CTR075036_Contract_Amendment_Summary_5.pdf

ARIZONA DEPARTMENT OF TRANSPORTATION

1655 W. Jackson Street, MD 100P

Phoenix, AZ 85007

Contract Amendment Summary CONTRACTOR: SD Crane Builders Inc. AMENDMENT NO.: Five (5) DESCRIPTION: Tucson North MVD Remodel

Rev. 03/2025

Pursuant to the Uniform Terms and Conditions, Section 5, Contract Changes, the above referenced contract is amended. Summary of changes is as follows:

1. Line item CTR075036-1 Tucson North MVD Remodel per the technical specifications & drawings, increased from $2,610,544.50 to $2,640,222.85 total cost. See attached CO.

2. Line item CTR075036-3 Base Bid Tax increased from $147,626.28 to $149,304.59. See attached CO.

3. All other terms, conditions and provisions of this contract remain unchanged.

javascript:void('0') javascript:void('0')

Construction Contract Change Order Summary No. ____

Contract/APP No. Contract/APP Amendment No:

Project Name: Project No: Statutory Review No:

Design Professional: Contractor: ADOT Project Manager:

ALL OTHER REQUIREMENTS, SPECIFICATIONS, TERMS AND CONDITIONS REMAIN UNCHANGED

ACKNOWLEDGEMENT AND AUTHORIZATION

Page | 1 of 1

1. Check box(es) below best describing the Construction Change Order to the Contract:

☐ Contractor cost increase to Contract due to Additional Work.

☐ Contractor cost reduction to Contract.

☐ Contractor to increase number of calendar days to date of Substantial Completion of the Project.

☐ Contractor “no cost” change to Contract.

☐ Use of Contingency ☐ Other (Provide Description) _______________________________________________________________.

2. Contractor shall provide complete description of reduced or Additional Work, including documents in support of the Change Order (e.g., drawings, material substitution literature, cost reduction or increase detail including breakout of labor, materials, markup and tax). Contractor shall use the Construction Change Order Worksheet (Exhibit J1) to provide a detailed breakdown of any change to the Project Cost.

3. By signing and executing this Change Order, the Contractor and Agency agree to a price for the Additional Work, as detailed below. This price shall cover any and all Costs associated with the Additional Work including, but not limited to, Costs associated with delay of the Contractor's Work, if any.

Should the Additional Work impact the Schedule, the Agency and Contractor have agreed to extend the date for Substantial Completion as reflected below.

4. Contractor agrees that the payment authorized by this Change Order, if any, is in full settlement of any and all causes of action, including but not limited to, any claim resulting from delays to the time to Substantial Completion caused by this Change Order which Contractor or any of its Subcontractors, suppliers and the officers, agents, and employees of each of them, may now have or may assert in the future against the Agency, or its officers, employees and agents, arising out of, or associated with, this construction Change Order.

In accordance with the terms of the Contract, the following detailed changes are proposed (attach additional information as needed):

Original Contract Sum $

Previous Change Orders to Contract $

Net Change for this Change Order to Contract (attach Exhibit J1 for details as needed) $

New Contract Sum $

Number of Calendar Days for Time Extended for Substantial Completion for this Change Order Days

Revised Substantial Completion Date due to this Change Order

Contractor (Firm Name): Address: Authorized Signature and Date:

Design Professional (Firm Name): Address: Authorized Signature and Date:

ADOT Procurement Officer Name:

Agency Name and Address: Authorized Signature and Date: ADOT Project Manager Name:

Agency Name and Address: Authorized Signature and Date:

State of Arizona Department of Transportation

206 S 17th Ave Phoenix, AZ 85007

ADOA Chief Compliance Officer Name:

Agency Name and Address: Authorized Signature and Date:

This Change Order shall modify the Contract only upon the signed approval of the Contractor, Design Professional, ADOT Procurement Officer as specified in the signature block. When signed by all parties this Change Order becomes effective immediately and the Contractor shall proceed with the change(s) identified and approved.

3,021,688.18

242,389.22

31,356.66

3,295,434.06

12/02/2026

CTR075036 05

CTR075036 HD-24-15

Shive-Hattery SD Crane Builders Andrew May

See attached J1.

SD Crane Builders

Shive-Hattery

Andrew May

Patrick Holt

Elizabeth Blakley

1215 W. Rio Salado Pkwy #109 Tempe, AZ 85281 4330 N Campbell Ave Suite 268 Tucson, AZ 85718 1655 W. Jackson St.

Phoenix, AZ 85007 1400 W Washington St, #B200 Phoenix, AZ 85007 1655 W Jackson St.

Phoenix, AZ

ADOT Tucson North MVD Renovation

08/04/2025

08/05/2025

08/07/2025

08/07/2025

08/12/2025

COR No.5

Date: 6/23/25

Item

No.

Subcontractor Trades

Q ty

U n it s

Unit Price Extension Q ty

U n it s

Unit Price Extension Totals

Parapet Extenstion R.F.I.

#24 -$ 7,886.00$ 7,886.00$

Re Route Storm Drain R.F.I.

#33 -$ 950.00$ 950.00$

Existing Conditions of Walls R.F.I. #34 -$ 8,362.00$ 8,362.00$

Downspout Connected to Waste Lines R.F.I. #37 -$ 4,534.65$ 4,534.65$

Footings for Steel Beam R.F.I. #41 -$ 3,080.91$ 3,080.91$

24,813.56$

Owner Request 4.00% 992.54$

Hidden Condition 10.00% 2,580.61$

3.00% 851.60$

Prepurchase Materials 0.50% 146.19$

Omission in Construction docs 1.00% 293.85$

Transfer to/from Contingency 5.655% 1,678.31$

Other 31,356.66$

Approval of this Change Order Request will increase (decrease) the Schedule by: Calendar Days 15

Form 8.14. rev 8.10.2021 r5

Exhibit J1

Change Order Request

State of Arizona

General Services Division

1400 West Washington St

Phoenix, AZ 85007

Project Name: ADOT Tucson North MVD Renovation State Project No:CTR075036

Contractor Project No: 24-322Contractor: SD Crane Builders Inc.

The Contractor hereby requests a Change in the Contract Sum and/or Time, conforming to Article 1.2 of the Uniform Terms and Conditions, the Work described herein will not start until this Change Order Request has been signed by all parties.

Labor Material

Check the box best describing the Cause of this Change Subtotal

Fee

This Change will require Statutory Review: Yes No

General Conditions

Builders Risk

Tax

Insurance

Bond

Schedule of Values by Trade

Total Cost

Address Authorized Signature & Date

Construction Services Manager Address Authorized Signature & Date

Contractor

Design Professional Address Authorized Signature & Date

ADOT Project Manager Address Authorized Signature & Date

SD Crane Builders , Inc. 1215 W. Rio Salado Pkwy #109 6/23/25

Shive-Hattery

Andrew May

Patrick Holt

4330 N Campbell Ave Suite 268 Tucson, AZ 85718

1655 W. Jackson St.

Phoenix, AZ 85007

1400 W Washington Phoenix, AZ 85007

08/05/2025

Project: HD-24-015 ADOT- Tucson North MVD Renovation

(HD-24-015)

7330 N Shannon Rd Tucson, Arizona 85741

P: 602-499-8871

RFI #24: R.F.I. #024 Parapet Extension

Status Open

To Joel Mesik (Shive Hattery) From Kyle Burns (SD Crane Builders Inc.)

1215 W Rio Salado Pkwy #109 Tempe, Arizona 85281

Date Initiated Apr 18, 2025 Due Date Apr 19, 2025

Location Project Stage Course of Construction

Cost Impact Schedule Impact

Spec Section Cost Code

Drawing Number Reference

Linked Drawings

Received From Kyle Burns (SD Crane Builders Inc.)

Copies To Tom Adamcik (SD Crane Builders Inc.), Marcus Attson (Shive Hattery), Adam Cherilla (SD Crane Builders Inc.), Melissa de la Gardelle (Shive Hattery) , Jeff Murray (SD Crane Builders Inc.)

Activity

Question Question from Kyle Burns SD Crane Builders Inc. on Friday, Apr 18, 2025 at 12:11 PM MST Joel, For your review please see attached R.F.I. #024 Parapet Extension. Please advise

Thank you, Attachments R.F.I. #024 Parapet Extension.pdf

Awaiting an Official Response

All Replies Response from Melissa de la Gardelle Shive Hattery on Thursday, May 29, 2025 at 09:07 AM MST See attached.

R.F.I. #024 Parapet Extension_S-H Response.pdf

Page 1 of 1 Printed On: May 29, 2025 08:17 PM MST

REQUEST FOR INFORMATION

RFI #024

Subject: Parapet Extension

Project Name: ADOT Tucson North MVD Building

Spec Sec: Addendum No: 024

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203

Date: 4/18/25

Project Number: 24-322 Project Manager: Kyle Burns Superintendent: Jeff Murray

Submitted To: Joel Mesik Attn: Joel Mesik

Reference:

Information: Request:

This RFI is regarding the masonry infill at the parapet extension on sheet S2.1 key note 12 and detail 213 on sheet S4.1. At this location where we are to infill the portion of the parapet, there is steel framing below ( see pictures and drawings attached ). Please provide direction and a new detail on how you would like us to address this parapet extension. Please let me know if you have any questions.

S2.1 & S4.1

Response Date:

Replying Company:

Name:

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203 Telephone (480) 832-1777 Fax (480) 832-1798 Commercial Roc#175959 Res.#ROC192686 scrane@sdcranebuilders.com

Cost Impact: Yes Schedule Impact:

Answer Required by: WSM Architects Request by: SD Crane Distribution: SD Crane

Response

Contractor shall remove existing metal parapet framing and provide new metal stud framing to extend height to match adjacent parapet height. See revised structural detail 213 on provided sheet S4.1 and updated flashing detail on SK-09.

05/22/2025

Shive-Hattery

Marcus Attson

Shive-Hattery

SEAL

AP

PR

O

VE

D B

Y

D R

AW

N

B Y

IS

SU

ED

F

O R

IS

SU

E D

AT

E

PR

O

JE

C

T N

U M

BE

R

FI

EL

D B

O O

K

A

B C D E F

A B C D E F Autodesk Revit 2022

N C

AM

PB

EL

L

AV

E, S

TE

TU

C

SO

N , A

R

IZ

O N

A

0.

8.

W

SM

AR

C H

.C O

M

50R S

R R

D

EC

EM

BE

R

, 2

AD

O

T

TU

C

SO

N N

O R

TH

M

VD

R

EM

O

D

EL

N S

H

AN

N O

N R

D

TU

C

SO

N , A

Z

SCHNEIDER

CREATING ELEGANT SOLUTIONS

STRUCTURAL ENGINEERS

Project Number:

435 East 9th Street | Tucson, AZ 85705 | 520.512.8183 | www.sastructural.com

UNLESS THIS DRAWING IS SIGNED AND SEALED BY A LICENSED STRUCTURAL ENGINEER, IT IS A

PRELIMINARY DESIGN AND SHALL NOT BE USED FOR CONSTRUCTION.

121069

/0

9/

PL

AN

R

EV

IE

W C

O M

M

EN

TS

FR

AM

IN

G D

ET

AI

LS

S4.1

/0

7/

R

FI

#0

/0

7/

T h is E le c tr o n ic S ig n a tu re H a s B e e n A u th o ri z e d B y M e T h is

/0

/2

SPRINGLOK STUCCO FLASHING SYSTEM BY

ROOF MFR

SINGLE PLY TPO MEMBRANE

AIR

W

ELD

1 1 /2"

M

IN

. H

OT

8" M

IN

1/2" PLYWOOD SHEATHING

TERMINATION BAR PER ROOFING MFR

CONT. SEALANT ALONG TOP OF

TERMINATION BAR

PROVIDE STUCCO @ SIDES AND TOP OF

INFILL PARAPET TO MATCH EXISTING

HEIGHT OF PARAPET TO MATCH EXISTING -

CROWN TOP TO MATCH EXISTING

METAL STUD BRACING - SEE

STRUCTURAL FOR SIZING, SPACING,

AND ATTACHMENT

T.O. PARAPET

118'-0" A.F.F.

BUILDING WRAP

2 LAYERS OF #15 FELT

UNDERLAYMENT

3-COAT STUCCO ON

METAL LATH OVER

PLYWOOD SHEATHING

4330 N CAMPBELL AVE, STE #268

TUCSON, ARIZONA 85718

520.408.1044 | SHIVE-HATTERY.COM

DATE

DRAWN BY

APPROVED BY

SCALE

FIELD BOOK

REVISION

Au to de sk

R ev it

05-21-2025

PROJECT

NUMBER

5/

/2

4:

:1

PM

C :\S hi ve

\R ev it_ Lo ca l_

\2

0_

A2 2_

AD

O

T Sh an no n R d M

VD

_C

A M

O D

EL

_M ar cu s_ At ts on

.rv t

1 1/2" = 1'-0"

MA

JDM

ADOT TUCSON NORTH MVD REMODEL

7330 N SHANNON RD

TUCSON, AZ 85741

2172304350

SK-09

1 1/2" = 1'-0"1 ROOF FLASHING AT PARAPET INFILL

SHIVE-HATTERY

RFI #024

Subject: Parapet Extension

Project Name: ADOT Tucson North MVD Building

Spec Sec: Addendum No: 024

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203

Date: 4/18/25

Project Number: 24-322 Project Manager: Kyle Burns Superintendent: Jeff Murray

Submitted To: Joel Mesik Attn: Joel Mesik

Reference:

Information: Request:

This RFI is regarding the masonry infill at the parapet extension on sheet S2.1 key note 12 and detail 213 on sheet S4.1. At this location where we are to infill the portion of the parapet, there is steel framing below ( see pictures and drawings attached ). Please provide direction and a new detail on how you would like us to address this parapet extension. Please let me know if you have any questions.

S2.1 & S4.1

Replying Company:

Name:

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203 Telephone (480) 832-1777 Fax (480) 832-1798 Commercial Roc#175959 Res.#ROC192686 scrane@sdcranebuilders.com

Cost Impact: Yes Schedule Impact:

Answer Required by: WSM Architects Request by: SD Crane Distribution: SD Crane

Response

PR

O

VE

D B

Y

D R

AW

N

B Y

IS

SU

ED

F

O R

IS

SU

E D

AT

E

PR

O

JE

C

T N

U M

BE

R

FI

EL

D B

O O

K

A

B C D E F

A B C D E F Autodesk Revit 2022

N C

AM

PB

EL

L

AV

E, S

TE

TU

C

SO

N , A

R

IZ

O N

A

0.

8.

W

SM

AR

C H

.C O

M

50R S

R R

D

EC

EM

BE

R

, 2

AD

O

T

TU

C

SO

N N

O R

TH

M

VD

R

EM

O

D

EL

N S

H

AN

N O

N R

D

TU

C

SO

N , A

Z

SCHNEIDER

CREATING ELEGANT SOLUTIONS

STRUCTURAL ENGINEERS

Project Number:

435 East 9th Street | Tucson, AZ 85705 | 520.512.8183 | www.sastructural.com

UNLESS THIS DRAWING IS SIGNED AND SEALED BY A LICENSED STRUCTURAL ENGINEER, IT IS A

PRELIMINARY DESIGN AND SHALL NOT BE USED FOR CONSTRUCTION.

121069

/0

R

EV

IE

W C

O M

M

EN

TS

FR

AM

IN

G P

LA

N

S2.1

/1

4/

T h is E le c tr o n ic S ig n a tu re H a s B e e n A u th o ri z e d B y M e T h is

/1

/2

N C

AM

PB

EL

L

AV

E, S

TE

TU

C

SO

N , A

R

IZ

O N

A

0.

8.

W

SM

AR

C H

.C O

M

These plans and documents have been reviewed and found to be in compliance with the applicable code requirements of the jurisdiction Issuance of a permit is recommended subject to approval by other departments and any noted conditions. The stamping of these plans shall not be held to permit or be an approval of any violation of applicable codes and standards no relieve the owner, design professional of record or contractor of compliance with the applicable codes and standards. Plan review of documents does not authorize construction to proceed in violation of any federal, state, nor local regulation.

BUREAU VERITAS NORTH AMERICA, INC.

REVIEWED FOR CODE COMPLIANCE

SIGNATURE:____________________

DATE:_________________________04/19/2024

fmyers

Approved Plans & Specifications Planning & Construction Services

04/22/2024 9:55:25 AM

PR

O

VE

D B

Y

D R

AW

N

B Y

IS

SU

ED

F

O R

IS

SU

E D

AT

E

PR

O

JE

C

T N

U M

BE

R

FI

EL

D B

O O

K

A

B C D E F

A B C D E F Autodesk Revit 2022

N C

AM

PB

EL

L

AV

E, S

TE

TU

C

SO

N , A

R

IZ

O N

A

0.

8.

W

SM

AR

C H

.C O

M

50R S

R R

D

EC

EM

BE

R

, 2

AD

O

T

TU

C

SO

N N

O R

TH

M

VD

R

EM

O

D

EL

N S

H

AN

N O

N R

D

TU

C

SO

N , A

Z

SCHNEIDER

CREATING ELEGANT SOLUTIONS

STRUCTURAL ENGINEERS

Project Number:

435 East 9th Street | Tucson, AZ 85705 | 520.512.8183 | www.sastructural.com

UNLESS THIS DRAWING IS SIGNED AND SEALED BY A LICENSED STRUCTURAL ENGINEER, IT IS A

PRELIMINARY DESIGN AND SHALL NOT BE USED FOR CONSTRUCTION.

121069

/0

R

EV

IE

W C

O M

M

EN

TS

FR

AM

IN

G D

ET

AI

LS

S4.1

/1

4/

T h is E le c tr o n ic S ig n a tu re H a s B e e n A u th o ri z e d B y M e T h is

/1

/2

N C

AM

PB

EL

L

AV

E, S

TE

TU

C

SO

N , A

R

IZ

O N

A

0.

8.

W

SM

AR

C H

.C O

M

These plans and documents have been reviewed and found to be in compliance with the applicable code requirements of the jurisdiction Issuance of a permit is recommended subject to approval by other departments and any noted conditions. The stamping of these plans shall not be held to permit or be an approval of any violation of applicable codes and standards no relieve the owner, design professional of record or contractor of compliance with the applicable codes and standards. Plan review of documents does not authorize construction to proceed in violation of any federal, state, nor local regulation.

BUREAU VERITAS NORTH AMERICA, INC.

REVIEWED FOR CODE COMPLIANCE

SIGNATURE:____________________

DATE:_________________________04/19/2024

fmyers

Approved Plans & Specifications

04/22/2024 9:55:25 AM

405 S. CLARK DR.

TEMPE, AZ 85288

PHONE: 480-951-4169

AZ ROC #339524 KB-1

Page | 1

Delivering On-time, On-Budget, and On-Satisfaction Results—Always

Date: Tuesday, June 17, 2025

Proposal to: SD Crane Project: ADOT Tucson MVD North Kyle Burns 7330 N Shannon Rd.

1215 W. Rio Salado Pkwy. #109 Tempe, AZ 85281

Tucson , AZ 85741

Phone: 480-832-1777 Architect:

Fax: Plan Date: Tuesday, June 17, 2025

SCOPE OF WORK: Metal Stud & Drywall

▪ Scope Per RFI #24

▪ Metal framing with ½” plywood

▪ Added 2x support for parapet wall bracing

▪ Includes TPT tax as required

EXCLUSIONS:

▪ Hot mud or fast set mud and additional man hours required for its installation

▪ Prevailing Wages not used

▪ Payment of bonds premiums, permits & licenses

▪ Any WRAP insurance program premium that may be in place

▪ Dumpster for debris removal to be provided by others at no charge to Design

▪ Heat, lights, water, power, ventilation, and weather protection

▪ Responsibility for the drawings meeting requirements of codes, ordinances or design

▪ Shop drawings, engineering or laboratory testing

▪ State and local taxes; require AZ Form 5005 (AZ Dept. Revenue Prime Contractors Cert.)

▪ Overtime work and off hours work

▪ Supply, receiving and distribution of all frames, door and components

▪ Any and all fire safeing or caulking, except as noted above.

▪ Any and all acoustical caulking, except as noted above.

▪ Access panels, doors

▪ Backing for any & all trades, except as noted above

▪ Insulation, Vapor barriers, or Vapor Retarders, except as noted above.

▪ Any tape, sealant, caulking, or weather barrier at exterior sheathing

▪ Wood carpentry and substrates, except as noted above

▪ Painting or priming of drywall before texture

BASE BID AMOUNT (Metal Studs & Drywall) $7,886 TPT Tax $

Pricing effective on material and labor provided prior to .

Note: This proposal may be withdrawn by us if not accepted within 30 days.

Page | 2

Date: 6/17/2025

All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specification involving extra costs will be executed only upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered by Workmen’s Compensation Insurance.

Authorized Signature

Victor Loera

Acceptance of Proposal The above prices, specifications and conditions are satisfactory and are hereby accepted. Acceptance constitutes Design Drywall West, Inc as sub-contractor, acceptor as responsible for all sales taxes.

Signature

Date:

7330 N Shannon Rd

RFI #33: R.F.I. #033 Storm Drain

1215 W Rio Salado Pkwy #109 Tempe, Arizona 85281

Date Initiated May 14, 2025 Due Date May 20, 2025

Location Project Stage Course of Construction

Cost Impact Schedule Impact

Spec Section Cost Code

Drawing Number Reference

Linked Drawings

Received From Kyle Burns (SD Crane Builders Inc.)

Copies To Tom Adamcik (SD Crane Builders Inc.), Marcus Attson (Shive Hattery), Melissa de la Gardelle (Shive Hattery), Andrew May (Arizona Department of Transportation), Jeff Murray (SD Crane Builders Inc.)

Question Question from Kyle Burns SD Crane Builders Inc. on Wednesday, May 14, 2025 at 08:57 PM MST

For your review please see attached R.F.I. #033 Storm Drain. Please advise.

R.F.I. #033 Storm Drain.pdf

All Replies Response from Marcus Attson Shive Hattery on Friday, Jun 13, 2025 at 08:50 AM MST Please see attached PDF for response.

R.F.I. #033 Storm Drain_S-H Response.pdf

Page 1 of 1 Printed On: Jun 15, 2025 06:45 PM MST

RFI #033

Subject: Storm Drain

Project Name: ADOT Tucson North MVD Building

Spec Sec: Addendum No:033

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203

Date: 5/14/25

Project Number: 24-322 Project Manager: Kyle Burns Superintendent: Jeff Murray

Submitted To: Joel Mesik Attn: Joel Mesik

Reference:

Information: Request:

We have potholed and shot grades and have found that the designed plans will not work with what is existing for the Storm Drain. Please see grade/elevations shot taken.

FFE Existing Building = 51.63 POC to Existing 4" Storm Drain = 51.43 Inlet of Existing Catch Basin on East of Existing Building = 50.69 Outlet of Existing Catch Basin on West of Existing Building = 50.54 Inlet of New Catch Basin Anticipated at = 49.89

Also see attached picture of existing outlet pipe that seems to be damaged from something previous.

Please advise on direction of work to achieve goal. See drawing C100 attached below

C100

Replying Company:

Name:

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203 Telephone (480) 832-1777 Fax (480) 832-1798 Commercial Roc#175959 Res.#ROC192686 scrane@sdcranebuilders.com

Cost Impact: yes Schedule Impact:

Answer Required by: WSM Architects Request by: SD Crane Distribution: SD Crane

Response

Shive-Hattery

Contractor shall route storm drain pipe west and discharge into a water harvesting basin depression. See civil sketch SK-2.

NOTE: The RFI indicates there will be a cost impact. Contractor shall prepare a change order request for review and approval prior to commencing work outlined above.

06/11/2025

D

ADOT TUCSON NORTH MVD REMODEL

STORM DRAIN REVISION - RFI#33

480-753-0800

4686 East Van Buren Street, Suite 175 Phoenix, Arizona 85008 REF: C100 CIVIL SK-2

PROVIDE 10" NYLOPLAST INLINE

DRAIN WITH 4"Ø OUTLET. RIM

INVERT IS 51.25. OUTLET INVERT

IS 50.00.

CONSTRUCT SHALLOW WATER

HARVESTING BASIN.

BOTTOM ELEV = 49.70

TOP/OVERFLOW ELEV = 50.45

BASIN DEPTH = 9"

EXTEND 30 LF OF 4"Ø

SDR-35 PVC STORM

DRAIN @ SLOPE = 1.00%.

INVERT BEGIN = 50.00;

INVERT END = 49.70.

SK-2

51.80SW

51.80SW

50.98SW

51.04SW

51.28SW

51.31SW

51.25SW

50.73SW

STAIRS WITH 2 RISER

SECTIONS AT 5" HEIGHT

50.84SW1.

1.

1.

1.8 4%

1.12%

51.43SW

51.43SW

51.37TC

51.37C

51.35SW

51.33SW

51.33SW

51.33SW

51.12SW

50.89SW

51.72SW

51.40SW

51.36SW

51.49SW

51.37SW

51.33SW

2.

1.00%

2.

51.77SW

51.28SW

51.24SW

51.27SW

49.96SW

49.18AC

49.44AC

51.25TC

50.75AC

51.29TC

50.79AC

51.03TC

50.53AC

51.37TC

50.87AC

50.77AC

50.48AC

49.89AC

50.43TC

49.93AC

49.98TC

49.48AC

49.81TC

49.31AC

49.87TC

49.37AC

51.31SW

49.95SW

49.89SW

49.76TC

49.26AC

49.79SW

49.29AC

51.47SW

7.

ADOT TUCSON NORTH MVD

FFE VARIES

MATCH EXISTING GRADE ON

NORTH SIDE OF PLANTER WALL

PROVIDE 12" NYLOPLAST

AREA DRAIN WITH

PEDESTRIAN GRATE. RIM

ELEVATION IS 2351.10.

GRADE AREA TO DRAIN NEW

CATCH BASIN.

ROUTE NEW SDR-35 PVC STORM

DRAIN TO CONNECT INTO

EXISTING STORM DRAIN.

CONTRACTOR TO LOCATE AND

FIELD VERIFY TIE IN INVERT AND

PROVIDE POSITIVE SLOPE FROM

NEW CATCH BASIN. MATCH

EXISTING STORM DRAIN SIZE.

51.85SW

51.83SW

51.80SW

51.53SW

51.48SW

51.78SW

51.83SW

51.85SW

51.63TC

51.13AC

50.82SW

50.78SW

50.76SW

50.14SW

50.14SW

50.23SW

50.24SW

51.84AC

51.44AC

50.60AC

52.66TC

52.16AC50.79AC

51.39TC

51.08AC

51.37SW

51.73SW

51.78SW

51.78SW

51.63SW

51.73SW

51.56SW

51.59SW

51.80SW

52.70SW

51.86SW

51.59SW

51.63SW

51.79TC

51.79AC

51.74TC

51.74AC

1.75% 6.

3.

7.90%

1.

1.

1.

51.49AC

51.80AC

51.39AC

1.

1.

1.

5.56%

7.88%

1.19%

-0.77%-4.50%

51.43TC

50.93AC

51.49SW

51.44SW

3.

1.36%

1.

1.

3.64%

1.78%

2.00%

1.42%

-1.50%

1.58%

1.58%

3.79%

1.58%

2.

2.

2.3 4%

50.08AC

50.01AC

50.03AC

50.51AC

49.98AC

49.88AC

50.13AC

50.33AC

50.25TC

49.75AC

50.89TC

50.39AC

50.92TC

50.42AC

50.93TC

50.43AC

50.95TC

50.45AC

50.82TC

50.32AC

50.80TC

50.30AC

50.78TC

50.28AC

50.65TC

50.15AC

50.45TC

49.95AC

51.02AC 51.07AC 51.11AC 51.16AC

51.46TC

50.96AC

51.77TC

51.27AC

51.72TC

51.22AC

51.80TC

51.80AC

51.85SW

A

B C D E F

A B C D E F Autodesk Revit 2022

SEAL:

R

EV

IS

IO

N S:

1 2 3 4 5 6 7 8 9

N

C

AM

PB

EL

L

AV

E, S

TE

TU

C

SO

N

, A R

IZ

O

N A

0.

8.

W

SM

AR

C

H .C

O M

D R

AW

N

B Y:

AP

PR

O

VE

D B

Y:

IS

SU

ED

F

O R

IS

SU

E D

AT

E:

PR

O

JE

C

T N

U M

BE

R

A R

C H

I T E

C T

S A

D

IV

IS

IO

N O

F

SH

IV

E-

H

AT

TE

R

Y

FI

EL

D B

O O

K:

AD

O

T

TU

C

SO

N N

O R

TH

M

VD

R

EM

O

D

EL

N S

H

AN

N O

N R

D

TU

C

SO

N , A

Z

.4

.0

DE

CE

M

BE

R 5, ER

O

BA

P

480-753-0800

4686 East Van Buren Street, Suite 175 Phoenix, Arizona 85008

WWW.DOWL.COM

G R

AD

IN

G A

N D

D R

AI

N

AG

E

PL

AN

C100

CONTRACTOR TO FIELD

VERIFY AND TIE INTO

EXISTING GRADE AT A

REASONABLE SLOPE

CONTRACTOR TO FIELD

VERIFY AND TIE INTO

EXISTING GRADE AT A

REASONABLE SLOPE

These plans and documents have been reviewed and found to be in compliance with the applicable code requirements of the jurisdiction Issuance of a permit is recommended subject to approval by other departments and any noted conditions. The stamping of these plans shall not be held to permit or be an approval of any violation of applicable codes and standards no relieve the owner, design professional of record or contractor of compliance with the applicable codes and standards. Plan review of documents does not authorize construction to proceed in violation of any federal, state, nor local regulation.

BUREAU VERITAS NORTH AMERICA, INC.

REVIEWED FOR CODE COMPLIANCE

SIGNATURE:____________________

DATE:_________________________04/19/2024

fmyers

Approved Plans & Specifications

04/22/2024 9:55:21 AM

PO Box 251

Cortaro, Arizona 85652

(520)235-3384

ROC 318634

6/20/2025

SD Crane:

MVD North Tucson CO #2

We propose the following:

1. CO for RFI #033: Additional labor and equipment to grade for new retention basin and re-route storm drain from catch basin.--------------------------------------------------------------------------------------------------$950.00

2. CO for RFI #037: Additional labor, equipment and material to disconnect down spout from underground plumbing, route North to daylight and install rip rap.---------------------------------------------------------$4,500.00

Addenda: N/A

Material Sales Tax: $34.65

Soils report: N/A

Total:

Five Thousand Four Hundred Eighty-Four Dollars and Sixty-Three Cents------------------------------------------$5,484.65

Exclusions (Unless stated above):

1. Surveying/staking/engineering.

2. Water costs.

3. Changes in design.

4. No import/export unless stated above.

5. Final adjustments unless stated above.

6. Permits or engineering.

7. Anchor Bolts/Templates

Michael Egurola

Sole Member michael@completeearthworx.com

520-235-3384

7330 N Shannon Rd

RFI #34: R.F.I. #034 Existing Conditions of Walls

1215 W Rio Salado Pkwy #109 Tempe, Arizona 85281

Date Initiated May 15, 2025 Due Date May 16, 2025

Location Project Stage Course of Construction

Cost Impact Schedule Impact

Spec Section Cost Code

Drawing Number Reference

Linked Drawings

Received From Kyle Burns (SD Crane Builders Inc.)

Copies To Tom Adamcik (SD Crane Builders Inc.), Marcus Attson (Shive Hattery), Melissa de la Gardelle (Shive Hattery), Andrew May (Arizona Department of

Question Question from Kyle Burns SD Crane Builders Inc. on Thursday, May 15, 2025 at 04:23 PM MST

For your review please see attached R.F.I. #034 Existing Conditions of Walls. Please advise.

R.F.I. #034 Existing Conditions of Walls.pdf

All Replies Response from Melissa de la Gardelle Shive Hattery on Monday, Jun 9, 2025 at 11:13 AM MST See attached

R.F.I. #034 Existing Conditions of Walls_S-H Response.pdf

Page 1 of 1 Printed On: Jun 10, 2025 07:11 AM MST

RFI #034

Subject: Existing Conditions of Walls

Project Name: ADOT Tucson North MVD Building

Spec Sec: Addendum No:034

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203

Date: 5/15/25

Project Number: 24-322 Project Manager: Kyle Burns Superintendent: Jeff Murray

Submitted To: Joel Mesik Attn: Joel Mesik

Reference:

Information: Request:

This RFI is regarding the existing North wall of the building the East walls in offices 111, 112, the printer room, and office 114 and the West wall from public men’s restroom to the storefront AL05.

These walls have 1” of foam held to the wall with flat strap and 5/8” drywall attached to the flat strap leaving the drywall finish 1 5/8” off of the block wall. This will not allow room for a 4 square box and a mud ring. The plans also call for 1 1’4” data conduit that will not fit into a standard 4 square box.

One option is to demo the existing drywall and foam in these areas and fur out the masonry walls with either 1 5/8” or 3 5/8” steel framing. Please let us know how you would like us to move forward with this issue and is it acceptable to run 1” conduit for data that can be accepted by typical 4 square boxes or can you please provide a spec on the box you are wanting to use to accept the 1 ¼” conduit at all data locations. Please let me know if you have any questions.

See drawing attached below

A2.0

Replying Company:

Name:

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203 Telephone (480) 832-1777 Fax (480) 832-1798 Commercial Roc#175959 Res.#ROC192686 scrane@sdcranebuilders.com

Cost Impact: yes Schedule Impact:

Answer Required by: WSM Architects Request by: SD Crane Distribution: SD Crane

Response

Shive-Hattery

In office 111, contractor shall remove a 6'-0" portion of existing 1" rigid insulation and GWB and provide 5/8" GWB over 3-5/8" metal studs @ 16" O.C. with R-13 batt insulation along the north wall, see SK-10.

At west walls of offices 111, 112, and 114, contractor shall replace existing rigid insulation and GWB with 5/8" GWB over 1-1/2" Z-Furring channels @ 24" O.C., see SK-10.

All other existing GWB over 1" Rigid insulation shall remain.

1�� conduit may be utilized with 4 square box. Provide (2) 1�� conduit to account for required data cable capacity required at each location.

06/06/2025

OFFICE

OFFICE

MGR

OFFICE

6' -0

EXISTING 5/8" OVER 1"

RIGID INSULATION WALL TO

REMAIN

5/8" GWB (PTD.) OVER 1-1/2"

METAL Z-FURRING

CHANNELS @ 24" O.C. W/

1-1/2" POLYISO RIGID

INSULATION

WALL MOUNTED TV BY

OWNER

3' -0

C L

EXISTING 5/8" OVER 1"

RIGID INSULATION WALL TO

REMAIN

INFILL WALL W/ 5/8"

GWB PVER 1" RIGID

INSUL. TO MATCH

EXISTING - PTD.

5/8" GWB (PTD.) OVER 3-5/8"

METAL STUDS @ 16" O.C. W/

R-13 BATT INSULATION

5/8" GWB (PTD.) OVER 1-1/2"

METAL Z-FURRING

CHANNELS @ 24" O.C. W/

1-1/2" POLYISO RIGID

INSULATION

D

AT

E D

R

AW

N B

Y

AP

PR

O

VE

D

B Y

SC

AL

E

FI

EL

D

B O

O K

R

EV

IS

IO

N

N C

AM

PB

EL

L

AV

E, S

TE

TU

C

SO

N , A

R

IZ

O N

A

0.

8.

S

H

IV

E- H

AT

TE

R Y.

C O

M

Autodesk Revit

PROJECT NUMBER

6/6/2025 10:21:12 AM

C :\S hi ve

\R ev it_ Lo ca l_

\2

0_

A2 2_

AD

O

T Sh an no n R d M

VD

_C

A M

O D

EL

_M ar cu s_ At ts on

.rv t

/4

'-0

2172304350

AD

O

T

TU

C

SO

N N

O R

TH

M

VD

R

EM

O

D

EL

N S

H

AN

N O

N R

D

TU

C

SO

N , A

Z

M A

JD

M

SK-10

1/4" = 1'-0"1 FLOOR PLAN - ROOM 111

N

SH

IV

E- H

AT

TE

R Y

PRINTER AREA

405 S. CLARK DR.

TEMPE, AZ 85288

PHONE: 480-951-4169

AZ ROC #339524 KB-1

Page | 1

Delivering On-time, On-Budget, and On-Satisfaction Results—Always

Date: Wednesday, June 11, 2025

Proposal to: SD Crane Project: ADOT Tucson MVD North Kyle Burns 7330 N Shannon Rd.

1215 W. Rio Salado Pkwy. #109 Tempe, AZ 85281

Tucson , AZ 85741

Phone: 480-832-1777 Architect:

Fax: Plan Date: Wednesday, June 11, 2025

SCOPE OF WORK: Metal Stud & Drywall

▪ Deck is based on 18’ AFF, if deck height is different, price may be affected

▪ Scope per RFI #34

▪ Demo as required.

▪ Includes TPT tax as required

EXCLUSIONS:

▪ Hot mud or fast set mud and additional man hours required for its installation

▪ Prevailing Wages not used

▪ Payment of bonds premiums, permits & licenses

▪ Any WRAP insurance program premium that may be in place

▪ Dumpster for debris removal to be provided by others at no charge to Design

▪ Heat, lights, water, power, ventilation, and weather protection

▪ Responsibility for the drawings meeting requirements of codes, ordinances or design

▪ Shop drawings, engineering or laboratory testing

▪ State and local taxes; require AZ Form 5005 (AZ Dept. Revenue Prime Contractors Cert.)

▪ Overtime work and off hours work

▪ Supply, receiving and distribution of all frames, door and components

▪ Any and all fire safeing or caulking, except as noted above.

▪ Any and all acoustical caulking, except as noted above.

▪ Access panels, doors

▪ Backing for any & all trades, except as noted above

▪ Insulation, Vapor barriers, or Vapor Retarders, except as noted above.

▪ Any tape, sealant, caulking, or weather barrier at exterior sheathing

▪ Wood carpentry and substrates, except as noted above

▪ Painting or priming of drywall before texture

BASE BID AMOUNT (Metal Studs & Drywall) $8,362 TPT Tax $

Pricing effective on material and labor provided prior to .

Page | 2

Date: 6/11/2025

All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specification involving extra costs will be executed only upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered by Workmen’s Compensation Insurance.

Authorized Signature

Victor Loera

Acceptance of Proposal The above prices, specifications and conditions are satisfactory and are hereby accepted. Acceptance constitutes Design Drywall West, Inc as sub-contractor, acceptor as responsible for all sales taxes.

Signature

Date:

7330 N Shannon Rd

RFI #37: R.F.I. #037 Downspout Connected to Waste Lines

1215 W Rio Salado Pkwy #109 Tempe, Arizona 85281

Date Initiated May 16, 2025 Due Date May 17, 2025

Location Project Stage Course of Construction

Cost Impact Schedule Impact

Spec Section Cost Code

Drawing Number Reference

Linked Drawings

Received From Kyle Burns (SD Crane Builders Inc.)

Copies To Tom Adamcik (SD Crane Builders Inc.), Marcus Attson (Shive Hattery), Melissa de la Gardelle (Shive Hattery), Andrew May (Arizona Department of

Question Question from Kyle Burns SD Crane Builders Inc. on Friday, May 16, 2025 at 02:40 PM MST

For your review please see attached R.F.I. #037 Downspout Connected to Waste Lines. Please advise.

R.F.I. #037 Downspout Connected to Waste Lines.pdf

All Replies Response from Marcus Attson Shive Hattery on Friday, Jun 13, 2025 at 08:51 AM MST

R.F.I. #037 Downspout Connected to Waste Lines_S-H Response.pdf

Page 1 of 1 Printed On: Jun 15, 2025 06:57 PM MST

RFI #037

Subject: Downspout Connected to Waste Lines

Project Name: ADOT Tucson North MVD Building

Spec Sec: Addendum No:037

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203

Date: 5/16/25

Project Number: 24-322 Project Manager: Kyle Burns Superintendent: Jeff Murray

Submitted To: Joel Mesik Attn: Joel Mesik

Reference:

Information: Request:

During the underground plumbing install we found that the downspout on the North East corner is tied into the waste at the restroom (see photos attached) Please advise as to how we are to move forward with this tie in or if there is another route acceptable for the roof drainage at this location.

See drawing attached below.

A2.1

Replying Company:

Name:

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203 Telephone (480) 832-1777 Fax (480) 832-1798 Commercial Roc#175959 Res.#ROC192686 scrane@sdcranebuilders.com

Cost Impact: yes Schedule Impact:

Answer Required by: WSM Architects Request by: SD Crane Distribution: SD Crane

Response

Shive-Hattery

Contractor shall disconnect storm water pipe at tie in and cap. 4" SDR-35 PVC storm water pipe shall be installed to drain north and discharge per civil sketch SK-1.

NOTE: The RFI indicates there will be a cost impact. Contractor shall prepare a change order request for review and approval prior to commencing work outlined above.

06/11/2025

MATCH EXISTING GRADE ON

NORTH SIDE OF PLANTER WALL

-0.77%-6.41%

0.

1.08%

51.53SW

51.48SW

51.78SW

51.83SW

51.85SW

C

50.97AC

51.65TC

51.15AC

51.61TC

51.11AC

51.57TC

51.07AC

CONNECT TO EXISTING ROOF

DOWNSPOUT AND ROUTE

APPROXIMATELY 30 LF OF 4"Ø SDR-35

PVC PIPE TO DAYLIGHT INTO

ADJACENT SLOPE. PROVIDE A MINIMUM

OF 1' OF COVER OVER PIPE. ROUTE

BETWEEN GUARDRAIL POST AND

PLANTER WALL.

PROVIDE 15 SF OF RIPRAP D50 = 4",

DEPTH = 8" AT END OF ROOF LEADER.

PLACE RIPRAP ON MIRAFI 140 FILTER

FABRIC OR EQUIVALENT.

ADOT TUCSON NORTH MVD REMODEL

NW ROOF LEADER ROUTING - RFI#37

480-753-0800

4686 East Van Buren Street, Suite 175 Phoenix, Arizona 85008 REF: C100 CIVIL SK-1

SK-1

PO Box 251

Cortaro, Arizona 85652

(520)235-3384

ROC 318634

6/20/2025

SD Crane:

MVD North Tucson CO #2

We propose the following:

1. CO for RFI #033: Additional labor and equipment to grade for new retention basin and re-route storm drain from catch basin.--------------------------------------------------------------------------------------------------$950.00

2. CO for RFI #037: Additional labor, equipment and material to disconnect down spout from underground plumbing, route North to daylight and install rip rap.---------------------------------------------------------$4,500.00

Addenda: N/A

Material Sales Tax: $34.65

Soils report: N/A

Total:

Five Thousand Four Hundred Eighty-Four Dollars and Sixty-Three Cents------------------------------------------$5,484.65

Exclusions (Unless stated above):

1. Surveying/staking/engineering.

2. Water costs.

3. Changes in design.

4. No import/export unless stated above.

5. Final adjustments unless stated above.

6. Permits or engineering.

7. Anchor Bolts/Templates

Michael Egurola

Sole Member michael@completeearthworx.com

520-235-3384

7330 N Shannon Rd

RFI #41: R.F.I. #041 Footing Detail for Steel Beam

Status Closed on 06/15/25

1215 W Rio Salado Pkwy #109 Tempe, Arizona 85281

Date Initiated Jun 3, 2025 Due Date Jun 5, 2025

Location Project Stage Course of Construction

Cost Impact Schedule Impact

Spec Section Cost Code

Drawing Number Reference

Linked Drawings

Received From Kyle Burns (SD Crane Builders Inc.)

Copies To Tom Adamcik (SD Crane Builders Inc.), Marcus Attson (Shive Hattery), Melissa de la Gardelle (Shive Hattery), Andrew May (Arizona Department of

Question Question from Kyle Burns SD Crane Builders Inc. on Tuesday, Jun 3, 2025 at 07:41 AM MST

For your review please see attached R.F.I. #041 Footing Detail for Steel Beam. Please advise.

R.F.I. #041 Footing Detail.pdf

All Replies Response from Kyle Burns SD Crane Builders Inc. on Sunday, Jun 15, 2025 at 07:01 PM MST Marcus, Thank you for the response regarding this RFI. We will move forward accordingly and will work with our contract for the additional cost for this work.

Thank you Marcus, Response from Marcus Attson Shive Hattery on Friday, Jun 13, 2025 at 08:53 AM MST

R.F.I. #041 Footing Detail_S-H Response.pdf

Page 1 of 1 Printed On: Jun 15, 2025 07:01 PM MST

RFI #041

Subject: Footing Detail

Project Name: ADOT Tucson North MVD Building

Spec Sec: Addendum No:041

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203

Date: 6/3/25

Project Number: 24-322 Project Manager: Kyle Burns Superintendent: Jeff Murray

Submitted To: Joel Mesik Attn: Joel Mesik

Reference:

Information: Request:

This RFI is regarding the existing footing and stem wall as it differs from the details 105 and 106 on sheet S3.0 (see pictures attached). After removing the concrete and locating the existing footing, we would like to get clarification and direction on how to move forward with the new footing for the new columns at the center masonry wall. The existing footing measures 6.5” to 8” and has an 8”X17” stem wall above. Please provide direction and dimensions on how we should move forward with the install the dowels and footing. We had our third party inspector on site and they would like something in writing from the engineer for their inspection report as the dimensions and existing footing do not match the detail on S3.0. Please let me know if you have any questions.

See drawing and photos attached below

S3.0

Replying Company:

Name:

S.D. Crane Builders, Inc.

1901 E. University Drive Suite # 330

Mesa, Arizona 85203 Telephone (480) 832-1777 Fax (480) 832-1798 Commercial Roc#175959 Res.#ROC192686 scrane@sdcranebuilders.com

Cost Impact:

Schedule Impact:

Answer Required by: WSM Architects Request by: SD Crane Distribution: SD Crane

Response

Shive-Hattery

Per the structural engineer, contractor shall remove existing 8" x 17" stem wall and install base detail per provided structural sketches.

Detail 105 - Footing dimensions shall remain 4'-0" sq. centered on steel column. Contractor shall thicken existing concrete to 12" by pouring concrete on top of existing footing. Dowel spacing and sizing shall be per detail 105, embedment may be reduced to 6", giving a total dowel length of 24".

06/12/2025

Shive-Hattery

Marcus Attson

8"

2"

0'-6" pour on top of existing 6.5" thick footing

~5.5"

Detail 106 - Footing dimensions shall remain 4'-0" sq. centered on steel column as shown in construction documents. Contractor shall thicken existing concrete footing by pouring concrete on top of existing footing to a minimum of 12" thick. Dowel spacing and sizing shall remain as indicated on detail 106, dowel embedment may be reduced to 6", giving a total dowel length of 24".

center of combined footing eqeq

8"

2"

0'-6" pour on top of existing 6.5" thick footing

~5.5" at 12" o.c.

CONCRETE Arizona, LLC.

LICENSED * BONDED * INSURED

9240 West Missouri Avenue ROC CR-9 304959 CONCRETEAZ.COM

Glendale, AZ 85305 623-845-7070

CHANGE ORDER

DATE: 06/16/2025

GENERAL CONTRACTOR: SD CRANE BUILDERS, INC.

1215 W. Rio Salado Pkwy., #109, Tempe, AZ 85281 480-832-1777-office, 480-466-1135-cell, 480-832-1798-fax

PROJECT: 24-322 - ADOT Tucson North MVD Renovation PROJECT ADDRESS: 7330 N. Shannon Rd., Tucson, AZ 85741

FROM: Peter Diaz, Estimator / Superintendent, 623-341-1007 cell, pete@concreteaz.com Reyna, Project Coordinator, 623-293-1986 cell, reyna@concreteaz.com

DESCRIPTION

Footing for steel beam:

Saw cut.

Break out stem to existing footing.

Drill, dowel, and epoxy rebar.

Pour footing with 4,000 P.S.I. concrete.

Clean up.

2 men, 12 hrs. ea. (includes drive time) = 24 hrs. @ $85. per hr. = $2,040.00 Materials: $220.00 Equpment rental: $170.00

$2,430.00 Combined cost $ 243.00 10% Overhead $ 243.00 10% Profit

$2,916.00 $ 164.91 Taxes (if applicable) $3,080.91 Total cost

INCLUDES: All labor, materials, equipment, short load fees, travel time, lodging, Per Diem, and insurances.

TAXES: 65% of job cost: $1,895.40 AZ State 5.6%: $106.15 Pima County .5%: $9.48 City of Tucson 2.6%: $49.28

TOTAL TAX 8.7% $164.91