The URL can be used to link to this page

Home My WebLink About4.11 Civic Center Inspection Agreement - CITY OF DUBLIN AGENDA STATEMENT CITY COUNCIL MEETING DATE: JANUARY 25, 1988 SUBJECT Award of Agreement for Civic Center Inspection and Testing EXHIBITS ATTACHE Resolution, Proposed Agreement RECOMMENDATION Adopt the Resolution awarding the agreement to Consolidated Engineering Labratories and Authorize the City Manager to contract for additional services , provided they are required and the total cost does not exceed the budgeted amount. . FINANCIAL STATEMENT: Estimated project costs are approximately $30, 000 based on estimates of construction schedules . Actual costs will be billed on a time and material basis . City may also require additional geotechnical services not to exceed $4, 000. DESCRIPTION At the regular City Council meeting on December 21 , 1987 , the City Council authorized Staff to circulate a Request For Proposal for Testing Services on the Dublin Civic Center . The City received a total of seven responses . All proposals were reviewed to compare cost, responsiveness to the Request For Proposal , and background in performing similar work. Based on this review, three firms were selected to participate in a presentation and interview. These were evaluated by a committee comprised of the Building Official , City Engineer , Construction Manager , and the Assistant to the City Manager . Following this review Staff and the Construction Manager conducted additional reference checks with prior clients of the firms . Based on this process , it is Staff ' s recommendation that the Agreement be awarded to Consolidated Engineering Labratories. The firm has provided a very competitive cost proposal and their background contains experience with both our Design Team and the major contractors on the project . They also have experience with other public agencies . The largest component of the inspection services is anticipated to be in the area of structural steel . Consolidated will be reviewing the fabrication of the steel in the Sub—contractor ' s shop and in the field as it is erected . The testing must be conducted to assure that._ applicable codes are met and quality control standards are maintained. The proposal submitted estimates a total of over 800 hours in testing and -inspection. All of the inspection services will be billed on an hourly basis . Therefore , if the actual time on the job differs , the cost will also fluctuate. Also , the number of individual tests to be conducted may vary depending on actual conditions . The services included in the estimate are : — Concrete Mix Review and Compression Tests — Structural Steel Welding and Erection — Fireproofing Sampling and Thickness Verification — Masonry Grout/Mortar Testing and Sampling — Soils Full Time Inspection and Density Tests This will provide a full range of testing and inspection services for the project . The City Council has previously authorized the firm of Peter Kaldveer and COPIES TO: Harris and Associates ITEM NO. i I lA Associates to complete a Geotechnical Report and Foundation Investigation. If the full—time Grading Inspector views conditions which vary substantially from those identified in Mr . Kaldveer ' s report, additional geotechnical services 'may be necessary . Staff estimates that these services would not exceed $4, 000. However , the flexibility must exist for the City to obtain additional reports or clarifications from Mr . Kaldveer ' s firm. These additional costs would not exceed our current budget for special testing services . Staff would recommend that the City Council adopt the Resolution awarding the Agreement to Consolidated Engineering Labratories . It is also recommended that the City Manager be authorized to procure additional services , provided they are required and do not exceed the budgeted amount . • RESOLUTION NO. - 88 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DUBLIN ************************** AWARDING AGREEMENT FOR TESTING SERVICES DUBLIN CIVIC CENTER PROJECT WHEREAS, the City has sought proposals from professional firms providing materials testing and inspection services; and WHEREAS, all proposals were reviewed in relation to the firm's cost, background and experience and approach; and WHEREAS, Consolidated Engineering Laboratories has responded to the needs of the City for all services requested in the Request for Proposal . NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Dublin does hereby reject all of said proposals except that herein mentioned and hereby awards the agreement to Consolidated Engineering Laboratories . BE IT FURTHER RESOLVED that the Mayor is hereby authorized to execute the agreement. PASSED, APPROVED AND ADOPTED this 25th day of January, 1988. AYES : NOES: ABSENT: Mayor ATTEST: City Clerk AGREEMENT_FOR TESTING AND INSPECTION ! DUBLIN CIVIC CENTER ARTICLE 1 Parties 1.1 THIS AGREEMENT is made this day of 1988, between CITY OF DUBLIN, 6500 Dublin Boulevard, Dublin, California 94568, subsequently referred to as "City" and Consolidated Engineering Laboratories, 415 Peterson Street, Oakland, California, 94601, subsequently . referred to as "Consolidated". ARTICLE 2 Project 2.1 By joining in this agreement, City retains Consolidated to provide consulting services in connection with the proposed Dublin Civic Center Project, subsequently referred to as "Project". ARTICLE 3 Scope 3,1 By this Agreement, the scope of Consolidated service on this project is limited to providing testing and inspection services as required by City from the services outlined in the attached proposal dated January 11, 1988. (Attachment "B"). The services shall include but not be limited to: 3.1.1 Provide concrete cylinder pickup, storage and compressive testing, 3.1.2 Provide inspection of structural Steel fabrication and erection, including nondestructive testing as required. 3.1.3 Provide weekly reports of all testing work performed, including copies of field technicians daily reports. 1 • ARTICLE 4 Personnel 4.1 City shall approve any individual assigned by Consolidated, no individual shall be utilized by Consolidated without City' approval, If at any time during this agreement City requests that Consolidated replace its personnel, Consolidated shall do so immediately and without cost to City. ARTICLE 5 Fee 5,1 As consideration for providing the services required- in this Agreement, City shall pay to Consolidated a fee computed on a cost reimbursement basis. The basis of this payment shall be the unit rates for tests and inspections as provided in Attachment A. These unit rates shall apply for 15 months and shall not be increased during this period. ARTICLE 6 Payment 6.1 For work performed under this Agreement, City shall pay Consolidated on a monthly basis the costs incurred in accordance with Attachment A and actual hours worked or service provided by • Consolidated personnel. . 6.2 Progress payments will be made monthly by City within thirty (SO) days from receipt of an itemized invoice from Consolidated. Invoice will contain itemized listing of personnel, hours worked and tests performed. Progress payments shall be for the invoiced amount, with no retention. ARTICLE 7 RELIANCE UPON PROFESSIONAL SKILL OF CONSULTANT 7.1 It is mutually understood and agreed by and between the parties hereto that Consolidated is skilled in the professional calling necessary to perform the work agreed to be done hereunder-and that City relies upon the skill of Consolidated to do and perform the work in the most skillful manner, and Consolidated agrees to thus perform the work. Consolidated will use that degree of care and skill ordinarily exercised, under similar 2 circumstances, by reputabley members of Consultants profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended by this agreement, or by furnishing oral or written reports of the findings made. - ARTICLE 8 HQIO Harmless and Insurance. 8.1 Hold Harmless 8.1.1 Consolidated shall indemnify and save harmless City, it's officers, agents, and employees thereof, from all claims, suits or actions of every name, kind and description, resulting from the negligent performance of any work required by this Agreement by Consolidated, its officers, agents, employees and/or servants. 8.2 Insurance 8.2.1 Consolidated shall not commence work under this Agreement until it has obtained all insurance required under this Section and such insurance has been approved by City. Consolidated shall furnish City with certificates of insurance evidencing the required coverage. These certificates shall specify or be endorsed to provide that thirty (30) calendar days' notice must be given, in writing, to City of any pending change in the limits of liability or for any cancellation or modification of the policy. 8.2.1.1 Consolidated agrees to furnish proof of errors and omission insurance coverage during the entire duration of the project. Limit of coverage shall be $1,000,000.00. 8.2.1.2 Worker's Compensation and Employer's Liability Insurance Consolidated shall have in effect during the entire life of this Agreement, Worker's Compensation and Employer's Liability Insurance providing full statutory coverage. In signing this Agreement, Consolidated makes the following certification, required by Section 1861 of the California Labor Code: 3 • 1 "I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the p;erformanee of the work of this contract". 8.3 iabilit.y Insurance. • Consolidated shall maintain during the life of this Agreement such Bodily Injury Liability and Property Damage Liability Insurance as shall protect it while performing work covered by this Agreement from any and all claims for damages for bodily. injury, including accidental death, as well as any and all claims for property damage which may arise from Consolidated negligent operations under this Agreement, upon an occurrence basis whether such operations be by itself or by any subcontractor or by anyone directly or indirectly employed by either of them, and/or any claims or demands by reason of any breach or alleged breach of any contract, or provisions thereof, or by reason of any • contractual liability or alleged contractual liability on any contract, entered into by Consolidated and/or any of Consolidated's contractors, subcontractors, agents and/or employees, and the amounts of such insurance shall he One Million ($1,000,000.00) Dollars combined single limit bodily injury and property damage for each occurrence. The CITY OF DUBLIN officers, agents, employees and servants thereof shall be named as additional insured on any such policies of insurance which shall contain a provision that the insurance afforded thereby to the CITY, the officers, agents, employees, and servants thereof, shall be primary insurance to the full limits of liability of the policy. ARTICLE 9 Revisions 9.1 If project requirements indicate that The scope of services covered by this Agreement should be revised, an additional Service Agreement or a written addendum of this Agreement shall be entered into to cover the revised scope and fee, - 4 9.2 If a revision to this Agreement is required, the rates for the increased cost shall be determined by the rates established in Consolidated's proposal to City dated January 11, 1988 and incorporated into this Agreement as Attachment B. ARTICLE 10 Miscellaneous Provisions 10.1 Any changes in this Agreement shall be mutually agreed upon by and between Consolidated and City and shall be set forth only in written amendments to this Agreement and properly executed prior to any performance. 10.2 All work to be performed shall be in accordance with all laws, rules and regulations of the United States Government, the State of California and the City of Dublin. 10.3 Pursuant to Attachment B, no work under this Agreement shall be completed by any subcontractor . without the written approval of the City. ARTICLE 11 Termination of Agreement 11.1 This Agreement may be terminated at any time, by either party, for breach of contract. The City may terminate unilaterally with reasonable cause upon thirty (30) days written notice to Consolidated. All work performed pursuant to the Agreement and prior to the date of termination may be claimed for reimbursement, upon audit and verification of the work completed, pursuant to the schedule of rates in Attachment "A". (see next page for signatures) 5 ATTEST: CITY OF DUBLIN By: By: City Clerk Linda J. Jeffery, Mayor FOR CONSULTANT: By: Consolidated Engineering Laboratories 6 _ ATTACHMENT A CONSOLIDATED ENGINEERING LABRATORIES RATE SCHEDULE FOR DUBLIN CIVIC CENTER PROJECT TESTING AND INSPECTION Testing Charges Per Test (Flat Rate) I . Concrete Cylinder Test $ 9 .00 each II . Proctor Test $100. 00 each III . Atterburg Limit $70.00 each IV. Concrete Mix Review $70.00 each V. Tensile and Bend Tests $10.00 each VI . Fireproofing Density Tests (sampling) $20. 00 each VII . Grout/Mortar Compression Tests $9 .00 each VIII. Masonry Prism Tests $75 .00 each IX. Soils Moisture Density Tests $100.00 each X. Cylinder Pick—Up Charge $30 .00 each XI . Masonry Prism Pick—Up $50.00 each All flat rates shown above shall include all office charges and overhead necessary to provide City with a written test results report . 2 Hourly Rates (Manpower) The base rate for all field inspection shall be $31 .00 per hour . The rate per hour will not fluctuate for part—time work. Work over 8 hours (Saturdays) add $17.00/hour to base rate . Work on Sundays and/or Holidays add $34. 00/hour to base rate . All hourly rates shall be inclusive of wages , benefits, direct site overhead, home office overhead , supervision, site visits by home office personnel , cost of testing apparatus , profit, and transportation. Minimum Increments . All hourly services will be billed in accordance with the following increments : Sampling , Minimum Charge ' . Bill 2 hours Work from 0-4 hours Bill 4 hours Work from 4-8 hours Bill 8 hours Exclusion of Minimum Increments The minimum increments shown above shall not be billed to City if Consolidated is capable of providing the Inspector with assignments at other locations , which would result in billing more than a total of 8 hours for an individual employee. Consolidated shall certify that all invoices are prepared in accordance with this section. City shall reserve the right to review Consolidated employee time sheets during normal business hours to determine compliance with this agreement. Additional Work Work not specifically described above shall be negotiated between the City and Consolidated in accordance with the CONDENSED FEE SCHEDULE contained in Attachment B. • - 4 j ATTACHMENT B PROPOSAL SUBMITTED BY CONSOLIDATED ENGINEERING LABRATORIES DATED JANUARY 11 , 1988 kk ee CONSOLIDATED ENGINEERING-LABS • 415 Peterson Street Oakland, California 94601 • 415 533-0333 January 11, 1988 City Clerk's Office City of Dublin 6500 Dublin Boulevard, Suite 205 Dublin, CA 94568 Re: Civic Center Testing RFP Response Dear Sir/Madam: With great enthusiasm and sincere canmit=nent to the challenge of representing your quality assurance concerns, I present to you the firm of: Consolidated Engineering Labs I invite you to interview our management "dream team" , proposed ACI, AWS and ICBO-certified field staff and tour our National Bureau of Standards, Corps of Rlgineers and Navy- appro4ed lab, or an intimate look at what we're all about. Since ely CDNSQ , /11:11 DI D !•2401• I LABS tr, V �� it/ no opal vs;ms Enclo ure � l •buTgsag agpbaabbp A gTssod pup sMaTAag xTW •8 'Tsd 0002 aano sT a 4a.ZOU00 TIP :U0T40adSUT quatuaopld agaapuoD •Z •spzpA oTgno OOT aad s.zapuTTAO t7 z03 TTpo soadS •1 agaz0uop quanaop 1d 1aagS buTo.10 UT g °E (suog 0T .zed T) s;say puag pup ausuay •Z Tea 4s bps pup aldures 'T 1aagS buT3.zoguTag - •buT;sad pecgaosap dig pup buTgsag pasrnba1-apoo umuITuTuI eq4 og uoT;Tppp uT sT L.ioTqM 'uoTqoadSUT pup.buTgsa; buTMoTTo; au; .103 TTpo SuOTgp0T;T0adS :SUOT4UTAeQ v0N1 30 adoos •p •33pgs uo aaauTbug 1TATD auT4-ITT; 'pesuaoTT go aoznosaa esn •8 •sunurruTur anon-8 Pup t 'Z punoap NaoM •sabzpu0 maTp aad .zo Tanpz4 ON •(, •sA�p UtI4TM ;Turps •gaodaa A NaaM uT Sga0da1 ATTsP azTIp 1U1nS •9 •uoTqpna4suoo fno.bnort -- TsdTOUTad 3oaCozd . 'uouuagS TPPTA -- qoPquop TpTaa6puem 9110 U5TSSV •S •s;so0 aogeT pup au p 1 Apz4 BUTASS Agaaau,. 'PaIS UTTgfQ UT J3p4S tprTM Sdn-NOTd pup buTTdums PM; e1npauPS •sVuaunx4suT pavpacZTTpo uMO zno tt4TM slpTaagpm gsay •E •101aT3 pup dogs uT SzoqoadsuT •buTP1aM SMY apTAcad •Z •seguToossV STaapg 1 TM uoT;p.adoob aaaouTS uT s[.OM •1 AraATIeU aq4 O . tppoiddi 'o '8861 '11 Ajrnuer wag sApp 09 .103 PTiu& u?ma= i1MP i vsodo3d spa -q .;uapTsa.1d 'uccniegS TPTA Aq petffiTS IESOdo. -p OSiI,mttlaa SK d U 01 asmodsau ago abed uoTgoadsul pup buTqsay 8861 '11 Aapnupr 2ISiI ao DIAID N Igf1Q a31ValOSNOO • 11111111111I 1IIIlII1IIIICONSOLIDATED DUBLIN CIVIC CENTER January 11, 1988 Testing and Inspection Page two Fireproofing 1. In-place Density Testing 2. Density Tests Masonry 1. Special Inspection • 2. One set of 5 prisms prior to masonry work; 3 prisms per every 5000 cubic yards of masonry. 3. Grout and mortar compression tests. 4. Grout mix reviews. e. Fig cpa1ifications 1. Currently working for the City of Fremont, including the Library and Animal Shelter. • 2. Worked with Construction Managers over the last 3 years. 3. Currently have 55 people on staff, located in Oakland: - 35 Inspectors - 2 licensed Civil Engineers - 1 licensed Geotechnical Engineer - 1 licensed Structural Engineer - 1 Architect - 6 Managerial - 4 Lab Staff - 4 Support Staff 4. Relative Experience a. Kirby Plaza, Walnut Creek. 4-story structural steel office building. Completed 1986. Plan Check: Vogel & Meyer (Contact: Ron Vogel) Architect: George Miers & Associates (Bill Hoffman) IlIHhlIlIlICONSOLIDATED DUBLIN CIVIC CENTER January 11, 1988 Testing and Inspection Page three b. Fremont Library. 100,000 SF structural steel building. • Spring 1988. Soils, steel, masonry, and concrete. CM: Lee Mattis Consulting 2 Annabel Lane San Ramon, CA 94583 Owner: City of Fremont 39700 Civic Center Drive Fremont, CA 94538 Attention: Larry Milnes Structural: Rutherford & Chekene 487 Bryant Street San Francisco, CA 94107 c. Concord Ececutive Center. 250,000 SF structural steel office structure and 6-story post-tensioned parking garage. Complete 1987. Owner: Bedford Properties P.O. Box 1265 Lafayette, CA 94549 Attention: John Winther/Pat Fell Architect: Putterman & Davis 1499 Union Street San Francisco, CA 94115 Attention: John Sumnicht d. San Jose State University. Recreation and Engineering Buildings. One 200,000 SF structural steel building and one 250,000 SF structural steel and post-tensioned concrete structure. Complete Spring 1988. Owner: The California State University 400 Golden Shore, Suite 288 Long Beach, CA '90802 Attention: Ben Prewitt CM: Price Construction P.O. Box 1667 San Jose, CA' 95109 Attention: Jim Price IIIIIII1II1I CONSOLIDATED DUBLIN CIVIC CENTER January 11, 1988 _ Testing and Inspection Page four Structural: T.Y. Lin International ' 315 Bay Street San Francisco, CA 94133 Attention: H.K. Lu e. Stanford University, Green Library. Structural steel rehab. Complete Spring 1988. Owner: Stanford University Facilities Project Management The Old Pavilion Stanford, CA 94305 Attention: Mr. Loren G.S. Lau Architect: Fong & Chin 1299 Old Bayshore Highway Suite 207 Burlingame, CA 94010 f. Genentech #8, SSF. 200,000 SF structural steel frame. Complete Spring 1987. CM: Huettig & Schramm 900 Welch Road Palo Alto, CA 94303 Attention: Paul Williams Owner: Genentech 460 Pt. San Bruno Boulevard South San Francisco, CA 94080 Attention: Scott Hoag g. Bay Center Office Buildings and Parking Structure. Three 4-story,' 350,000 SF structural steel office buildings. 540,000 SF concrete frame garage. Complete Summer 1988. Owner: The Martin Company 4256 Hacienda, Suite 101 Pleasanton, CA 94566 Attn: Walt -Kaczmarek Structural: Steve Tipping 3300 Powell Street, Suite 14 Emeryville, CA 94608 • IllIllIllIMCONSOLIDATED DUBLIN CIVIC CENTER January 11, 1988 Testing and Inspection Page five 5. Manpower Allocation a. Intermediate level .inspector, ACI certified, for sampling and making prisms. 108 Hours b. Continuous Inspection in shop and field of welding as required by specifications. Use AWS QCI inspectors. No travel. 400 Hours (Shop) 240 Hours (Field) c. Miscellaneous metal welding inspection. 32 Hours d. Sample fireproofing (Intermediate inspector. ) 32 Hours e. Sample and tag steel. (Intermediate inspector) 8 Hours Total: 820 6. Certificates and Licenses a. Member of American Council of Independent Labs. b. Certified by National Bureau of Standards, Navy, and Corps of Engineers. c. Inspectors licensed by ACI (concrete) , AWS (steel) , ICBO (steel, concrete and masonry) . d. Radiography license. e. Nuclear gauge license to operate. 1IIIII1IIIII CONSOLIDATED DUBLIN CIVIC CENTER January 11, 1988 - Testing and Inspection Page six f. Q1a 1 ifications of Key Personnel: 1. Steel Shop Lee Haynes AWS certified and member Member of American Society for Non-destructive Testing 16 years as Steel Inspector Worked with Hales, Testing Engineers & Trans-world Expert NDT technician Very fair and respected by all workers and design team 2. Steel Field Frank Valentich CEL's NDT manager Worked 18 years in the inspection business AWS certified Post-graduate study of Code and Inspection Worked with Hales, Abbot Hanks and Transworld Knowledgeable and fair Extremely competent 3. Concrete, Masonry Technician Randy Ankenny ACI-certified Level 1 Technician 7 years as inspector Hales Testing prior to CEL Nuclear Gauge approved Worked as OSA-approved inspector for Hospitals Studied engineering on post-graduate level Extremely perceptive and very compassionate IllIllIlIlIl CONSOLIDATED • DUBLIN CIVIC CENTER January 11, 1988 - Testing and Inspection Page seven 4. Soils, Concrete and Masonry Technician Noun Brandt 12 years with CEL Multi-disciplined (does steel, concrete, soils, etc. ) ICBO-certified in concrete ACI-certified Level 1 Technician Acted as Concord City Inspector Office of State Architect Certification Known for getting the job done without wasting time and mincing words Has strong working knowledge of construction 5. Project Principal Vicki Shannon Principal of Company; thus, cares about the performance Masters in Communication Worked with Architects for 6 years Major clients include: - Marriott Hotel - U.C. Berkeley - Digital Equipment Company - Bedford Properties Loves her business and is truly committed to Quality assurance as a profession Resident of Dublin (service down the street! ) 6. Project Testing Engineer Chuck Kanapicki Licensed Civil Engineer in California 8 years with testing -labs in Bay Area Strong working knowledge .of structural steel: - Pacific Bell, San Ramon - 333 Bush Street, San Francisco - Transpacific Building, Oakland - Chevron, San Ramon Quick to respond Thorough Ex-Testing Engineer's Oakland Branch Manager • IlIllIlIlIllCONSOLIDATED • DUBLIN CIVIC CENTER January 11, 1988 _ Testing and Inspection Page eight 7. Lab Manager Joel Rogers 50 years in testing industry Virtual ASTM volume of information No material unknown to Joel Consults around the state on testing problems Performed over 200 school jobs as testing manager Worked with Army Corps of Engineers, Navy Very congenial and loies sharing his knowledge 8. Back-up A staff of 50 remaining people, including NDT Manager, Operations Manager, Field Operations Manager, and specialized technicians in steel, concrete, soils, masonry. g. Insurance 1. General Liability, Auto: $1,000,000 2. Errors & Omissions: $1,000,000 h. Work by Others None; were a licensed, full-time lab as described by ASTM E-329. IllIflhllIllCONSOLIDATED DUBLIN CIVIC CENTER January 11, 1988 Testing and Inspection Page nine • i. Cost Proposal 1. Field i. Full-time rate per hour: $31.00 ii. Part-time rate per hour: $31.00 2. Testing i. Concrete Cylinders $9.00/each ii. Proctor $100.00/each iii. Atterburg Limit $70.00/each 3. Basis of Charges The following costs will be in effect during our participation on your project. These costs are dictated by the requirements of Operating Engineers, Local #3, of which our inspectors are members: Work over 8 hours, Saturdays Add $17.00/hour Work on Sundays and/or Holidays Add $34.00/hour Work from 0 - 4 hours 4 hour minimum Work from 4 - 8 hours 8 hour minimum Sampling/Show-up 2 hour minimum 4. Fees Fees for our services will be billed on a time and expenses basis, at the unit rates quoted. If subcontractors perform more quickly than projected, you will receive a cost savings for testing. If, however, subcontractors' schedules are extended, you receive a resulting increase in costs for testing. All such cost overruns will be brought tc; your'attention immediately. It is not our intent to misrepresent current schedules information in order to put us in a better position to be selected for this contract. Rather, we strive to reflect a realistic picture of testing and inspection costs. Payments are due within 30 days from the date of the invoice. Late payments will have a 1.5% interest charge per month. IIIIlII1III1• CONSOLIDATED DUBLIN CIVIC CENTER January 11, 1988 Testing and Inspection Page ten 7• Arcendix 1. Cost Proposal (As^Required by Structural Engineer) A. Concrete Mix Reviews No. : 3 Rate/ea: 70.00 $ 210.00 Reinforcing/Concrete Placement Harris & Associates Cast Cylinders Harris & Associates Pick-up Cylinders No.trips: 32 Rate/ea: 30.00 960.00 Sample and Tag Steel No.days: 4 No.hrs: 8 Rate/hr: 31.00 248.00 Tensile and Bend Tests No.: 10 Rate/ea: ' 10.00 100.00 Subtotal: $ 1,518.00 B. Structural Steel Shop Fabrication No.days: 50 No.hrs: 400 Rate/hr: 31.00 $ 12,400.00 Field Erection No.days: 30 No.hrs: 240 Rate/hr: 31.00 7,440.00 Subtotal: $ 19,840.00 C. Miscellaneous Welding • Shop Fabrication No.days: 4 No.hrs: 16 Rate/hr:. 31.00 $ 496.00 Field Erection No.days: 4 No.hrs: 16 Rate/hr: 31.00 496.00 Subtotal: $ 992.00 IlIllIMhIllCONSOLIDATED i DUBLIN CIVIC CENTER January 11, 1988 Testing and Inspection Page eleven D. Fireproofing Inspection Sampling/Thickness Verification No.days: 8 No.hrs: 32 Rate/hr: 31.00 $ 992.00 Samples No: 18 Rate/ea: 20.00 360.00 Subtotal: $ 1,352.00 E. Masonry Continuous Inspection Harris & Associates Prisms Assembly No.days: 4 No.hrs: 16 Rate/hr: 31.00 $ 496.00 Grout/Mortar Sampling No.days: 30 No.hrs: 60 Rate/hr: 31.00 1,860.00 • Prisms Pick-up No.trips: 4 Rate/ea: 50.00 200.00 Grout/Mortar Compression Tests No. : 90 Rate/ea: 9.00 810.00 Prism Tests No. : 14 Rate/ea: 75.00 1,050.00 Subtotal: $ 4,416.00 F. Soils Inspection In-Place Density Testing No.days: 10 No.hrs: 40 Rate/hr: 31.00 $ 1,240.00 Moisture-Density Tests No. : 2 Rate/ea: 100.00 200.00 Subtotal: $ 1,440.00 lIlIllIlIlIl CONSOLIDATED . DUBLIN CIVIC CENTER January 11, 1988 Testing and Inspection Page twelve G. Summary Concrete $ 1,518.00 Structural Steel 19,840.00 Miscellaneous Welding 992.00 . Fireproofing 1,352.00 Masonry 4,416.00 Soils 1,440.00 Total: $ 29,558.00 H. Alternate I Roofing Inspection $ 40.00/hour Samples $ 20.0 0/each 111111111111 CONSOLIDATED DUBLIN CIVIC CENTER January 11, 1988 Testing and Inspection Page thirteen 2. Resumes of Team (Attached) IIIIIlI1IIII CONSOLIDATED -ERE HAYME S , SENIOR WELDING INSPECTOR Areas Qualified to Inspect Structural Steel Welding (shop/field) Reinforcing Steel Welding Non-destructive Testing (UT,PT,MT,RT) High-Strength Bolting Fireproofing • Experience With Us (April 86 - present) CEL hired Lee because of his expertise in visual and non- destructive welding inspection. He also has management background in his professional history. Lee is excellent in his interaction with contractors and designers, and is often commended for his professional manner and conduct on the job. Major Projects: Digital Equipment Co., Cupertino - Shop welding Broadway Plaza, Walnut Creek - Shop and field welding • Marin General Hospital - Field welding Evergreen Terrace,Cakland - Field welding Prior Experience Hales Testing Lab.- Hayward : 9/851- 4/86 . Senior structural steel and NDT inspector. Performed visual and NDT inspection of welding and fabrication to AWS D1.1-85. Trans-World Testing Lab.- Oakland: 10/80 - 09/85. Lab Supervisor, Quality Assurance Manager. Supervised NDT inspection in the field and lab. Also performed as senior visual and NDT welding inspector. Testing Engineer Inc.- Oakland: 4/77 - 8/80 Supervised welding inspection. Developed NDT procedures. Senior welding inspector. Peabody Testing - San Leandro: 03/72 7. 10/77. ASNT level II inspector, RT, MT, UT & PT. Affiliations & Certifications Member, American Society for Non -Destructive Testing Member, American Welding Society Member, American Foundryme s Society IllIllIlIlIl CO NSOLIDATED FRANK VALENTICH SENICR DING INSPECT Areas Qualified to Inspect Structural Steel Welding (shop/field) Reinforcing Steel Welding Non-destructive Testing (UT, PT, MT, RT) • High-Strength Bolting Fireproofing Experience With Us Frank joined us from Hales Testing Labs, and was hired specifically for his welding inspection capabilities, both nondestructive and visual, and his leadership background. Projects: Valley West Hospital, Los Gatos - field welding Broadway Plaza, Walnut Creek - field welding, welder"s qualifications Snell Pipeline - welders' qualifications Prior Experience HALES TESTING LABS: 6/85 - 4/86. Senior Engineering Technican, structural steel and NDT. ASNT Level II, Certified MT, PT and UT. Major Projects included: . IBM, San Jose - Welding Inspection (1 year) . Moffett Field Wind Tunnel - Welding Inspection . Skycatch, Hunter's Point - Welding Inspection WISMER & BECKER/ATKINSON CO. : 1982 - 1985. Quality Control Inspector for West Side Water Flood project at Stockton, and Prudhoe Bay, Alaska. Pipeline welding inspection. PETER KIEWIT SONS: 1981 - 1982. Quality Control Inspector, Sohio Construction Co. Structural and piping inspection. TRANSWORLD TESTING LABS: 1979 - .1981. Lab Supervisor. ABBOT HANKS TESTING LABS: 1977 -. 1979. Quality Control Mgr. PE BODY TESTING LABS: 1972 - 1977. X-ray Engineer. CERTIFIED INDUSTRIAL X-RAY: 1970 - 1972. ASNT Level II Certified RT, MT, PT & UT Education Inspection and Code - Contra Costa College U.S. Navy - Pipefitting & Welding Class A Non-destructive Testing Class C '11111111111i CONSOLIDATED • RANDY ANKENY - CONSTRUCTION INSPECTOR Areas Qualified to Inspect Reinforced Concrete Batch Plant Inspection Masonry Shotcrete Fireproofing Soils Experience With Us (4/86 to Present) Randy is a respected professional in the inspection industry, having spent six years with CEL and Hales Testing Labs as an inspector. Randy's specialization is in reinforcing steel, reinforced concrete, masonry and soils. He excels in his ability to command respect among contractors, subcontractors and designers, without alienating them. Projects: • Fremont Library (concrete, zonolite) San Jose State Recreation Center (concrete, masonry) Valley West Hospital, Los Gatos (resident) Camino Diablo, Walnut Creek (masonry) Stanford University Bank of America, Concord IBM - Almaden Skywalker Ranch, San Rafael Prior Experience HALES Tt-STING LABS: 1982 - 1986. Construction Inspector. Education and Certifications ACI Technician - Level 1 Pierce Junior College, Woodland Hills. Engineering. William & Mary College, Jamestown, VA. Engineering. Cal State Hayward. Environmental Design. IllIllIllIll CONSOLIDATED NORMAN SENIOR ON _ Areas Qualified to Inspect Visual Steel Welding & Non-destructive Testing Reinforced Concrete Post-tensioned Concrete Reinforcing Steel Placement and Welding Soils Batch Plant Inspection Masonry Fireproofing . Experience.With Us Norman has performed every type of inspection known to UBC 305 and 306, for almost every type of project • possible. He has worked on numerous structural steel, post-tensioned, reinforced concrete and masonry projects, and performed field destructive and non- destructive testing of materials. He is extremely - versatile and knowledgeable of construction materials. Projects,: Travis Airforce Base San Francisco. Airport 180 Montgomery Street, SF Neiman-Marcus, SF Herrick Hospital, Berkeley Fashion Island Mall, Foster City • - Prior Experience CITY OF FREMONT: 1977 - 1978. Building Inspector. • PEABODY TESTING, EMERYVILt :. 1976 - 1977. Engineering Technician/Field Inspector. NUCLEAR SERVICES, INC. : 1974 - 1976. Non-destructive Testing Technician. CITY OF CONCORD: 1973 - 1974. Building Inspector. TESTING AND CONTROLS: 1968,- 1973. Engineering Tech. HALES TESTING LAB: 1963 - 1965. ,Engineering Technician. • Education ICBO Inspection Exam Contruction Tech Program, Ultrasonic Testing and Radiography, Contra Costa County College Uniform Buidling Codes, Diablo Valley College Contruction Technology, San' Jose State College Office of the State Architect Certification IlIllIllIllI CONSOLIDATED VIM SHANNON PRINCIPAL • Vicki joined CELJ in September of 1985; as Chief Executive officer of the organization. She is responsible for establishing company policies and managing the .company on a day-today basis. She chairs the Board of Directors and . Management Committee. Overall enforcement of quality control of the firm and directing the Marketing efforts are Vicki's main concern. She also acts as Project Testing Principal for - some of her clients. In this role she is the client's Train contact with regard to testing and inspection. Prior to testing, Vicki worked 6 ye rs with two major architectural • . firms in San Francisco, in construction administration. . , Major Clients • Marriott Hotel, Washington, D.C.. •Holvick Construction ' Bedford Properties Port of Oakland Santa Fe Pacific Properties Ramada Inns, Phoenix Kearney Ventures Bohannon Development Holiday Inns, Memphis, TN • Prior Professional Experience SIGNET TESTING LABS: 1984 - 1985. Marketing Representative . ROBINSON MILLS & WILLIAMS, ARCHITECTS: 1980 - 1983. Construction Administration, Staffing Planner, Personnel Manager. • GENSLER & ASSOCIATES, ARCHITECTS: 1978 - 1980. Assistant to Vice President in Space Planning. Professional Registration & Memberships American Institute of Architects Associate Member, East Bay Chapter Women Executives in Construction Education - Chabot College, Inspection and Codes University of Tennessee, M.A. Speech Communication Western Carolina University, B.S. , Psychology IlIHhlMhlICONSOLIDATED CHARLES FArAPIC I • CIVIL ENGINEER As Vice-President Operations for Consolidated Engineering Laboratories, Chuck oversees all day-today operations and holds the position of Chief Engineer. In this capacity Chuck is responsible for the review-of all field reports prior to final submission, and performs field audits of inspectors to ensure uniformity of performance. Prior Experience • From 1981 to 1986, Chuck served as Operations and Branch Manager for Testing Engineers, Inc. of Oakland. In these capacities Chuck was responsible for all professional and administrative activities for the company in San Francisco, Oakland and the North Bay areas. He managed the activities of up to 110 inspectors. He also supervised overseas structural steel fabrication inspection activities for many projects in such states as California, Washington, Illinois, Texas and Louisiana. Major Projects Pacific Bell, San Ramon Pacific Gateway IV, Los Angeles Chevron Park, San Ramon 900 N. Michigan, Chicago IL Embarcadero West, S. F. Growers Square, Walnut Creek Rincon Annex, San Francisco California Plaza, Walnut Creek 333 Bush St. , San Francisco. 1333 N. California, Walnut Creek Lake Merritt Plaza, Oakland Office Building IV, Oakland, CA 388 Market St. , San Francisco Education University of Illinois - B.S. , Civil Engineering Professional Registration California Civil Engineer Illinois Professional Engineer • Washington Registered Engineer AWS QC-1 ACI Certified Field Testing Technician I • Campbell Nuclear Gauge Certification , • Memberships American Concrete Institute American Welding Society Structural Engineers Association of Nothern California • American Society of Civil Engineers • I I I I I I I I I I I I CONSOLIDATED IABCRAICRYHANPEER . Joel is virtually a walking ASTM volume with his vast experience in the testing and inspection industry. He has supervised, inspected and participated in some • capacity with testing agencies for 45 years. You could safely say that Joel tested the majority of University of California at Berkeley. He manages the laboratory. services and report writing procedures at CEL, and has done so since 1976. Joel's affiliation with Dan Rhoades goes back 20 years. Joel has complete control over laboratory application of ASTM, AASHO, AWS, ACI and other applicable test methods and standards. Projects: Hospitals Schools Banks High-rises Private Dwellings Industrial Condominiums Office Buildings Factories Airports Water Treatment Government Prior Professional Experience HERSHEY TESTING LABS (which merged with) TE5r1NG AND CONTROLS (which was sold to) ABBOT HANGS INC. : 1949 - 1976. Lab supervisor and quality control manager. Education AA Civil Engineering, Oakland City College U.C. Extension Courses - Concrete, Construction Inspection, Soils Mechanics 11111111111 CONSOLIDATED GARY C APPA PRINCIPAL Gary has spent the majority of his professional career in testing and inspection. He performed as Vice President for a large testing lab in the Bay Area. During his tenure there, he increased operations three-fold, and initiated programs to improve the services of testing agencies and their reputations with local city jurisdictions. Gary is very active in each and every project brought through the doors of CEL, and has a strong commitment to the objectives of the testing industry. He has acted as project director on projects of all types and sizes, from 23-story high-rises, to heavy commercial, retail, and tilt-up construction. He acts as a liason between the needs of the contractor and owner, to expedite project completion, and the quality control concerns of the structural engineer and the City Building officials. He has a thorough understanding of all UBC and State codes. Projects: Martin Company - 400,00 S.F. concrete parking structure & steel- office buildings. Bedford Properties - Concord II Executive Center, & parking structure. Santa Fe Pacific - Union City R & D and concrete frame office building, 320,00 S.F. O"Donnel, Hopkins - Santa Rosa R & D and parking structure. Holiday Inns, Inc.- Holiday Inn, Milpitas, 12-story • reinforced concrete. Gensler & Assoc. - 90 New Montgomery, San Francisco, steel high-rise & underground parking. Gerald Hines - 580 California Street, San Francisco Marriott - 515 S.F. post-tensioned hotel structure in burlingame. Watry Engineers - St. Francis Place. Five 8-story post- tensioned buildings. 600,000 S.F. Prior Professional Experience SIGNET TESTING LABS. : 1980 - 1985 .' Vice President TERRASEARCH: 1978 - 1980 Geologist Education - Santa Clara University, M.B.A., 1988 University of California, Santa Barbara, B.S. Geology, 1977 Member of American Welding Society American Concrete Institute 18 IIIlos IfiIIII CONSOLIDATED • aoeDErsED F s�a�� CONSTRD(TIaN AID TESTING INSPECTION SERVICES S Base Rates/Per Hoar Inspector S 49.00 Laboratory Technician 49.00 Ultrasonic, magnetic particle or nuclear gauge inspection 52.00 Staff Engineer 70.00 Principal Engineer 90.00 • Basis of Charges .1. Inspection and Technician services, including travel time from portal to portal, are charged at hourly rates. 2. Premium charges are added to base rates for overtime, Sunday and Holiday work, swing and graveyard shifts. a. Work over 8/Hrs., Saturday .... 520.00/Hr/Premium b. Work on Sunday, Holidays 40.00/Hr/Premium 3. Minimum hourly charges are as follows: a. Inspector's services under 4 hours - 4 hours b. Inspector's services over 4 hours - 8 hours c. Show-up time - 2 hours d. Sampling/tagging materials - 2 hours e. Pick-up sample - 1 hour 4. Expenses charged as follows: - a. Subsistence per Union Contract - S 60.00 . b. Mileage under 20 miles round trip - N/C c. Mileage over 20 miles round trip - .35/Per mile 5. The following are charged at Cost + 15%: • a. Rental of equipment, outside services and consultants, transportation fares for public carriers, parking charges not provided by clients, telephone charges, toll, etc. -- b. Freight charges for services when billed separately. (Minimum charges for services when billed separately is $15.00.) • i I I I I I I I I I CONSOLIDATED MIN:USED.FEE SCHEDULE. PAGE 14A. 6. The above unit rates include normal clerical work. Engineering services, solving problems and consultations will be additional. Special rates will be negotiated for projects involving long-term, continuous inspection services and for volume testing. LABS TESTS Aggregates Sieve Analysis, fine or gravel, ASTM C-136 $ 40.00 Sieve Analysis, coarse aggregate to 1-1/2" max. 40..00 Specific gravity, ASTM C-127 or C-128 30.00 3 Organic impurities in concrete sand, ASTM C-40 30.00 Absorption, sand or gravel, ASTM C-127 and C-128 30.00 Quality of silt or clay (wash test) , ASTM C-117 25.00 L.A. Rattler, CA. 211, ASTM C-131 or C-535 80.00 Sand Equivalent value, CA 217, per size 45.00 Cleanness Value, CA 227, per size 60.00 Durability Factor, CA 229, per size 60.00 Sulfate Soundness, ASTM C-88, per. size 40.00 Potential Reactivity, ASTM C-289, per sample 200.00 Cement Sampling and storage of grab sample for 60/days 10.00 • Compression, 2x2 cubes, each age, -ASIM C-109 ---- - 27.00 Cement content of hardened concrete, ASTM C-85 1200.00 Testing of cement per ASTM C-150 (Excluding heat of dehydration and false set) 700.00 Concrete Concrete mix design or review 60.00 Trial batches, prepared in laboratory 200.00 Shrinkage, ASTM C-157, CA 530 150.00 Compression, 6x12 cylinders, ASTM C,39 12.00 Cylinder Molds 1.25 Cylinders cured, stored for 60/days (Hold cylinders) 12.00 Splitting tension, 6x12 cylinders, ASTM C-496 20.00 • Unit Weight of concrete cylinders, ASTM C-567 10.00 Flexural strength of concrete, ASTM C-78 35.00 J 1 I I I I I I I I I I I CONSOLIDATED CONDEUSED FEE SOIEDULE EWE IIMML • Masonry Concrete Blocks: Compression, ASTM C-140 S 35.00 Absorption and moisture, ASTM CH140 35.00 Linear Shrinkage, AMA (Rapid Method) C-341 55.00 ' Linear Shrinkage, CMA (British Method) C-426 70.00 Tensile Strength, CMA 60.00 Bricks: Absorption w/saturation coefficient, ASTM C-67 40.00 Compression, ASTM C-67 ■ 35.00 Modulus of Rupture, ASTM C-67 35.00 Compressions grout prisms 12.00 Compression, Mortar cylinders 10.00 Compression, composite prism, including preparation 70.00 Shear, masonry core 40.00 Mortar molds .75 Reinforcing Steel • Tensile Strength, ASTM A-370: Samples, Size #2 - 6 (Grade 60) 22.00 Samples, Size #7 - 11 (Grade 60) 40.00 Samples. Size #2 - 9 (Grade 40) • 20.00 _ . Samples. Size #14 and #18 plus machining - On Quotation Bending. ASTM A-37 12.00• Structural Steel • Tensile Strength, ASTM A-370: Samples: Under 1-1/2 sq.in. in cross section 24.00 • Samples: •1-1/2 sq.in. and over in cross section 30.00 Bending. ASTM A-37 • • • 14.00 • • • • 00'0£T (£ 3o qas) saidures PaPTowa.z 'gSaq TTpttsaeW 00'SL (uoneledaid 3o aidures 6uzpnToui) saingxTur 6uTAed snoumin tq 3o anieA lagauroiTgeqs 00'0L usPM buipnTauT aidures papoerrxa u0 uoTgepe10 00'0L saanixTUI 6uTAed 3o quaquoo uaumnTg 00'06 y saimxTw snouTunniq.,go TTaMS 00'09 (qutod gad) aidures paxiur-aad 3o anTen JagauroTTgegs agaiouop apregdsv 00'0£ (aa1g4 3o gas) sgsaq &&tsuau 6uT3ooadalT3 uoT;egone uo - Alessaoau jr 'alo3 3o uoTgeiedaid pug 00'ST Z17-0 NISV 'atop 3o uotssa1duo3 00'17 gouT iad 'aioo gouT b 00'E gouT lad 'aioo gouT E TTT�Q puoureTQ 00'0V ;adTaH 00'SL sogexad0 autgoeW 6uTaop Sa0TA1as €U£103 00'059 AgTsuap umUJTxeU1 %S6 qe TTos aATSago3 00'005 TTos iEinpuei0 • :oTqua 6uTIeag Ptu1o3Tieg 00'08 S£S. 30 T£i D W 'TTZ -'dv '.atn 'a 'K''I 00'09 azTs sad '6ZZ VD 'ATTiTgelna 00'85 azTs lad 'LZZ VD 'anTen ssauueaTO • 00'9E ZT£ VD 'aseq pagealq guavao 'uoTssalduro0 00'OL. £Zt-Q 3 6Zt"-Q W1SV 'T? 'I OTlSeid Pue PTnbTZ 00'St' azTs lad 'LIZ VD '4uaTeAtnbQ pueS 00'OST . TOE VD '(SuTOd £) anTen (2I) aouegsTsag 00'Oii. - - as1eoo Jo auT3 '9E-0 WISv 'sTSATeuf anaTS 00'0V ZOZ 'ID 'buTpe1O 00'SZTS 91Z VD '08TH 30 66-1 OHSW 'LSST-Q 10 869-Q WZSV 1opoozd 'uoDoed<uocj S eTraleW asea Pue sIT0S moaa 2Na ZIOCISB3S aasNsaco 03ldallON00 IIIIIIIIIHIIi IllIllIllIll CONSOLIDATED CCEDENSED FEE SCHEDULE PN E FIVE_ . Roofing Plycount and Asphalt by difference (D-2829), per. hour S 42.50 Weight Analysis 10.00 ti . Miscellaneous Tests and Inspections Schmidt hammer test of concrete (4 and 8 hour minimums) 52.00 Pachometer reading ( 4 and 8 hour minimums) 52.00 Calibration of hydraulic rams, each 110.00 Fireproofing density test (set of 3) 30.00 . Uncoated 7 wire strand for prestressed concrete: 1 - Breaking strength 60.00 2 - Yield strength, breaking strength and stress strain curve 120.00 Welder qualifications, each position - On Quotation Dye penetrant inspection (4 and 8 hour minimums) 52.00 High-strength bolting inspection, : (4 and 8 hour minimums) 49.00 Laboratory Duipment , Testing Machine, 60,000 lb. universal w/operator 60.00 Expert Witness Testimony . 1. Half Day 600.00 2. Full Day 1000.00 .' •