Exhibit_U-_CMAR_GMP_2_Alamo_SP.pdf

EXHIBIT U

CONSTRUCTION MANAGER AT RISK

GUARANTEED MAXIMUM PRICE

(GMP) AMENDMENT

State of Arizona

General Services Division 1400 W. Washington St., Ste. B200

Phoenix, AZ 85007

APP Contract No. CTR066685 Agreement No. 2

Date of Agreement:

November 7, 2024

Agency Project No:

PCS-22-132

Statutory Review No: PCS-22-132 Project Name: ARPA State Parks Water and Wastewater Upgrades

Construction Manager at Risk GMP Amendment

REV 02072023

The State of Arizona, (DEPARTMENT OF ADMINISTRATION, GENERAL SERVICES DIVISION), and (CONCORD GENERAL CONTRACTING, INC., hereby amend the Agreement to establish a Guaranteed Maximum Price.

Project Sites Address: Cattail Cove, Alamo Lake, River Island, Buckskin Mountain, Lake Havasu City, and Deadhorse State Parks

Agency: Department of Administration, General Services Division Agency Address: 1400 W. Washington St., Ste. B200

Phoenix, AZ 85007

Agency’s Representative Email:

Telephone Number:

Britt Olachea britt.olachea@azdoa.gov

(602) 552-3355

Agency Procurement Officer:

Crista Clevenger crista.clevenger@azdoa.gov

(602) 489-9116

Design Professional Firm: Kimley-Horn Design Professional of Record

Ray Montoya ray.montoya@kimley-horn.com

(520) 730-4558

Design Professional Firm:

Design Professional of Record Email:

Telephone Number:

Design Professional Firm:

Design Professional of Record:

EPS Group Mike LoTempio mike.lotempio@epsgroupinc.com

(602) 828-9662

Entellus, Inc.

Will Janiga

Contractor Name:

Contractor Address:

Contractor Project Manager:

wjaniga@entellus.com

(480) 298-5266

Concord General Contracting 2240 W. Broadway Rd., Suite 105 Mesa, AZ 85202

Jason Beaver jbeaver@concondinc.com

(480) 258-1361 c or (480) 962-8080 o

Docusign Envelope ID: EC0F85A5-DE4B-453D-92E3-91FEB0863823 mailto:ray.montoya@kimley-horn.com

(GMP) AMENDMENT

State of Arizona

General Services Division 1400 W. Washington St., Ste. B200

Phoenix, AZ 85007

APP Contract No. CTR066685 Agreement No. 2

Date of Agreement:

November 7, 2024

Agency Project No:

1.0 CONSTRUCTION SERVICES GUARANTEED MAXIMUM PRICE

1. This Amendment # 1 establishes a Guaranteed Maximum Price (“GMP”) and Construction Phase Fee for Construction Services and incorporates such terms into the Agreement, making the Agreement effective for Construction Phase Services:

a. The Guaranteed Maximum Price (“GMP”) for Construction Services, as defined under the Agreement for Alamo State Park Valve Replacement, shall be Three Million One Hundred Forty One Thousand Five Hundred Thirty One Dollars and no cents ($3,141,531.00).

2. Attached to this Amendment and incorporated herein is an itemized statement of the GMP organized by line items, allowances, contingencies, alternates, the Construction Manager’s Fee, and any other items that comprise the GMP.

3. Summary of Agreement Total:

Original Exhibit A Agreement PreConstruction $ 259,292.00

Previous Amendments: $ 14,467.00

This GMP 1 Amendment Alamo SP Valve Replacement $3,141,531.00

Total (Including this Amendment) $3,415,290.00

(GMP) AMENDMENT

State of Arizona

General Services Division 1400 W. Washington St., Ste. B200

Phoenix, AZ 85007

APP Contract No. CTR066685 Agreement No. 2

Date of Agreement:

November 7, 2024

Agency Project No:

IN WITNESS WHEREOF, STATE OF ARIZONA, DEPARTMENT OF ADMINISTRATION, acting by and through the Agency procurement authority, and CONTRACTOR in connection with the Project, have executed this Agreement as of the date set forth in the date of Agreement signed by the authorized Agency Procurement Officer.

CONTRACTOR: CONCORD GENERAL CONTRACTING, INC.

(Typed Name)

(Signature)

(Title)

(Date)

STATE OF ARIZONA, DEPARTMENT OF ADMINISTRATION:

(Typed Name)

(Signature)

(Title)

(Date)

END OF CONSTRUCTION MANAGER AT RISK GUARANTEED MAXIMUM PRICE AMENDMENT

08-Nov-24 | 12:52 PM EST

Vice President/COO

JASON BEAVER

08-Nov-24 | 11:12 AM MST

Dustin Deason

Procurement Manager

ENGAGE.

BUILD.

DELIVER.

ALAMO LAKE STATE PARK

Water and Wastewater Improvement

PROJECT NO. PCS-22-130

REV#7 GMP #2 ESTIMATE

November 7, 2024

TABLE OF CONTENTS

TAB 1

TAB 2

TAB 3

� TAB 4

ESTIMATE LETTER

BASE BID - SCHEDULE OF VALUES

BASE BID CLARIFICATIONS

ALTERNATES 1 - 9

BASE BID SUBCONTRACTORS BIDS

TAB 5

PLAN LOG TAB 6

PROJECT SCHEDULE TAB 7

TAB 1

Estimate Letter

November 7, 2024

Arizona Department of Administration PCS-22-130 Alamo State Park Attn: Britt Olachea Alamo Lake Rd Wenden, AZ

RE: GMP Estimate (Rev #4)

Dear Britt:

Attached is our package for the GMP estimate of the Alamo State Park and associated site work. This estimate represents the drawings and specification and is to be used as a project budget for the specified items.

We have utilized our knowledge from similar projects, the current construction market and subcontractor input to put together the schematic estimate. The estimate presented in this package represents a budget for the project based off the current information.

We have included a schedule of values, written narrative, as well as various On-Screen takeoffs.

We look forward to continuing working with the project team on this exciting project. If you have any questions or need further information, please feel free to contact me at any time.

Sincerely, Concord General Contracting, Inc.

Jason Beaver Derick Aidoo Vice President/COO Director of Estimating

Attachments

TAB 2

Base Bid - Schedule of Values

11/6/2024

GMP Estimate (Rev #7)

PCS-22-130 Alamo Lake State Park Alamo Road Wenden, AZ 85357

Item

DIVISION 01 - GENERAL REQUIREMENTS

1 Material Testing $52,000 Ninyo & Moore

2 Utilities Locator - Allowance $24,000 Concord

3 Temporary Portable Toilets - Allowance $20,000 Concord

3 Layout & Surveying $42,000 APL

DIVISION 03 - CONCRETE

5 Concrete $73,048 Pat Bern Included in Site Utilities

DIVISION 05 - METALS

7 Structural Steel $10,510 Armor Fence

DIVISION 07 - THERMAL & MOISTURE PROTECTION

6 Caulking & Sealants $4,500 Concord

DIVISION 10 - SPECIALTIES

7 Signage - Valve Signs Allowance $12,800 Pat Bern

DIVISION 13 - SPECIAL CONSTRUCTION

8 CXT Building - Permit Fees $10,000 RSC AZ

DIVISION 26 - ELECTRICAL

4 Electrical - New SES & Generator $384,545 Sam Nichols Electrical

DIVISION 31 - EARTHWORK & PAVING

6 Earthwork & Paving / Demolition $316,223 Pat Bern

5 SWPPP $37,867 Pat Bern

6 Dust Control $7,500 Concord

DIVISION 32 - EXTERIOR IMPROVEMENTS

7 Landscaping - Vegetation Replacement - Allowance $12,500 Concord

8 Temporary Fencing $77,525 Armor Fence

DIVISION 33 - SITE UTILITIES

9 Site Utilities - Septic System $1,230,435 Pat Bern

10 Subtotal - A $2,428,491

11 General Conditions (8 months) $277,723

12 Performance & Payment Bond $30,593

13 General Liability Insurance 1.0% $24,285 Subtotal - A

14 Builders Risk Insurance 0.3% $7,285 Subtotal - A

15 Contractors Fee 5.25% $127,496 Subtotal - A

16 Subtotal - B $2,895,873

17 Sales Tax - (Alamo, AZ) 4.29% $124,233 Subtotal - B

18 SUBTOTAL - C $3,020,106

19 Owner Controlled Contingency - Construction 5.0% $121,425 Subtotal - A

20 TOTAL $3,141,531

Description Of Work Base Bid Sub-Contractor

PCS-22-130 Alamo Lake State Park Alamo Lake 0

Cottonwood, AZ 86326 8.00 Months

34.67 Weeks

GENERAL CONDITIONS BREAKDOWN

TEMPORARY FACILITIES

01-56-00 Job Site Trailer 100% 8 MO $1,478 $11,823

01-20-00 Job Site Trailer Mob/Demob 100% 1 LS $5,000 $5,000

Hand Wash Station 100% 8 MO $350 $2,800 01-54-00 Temporary Toilets 100% 8 MO $1,300 $10,400

PROJECT STAFF

01-10-00 Project Manager 20% 8 MO $19,933 $31,893

01-11-00 Project Superintendent 100% 34.66666667 WKS $3,600 $124,800

01-13-00 Assistant Project Manager 20% 8 MO $19,993 $31,989

01-12-00 Project Coordinator 20% 8 MO $9,920 $15,872 01-14-00 General Labor 20% 34.66666667 WKS $800 $5,547

UTILITIES

01-52-00 Connect to Existing Power & Hookup 100% 8 MO $850 $6,800 01-55-00 Connect to Existing Water & Hookup 100% 8 MO $250 $2,000

JOBSITE OPERATION EQUIPMENT

01-50-50 Small Tools 100% 8 MO $250 $2,000

01-53-00 Cellular Phone 100% 8 MO $150 $1,200 01-58-00 Technology 100% 8 MO $800 $6,400

TRAVEL & VEHICLE

01-51-00 Superintendent Truck 100% 8 MO $1,000 $8,000

CLEAN-UP

01-71-00 Dumpster/Haul Off 100% 8 MO $1,200 $9,600

GENERAL PROJ. EXPENSES

01-61-00 Drinking Water 100% 8 MO $150 $1,200 01-46-00 Messenger Service 100% 2 MO $200 $400

TOTAL $277,723

$34,715 Per Month

$1,144 Per Day

Price Total Notes

Cost Per Month $34,715 Square Feet

Duration

Phase # Description % Quantity Unit

11/6/2024

GMP Estimate (Rev #7)

PCS-22-130 Alamo Lake State Park Alamo Road Wenden, AZ 85357

Item

DIVISION 01 - GENERAL REQUIREMENTS

1 Material Testing $14,500 Ninyo & Moore

2 Utilities Locator - Allowance $5,000 Concord

3 Temporary Portable Toilets - Allowance $20,000 Concord

4 Layout & Surveying $12,500 APL

DIVISION 26 - ELECTRICAL

5 Electrical - New SES & Generator $267,373 Sam Nichols Electrical

DIVISION 31 - EARTHWORK & PAVING

6 SWPPP $37,867 Pat Bern

7 Dust Control $7,500 Concord

DIVISION 32 - EXTERIOR IMPROVEMENTS

8 Landscaping - Vegetation Replacement - Allowance $7,500 Concord

9 Temporary Fencing $12,750 Armor Fence

DIVISION 33 - SITE UTILITIES

10 Site Utilities - Septic System $477,422 Pat Bern

11 Subtotal - A $862,412

12 General Conditions (2.5 months) $69,431

13 Performance & Payment Bond $9,570

14 General Liability Insurance 1.0% $8,624 Subtotal - A

15 Builders Risk Insurance 0.3% $2,587 Subtotal - A

16 Contractors Fee 5.25% $45,277 Subtotal - A

17 Subtotal - B $997,901

18 Sales Tax - (Alamo, AZ) 4.29% $42,810 Subtotal - B

19 SUBTOTAL - C $1,040,711

20 Owner Controlled Contingency - Construction 5.0% $43,121 Subtotal - A

21 TOTAL $1,083,832

ALTERNATES - INCLUDES FEES

1 $241,140

2 $429,391

3 $13,750

4 $257,200

5 $116,788

6 $183,024

7 $317,799

8 $1,860

9 $496,748

$3,141,531

Sub-Contractor

ADD ALTERNATE - CAMP B - WATER SERVICE PLAN

ADD ALTERNATE - ARMY CORP WELL UPDATE

UPDATED TOTALS WITH ALTERNATES

Base BidDescription Of Work

ADD ALTERNATE - CAMP B - RESTROOM DEMO & NEW RESTROOM

ADD ALTERNATE - CAMP A & B - VALVE LABELING

ADD ALTERNATE - CAMP B - DUMP STATION DEMO & REPLACEMENT

ADD ALTERNATE - CAMP C SEPTIC REMOVAL & REPLACEMENT

ADD ALTERNATE - CAMP C DUMP STATION DEMO & REPLACEMENT

ADD ALTERNATE - CAMP C WATER VALVE LABELING

ADD ALTERNATE - CAMP C WELL SITE DEMO & WELL UPGRADE

√ Complete √ Incomplete √ Incomplete

01 0000 $69,431

01 0000 $20,000

01 0000 $14,500

$5,000

$12,500

02 0000 Included in Utilities

023 0000 $246,622

$0

$20,751

031 0000 $37,867

032 0000

$7,500

$7,500

$12,750

033 0000 $477,422

$151,989

Recommended Sub - Contractor Base Bid Price $1,063,832 11/7/2024

Material Testing - Ninyo & Moore

Includes bond

Concord Logo

CAMP B - SEPTIC TANK PHASING

& NEW SEPTIC TANK

Alamo Lake State Park - BASE BID

Sub-Contractor:

Schedule Status: Available

Ninyo & Moore/Sam Nichols/Pat Bern/Concord

Proposal Evaluation

November 7, 2024 PQ Status: Approved

Remove and replace pipe with 10" PVC

Remove and replace existing fish tank precast concrete septic tank, 6000 gal

Remove and replace pipe with 10" PVC (Plug at MH), reverse flow in temp connection

Remove and replace existing tank with concrete precast septic tank, 9000 gal

BASE BID - Pages 11 & 12

Demolition - Pat Bern

Survey - APL

Private Locator Allowance

Trench Backfill

Asphalt Pavement

General Condition

Material Testing - Ninyo & Moore

Earthwork

Concrete

BASE PRICE TOTAL $1,063,832

Includes bond

General Contractor Fees

SWPPP - Pat Bern

Trench excavating for new electrical underground conduits and ground.

Electrical locating of existing underground circuits in new work areas.

Includes option 2 : Overhead parallel 2-1/2" service riser with (3) 350 MCM cu.

Conductors, Unistrut rack to support riser conduit. Carrying Option 2 upon owner approval

Ground ring with ground rods connected to new restroom panel.

New 600-amp 120/240 single phase service entrance section.

Power run and pedestal served from panel B.

Includes option 1 : Underground secondary conduit from new main electrical service to

APS service pole per drawing with (2) 4in conduit only. $15,199.02

NO BID

ALTERNATES

TOTAL COST $1,083,832 NO BID

Warranty

BREAKOUTS

Site Utilities - Septic Tank - Pat Berns

Concrete tank 6000 gal

8" PVC (SDR-35) Two-way sewer cleanout

Concrete tank 9000 gal

Replace Top Cone / Column

Landscape Repairs/Temp Fence/Dust Control

Vegetation Replacement Allowance - Concord

Electrical - Sam Nichols

Replace existing control panel and control devices in new stainless cabinet at well and water storage tank.

Install 10" PVC sewer (temporary)

Intercept existing pipe and install 5' dia. MH

4" PVC (SDR-35) Two-way sewer cleanout

New panel B.

Replace existing well pump motor starter.

Replace the existing 25KW generator and transfer switch with a new Cat 25KW generator in a sound attenuated enclosure and built in fuel tank.

Dust Control - Concord

Temp Fence - Armor Fence

TAB 3

Base Bid Clarifications

Alamo Lake State Park

Wenden, Arizona

CLARIFICATIONS

1. This “GMP Estimate” is based on the drawings and images provided by EPS Group dated

3/21/2024 with approved stamped date 05/17/24, site walk and RFP by ADOA PM Britt Olachea.

See attached plan log.

2. Includes General Contractor General Liability.

3. Includes Builders Risk Insurance for the value of new work.

4. Includes a performance and payment bond.

5. Excludes handling and removal of any contaminated, hazardous, or unsuitable materials.

6. Excludes inspection fees, tap fees, agency fees, bonds, and special inspection charges.

7. Excludes water and sewer development fees.

8. Excludes building permit and plan check fees.

9. Excludes any variance application fees, and architectural / engineering filling fees.

10. Excludes cad as-built drawings.

11. Excludes all furniture, fixtures & equipment (FFE) not listed.

12. Excludes SRP/APS development fees.

13. Excludes special system monitoring.

14. Excludes phone line.

15. Includes all low voltage work.

16. Pricing assumes work will take place during normal business hours.

17. Excludes installation of a security system.

18. Excludes all building and interior signage other than code required and building address signage.

19. To perform the entire project simultaneously, the total general condition for the base bid and alternates will be $321,889.

NARRATIVE SCOPE OF WORK

Architecture and Engineering

• Does not include SRP/APS, architectural, structural engineering, landscape, civil engineering, mechanical, electrical design, and fees.

Regulatory Requirements

• Project design and construction shall conform to all state and local regulations. General Liability Insurance, Workmen’s Compensation will be maintained for the duration of the project.

Construction Closeout

• The project site will be left free from debris and materials related to the work performed on this project.

• Any training will be provided to the owner as specified.

• A complete set of project record documents to include Owner’s manuals, warranties, and as built drawings per ADOA closeout requirements.

8/24/2024

BASE BID – Camp B Septic Tank Phasing & New

Septic Tank

DIVISION 1 - GENERAL REQUIREMENTS

General Conditions

• Includes a full-time superintendent, project manager, office staff support, barricades, barriers, telephones, and portable toilets. The utility charges used during construction to be paid by the Owner. (See general conditions breakdown).

Materials Testing

• Material testing included.

Utilities Locator - Allowance

• Allowance for location of existing utilities.

Layout & Surveying

• Survey and layout for new construction.

• Site Control.

• Septic system.

• Sewer lines.

DIVISION 26 - ELECTRICAL

Electrical

• Power and grounding for new prefab restroom building.

• Electrical demo and make safe of existing restroom.

• Underground power to new restroom building panel.

• Replace existing control panel and control devices in new stainless cabinet at well and water storage tank.

• Replace existing well pump motor starter.

• Replace the existing 25KW generator and transfer switch with a new Cat 25KW generator in a sound attenuated enclosure and built in fuel tank.

• New panel B.

• New 600-amp 120/240 single phase service entrance section.

• Power run and pedestal served from panel B.

• Underground power from panel B to new restroom building panel.

• Ground ring with ground rods connected to new restroom panel.

• Trench excavating for new electrical underground conduits and ground.

• Electrical locating of existing underground circuits in new work areas.

• Includes option 2 Overhead parallel 2-1/2" service riser with (3) 350 MCM cu.

Conductors, Unistrut rack to support riser conduit.

DIVISION 31 – EARTHWORK & PAVING

Dust Control

• Water truck and water costs to maintain dust throughout construction.

SWPPP

• Install silt fence.

• Install stabilized construction entrance per detail.

• Install washout per detail.

• SWPPP NOI included.

DIVISION 32 – SITE IMPROVEMENTS

Landscaping - Allowance

• Vegetation replacement allowance.

• Replacement shrubs.

• Hydroseed native vegetation where required.

Fencing

• Includes temporary fencing.

DIVISION 33 – SITE UTILITIES / DEMOLITION

Septic System

• Install temporary 10” PVC.

• Intercept pipe and install 5’ diameter manhole.

• Install 4” two-way PVC sewer cleanout.

• Install 8” two-way PVC sewer cleanout.

• Remove and replace pipe with 10" PVC.

• Remove and replace 6000-gallon concrete tank.

• Remove and replace 9000-gallon concrete tank.

• Replace top cone/column and manhole lid.

• Includes bonding.

TAB 4

Base Bid - Subcontractor Bids

MATERIAL TESTING

3202 East Harbour Drive | Phoenix, Arizona 85034 | p. 602.243.1600 | www.ninyoandmoore.com

May 17, 2024 Proposal No. 12PHX02-05897

Ms. Shannon Cordova Concord General Contracting 2240 West Broadway Road Mesa, Arizona 85202

Subject: Proposal to Provide Materials Testing and Special Inspection Services Alamo Lake State Park – Water Treatment and Wastewater Treatment Upgrade Lakeview Drive Wenden, Arizona

Dear Ms. Cordova:

Ninyo & Moore is pleased to submit this proposal to provide materials testing and special inspection services for the subject site. Our proposal is based on the project plans prepared by EPS Group dated January 31, 2024. Our understanding of the project includes the addition of dump station hook-ups, installation of utility lines for camping spots, septic replacements, and improvements and upgrades to the existing water system.

SCOPE OF SERVICES

Based on the information stated above and our review of the earlier referenced project document, the following services are anticipated for this project:

• Field observation and in-place density testing during the earthwork operations.

• Field observation and testing of asphalt, concrete and masonry.

• Laboratory testing of soil, aggregate, asphalt, concrete and masonry

• Special inspections of structural masonry.

• Project coordination, report review and data processing.

ESTIMATED FEE

We propose to provide our services on a time-and-materials basis in accordance with the attached

Schedule of Fees. We estimate the fee for our services to be approximately $52,000 (Fifty-Two

Thousand Dollars). A breakdown of our fees is presented in the attached Table 1.

http://www.ninyoandmoore.com/

Ninyo & Moore | Alamo Lake State Park, Wenden, Arizona | 12PHX02-05897 | May 17, 2024 2

We look forward to working with you.

Respectfully submitted, NINYO & MOORE

Lesley Q. Nayarez Project Manager

Craig Rees Principal/Construction Services

LQN/ECR/EZ/hmf

Attachments: Table 1 – Breakdown of Estimated Fee Schedule of Fees

Base Bid - $14,500.00

ALT #1 - $2,000.00

ALT #2 - $12,500.00

ALT #3 - N/A

ALT #4 - $7,500.00

ALT #5 - N/A

ALT #6 - $1,500.00

ALT #7 - $7,500.00

ALT #8 - N/A

ALT #9 - $6,500.00

Ninyo & Moore | 2024 CMT Schedule of Fees | January 01, 2024

Schedule of Fees

Hourly Charges for Personnel

Professional Staff

Principal Engineer/Geologist/Environmental Scientist/Certified Industrial Hygienist ................................................ $ 140

Senior Engineer/Geologist/Environmental Scientist ................................................................................................. $ 125

Senior Project Engineer/Geologist/Environmental Scientist ..................................................................................... $ 115

Project Engineer/Geologist/Environmental Scientist ................................................................................................. $ 110

Senior Staff Engineer/Geologist/Environmental Scientist ......................................................................................... $ 95

Staff Engineer/Geologist/Environmental Scientist..................................................................................................... $ 90

GIS Analyst ................................................................................................................................................................ $ 90

Technical Illustrator/CAD Operator............................................................................................................................ $ 65

Field Staff

Certified EIFS/Asbestos/Lead Technician ................................................................................................................ $ 115

Field Operations Manager ........................................................................................................................................ $ 80

Nondestructive Examination Technician (UT, MT, LP) ............................................................................................. $ 85

Special Inspector (Structural Steel, Welding, Wood, Epoxy, Firestopping and Fireproofing) ................................. $ 75

Special Inspector (Concrete and Masonry) .............................................................................................................. $ 70

Senior Technician ..................................................................................................................................................... $ 64

Technician .................................................................................................................................................................. $ 59

Administrative Staff

Geotechnical/Environmental/Laboratory Assistant ................................................................................................... $ 47

Information Specialist ................................................................................................................................................ $ 47

Data Processor .......................................................................................................................................................... $ 45

Other Charges

Concrete Coring Equipment (includes technician) .............................................................................................. $ 190/hr

Anchor Load Test Equipment (includes technician) ........................................................................................... $ 190/hr

GPR Equipment ................................................................................................................................................... $ 180/hr

Inclinometer ......................................................................................................................................................... $ 100/hr

Hand Auger Equipment ....................................................................................................................................... $ 80/hr

Rebar Locator (Pachometer) ............................................................................................................................... $ 25/hr

Vapor Emission Kit .............................................................................................................................................. $ 65/kit

Same Day Schedule Fee (Calling after 3 pm day before or same day) ............................................................. $ 250/ea

Equipment Usage ................................................................................................................................................ $ 10/hr

Field Vehicle Usage ............................................................................................................................................. $ 10/hr

Direct Expenses .................................................................................................................................... Cost plus 15 %

Special equipment charges will be provided upon request.

Notes

For field and laboratory technicians and special inspectors, overtime rates at 1.5 times the regular rates will be charged for work performed in excess of 8 hours in one day Monday through Friday and all day on Saturday. Rates at twice the regular rates will be charged for all work in excess of 12 hours in one day, all day Sunday and on holidays.

Field technician and special inspection hours are charged at a 4-hour minimum, and 8-hour minimum for hours exceeding 4 hours.

Invoices are payable upon receipt. A service charge of 1.5 percent per month may be charged on accounts not paid within 30 days.

The terms and conditions are included in Ninyo & Moore’s Work Authorization and Agreement form.

Ninyo & Moore | 2024 Laboratory Testing

Schedule of Fees for Laboratory Testing

SOILS CONCRETE

Atterberg Limits, D 4318, T 89, T90, (Wet Prep add $30) ...................... $ 110 Concrete Core Absorption ASTM C 497 Method A.................................... $ 85 California Bearing Ratio (CBR), D 1883 ................................................... $ 470 Concrete Core Compressive Strength, C 42 , T 24-93 .............................. $ 90 Chloride and Sulfate Content, ARIZ 733, 736 ......................................... $ 120 Concrete Coring Minimum Charge .............................................................. $ 300 Clay Expansion, FHA Swell ...................................................................... $ 130 Concrete Laboratory Mix Verification, excluding cylinders ....................... $ 300 Consolidation, D 2435, T 216-94 .............................................................. $ 300 Concrete Mix Design .................................................................................... $ 2,500 Crumb Test Dispersion Test, D 4647 ....................................................... $ 80 Compression Tests, 4x8 Cylinder, C 39, T 22-92 ...................................... $ 25 Direct Shear, D 3080. T236, (Remolded add $100) ................................ $ 350 Compression Tests, 6x12 Cylinder, C 39, T 22-92 .................................... $ 30 Expansion Index, D 4829, UBC 18-2 ....................................................... $ 140 Drying Shrinkage, C 157 .............................................................................. $ 300 Expansion Potential (Method A), D 4546 ................................................. $ 130 Flexural Test, C 78 ....................................................................................... $ 100 Hydraulic Conductivity, D 5084 ................................................................. $ 325 Gunite/Shotcrete, Panels, 3 cut cores per panel and test, ACI ................ $ 220 Hydrometer Analysis, D 7928, T 88-93 .................................................... $ 200 Lightweight Concrete Fill Compression, C 495........................................... $ 50 Double Hydrometer Analysis, D 4221, T 88 ............................................. $ 400 Measurement of Concrete Cores, ASTM C 174......................................... $ 20 Lime Determination, pH Method, D 62765 ............................................... $ 210 Rapid Chloride Permeability, C 1202 .......................................................... $ 425 Standard Proctor Density, D 698 .............................................................. $ 175 Splitting Tensile Strength, C 496 ................................................................. $ 95 Standard Proctor Density Treated Soils, D 698 ....................................... $ 200 Time of Setting of Cement by Vicat Needle, C 191 .................................... $ 270 Modified Proctor Density, D 1557, T 180-93, T 99-94 ............................. $ 240 Miller Box Resistivity .................................................................................. $ 70 ASPHALT Moisture, Ash, & Organic Matter of Peat/Organic Soils .......................... $ 110 Asphalt Mix Design Review ......................................................................... $ 400 Moisture Only, D 2216, T 265 ................................................................... $ 30 Asphalt Mix Design, 5 points, Tex ............................................................... $ 1,900 Moisture and Density, D 2937 ................................................................... $ 45 Asphalt Content/Gradation (Ignition Oven), T 308, D 6307 ....................... $ 250 Permeability, CH, D 2434, T 215 .............................................................. $ 250 Bulk Density Lab Molded Samples, Tex 207F (per set)............................. $ 60 pH and Resistivity, ARIZ 236 c ................................................................. $ 110 Bulk Specific Gravity per specimen (non-absorptive), D 2726 .................. $ 60 Pinhole Dispersion Test, D 4647 .............................................................. $ 250 Bulk Specific Gravity per specimen (coated), D 1188 ................................ $ 60 R-value, D 2844, T 190 ............................................................................. $ 350 Compressive Strength of Hot Mix Asphalt, T 167 ...................................... $ 300 Sand Equivalent, D 2419, T 176 ............................................................... $ 140 Extraction, % Asphalt, including Gradation, D 2172, T 164-94 Sieve Analysis, D 6913 .............................................................................. $ 90 T 30-93, Tex 210F ..................................................................................... $ 250 Sieve Analysis, C-136 (includes 200 wash), D 6913, D 1140 ................ $ 150 Hveem Stability and Unit Weight CTM or ASTM, CT 366 ......................... $ 100 Solubility ..................................................................................................... $ 80 Hveem Stability, Tex 208F (per set) ........................................................... $ 90 Specific Gravity, D 854, T 100-93 ............................................................. $ 120 Marshall Stability, Flow and Unit Weight, (set of 3) T 245-94 .................... $ 230 Sulfate & Chloride Content ........................................................................ $ 100 Marshall Mix Design ..................................................................................... $ 4,000 Swell Test, D 4546 ..................................................................................... $ 290 Maximum Theoretical Unit Weight, D 2041, CT 309, Tex 227F ................ $ 135 Thermal Resistivity (ASTM 5334, IEEE 442) ........................................... $ 875 Marshall Unit Weight, (set of 3) T 245-94 ................................................... $ 125 Triaxial Shear, U.U., D 2850 per point ...................................................... $ 280 Tensile Strength Ratio D 4867, T283 .......................................................... $ 400 Triaxial Shear, C.U., w/pore pressure, D 4767, T 2297 per pt ................ $ 350 Gyratory Unit Weight .................................................................................... $ 200 Triaxial Shear, C.D, D 4767, T 297 per pt ................................................ $ 425 SuperPave Mix Design ................................................................................. $ 6,000 Unconfined Compression, D 2166, T 208 ................................................ $ 185

AGGREGATES

MASONRY Absorption, Coarse, C 127 ........................................................................... $ 90

Brick Absorption, C 67 ............................................................................... $ 70 Absorption, Fine, C 128 ................................................................................ $ 90 Brick Compression, C 67 ........................................................................... $ 30 Alkali Reactivity, C 1260 ............................................................................... $ 825 Brick Moisture, C 67 .................................................................................. $ 30 Alkali-Silica Reactivity, C 1567 .................................................................... $ 825 CMU Block Compression Test, 8x8x16, C 140 ....................................... $ 75 Clay Lumps and Friable Particles, C 142 .................................................... $ 105 CMU Block Moisture Content, C 140 ....................................................... $ 70 Fractured Faces, NDOT, T 2303, ARIZ 212e ............................................. $ 155 Core Compression ..................................................................................... $ 40 Los Angeles Abrasion, C 131 or C 535 ....................................................... $ 220 Concrete Block Linear Shrinkage, C 426 ................................................. $ 150 Moisture, C 566, T 255-92 ........................................................................... $ 30 Grout Prisms Compressive Strength, C 1019 .......................................... $ 40 Mortar make properties of fine aggregate, C 87 ......................................... $ 330 Masonry Grout, 4x4x8 prism compression, UBC 21-18 .......................... $ 25 Organic Impurities, C 40 ............................................................................... $ 100 Masonry Mortar, 2x4 cylinder compression, UBC 21-16 ........................ $ 25 Sand Equivalent, D 2419, T 176 .................................................................. $ 100 Masonry Prism, half size, compression, UBC 21-17 ............................... $ 120 Sieve Analysis, Coarse Aggregate, C 136 .................................................. $ 120 Mortar Cubes Compressive Strength, C 109 ........................................... $ 40 Sieve Analysis, Fine Aggregate (included wash), C 136 ........................... $ 120 Sodium Sulfate Soundness (per size fraction), C 88 ................................. $ 350

REINFORCING AND STRUCTURAL STEEL Specific Gravity, Coarse, C 127 ................................................................... $ 150

Chemical Analysis, A-36, A615 ................................................................. $ 150 Specific Gravity, Fine, C 128........................................................................ $ 150 Fireproofing Density Test, UBC 7-6 .......................................................... $ 90 Unit Weight C 29, T 19 ................................................................................. $ 80 Hardness Test, Rockwell, A-370 .............................................................. $ 80 High Strength Bolt, Nut & Washer Conformance, set, A-325 ................. $ 150 Mechanically Spliced Reinforcing Tensile Test, ACI ............................... $ 175 Pre-Stress Strand (7 wire), A 416 ............................................................. $ 170 Reinforcing Tensile or Bend up to No. 11, A 615 & A 706 ...................... $ 85 Structural Steel Tensile Test: Up to 200,000 lbs., A 370......................... $ 100 Welded Reinforcing Tensile Test: Up to No. 11 bars, ACI ...................... $ 90

Special preparation of standard test specimens will be charged at the technician’s hourly rate.

Ninyo & Moore is accredited to perform the AASHTO equivalent of many ASTM test procedures.

SURVEY

Date Invoice #

08/10/2024 2024-0874

(928) 505-2570

P.O. Box 3722

Lake Havasu City, AZ 86405

PROJECT ALAMO LAKE PARK

Description Amount

PRE-TOPO OF SITE

DESIGN TO FIT FIELD CONDITIONS (AS BUILT)

CONSTRUCTION LAYOUT SERVICES REQUESTED

OFFICE SUPPORT

SITE UTILITIES

CXT BUILDING

FENCING

BASE BID - $12,500.00

ALT #1 – $2,500.00

ALT #2 – $6,500.00

ALT #3 – N/A

ALT #4 – $6,000.00

ALT #5 – N/A

ALT #6 – $2,500.00

ALT #7- $6,000.00

ALT #8 – N/A

ALT #9 - $6,000.00

Thank you for your business.

Total

$42,000.00

CONCORD GENERAL CONTRACTING, INC.

2240 WEST BROADWAY ROAD, SUITE 105

MESA, AZ 85202

Bill To:

ELECTRICAL

Project:

To:

Of:

Address:

From: David McAtlin Base bid no tax: $246,622.93 Sam Nichols Electrical, Inc. Additive service option 1 no tax: $15,199.02 66 Capri Ln. Additive service option 2 no tax: $20,751.47 Lake Havasu City, AZ 86403 Additive alternate 2 no tax: $268,760.91

Phone: (928)855-4121 Additive alternate 5 no tax: $59,253.29 Fax: (928)855-4123 Additive alternate 9 no tax: $57,918.46

Email: david@samnicholselectrical.com

This estimate will be honored until 21-Jul-24

Revised Bid Scope

E mail Phone Fax scordova@concordinc.com (480)851-0176

Shannon Cordova Concord General Contracting, Inc.

2240 West Broadway Road Mesa, Arizona 85202

Revised Electrical Bid R3

Alamo Lake State Park; Alamo Rd, Wenden, AZ 85357

Bid Date Bid Number

21-Jun-24 Addendums

E9429-R3

Lic # ROC 92009, ROC 92010,ROC 198333

CA 977548

Estimate Exclusions Any removal of hazardous waste.

Any permits or fees required unless other wise noted in the scope of work.

Any cost required by Utility Companies.

Revision 3: Revised bid date.

Revision 2: This bid has been revised to include revised plans adding alternate 2, 5 and 9.

New base bid electrical per bid set of electrical drawings E0.01, E0.1, E0.2, E2.0, E2.1, E2.2, E2.3, E2.4, E3.1 AND E3.2;

Electrical demo of existing restroom, disconnect and make safe existing branch circuit feeding existing restroom; At existing sewer lift station remove and replace existing 25KW generator and transfer switch with a new Cat 25KW generator in a sound attenuated enclosure and built in fuel tank, 150 amp automatic transfer switch; New 600 amp 120/240 single phase service entrance section per drawings, new panel B; Power run and pedestal served from panel B that is not part of alternate 1; Power and grounding only for new prefab restroom building, underground power from panel B to new restroom building panel, ground ring with ground rods connected to new restroom panel; Trench excavating for new electrical underground conduits and ground; Electrical locating of existing underground branch circuits in new work areas using an electronic locating meter.

Items Excluded from Base Bid: Any cost if required by power company; concrete pads for new electrical service or new generator; Additional control devices or equipment not listed on plan notes, rework of existing piping for new flow switch if needed; Suppling a new Gundfos spare pump per drawing E2.2 key note 1(the well pump suppliers will only supply to licensed well contractors), Plumbing or piping changes or repairs if needed for control devices if needed at RV well site.

Additive Service Option 1: Underground secondary conduits from new main electrical service to APS service pole per drawing with (2) 4in conduits only, excluding any cost from power company if required.

Additive Service Option 2: Overhead parallel 2-1/2in service risers with (3) 350 MCM cu. conductors, Unistrut rack to support riser conduit, excluding any cost from power company if required.

Additive Alternate 2: (10) New RV power pedestals and underground feed conduits and conductors per drawings E2.1and E3.1, ground rod at each pedestal, electrical in-ground pull boxes where needed per NEC, Items excluded for Additive Alternate 1: Concrete pads at each pedestal.

Additive Alternate 5: Army Corp Chlorination Room, replace existing control panel with alike control schematics and control in new NEMA 4x stainless cabinet, connect to existing field devices, make necessary repairs to provide working control of existing equipment.

Additive Alternate 9: Well and water storage tank, replace existing control panel with alike control schematics and control devices in new NEMA 4x stainless cabinet and connect to existing field devices, make necessary repairs to provide working control of existing equipment, replace existing well pump motor starter with new alike starter with overload protection.

ESTIMATE

Prepared For

Klostermeier Electric

4071 Blackhawk Dr

Lake Havasu City, AZ 86406

Phone: (928) 260-6405

Email: klostermeierconstruction@gmail.com

Estimate # 285

Date 05/20/2024

Business / Tax # AZ ROC# 337878

Description Total

Electrical per plans. Trenching and backfill for underground electrical conduits. $686,906.00

Base Bid – $328,986.00

Alternate #2 - $224,684.00

Alternate #5 - $72,416.00

Alternate #9 - $60,820.00

Subtotal $686,906.00

Total $686,906.00

Deposit Due $285,610.50

Notes:

Exclusions:

-Any items not mentioned in scope.

-Any repairs to existing underground utilities not covered by "Bluestake" service.

-Utility company fees, charges or permits.

-Removal or disposal of any hazardous waste.

-Light pole bases.

-Equipment pads.

-Any concrete that may be required.

-Fire Alarm Equipment, wire or devices.

-Heat Tracing, unable to locate a company.

-Teaching or training provided by other.

Not responsible for stucco, drywall, roof or concrete damage or repair.

Engineering plans and one lines are extra charges.

Material cost can increase without notice.

Payments made with debit or credit cards will be subject to a 4% processing fee

Normal note payment is due upon services rendered. 3 days past will result in 20% increase.

1930 South Alma School Road, A115 – Mesa, Arizona 85210 – (480) 345-1921 – Fax (480) 897-1805

AZ License No. ROC 183921

ELECTRICAL PROPOSAL

DATE: 05-18-24

TO: CONCORD GENERAL CONTRACTING

ATTN: ESTIMATING TEAM

PROJECT: ALAMO LAKE STATE PARK

TEAM: BASED ON THE PLANS AND SPECIFICATIONS, WE ARE PLEASED TO SUBMIT TO YOU A

PROPOSAL ON THE ABOVE REFERENCED PROJECT:

BASE BID: $742,900

DOCUMENTS: OUR PROPOSAL IS BASED ON THE FOLLOWING DOCUMENTS, AND WE

ACKNOWLEDGE THOROUGH REVIEW:

• DRAWINGS DATED 3/7/24.

• SHEETS – E24 – E33

EXCLUSIONS: SALES TAX, BOND, PERMITS, ENGINEERING FEES, UTILITY CO. FEES, FORMED

CONCRETE, SAW-CUT/DEMO/PATCHBACK, ROOF JACKS & SEALING OF ROOF PENETRATIONS,

HVAC CONTROL CONDUIT/BOXES, SPECIAL SYSTEMS, FIRE ALARM SYSTEM, SLACK WIRE FOR

LIGHT FIXTURES, DUMPSTER/HAUL OFF FEES AND PAINTING/PATCHING OF ARCHITECTUAL

SURFACES.

INCLUSIONS: CONDUIT AND WIRE COMPLETE PER PLANS AND SPECS. CONTROLS COMPLETE

PER PLANS AND SPECS. POWER COMPLETE PER PLANS AND SPECS. POWER DISTRIBUTION

COMPLETE PER PLANS AND SPECS. ROUGH-IN AND CONNECTION OF NEW EQUIPMENT AND

BUILDING INDICATED ON PLANS. CONDUIT/BOXES ROUGH IN ONLY.

ANY QUESTIONS DURING THE BID PROCESS, PLEASE CALL DAN ROTH AT 480-980-0000.

THANK YOU,

DAN ROTH

JBJ ELECTRIC CO.

CONCRETE/EARTHWORK/

SITE UTILITIES

EA

DISPOSE AND HAUL OFFSITE

Pat Bern Construction ROC 341181

2657 kiowa blvd n lake havasu city, AZ 86403

Phone: (928) 279-9938

Email: drew.patbern@gmail.com

ESTIMATE

Prepared For

Concord Alamo ADOA

(480) 263-1186

Estimate # 1597

Date 06/25/2024

Description Rate Quantity Total

PAGE 5 ADD ALT 2 CAMP B RESTROOM DEMO

$51,358.40

#6 REMOVE TREE $1,390.00 5 $6,950.00

TREE DEBIS TO BE DUMPED/BURNED ON-SITE

#14 REMOVE EXISTING STRUCTURE $13,280.00 2 $26,280.00

INCLUDES - HAUL OFF OF DEBRIS,

EXCLUDES - HAZARDOUS MATERIAL DEMO

************ RFI - PLAN QTY SAYS THERE IS 2 EACH, WE SEE 1 EACH

#18 REMOVE EXISTING ASPHALT PER SF $4.80

DISPOSE AND HAUL OFFSITE

WE ASSUME EXISTING ASPHALT THICKNESS OF 2"

1,658 $7,958.40

#21 REMOVE EXISTING SEWER LINE PER LF $215.00

DISPOSE AND HAUL OFFSITE

10 $2,150.00

#24 REMOVE EXISTING WATER LINE PER LF $180.00

DISPOSE AND HAUL OFFSITE

5 $900.00

#25 REMOVE EXISTING CONCRETE FIRE RING PER

$780.00

$2,340.00

GENERAL CONDITIONS

MOB, MEALS LODGING, PM

$4,500.00 1 $4,500.00

PAGE 6 ADD ALT 2 CAMP B RESTROOM UTILITY PLAN $59,062.00

#1 4" SCH 40 PVC WATER PER LF $135.00 14 $1,890.00

#2 1" SCH 40 PVC WATER SERVICE PER LF $43.00 39 $1,677.00

#6 4" VALVE PER EA $3,719.00 2 $7,438.00

#7 4" X 2" REDUCER PER EA $790.00 1 $790.00

#10 3/4" HOSE BIB PER EA $1,133.00 1 $1,133.00

#11 1" VALVE PER EA $595.00 1 $595.00

#23 2" BACKFLOW PREVENTOR PER EA $3,725.00 1 $3,725.00

#37 4 X 1" TEE PER EA

WE BID A 4X1 TAPPING SADDLE

$530.00 1 $530.00

#39 4X4 TEE PER EA $980.00 2 $1,960.00

#40 2" SCH 40 WATER PIPE PER LF $52.00 27 $1,404.00

#41 2" WATER FITTING PER EA $140.00 2 $280.00

PM

SY

#60 MAG 390 FLUSH PER EA $3,412.00 1 $3,412.00

#1 SEWER 4" PVC SDR 35 PER LF $58.00 91 $5,278.00

#11 SEWER CLEAN OUT $1,340.00 2 $2,680.00

#15 4X4 WYE PER EA $125.00 1 $125.00

#19 SEWER CONNECT TO EXISTING PER EA $3,212.00 1 $3,212.00

#23 CAMPSITE CONNECTION PER EA $4,415.00 1 $4,415.00

**** WATER CONNECT TO EXISTING PER EA $3,518.00 1 $3,518.00

SHUTDOWNS PERFORMED BY OTHERS

GENERAL CONDITIONS $15,000.00 1 $15,000.00

MOB, MEALS LODGING, PM

ADD ALT 2 CXT PAGE 6 PLUMBING ITEM #1-7

$15,521.00

SEWER AND WATER PIPING PER LS $12,821.00 1 $12,821.00

CONNECTION BY OTHERS

EXCLUDES ELECTRICAL

GENERAL CONDITIONS, MOB, MEALS LODGING,

$2,700.00

$2,700.00

ADD ALT 2 PAGE 7 PAVING

$70,445.00

#1 PREPARE SUB GRADE 3" AZ OVER 6" ABC PER

$72.00

104 $7,488.00

PM

PM

#6 THICKENED EDGE PER LF $25.00 71 $1,775.00

#7 SIDEWALK PER SF $32.00 1,114 $35,648.00

#9 CXT PAD GRADING PER LS $10,330.00 1 $10,330.00

INCLUDES 24" OVER EXCAVATION AND ABC

#12 SAW CUT ASPHALT PER LF $4.00 51 $204.00

$15,000.00

ADD ALT 4 PAGE 8 CAMPGROUND B DUMP STATION DEMO $21,330.00

ALL ITEMS ON PAGE PER LS $17,330.00 1 $17,330.00

$4,000.00

ADD ALT 4 PAGE 9 CAMP B DUMP STATION UTILITY PLAN $46,153.00

WATER PER LS $18,843.00 1 $18,843.00

SEWER PER LS $21,310.00 1 $21,310.00

$6,000.00

$6,000.00

ADD ALT 4 PAGE 10 CAMP B PAVING PLAN $89,698.00

#1 SUBGRADE 3" AC ON 6" ABC PER SY $72.00 572 $41,184.00

6" SINGLE CURB PER LF $32.00 28 $896.00

#10 BOLLARD PER EA $988.00 5 $4,940.00

#11 ADJUST MANHOLE PER EA $1,230.00 2 $2,460.00

#14 CONCRETE DUMPSTATION PER EA $15,518.00 1 $15,518.00

#15 ADJUST WATER VALVE $870.00 1 $870.00

ROMORT WATER TOWER $8,830.00 1 $8,830.00

BASE BID PAGE 11 CAMP B BASE BID SEPTIC TANK PHASING $429,709.00

#1 INTERCEPT PIPE INSTALL 5' DIA MH PER EA $17,316.00 1 $17,316.00

#2 INSTALL 10" TEMP PIPE PER LS $12,310.00 1 $12,310.00

REMOVE AND #4 REPLACE EX. FISH TANK PER LS $53,081.00 1 $53,081.00

#5 REMOVE AND REPLACE 10" TEMP PIPE REVERSE

FLOW PER LS

$20,908.00 1 $20,908.00

#6 REMOVE AND REPLACE 9000 GALLON TANK

$80,955.00 1 $75,955.00

PER LS

SEPTIC TANK PUMPING PER GALLON $2.50 15,000 $37,500.00

DISPOSAL FEES PER LS $32,012.00 1 $32,012.00

BY PASS PUMP CONTIGENCY $12,315.00 1 $12,315.00

CRANE AND RIGGING $38,312.00 1 $38,312.00

$125,000.00

$125,000.00

BASE BID PAGE 12 SEPTIC TANK PROFILE

$31,003.00

#10 4" SEWER CO PER EA $1,515.00 1 $1,515.00

#28 10" SDR 35 PER LF $119.00 150 $17,850.00

RFI PLAN CALL FOR 8" ON THIS PAGE BUT ON 11 IT CALL FOR 10"

#32 REPLACE CONE PER EA $3,819.00 2 $7,638.00

ADD ALT 1 PAGE 17 CAMP B WATER SERVICE PLAN $150,180.00

#1 SCH 40 WATER LINE PER LF $74.00 768 $56,832.00

#2 SCH 401" WATER SERVICE PIPE PER LF $45.00 524 $23,580.00

4" VALVE PER EA $3,719.00 2 $7,438.00

#9 FLUSHING PIPE PER EA $3,412.00 1 $3,412.00

#10 HOSE BIB PER EA $1,133.00 11 $12,463.00

#11 1" VALVE PER EA $595.00 11 $6,545.00

#33 4" WATER LINE FITTING $990.00 4 $3,960.00

#37 4X1 SADDLE PER EA $530.00 11 $5,830.00

#38 1" WATER LINE FITTING $120.00 1 $120.00

$30,000.00

$30,000.00

ADD ALT 7 PAGE 18 CAMP DUMP STATION DEMO

$17,464.00

DEMO PER LS $15,714.00 1 $15,714.00

$750.00

ADD ALT 7 PAGE 19 CAMP C DUMP STATION UTILITTY PLAN

1 $1,750.00

$60,714.00

SEWER UTILITY PER LS $22,120.00 1 $22,120.00

WATER UTILITY PLAN $19,319.00 1 $19,319.00

STORM 12" CMP PER LF $95.00 45 $4,275.00

ADD ALT 7 PAGE 20 PAVING PLAN

$108,102.00

#1 SUBGRADE 4" AC ON 6" ABC $72.00 549 $39,528.00

#5 6" SINGLE CURB $32.00 239 $7,648.00

#6 THICKENED EDGE $25.00 346 $8,650.00

B#10 BOLLARD PER EA $988.00 6 $5,928.00

DUMPSTATION $12,518.00 1 $12,518.00

ROMORT WATER TOWER $8,830.00 1 $8,830.00

GENERAL CONDITIONS, MOB, MEALS LODGING,

$16,000.00

1 $25,000.00

ADD ALT 6 PAGE 21 SEPTIC TANK

$117,171.00

#11 4" CLEAN PER EA $1,340.00 2 $2,680.00

#12 REMOVE EXISTING CO $7,400.00 1 $7,400.00

#14 REMOVE EX 5K SEPTIC $18,315.00 2 $36,630.00

#18 4" SDR 35 $67.00 16 $1,072.00

#27 INSTALL 5K $36,889.00 1 $36,889.00

SEPTIC PUMPING PER GAL $2.50 5,000 $12,500.00

$20,000.00

$20,000.00

ADD ALT 9 PAGE 22 WELL DEMO ABOVE GROUND

$20,019.00

DEMO PER LS $18,019.00 1 $18,019.00

****PLANS ARE INCOREECT SHOWING A ELBOW BLEOW WELL HEAD

$2,000.00

$2,000.00

GENERAL CONDITIONS $49,833.00

BONDING AND INSURANCE $49,733.00 1 $49,733.00

PAGE 35 AND 36 SWPP CAMPGROUND B AND C

$37,867.00

#1 SILT FENCE PER LF $9.00 1,261 $11,349.00

#2 CONSTRUCTION ENTRANCE $5,800.00 2 $11,600.00

#3 CONCRETE WASH OUT POOL $6,709.00 2 $13,418.00

$1,500.00

$1,500.00

ADD ALT 3 PAGE 14

$5,050.00

TYPE C SIGN PER EA $225.00 20 $4,500.00

$550.00

$550.00

CAMP A & B PAGE 15

$6,225.00

TYPE C SIGN PER EA $225.00 25 $5,625.00

$600.00

$600.00

SPEC.

ADD ALT 8 PAGE 16 $1,525.00

TYPE C SIGN PER EA $225.00 5 $1,125.00

$400.00

$400.00

ADD ALT 5 PAGE 13

$26,860.00

ABOVE GROUND PIPING $22,340.00

ITEMS 18-31

1 $22,340.00

$4,520.00

$4,520.00

Hydropnuematic Tank Design PAGE 23

$254,059.00

WM-958-B 5000 GALLON PRESSURE TANK PER

$182,319.00

1 $182,319.00

ABOVE GROUND PIPING $48,440.00 1 $48,440.00

$23,300.00

$23,300.00

Subtotal

$1,669,348.40

Total

$1,669,348.40

Notes:

WE ARE STILL WAITING ON PRICING FOR THE VALVE SIGNS, HYDRONUEMATIC TANK AND FROM

EMPIRE PUMP FOR THE WELLS

EXCLUDES -

DUMPSTER

HAZARDOUS MATERIAL

SIGNS

SAFETY CURBS

STRIPING

ELECTRICAL

HARD ROCK

SWPP NOI

ADEQ PERMITING

WATER SHUTDOWNS

LAB TESTING

WIND WALLS

Exclusions:

- confined entry permits or planning

- Transaction Privilege Tax - base bid is contingent upon receiving AZ 5005 Tax exempt form.

- Landscaping & irrigation replacement of any kind

- Relocation of any new or existing utilities due to unforeseen conflicts w/o agreement for payment

- Engineering, inspections, fees, quality control testing, surveying, permits, taxes, or outside consulting

- 3rd party consulting and inspections

- Bond costs

- Permits / fees

- BIM modeling

- Survey / staking

- Water Meters

- Manhole/valve final adjustments within proposed asphalt or concrete paving (Included if proposed paving is included in our scope of work)

- Costs associated with night work

- Roadway signs, TCP'S, Traffic devices

- Excavation of perimeter/retaining wall & waterproofing

- Slurry backfill under roadways, foundations, slabs, footings

- ABC under building slabs, other concrete flatwork and landscape

- Concrete flatwork/foundations

- Rock or hard dig excavation. Hard dig trenching is defined as material that cannot be excavated at an average of 2- CY per hour using the equivalent of a CAT 336 excavator

- Private utility locating - this is the responsibility of the…