Susana Alcala Wood, City Attorney Jorge Oseguera, City Auditor Mindy Cuppy, City Clerk Howard Chan, City Manager John Colville, City Treasurer City Council Report
915 I Street, 1st Floor
Sacramento, CA 95814
www.cityofsacramento.org
File ID: 2022-00754 April 19, 2022 Consent Item 10
Title: Contract: Supplemental Agreement No. 4 with Geocon Consultants, Inc., Supplemental Agreement No. 3 with Tricorp Group, and Supplemental Agreement No. 3 with Tony Moayed Construction Services, Inc. for the North Natomas Community Center and Aquatic Complex Project (L19140410)
Location: North Natomas Regional Park between Town Center Drive and Via Ingoglia, District 1
Recommendation: Pass a Motion: 1) authorizing the City Manager or the City Manager’s designee to execute Supplemental Agreement No. 4 to City Agreement No. 2019-1494 with Geocon Consultants, Inc. for an amount not to exceed $30,125 increasing the new total not-to- exceed amount to $401,140; 2) authorizing the City Manager or the City Manager’s designee to execute Supplemental Agreement No. 3 to City Agreement No. 2019-1408 with Tricorp Group for an amount not to exceed $102,503 increasing the new total not-to-exceed amount to $922,951; 3) authorizing the City Manager or the City Manager’s designee to execute Supplemental Agreement No. 3 to City Agreement No. 2021-0153 with Tony Moayed Construction Services, Inc. for an amount not to exceed $96,972, increasing the new total not- to-exceed amount to $531,793; and 4) resetting the City Manager’s authority.
Contact: Kirk Thompson, Senior Architect, (916) 808-8431, [email protected]
; James Christensen, Facilities Manager, (916) 808-5863, [email protected], Department of Public Works
Presenter: None
Attachments:
1-Description/Analysis
2-Geocon Supplemental Agreement No. 4
3-Tricorp Group Supplemental Agreement No. 3
4-Tony Moayed Construction Services, Inc. No. 3
Description/Analysis
Issue Detail: Approval of Supplemental Agreement No. 4 with Geocon Consultants, Inc. is required so they can continue providing material testing and special inspection services for the completion of construction of the bleachers at the North Natomas Community Center and Aquatics Complex Project (the “Project”). Approval of Supplemental Agreement No. 3 with Tricorp Group is required so they can continue providing daily construction inspection services for the Project. Approval of Supplemental Agreement No. 3 with Tony Moayed Construction Services, Inc. is required so they can continue providing daily construction management services during the completion of construction of the Project.
Policy Considerations: City Council approval is required for supplemental agreements for professional services per City Code Section 3.64.040.
Economic Impacts: None
Environmental Considerations:
California Environmental Quality Act (CEQA): On June 7, 2018, the City Council adopted the Mitigated Negative Declaration and the Mitigation Monitoring Program for the North Natomas Regional and Community Park Master Plan Amendment and Community Center and Aquatics Complex Project (see City Council Resolution No. 2018-0215). No further environmental review is required.
Sustainability: Not Applicable
Commission/Committee Action: None
Rationale for Recommendation: The North Natomas Community Center and Aquatics Complex Project construction has gone beyond the original completion date of January 2021 due to primarily to design issues, the quality of subcontractor work, and the prior construction management company that had to be replaced. The supplemental agreements are needed to provide services to complete the project by Spring 2022. Geocon Consultants, Inc. is the Division of State Architect (DSA) special inspector of record for the Project. Because the pool complex will serve the students at the adjacent Inderkum High School and the Natomas Unified School District provided funding for the project, DSA approval was required.
Supplemental Agreement No. 4 is required so Geocon Consultants, Inc. can provide uninterrupted special inspection and material testing to finish the construction of the Project.
Tony Moayed Construction Services, Inc. is the construction manager for Project.
Supplemental Agreement No. 3 is required so Tony Moayed Construction Services, Inc. can continue the daily, on-site management for the completion of construction of the Project.
Tricorp Group is the DSA inspector of record for the Project. Supplemental Agreement No. 3 is required so Tricorp Group can provide uninterrupted inspection and coordination of material testing for the completion of the Project.
Financial Considerations: Sufficient funds are available in the North Natomas Community Center and Aquatic Complex Project (L19140410) to execute a Supplemental Agreement No. 4 with Geocon Consultants, Inc. for a not-to-exceed amount of $30,125, Supplemental Agreement No. 3 with Tricorp Group for a not-to-exceed amount of $102,503 and Supplemental Agreement No. 3 with Tony Moayed Construction Services, Inc. for a not-to- exceed amount of $96,972.
Local Business Enterprise (LBE): Geocon Consultants, Inc., Tricorp Group and Tony Moayed Construction Services, Inc. are LBEs.
SUPPLEMENTAL CONTRACT
(Rev. 11-1-19)
Project Title and Job Number: North Natomas Community and Aquatic Center DSA Inspector Date: 10/27/2021 Purchase Order #: 53179 Supplemental Contract No.: 4 The City of Sacramento ("City") and GECON Consulting, Inc._("Contractor"), as parties to that certain Professional Services Agreement designated as Contract Number 2019-1494_, including any and all prior supplemental contracts modifying the contract (the contract and all supplemental contracts are hereafter collectively referred to as the " Contract"), hereby supplement and modify the Contract as follows:
1. The
Scope of Services specified in Exhibit A of the Contract is amended as follows:
See Ex
hibit A
2. In consideration of the additional and/or revised services described in section 1, above, the maximum not -to-exceed amount that is specified in Exhibit B of the Contract for payment of Contractor's fees and expenses, is increased by $30,124.80, and the Contract’s maximum not-to-exceed amount is amended as follows:
Agreement's original not-to-exceed amount: $178,156.00
Net change by previous supplemental contracts: $192,859.00 Not-to-exceed amount prior to this supplemental contract: $371,015.00 Increase by this supplemental contract: $ 30,124.80
New not-to exceed amount including all supplemental contracts: $401,139.80
3. Contr
actor agrees that the amount of increase or decrease in the not-to- exceed amount specified in section 2, above, shall constitute full compensation for the additional and/or revised services specified in section 1, above, and shall fully compensate Contractor for any and all direct and indirect costs that may be incurred by Contractor in connection with such additional and/or revised services, including costs associated with any changes and/or delays in schedules or in the delivery of other services by Contractor.
4. Co
ntractor warrants and represents that the person or persons executing this supplemental contract on behalf of Contractor has or have been duly authorized by Contractor to sign this supplemental contract and bind Contractor to the terms hereof.
5. Exc
ept as specifically revised herein, all terms and conditions of the Contract shall remain in full force and effect, and Contractor shall perform all of the services, duties, obligations, and conditions required under the Contract, as supplemented and modified by this supplemental contract. [SI
GNATURES ON FOLLOWING PAGE]
SUPPLEMENTAL CONTRACT
(Rev. 11-1-19)
Approva
l Recommended By: Approved As To Form By:
Project M anager City Attorney
Approve
d By: Attest:
____________________________________
Contractor Ci ty Clerk
Approve
d By:
Hector Barron, Assistant City Manager
City of S
acramento
Pro
ject No. S1438-05-02P
March 4, 2022
Ki
rk Thompson
City of Sacramento, Department of Public Works
5730 24th Street, Building 4
Sacramento, California 95822
Sub
ject: ADDITIONAL SERVICES REQUEST NO. 4
GEOTECHNICAL TESTING AND OBSERVATION, MATERIALS TEST ING, AND
SPECIAL INSPECTION SERVICES
NORTH NATOMAS COMMUNITY CENTER AND AQUATICS COMPLEX
2601 NEW MARKET DRIVE
SACRAMENTO, CALIFORNIA
Ref
erence: 1. City of Sacramento Professional Services Agreement for Architects, Landscape Architects, Professional Engineers, and Professional Land Surveyors – Geotechnical Testing, Material Testing and Special Inspection for the NNCCAC (Contract #2019- 1494), dated September 30, 2019.
2. Supplemental Contract, North Natomas Community and Aquatic Center (Purchase Order #53179) dated October 27, 2021.
Mr.
Thompson:
In
accordance with our contract and supplemental contract (referenced above) , we are currently providing geotechnical testing and observation, materials testing, and special inspection services for the North Natomas Community Center and Aquatics Complex (NNCCAC) project located at 2601 New Market Drive in Sacramento, California.
We hav
e reviewed our current ly billed effort and compared this effort to our authorized cumulative project budget of $371,015. Our total fees as of the date of this letter are $ 386,886 which has exceeded our currently authorized budget. Based on the construction pr ogress of the project, additional services and budget beyond our current contract amount will be needed to complete the project. Based on our records and conversations with the project management team, we anticipate the remaining scope:
• Materials Testing and Special Inspection:
• Structural steel (shop/field) – material identification for steel associated with the project bleachers. • Structural steel (field) – structural steel inspection (welding) for the bleacher erection. • Laboratory testing for structural steel associated with the project bleachers.
Detai
ls of our estimated fees for additional servi ces are presented on th e att ached fee estimate worksheet. After discussions with our team and the project construction management team, we believe that an additional fee of $ 30,125 beyond our current contract amount will allow us to complete the project. The additional fee of $30,125 brings the total contract amount to $401,140.
EXHIBIT A
Geocon Project No. S1438-05-02P - 2 - March 4, 2022
ADDITIONAL SERVICES AGREEMENT
If this request meets with your approval, please issue an amendment to our Professional Services Agreement (Contract #2019-1494) and return to the undersigned.
P
lease contact us if you have any questions regarding this proposal or if we may be of further service.
R
espectfully Submitted,
GEOCON CONSULTANTS, INC.
Vi
ctor M. Guardado, PE Jeremy Zorne, PE, GE
Project Engineer Senior Engineer
At
tachments: Fee Estimate Worksheet for Additional Services 2019 Schedule of Fees
Geocon Project No. S1438-05-02P
March 4, 2022
FEE ESTIMATE WORKSHEET FOR ADDITIONAL SERVICES
Project: North Natomas Community Center and Aquatics Complex DSA File No. 02-117387
North Natomas, California
Schedule
Project Scope: Geotechnical Testing and Observation, Materials Testing, and Special Inspection Services for Remaining Project Construction Prevailing Wages apply.
Item Task
No. of
Visits
Hours
per Visit
Total
Units Unit Rate
Estimated
Fees
Task 1: Materials Testing and Special Inspection
Structural Steel Special Inspector II - Material ID 1 4 4 130.00$ 520.00$ Special Inspector II - Inspect Bleacher Fix Mock-Up Fabrication (field welding, continuous) 1 8 8 130.00$ 1,040.00$
Special Inspector II - Inspect Bleacher Welding (field, continuous) 7 8 56 130.00$ 7,280.00$ Special Inspector II - Magnetic Particle Testing 3 6 18 130.00$ 2,340.00$ LAB - Mock-Up Tensile Testing 3 200.00$ 600.00$
Subtotal: 11,780.00$
Task 1 Subtotal: 11,780.00$
Project Management, Consultation, Admin (10% of Testing & Inspection Subtotal): 1,178.00$ Total (Task 1 + Project Management): 12,958.00$
10% Project Contingency: 1,295.80$
Current Overbudget Amount: 15,871.00$
TOTAL Estimated Additional Services (Total + Project Contingency + Current Overbudget) 30,124.80$ n/a
3160 Gold Valley Drive, Suite 800 ■ Rancho Cordova, California 95742 ■ Tel (916) 852-9118 ■ Fax (916) 852-9132 Page
1 of 2
2019 SCHEDULE OF FEES
PROFESSIONAL SERVICES
Engineering Assistant/Laboratory Technician .......................................................................................................................................... $75/hr.
Engineering Field Technician/Special Inspector I ................................................................................................................ 80/120(PW)*/hr.
Engineering Field Technician/Special Inspector II ............................................................................................................... 90/130(PW)*/hr.
Engineering Field Technician/Special Inspector III/Equipment Operator ........................................................................... 100/140(PW)*/hr.
Word Processor/Technical Editor/Draftsman .......................................................................................................................................... 80/hr.
Research Assistant/Technical Illustrator/Senior Draftsman................................................................................................................... 90/hr.
Project Coordinator/GIS Specialist/Field Supervisor ............................................................................................................................... 100/hr.
Staff Engineer/Geologist/Scientist ........................................................................................................................................................... 115/hr.
Senior Staff Engineer/Geologist/Scientist ............................................................................................................................................... 125/hr.
Project Engineer/Geologist/Scientist/Construction Supervisor .............................................................................................................. 135/hr.
Senior Project Engineer/Geologist/Scientist ............................................................................................................................................ 150/hr.
Senior Engineer/Geologist/Scientist/Certified Industrial Hygienist ........................................................................................................ 165/hr.
Associate Engineer/Geologist/Scientist ................................................................................................................................................... 195/hr.
Principal Engineer/Geologist/Scientist/Litigation Support ..................................................................................................................... 235/hr.
Deposition or Court Appearance ............................................................................................................................................................... 400/hr.
Overtime and Saturday Rate .................................................................................................................................... 1.5 X Regular Hourly Rate Sunday and Holiday Rate ............................................................................................................................................. 2 X Regular Hourly Rate Minimum Professional Fee ........................................................................................................................................................... $500/Project Minimum Field Services Fee (per day or call-out) ................................................................................................................................... 4 Hours *Prevailing Wage (PW) per requirements of California Labor Code §720, et. Seq.
TRAVEL
Personnel ............................................................................................................................................................................ Regular Hourly Rate Subsistence (Per Diem) ........................................................................................................................................................................ $175/day Vehicle Mileage .................................................................................................................................................................................... 0.75/mile
EQUIPMENT & ANALYTICAL TESTS
Nuclear Gauge ......................... Included in Technician Hourly Rate Level D PPE/Decon Rinse Equipment ............................ $50/day Pick-up Truck ................................................................... $125/day pH/Conductivity/Temperature Meter ............................. 50/day Equipment Truck .............................................................. 200/day 55-gallon drum ................................................................ 65/ea.
Direct-Push Rig/Operator ............................... 170/210(PW)*/hr TPHg/BTEX (EPA 8015M/8021B) .................................. 70/ea.
Direct-Push Sample Liner ................................................ 10/ea. TPHg/BTEX/MTBE (EPA 8015M/8260B) ....................... 100/ea.
Equipment Trailer ............................................................. 100/day TPHd/TPHmo (EPA 8015M) ............................................ 75/ea.
Wenner 4-Pin Earth Resistivity Meter .............................. 150/day Fuel Oxygenate Compounds (EPA 8260B) ..................... 110/ea.
Coring Machine (concrete, asphalt, masonry) ................. 175/day Volatile Organic Compounds (EPA 8260B) ..................... 150/ea.
Dynamic Cone Penetrometer ........................................... 200/day Semi-Volatile Organic Compounds (EPA 8270) ............. 300/ea.
Dilatometer (DMT) Test Equipment ................................. 800/day CAM 17 Metals (EPA 6010B) .......................................... 170/ea.
Generator or Air Compressor ............................................ 100/day Single Metal (EPA 6010B) ............................................... 20/ea.
GPS Unit ............................................................................ 160/day Pesticides (EPA 8081) ..................................................... 125/ea.
Drive-Tube Sampler or Hand-Auger ................................. 40/day Soil pH (EPA 9045C)......................................................... 20/ea.
Soil Sample Tube (Brass or Stainless) ............................ 10/ea. WET or TCLP Extraction ................................................... 75/ea.
Water Level Indicator ....................................................... 40/day Sample Compositing .................................................. 20/composite Battery-Powered Pump .................................................... 75/day 48-hour Turnaround Time ......................................... 60% surcharge Photo-Ionization Meter .................................................... 125/day 24-hour Turnaround Time ....................................... 100% surcharge
LABORATORY TESTS
COMPACTION CURVES SOIL AND AGGREGATE STABILITY
4-inch mold (D1557/D698) ............................................. $225/ea. Resistance Value, R-Value (D2844/CAL301) ................. $300/ea. 6-inch mold (D1557/D698) ............................................. 225/ea. R-Value, Treated (CAL301) .............................................. 325/ea.
California Impact (CAL216) .............................................. 225/ea. California Bearing Ratio (D1883) .................................... 175/pt.
Check Point ....................................................................... 100/ea. Stabilization Ability of Lime (C977) ................................. 180/ea. 3160 Gold Vall ey Drive, Suite 800 ■ Rancho Cordova, California 95742 ■ Tel ( 916) 852 -9118 ■ Fax ( 916) 852 -9132
SOIL AND AGGREGATE PROPERTIES
#200 Wash (D1140/C117) ............................................. $75/ea. Moisture Determination, tube sample (D2216) ............. $20/ea.
Wet Sieve Analysis to #200 (D422/CAL202) .................. 115/ea. Moisture Determination and Unit Weight (D2937) ........ 40/ea.
Dry Sieve Analysis, 1.5”+ Aggregate (D6913) ................. 350/ea. Atterberg Limits: Plasticity Index (D4318) ...................... 200/ea.
Hydrometer Analysis (D422) ............................................ 165/ea. Sand Equivalent (D2419/CAL217) ................................. 100/ea.
Sieve Analysis with Hydrometer (D422) .......................... 200/ea. pH and Resistivity (CAL643) ............................................ 120/ea.
Specific Gravity, Soil (D854) ............................................ 85/ea. Sulfate Content (CAL417) ................................................ 90/ea.
Specific Gravity Coarse Aggregate (C127) ....................... 60/ea. Chloride Content (CAL422) .............................................. 50/ea.
Specific Gravity Fine Aggregate (C128) ........................... 75/ea. Organic Content (D2974)................................................. 60/ea.
Cut/Extract Shelby Tube .................................................. 100/ea.
SHEAR STRENGTH
Unconfined Compression (D2166) .................................. $100/ea. CONCRETE / MASONRY / REINFORCING STEEL Direct Shear (D3080) (3pt) .............................................. 300/ea. Compressive Strength, Cast Cylinders (C39) .................. $30/ea.
Unconsolidated-Undrained Triaxial Shear (D2850) ........ 125/pt. Compressive Strength, Cores (C42) ................................ 60/ea.
Unconsolidated-Undrained Triaxial Staged (D2850) ...... 175/ea. Flexural Strength Beam (C78/C293) .............................. 80/ea.
Consolidated-Undrained Triaxial Shear (D4767) ............ 300/pt. Splitting Tensile Test (C496)............................................ 80/ea.
Consolidated-Undrained Triaxial Staged (D4767) .......... 375/ea. Mix Design Review ........................................................... 350/ea.
Consolidated-Drained Triaxial Shear (EM1110) ............. 400/pt. Trial Batch ........................................................................ 475/ea.
Consolidated-Drained Triaxial Staged (EM1110) ............ 500/ea. Rebar Tensile / Bend (up to #11/#11 and Larger) 200/250/ea.
CMU Compressive Strength (C140) ................................ 75/ea.
PERMEABILITY, CONSOLIDATION AND EXPANSION Compressive Strength, Grout (C1019/UBC 21-19) ........ 30/ea.
Permeability, Flexible Wall (D5084) ................................ $300/ea. Compressive Strength, Mortar (C109/UBC 21-15,16) .. 30/ea.
Permeability, Rigid Wall (D5856) ..................................... 290/ea. CMU Unit Wt., Dimen., Absorption (C140) ...................... 75/ea.
Consolidation (D2435) ..................................................... 50/pt. Compressive Strength, Masonry Prism (C1314) ............ 250/ea.
Expansion Index (D4829/UBC 29-2) ............................... 225/ea.
Swell/Collapse (D4546) ................................................... 150/pt. HOT MIX ASPHALT Density, Hveem (D2726/CAL308) .................................. $100/pt.
AGGREGATE QUALITY Stabilometer Value (D1560/CAL366) ............................. 200/pt.
Sieve Analysis to #200 (C136) ........................................ $115/ea. Theoretical Max. Specific Gravity (D2041/CAL309) ...... 175/ea.
L.A. Rattler Test (500 rev.) (C131) ................................... 200/ea. Ignition/Sieve Analysis (C136/CAL202) ......................... 215/ea.
Durability Index (D3744/CAL229) ................................... 165/ea. HMA Core Unit Weight (D1188/CAL308) ........................ 60/ea.
Fine Aggregate Angularity (CAL 234) ............................... 125/ea. % Asphalt, Ignition Method (D6307/CAL382) ............... 100/ea.
Flat and Elongated Particles (D4791/CAL 235) ............. 150/ea. % Asphalt, Ignition Calibration (D6307/CAL382)…… ...... 250/ea.
Percent Crushed Particles (CAL205) ............................... 150/ea. Rice Density/% Voids (CAL 367)………………………………… 275/ea. *2X surcharge on rush turnaround for laboratory testing
1. SUPPLEMENTAL CONTRACT
(Rev. 11-1-19)
Project Title and Job Number: North Natomas Community and Aquatic Center DSA Inspector of Record Date: 1/27/2021 Purchase Order #: Supplemental Contract No.: 3 The City of Sacramento ("City") and Tricorp Group, Inc. _("Contractor"), as parties to that certain P rofessional Services Agreement designated as Contract Number 2019-1408_, including any and all prior supplemental contracts modifying the contract (the contract and all supplemental contracts are hereafter collectively referred to as the " Contract"), hereby supplement and modify the Contract as follows:
1. The Scope of Services specified in Exhibit A of the Contract is amended as follows:
Time Extension of services through April 29, 2022. See Exhibit A
2. In consideration of the additional and/or revised services described in section 1, above, the maximum not-to-e xceed amount that i s specified in Exhibit B of the Contract for payment of Contractor's fees and expenses, is increased by $227,128.00, and the Contract’s maximum not-to-exceed amount is amended as follows:
Agreement's original not-to-exceed amount: $ 556,240.00 Net change by previous supplemental contracts: $ 264,208.00 Not-to-exceed amount prior to this supplemental contract: $ 820,448.00 Increase by this supplemental contract: $ 102,503.00
New not-to exceed amount including all supplemental contracts: $ 922,951.00
3. Con
tractor agrees that the amount of increase or decrease in the not-to- exceed amount specified in section 2, above, shall constitute full compensation for the additional and/or revised services specified in section 1, above, and shall fully c
ompensate Contractor for any and all direct and indirect costs that may be incurred by Contractor in connection with such additional and/or revised services, including costs associated with any changes and/or delays in schedules or in the delivery of other services by Contractor.
4. C
ontractor warrants and represents that the person or persons executing this supplemental contract on behalf of Con
tractor has or have been duly authorized by Contractor to sign this supplemental contract and bind Contractor to the terms hereof.
5. E
xcept as specifically revised herein, all terms and conditions of the Contract shall remain in full force and effect, a nd C
ontractor shall perform all of the services, duties, obligations, and conditions required under the Contract, as supplemented and modified by this supplemental contract. [
SIGNATURES ON FOLLOWING PAGE]
SUPPLEMENTAL CONTRACT
Approval Recommended By:
Project Manager
Approved By:
��''{\ \\!\,:,� - U: 0
,,.-Contractor �\,c,,--./ IV\��-€�
Approved By:
Hector Barron, Assistant City Manager
City of Sacramento
(Rev.11-1-19)
Approved As To Form By:
City Attorney
Attest:
City Clerk
2540 Warren Drive, Suite A , Rocklin, CA 95677
www.tricorp-group.com
3/14/22
North Natomas Community Center and Aquatic Complex
Additional Inspection Services
DESCRIPTION
TOTAL
HOURS RATE
TOTAL
COST NOTES
Inspection Services
Joe Bartron - Inspection services - 32 Hours per wk 288 $190 $54,720 From March 1 through April
29th, 2022
Joe Bartron - Inspection Services - unpaid January Invoice 94.5 $190 $17,955 Joe Bartron - Inspection Services - Unpaid February Invoice 146 $190 $27,740 Chris Cormier - Executive Management 9 $232 $2,088 1 hour pr week TOTAL PROPOSAL FOR INSPECTION SERVICES 538 $102,503
COST PER WEEK @ 9 WEEKS $11,389
NOTE: ALL REIMBURSABLE COSTS FOR , PRINTING, MILEAGE, ETC. ARE INCLUDED ABOVE.
Submitted By: Tony Moayed
Principal
Prepared By: TMCS, Inc.
SUPPLEMENTAL CONTRACT
(Rev. 11-1-19)
Project Title and Job Number: North Natomas Community & Aquatic Center Construction Management Date: 10/28/2021 Purchase Order #: 59881 Supplemental Contract No.: 3
The City of Sacramento ("City") and Tony Moayed Construction Services , Inc. _("Contractor"), as parties to that certain Professional Services Agreement designated as Contract Number 2021-0153_, including any and all prior supplemental contracts modifying the contract (the contract and all supplemental contracts are hereafter collectively referred to as the "Contract"), hereby supplement and modify the Contract as follows:
1. The Scope of Services specified in Exhibit A of the Contract is amended as follows:
See Exhibit A
2. In consideration of the additional and/or revised services described in section 1, above, the maximum not -to-exceed amount that is specified in Exhibit B of the Contract for payment of Contractor's fees and expenses, is increased by $96,972.00, and the Contract’s maximum not-to-exceed amount is amended as follows:
Agreement's original not-to-exceed amount: $248,897.00
Net change by previous supplemental contracts: $185,924.00 Not-to-exceed amount prior to this supplemental contract: $434,821.00 Increase by this supplemental contract: $ 96,972.00
New not-to exceed amount including all supplemental contracts: $531,793.00
3. Contractor agrees that the amount of increase or decrease in the not- to-exceed amount specified in section 2, above, shall constitute full compensation for the additional and/or revised services specified in section 1, above, and shall fully compensate Contractor for any and all direct and indirect costs that may be incurred by Contractor in connection with such additional and/or revised services, including costs associated with any changes and/or delays in schedules or in the delivery of other services by Contractor.
4. Contractor warrants and represents that the person or persons executing this supplemental contract on behalf of Contractor has or have been duly authorized by Contractor to sign this supplemental contract and bind Contractor to the terms hereof.
5. Except as specifically revised herein, all terms and conditions of the Contract shall remain in full force and effect, and Contractor shall perform all of the services, duties, obligations, and conditions required under the Contract, as supplemented and modified by this supplemental contract.
[SIGNATURES ON FOLLOWING PAGE]
SUPPLEMENTAL CONTRACT
Approval Recommended By:
Project Manager
Approved By:
��''{\ \\!\,:,� - U: 0
,,.-Contractor �\,c,,--./ IV\��-€�
Approved By:
Hector Barron, Assistant City Manager
City of Sacramento
(Rev.11-1-19)
Approved As To Form By:
City Attorney
Attest:
City Clerk
Tony Moayed Construction Services, Inc. (TMCS, Inc.)
2/4/22
North Natomas Community Center and Aquatic Complex
Augmentation to Existing Construction Management Contract February through May 1, 2022
DESCRIPTION CM
TOTAL
HOURS RATE
TOTAL
COST NOTES
ONSITE MANAGEMENT
Provide project management, Day to Day
correspondence,RFI and Submittal Processing,
Change Order Review, Closeout Management
BT 442 $190 $83,980
Assumes average of 34 hrs
per week for a total of 13
weeks
MAIN OFFICE
Executive Management -Tony Moayed - on an as-
needed basis TM 56 $232 $12,992 On an as-needed basis - 4 hours pr week
Subtotal Construction Management 498 $96,972
SUBTOTAL PROPOSAL FOR CM SERVICES 498 $96,972
COST PER WEEK @ 14 WEEKS $6,927
AVERAGE COST PER HOUR $195
TOTAL AUGMENTATION FOR CM SERVICES - February through May 1 2022 $96,972 TM = Tony Moayed - Principal
BT= Brian Toppel - Senior Construction Manager
Submitted By:
Tony Moayed Tony Moayed Tony Moayed Tony Moayed
Principal
Prepared By: TMCS, Inc.