has been engaged as Contractor for this Project.

D. Engineer: Ensign Engineering and Land Surveying, Robert Rousselle PE and (801) 255-0529.

01 10 00 - 2

1. Engineer has been engaged for this Project to provide engineering services and to serve as

Project's coordinator.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. The following list has been furnished for the convenience of the Contractor and shall not be considered as representing all Work required in the Contract Documents. Contractor shall not take advantage of any errors or omissions in this listing and shall report any discrepancies or questionable items to the Engineer for clarification. The Work of Project is defined by the

Contract Documents and consists of construction and installation of the following:

1. Base Bid: Schedule A – Production Well Drilling and Equipping

a. Mobilization.

b. Construction Traffic Control.

c. Furnish and Install 14-inch Diameter Drive Shoe Welded to Bottom of Temporary

14-Inch Casing.

d. Drill and Drive 14-inch Diameter 0.25-inch Wall Standard Steel Casing From the

Surface to 500 Feet Below Ground Surface (500 Linear Feet).

e. Weld to 14-inch Diameter Casing 4-inch Temporary Artesian Relief Line to

Discharge to Great Salt Lake.

f. Furnish and Install 8-inch, 0.25-inch Weight Blank Stainless Casing Below Well

Screen for Sediment Storage and Centralizer Straps (5 Linear Feet).

g. Furnish and Install 8-inch Diameter Stainless Steel Standard Flo Shuttered Screen

(0.12-Inch Slot) (50 Linear Feet).

h. Furnish and Install 8-inch, 0.25-inch Weight Blank Stainless Steel Casing from 500-feet to 495-feet and Screen to 1.5-feet Above Ground Surface (451.50 Linear Feet).

i. Furnish and Install 1.5-inch Gravel/Filter Pack Feed Pipe Banded to the Outside of the 8-inch Diameter Casing on 40-foot Centers (180 Linear Feet).

j. Furnish and Install Stainless Steel Casing Centralizer Straps at 60-feet Centers, 4

Straps per Center (40 EA).

k. Remove Temporary 14-inch Casing with Casing Jacks as Gravel Pack/Formation

Stabilizer and Sanitary Seal are Installed.

l. Furnish and Install 8/16 Filter Pack from 165-feet Below Ground Surface to 500-feet Below Ground Surface Around Annulus Between 8-inch Casing Pipe and 12-inch Bore Hole as 14-inch Temporary Steel is Jacked Out (335 Linear Feet).

m. Furnish and Install Bentonite Sanitary Seal from 160-feet to 165-feet Below Ground

Surface Around Annulus of 8-inch Casing Pipe and 14-inch Bore Hole as 14-inch

Temporary Steel is Jacked Out (5 Linear Feet).

n. Furnish and Install Certified Cement Grout Sanitary Seal from Surface to 160-feet

Below Ground Surface Around Annulus of 8-inch Casing Pipe and 14-inch Bore

Hole as 14-inch Temporary Steel is Jacked Out (160 Linear Feet).

o. Sieve Analyzes (30 Each).

p. Well Development as Directed by ENGINEER, Utilizing Surge Block Techniques

(80 Hours).

q. Clean Well Screened Section After Well Development Utilizing Brush and Bale

Techniques.

r. Well Disinfection.

s. Flow Test (3 Days).

t. Clean Well Bore After Flow Test Completed.

u. Furnish and Install Miscellaneous Items.

01 10 00 - 3

v. Well Driller's Log and Coordination Permitting through the Utah Division of Water

Rights.

w. Surface Discharge Permitting through Utah Division of Water Quality

2. Base Bid: Schedule B – Well Site Improvements

a. Mobilization.

b. Construction Traffic Control.

c. Site Prep, Clearing, Grubbing, Strip and Save Topsoil.

d. Construction Staking and Layout.

e. Erosion Control.

f. Earthwork Including Excavation, Fill, and Fine Grading.

g. Furnish and Install 6-inch CL350 Ductile Iron Pipe.

h. Furnish and Install 6-inch Gate Valves.

i. Furnish and Install 6-inch Check Valves.

j. Furnish, Place, and Compact Unpaved Section.

k. Furnish and Place Precast Concrete Mag Meter Manholes Including Cast-in-Place

Base, Centering Bollards, Hatch, Manhole Steps, and Appurtenances.

l. Furnish and Place Precast Well Manhole Including Cast-in-Place Base, Centering

Bollards, Hatch, Manhole Steps, and Appurtenances.

m. Furnish and Install Mag Meter.

n. Furnish and Install Pressure Gauge and Pressure Transducer Including Associated

Tap, Ball Valves, Pipes, Fittings, and Appurtenances.

o. Furnish and Install Miscellaneous Items such as Tideflex Check Valve and Screens.

p. Flushing and Disinfection of Water Pipes.

q. Pressure Testing of Water Pipes.

r. Permitting and Coordination.

3. Alternate 1 – Solar Power and Telemetry Improvements

a. Site Electrical Including Trenching, Electrical Conduits, Pull Wire, and Wire to

Instruments.

b. Galvanized Metal Pole and Foundation.

c. Rocks around Metal Pole.

d. Solar Power System.

e. Batteries and Battery Box.

f. Intrusion Switches.

g. RTU and Panel as Detailed on Project Plans.

B. Type of Contract

1. Project will be constructed under a single prime contract with bid items as indicated in the bid schedule.

C. DFCM General Conditions apply to the project and are located on DFCM’s website at:

https://dfcm.utah.gov/construction-management/standards-documents/ .

1.4 OWNER FURNISHED EQUIPMENT

1. Owner furnished and installed equipment and materials are indicated in the project drawings. The Contractor will be expected to coordinate schedules and work priority to facilitate access for owner furnished and installed equipment

2. There is no Owner furnished and install equipment.

https://dfcm.utah.gov/construction-management/standards-documents/

01 10 00 - 4

1.5 ACCESS TO SITE

A. Use of Site: Limit use of Project site to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Driveways, Walkways and Entrances: Keep driveways and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances by construction operations.

B. Refer to Project Drawings for additional Requirements.

1.6 COORDINATION WITH OCCUPANTS

A. Full Owner Occupancy: Owner(s) will occupy sites and existing building(s) during entire construction period. Cooperate with Owner(s) during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day operations. Maintain existing exits unless otherwise indicated.

1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities and accesses without written permission from Owner and approval of authorities having jurisdiction.

2. Notify Owner not less than 72 hours in advance of activities that will affect Owner's operations.

B. Owner Limited Occupancy of Completed Areas of Construction: Owner(s) reserves the right to occupy and to place and install equipment in completed portions of the Work, prior to Substantial

Completion of the Work, provided such occupancy does not interfere with completion of the

Work. Such placement of equipment and limited occupancy shall not constitute acceptance of the total Work.

1. Engineer will prepare a Certificate of Substantial Completion for each specific portion of the Work to be occupied prior to Owner acceptance of the completed Work.

2. Before limited Owner occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed. On occupancy, Owner will operate and maintain mechanical and electrical systems serving occupied portions of Work.

3. On occupancy, Owner will assume responsibility for maintenance and custodial service for occupied portions of Work.

1.7 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with restrictions on construction operations.

01 10 00 - 5

1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction.

B. On-Site Work Hours: 7am -9pm Monday through Saturday, 9am-9pm Sunday.

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:

1. Notify Owner not less than three (3) business days in advance of proposed utility interruptions.

D. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner.

1. Notify Owner not less than three (3) business days in advance of proposed disruptive operations.

E. Controlled Substances: Use of alcohol products on Project site is not permitted.

F. Refer to Project Drawings for Additional Requirements

1.8 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations.

These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

2. Abbreviations: Materials and products are identified by abbreviations and scheduled on

Drawings.

01 10 00 - 6

3. Keynoting: Materials and products are identified by reference keynotes referencing

Specification Section numbers found in this Project Manual.

1.9 QUALITY ASSURANCE/ QUALITY CONTROL

A. The Contractor shall perform QA/QC testing at the minimum frequencies using method described in the PROJECT MANUAL.

1.10 SCHEDULE

A. The Contractor is required to submit a construction schedule at the pre-construction meeting.

B. The Contractor is required to coordinate with DFCM, State Parks, and Engineer personnel throughout construction.

1.11 COORDINATION WITH DELIVERIES

A. Not Applicable.

1.12 PERMITS & INSPECTIONS

A. It is the Contractor’s responsibility, at their expense, to maintain Erosion Control for the Project

Site related to construction activities throughout construction.

B. The following are the know permits the contractor will need to obtain or have been submitted by project team "Project Provided" as noted. It shall be the responsibility of the Contractor to confirm they have obtained all permits along with the associated fees. These fees shall be calculated in the Contractor's project bid.

1. Surface Discharge Permit - Contractor Provided

2. Davis County Work Permit - Contractor Provided

3. DFCM Building Permit - Project Provided

4. Utah Water Rights Change Application and Start Card - Project Provided

5. Utah Division of Drinking Water Plan Approval - Project Provided

6. Utah Division of Drinking Water Operating Permit - Project Provided with Contractor's

Assistance

C. The Contractor is responsible to arrange for inspections and coordinate with the governing authorities. Contractor must submit copies of daily inspection/ construction reports to the Owner.

D. The Contractor shall perform construction materials testing at the minimum frequencies using methods described in the Project Manual.

1.13 WATER SAMPLING

A. The Contractor will be responsible for water testing and sampling at the frequencies described in the PROJECT DRAWINGS.

01 10 00 - 7

1.14 QUALITY CONTROL

A. Contractor Responsibilities: Contractor will coordinate with testing firm to perform testing and inspection services.

B. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct.

C. Any changes or deviations from the approved construction plans and specifications must be approved prior to commencing work on the change.

1.15 CONSTRUCTION STAKING

A. General: Contractor to engage a professional land surveyor to lay out the work using accepted surveying practices.

1. Establish benchmarks and control points to set lines and levels at each story of construction and elsewhere as needed to locate each element of Project.

2. Establish dimensions within tolerances indicated. Do not scale Drawings to obtain required dimensions.

3. Check the location, level and plumb, of every major element as the Work progresses.

4. Notify Construction Manager when deviations from required lines and levels exceed allowable tolerances.

1.16 CONSTRUCTION WATER

A. Coordinate with Owner for construction water at existing fire hydrants on Antelope Island.

1.17 EXCESS EARTHWORK AND ROCK

A. Coordinate with Owner on where they want excess earthwork to be spoiled.

B. Contractor may use rocks generated onsite for rock rip rap, if meeting gradation requirements, and crush for use as backfill if they meet backfill requirements.

PART 2 – PRODUCTS

Not Applicable

PART 3 – EXECUTION

Not Applicable

END OF SECTION

MEASUREMENT AND PAYMENT

01 15 00-1

SECTION 01 15 00 – MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section shall define the method to be used to measure and make payment for the work performed as described in the contract documents, technical specifications and design drawings, hereafter known as the PROJECT MANUAL.

1.2 DETAILS FOR PAYMENT OF BID ITEMS

A. General

1. The amount of work to be done or materials to be furnished under the contract as noted in the Bid Schedule are estimates and are not to be taken as an expression or implied statement that the actual amount of work or materials will correspond to the estimate.

2. The right is reserved to increase, decrease or entirely eliminate certain items from the work if found desirable or expedient, and the Contractor is cautioned against unbalancing of his bid by prorating his overhead and profit into one or two items only when there are a number of items on the bid. The overhead, indirect charges and profit shall be prorated on all items in the bid.

3. The Contractor will be allowed no claims for anticipated profits, loss of profits or for damages because of any difference between the estimated and the actual amounts of work done, or materials furnished or used in the completed project.

4. The Owner may order additions, deletions, or revisions to work. Credit or additions to bid items shall be allowed for any lump sum or unit price bid items based on the difference between the estimated and the actual amounts of work done, or materials furnished or used in the completed project.

B. Inclusions

1. Payment for this schedule shall be at the unit price or lump sum as bid, which payment shall be full compensation for all required work necessary to complete this schedule as outlined in the PROJECT MANUAL.

2. Unit prices and lump sum payments shall be considered full compensation for all direct and indirect costs, overhead, profit, insurance, bonds, taxes, fees, permits and for furnishing all materials, labor, equipment, tools and doing all work as shown on the project drawings, defined in the specifications and as stipulated herein. Bid prices shall include all protective and remedial measures to bring work into compliance with the PROJECT MANUAL.

01 15 00-2

1.3 BID ITEMS

A. BASE BID

Under this item the Contractor shall be paid the lump sum price bid as full compensation for all materials, labor, and equipment to complete the following work on the DNR Antelope Island Well

Replacement Project. Contractor shall not take advantage of any errors or omissions in this listing and shall report any discrepancies or questionable items to the Engineer for clarification. The

Work of Project is defined by the Contract Documents and consists of construction and installation of the following:

Schedule A - Production Well Drilling and Equipping

1. Mobilization.

2. Construction Traffic Control.

3. Furnish and Install 14-inch Diameter Drive Shoe Welded to Bottom of Temporary 14-Inch

Casing.

4. Drill and Drive 14-inch Diameter 0.25-inch Wall Standard Steel Casing From the Surface to

500 Feet Below Ground Surface (500 Linear Feet).

5. Weld to 14-inch Diameter Casing 4-inch Temporary Artesian Relief Line to Discharge to

Great Salt Lake.

6. Furnish and Install 8-inch, 0.25-inch Weight Blank Stainless Casing Below Well Screen for

Sediment Storage and Centralizer Straps (5 Linear Feet).

7. Furnish and Install 8-inch Diameter Stainless Steel Standard Flo Shuttered Screen (0.12-Inch

Slot) (50 Linear Feet).

8. Furnish and Install 8-inch, 0.25-inch Weight Blank Stainless Steel Casing from Screen to 1.5-feet Above Ground Surface (451.5 Linear Feet).

9. Furnish and Install 1.5-inch Gravel/Filter Pack Feed Pipe Banded to the Outside of the 8-inch

Diameter Casing on 40-foot Centers (180 Linear Feet).

10. Furnish and Install Stainless Steel Casing Centralizer Straps at 60-feet Centers, 4 Straps per

Center (40 EA).

11. Remove Temporary 14-inch Casing with Casing Jacks as Gravel Pack/Formation Stabilizer and Sanitary Seal are Installed.

12. Furnish and Install 8/16 Filter Pack from 165-feet Below Ground Surface to 500-feet Below

Ground Surface Around Annulus Between 8-inch Casing Pipe and 12-inch Bore Hole as 14-inch

Temporary Steel is Jacked Out (335 Linear Feet).

13. Furnish and Install Bentonite Sanitary Seal from 160-feet to 165-feet Below Ground Surface

Around Annulus of 8-inch Casing Pipe and 14-inch Bore Hole as 14-inch Temporary Steel is

Jacked Out (5 Linear Feet).

14. Furnish and Install Certified Cement Grout Sanitary Seal from Surface to 160-feet Below

Ground Surface Around Annulus of 8-inch Casing Pipe and 14-inch Bore Hole as 14-inch

Temporary Steel is Jacked Out (160 Linear Feet).

15. Sieve Analyzes (30 Each).

16. Well Development as Directed by ENGINEER, Utilizing Surge Block Techniques (80 Hours).

17. Clean Well Screened Section After Well Development Utilizing Brush and Bale Techniques.

18. Well Disinfection.

19. Flow Test (3 Days).

20. Clean Well Bore After Flow Test Completed.

21. Furnish and Install Miscellaneous Items.

01 15 00-3

22. Well Driller's Log and Coordination Permitting through the Utah Division of Water Rights.0.

23. Surface Discharge Permitting through Utah Division of Water Quality

Schedule B - Well Site Improvements

1. Mobilization.

2. Construction Traffic Control.

3. Site Prep, Clearing, Grubbing, Strip and Save Topsoil.

4. Construction Staking and Layout.

5. Erosion Control.

6. Earthwork Including Excavation, Fill, and Fine Grading.

7. Furnish and Install 6-inch CL350 Ductile Iron Pipe.

8. Furnish and Install 6-inch Gate Valves.

9. Furnish and Install 6-inch Check Valves.

10. Furnish, Place, and Compact Unpaved Section.

11. Furnish and Place Precast Concrete Mag Meter Manholes Including Cast-in-Place Base, Centering Bollards, Hatch, Manhole Steps, and Appurtenances.

12. Furnish and Place Precast Well Manhole Including Cast-in-Place Base, Centering Bollards, Hatch, Manhole Steps, and Appurtenances.

12. Furnish and Install Mag Meter.

13. Furnish and Install Pressure Gauge and Pressure Transducer Including Associated Tap, Ball

Valves, Pipes, Fittings, and Appurtenances.

14. Furnish and Install Miscellaneous Items such as Tideflex Check Valve and Screens.

15. Flushing and Disinfection of Water Pipes.

16. Pressure Testing of Water Pipes.

17. Permitting and Coordination.

The Contractor Shall make his own determination of quantities required to complete the work.

No additional payment will be made for work outside of the work listed in the base bid as shown on the project drawings.

B. Alternate 1 – Solar Power and Telemetry Improvements

Under this item the Contractor shall be paid the lump sum price bid as full compensation for solar power and telemetry including materials, labor and equipment as indicated on project drawings:

1. Site Electrical Including Trenching, Electrical Conduits, Pull Wire, and Wire to Instruments.

2. Galvanized Metal Pole and Foundation.

3. Rocks around Metal Pole.

4. Solar Power System.

5. Batteries and Battery Box.

6. Intrusion Switches.

7. RTU and Panel as Detailed on Project Plans.

The Contractor Shall make his own determination of quantities required to complete the work.

No additional payment will be made for work outside of the work listed in the base bid as shown on the project drawings.

01 15 00-4

C. UNIT PRICES

UNIT PRICE ITEM #1 – Drill and Drive 14-inch Diameter 0.25-inch Wall Standard Steel Casing

1. Under this item the Contractor shall be paid the unit price bid per linear foot as full compensation for drilling and driving the 14-inch diameter, 0.25-inch wall thickness standard steel temporary casing to the depth specified in the project drawings. The unit price bid shall include all labor, materials, equipment, tools, alignment checks, welding/joining, incidentals, and operational setup necessary to drill and advance the temporary outer casing to complete the well borehole.

UNIT PRICE ITEM #2 – Furnish and Install 8-inch, 0.25-inch Blank Stainless Casing Below Well

Screen for Sediment Storage and Centralizer Straps

1. Under this item the Contractor shall be paid the unit price bid per linear foot as full compensation for furnishing and installing 8-inch diameter, 0.25-inch wall thickness blank stainless steel casing below the well screen for sediment storage, including centralizer straps. The unit price bid shall constitute full compensation for all labor, materials, equipment, tools, pipe cleaning, alignment, welding or joining, and incidentals required to set the sediment storage casing in accordance with the project drawings and specifications.

UNIT PRICE ITEM #3 – Furnish and Install 8-inch dia. SS STD FLO Shuttered Screen (0.12-in

Slot)

1. Under this item the Contractor shall be paid the unit price bid per linear foot as full compensation for furnishing and installing 8-inch diameter stainless steel standard flow shuttered screen with 0.12-inch slot openings. This item includes all labor, equipment, materials, specialized fittings, slot verification, and corrosion-resistant stainless steel screening materials to protect the well structure from sediment infiltration while maximizing water yield from the aquifer, as detailed in the specifications.

UNIT PRICE ITEM #4 – Furnish and Install 8-inch, 0.25-inch Blank Stainless Casing from Screen

1. Under this item the Contractor shall be paid the unit price bid per linear foot as full compensation for furnishing and installing 8-inch diameter, 0.25-inch wall thickness blank stainless steel casing extending upward from the top of the screen to the ground surface and wellhead layout. The unit price bid shall include all labor, materials, equipment, field joints, welds, alignment, cleaning, and incidentals required to complete the installation as shown on the project drawings.

01 15 00-5

UNIT PRICE ITEM #5 – Furnish and Install Stainless Steel Casing Centralizer straps at 60-foot

Centers, 4 Straps per Center

1. Under this item the Contractor shall be paid the unit price bid per each set, at 60-foot centers, 4 straps per center, as full compensation for furnishing and installing stainless steel centralizer straps along the well casing string. The unit price bid shall include all labor, materials, tools, equipment, attachment/securing hardware, and incidentals required to properly position and anchor the centralizers to maintain centered alignment of the casing within the borehole as detailed in the specifications.

UNIT PRICE ITEM #6 – Remove Temporary 14-inch Casing with Casing Jacks as Gravel

Pack/Formation Stabilizer and Sanitary Seal are Installed

1. Under this item the Contractor shall be paid the unit price bid per linear foot as full compensation for gradually extracting and removing the temporary 14-inch steel casing utilizing casing jacks or approved extraction equipment in tandem with the placement of the filter pack, formation stabilizer, and sanitary seals. The unit price bid shall include all labor, specialized heavy jacking equipment, tools, monitoring, rate control, and incidentals necessary to safely remove the casing without disrupting the underlying well column or seal placement.

UNIT PRICE ITEM #7 – Furnish and Install 8/16 Filter Pack Around Annulus between 8-inch

Casing Pipe and 14-inch Bore Hole as 14-inch temporary steel is Jacked Out

1. Under this item the Contractor shall be paid the unit price bid per linear foot as full compensation for furnishing and installing 8/16 washed silica filter pack in the annulus between the 8-inch casing pipe and the 14-inch borehole during the controlled removal of the temporary 14-inch casing. The unit price bid includes all labor, equipment, material procurement, tremie pipe operations, volume verification, soundings, and incidentals required to ensure uniform placement and prevent bridging around the casing string.

UNIT PRICE ITEM #8 – Furnish and Install Unhydrated Bentonite Sanitary Seal Around Annulus of 8-inch Conductor Pipe and 14-inch Bore Hole

1. Under this item the Contractor shall be paid the unit price bid per linear foot as full compensation for furnishing and placing an unhydrated bentonite sanitary seal in the annular space between the 8-inch pipe and the 14-inch borehole. The unit price bid shall include all labor, equipment, materials, tremie placement, hydration monitoring, depth measurements, and incidentals required to provide an continuous, impermeable annular seal per the project specifications.

01 15 00-6

UNIT PRICE ITEM #9 – Furnish and Install Certified Cement Grout Sanitary Seal Around

Annulus between 8-inch Casing Pipe and 14-inch Bore Hole as 14-inch Temporary Steel is Jacked

Out

1. Under this item the Contractor shall be paid the unit price bid per linear feet of completed sanitary grouting section/seal as full compensation for furnishing and pressure-grouting certified cement grout in the annulus between the 8-inch casing pipe and 14-inch borehole as the temporary 14-inch steel is jacked out. The unit price bid includes all labor, materials, mixing equipment, pumping equipment, pressure testing, certified cement mix formulations, curing time, and incidentals required to form a protective sanitary seal compliant with State Division of Drinking Water standards.

UNIT PRICE ITEM #10 – Sieve Analysis

1. Under this item the Contractor shall be paid the unit price bid per each as full compensation for performing sieve analyzes as directed by the Engineer. The unit price bid shall include all labor, materials, and equipment.

UNIT PRICE ITEM #11 – Well Development as Directed by ENGINEER, Utilizing Surge Block

Techniques

1. Under this item the Contractor shall be paid the unit price bid per hour as full compensation for performing well development operations utilizing mechanical surge block techniques as directed by the Engineer. The unit price bid shall include all labor, specialized rigs, surge tools, pumps, discharge piping, sand content testing, water clarity monitoring, and incidentals to develop the well until sand-free water production is achieved to the satisfaction of the Engineer.

UNIT PRICE ITEM #12 – Earthwork including Excavation, Fill, and Fine Grading

1. Under this item the Contractor shall be paid the unit price bid per cubic yard as full compensation for all site earthwork, including unclassified excavation, placement and compaction of backfill material, disposal of excess or unsuited spoils, and fine grading around the wellhead site as shown on the project drawings. The unit price bid shall include all labor, heavy equipment, hauling, compaction testing coordination, moisture conditioning, and incidentals required to establish the final neat-line finish grades.

01 15 00-7

UNIT PRICE ITEM #13 – Furnish and Install 6-inch CL350 Ductile Iron Pipe

1. Under this item the Contractor shall be paid the unit price bid per linear foot as full compensation for furnishing and installing 6-inch diameter Class 350 Ductile Iron Pipe, including excavation, pipe bedding, backfill, tracer wire, compaction, and clean up. The unit price bid shall also include all labor, equipment, trench stabilization methods, fittings, mechanical restraints, testing, disinfection, and materials to perform the job. The main shall be measured by the linear footage of pipe installed along the centerline, with stubs, caps, and appurtenances included as part of the total.

UNIT PRICE ITEM #14 – Furnish and Install 6-inch DR18 C900 PVC Pipe

1. Under this item the Contractor shall be paid the unit price bid per linear foot as full compensation for furnishing and installing 6-inch diameter DR18 C900 PVC pipe, including excavation, bedding, backfill, tracer wire, compaction, and clean up. The unit price bid shall include all labor, equipment, trench stabilization methods, gasketed joints, fittings, mechanical restraints, hydrostatic testing, disinfection, and materials necessary to perform the installation. The pipe shall be measured by the linear footage installed along the centerline.

UNIT PRICE ITEM #15 – Unpaved Road/Parking Section

1. Under this item the Contractor shall be paid the unit price bid per square foot as full compensation for furnishing, placing, grading, and compacting the unpaved structural road-base/gravel section for access roads and parking areas. This item includes all labor, equipment, material hauling, subgrade preparation, placement, and moisture-conditioning required to construct a stable unpaved driving surface to the neat-line depths and limits indicated on the project drawings.

UNIT PRICE ITEM #16 – 6-inch Buried Gate Valve

1. Under this item the Contractor shall be paid the unit price bid per each 6-inch buried gate valve furnished and installed. The unit price bid shall constitute full compensation for all labor, materials, tools, equipment, and incidentals required to complete the installation as detailed in the project drawings. This item includes the gate valve, valve box, stem extensions, operating nut, concrete collar, mechanical joints, restraints, and testing necessary for a fully operational buried water control valve.

PART 2 - PRODUCTS

Not applicable

01 15 00-8

PART 3 - EXECUTION

Not applicable

CONTRACTOR SUBMITTALS

01 33 00 - 1

SECTION 01 33 00 – CONTRACTOR SUBMITTALS

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes requirements for the submittal schedule and administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals.

B. Related Requirements:

1. Section 01 78 23 "Operation and Maintenance Data" for submitting operation and maintenance manuals.

2. Section 01 78 39 "Project Record Documents" for submitting record Drawings, record

Specifications, and record Product Data.

1.2 DEFINITIONS

A. Action Submittals: Written and graphic information and physical samples that require Engineer's responsive action.

B. Informational Submittals: Written and graphic information and physical samples that do not require Engineer's responsive action. Submittals may be rejected for not complying with requirements.

1.3 ACTION SUBMITTALS

A. Submittal Schedule: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Engineer and additional time for handling and reviewing submittals required by those corrections.

B. Construction Schedule: Within fourteen (14) days after the date of Notice to Proceed, the

Contractor shall submit a construction schedule providing the starting and completion dates of the various stages of the Work. The Contractor shall be prepared to discuss its construction schedule at the pre-construction conference.

C. Schedule of Values or lump sum price breakdown: Within fourteen (14) days after the date of

Notice to Proceed, the Contractor shall submit a schedule of values or lump sum price breakdown for progress payment purposes.

1.4 SUBMITTAL ADMINISTRATIVE REQUIREMENTS

A. Engineer's Digital Data Files: Electronic copies of digital data files of the Contract Drawings will be provided by Engineer for Contractor's use in preparing submittals.

01 33 00 - 2

1. Engineer will furnish Contractor one set of digital data drawing files of the Contract

Drawings for use in preparing Shop Drawings.

a. Engineer makes no representations as to the accuracy or completeness of digital data drawing files as they relate to the Contract Drawings.

b. Contractor shall execute a data licensing agreement in the form of Agreement form acceptable to Owner and Engineer.

B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

a. Engineer and the Contractor reserve the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows.

Time for review shall commence on Engineer's receipt of submittal. No extension of the Contract

Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

1. Initial Review: Allow fifteen (15) days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Engineer will advise

Contractor when a submittal being processed must be delayed for coordination.

2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Resubmittal Review: Allow fifteen (15) days for review of each resubmittal.

D. Paper Submittals: Place a permanent label or title block on each submittal item for identification.

1. Indicate name of firm or entity that prepared each submittal on label or title block.

2. Include the following information for processing and recording action taken:

a. Project name.

b. Date.

c. Name of Engineer.

d. Name of Construction Manager.

e. Name of Contractor.

f. Name of subcontractor.

g. Name of supplier.

h. Name of manufacturer.

i. Submittal number or other unique identifier, including revision identifier.

1) Submittal number shall use Specification Section number followed by a decimal point and then a sequential number (e.g., 061000.01). Resubmittals

01 33 00 - 3 shall include an alphabetic suffix after another decimal point (e.g., 061000.01.A).

j. Number and title of appropriate Specification Section.

k. Drawing number and detail references, as appropriate.

l. Location(s) where product is to be installed, as appropriate.

m. Other necessary identification.

3. Paper Copies: Unless additional copies are required for final submittal, and unless

Engineer observes noncompliance with provisions in the Contract Documents, initial submittal may serve as final submittal.

a. Submit four (4) copies of submittal to the Resident Engineer for review.

4. Transmittal for Paper Submittals: Assemble each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. Engineer will return without review submittals received from sources other than Contractor.

a. Transmittal Form for Paper Submittals: Use facsimile of sample form included in

Project Manual.

b. Transmittal Form for Paper Submittals: Provide locations on form for the following information:

1) Project name.

2) Date.

3) Destination (To:).

4) Source (From:).

5) Name and address of Engineer.

6) Name of Construction Manager.

7) Name of Contractor.

8) Name of firm or entity that prepared submittal.

9) Names of subcontractor, manufacturer, and supplier.

10) Category and type of submittal.

11) Submittal purpose and description.

12) Specification Section number and title.

13) Specification paragraph number or drawing designation and generic name for each of multiple items.

14) Drawing number and detail references, as appropriate.

15) Indication of full or partial submittal.

16) Transmittal number.

17) Submittal and transmittal distribution record.

18) Remarks.

19) Signature of transmitter.

E. Electronic Submittals: Identify and incorporate information in each electronic submittal file as follows:

1. Assemble complete submittal package into a single indexed file incorporating submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item.

2. Name file with submittal number or other unique identifier, including revision identifier.

01 33 00 - 4

a. File name shall use project identifier and Specification Section number followed by a decimal point and then a sequential number (e.g., LNHS-061000.01).

Resubmittals shall include an alphabetic suffix after another decimal point (e.g., LNHS-061000.01.A).

3. Provide means for insertion to permanently record Contractor's review and approval markings and action taken by Engineer.

4. Transmittal Form for Electronic Submittals: Use electronic form acceptable to Owner, containing the following information:

a. Project name.

b. Date.

c. Name and address of Engineer.

d. Name of Construction Manager.

e. Name of Contractor.

f. Name of firm or entity that prepared submittal.

g. Names of subcontractor, manufacturer, and supplier.

h. Category and type of submittal.

i. Submittal purpose and description.

j. Specification Section number and title.

k. Specification paragraph number or drawing designation and generic name for each of multiple items.

l. Drawing number and detail references, as appropriate.

m. Location(s) where product is to be installed, as appropriate.

n. Related physical samples submitted directly.

o. Indication of full or partial submittal.

p. Transmittal number.

q. Submittal and transmittal distribution record.

r. Other necessary identification.

s. Remarks.

5. Metadata: Include the following information as keywords in the electronic submittal file metadata:

a. Project name.

b. Number and title of appropriate Specification Section.

c. Manufacturer name.

d. Product name.

F. Options: Identify options requiring selection by Engineer or Owner.

G. Deviations: Identify deviations from the Contract Documents on submittals.

H. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.

1. Note date and content of previous submittal.

2. Note date and content of revision in label or title block and clearly indicate extent of revision.

01 33 00 - 5

3. Resubmit submittals until they are marked with approval notation from Engineer's action stamp.

I. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

J. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Engineer's action stamp.

PART 2 - PRODUCTS

2.1 SUBMITTAL PROCEDURES

A. General Submittal Procedure Requirements:

1. Action Submittals: Submit four (4) paper copies of each submittal unless otherwise indicated. Engineer will return three (3) copies.

2. Informational Submittals: Submit two paper copies of each…