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Home My WebLink AboutC2018-113 - 2/15/2018 - NA RATIFICATION OF SERVICES FOR MATERIALS TESTING SERVICES This AGREEMENT is between the City of Corpus Christi, Tetas, a Texas home-rule municipal corporation, 'CITY', acting through its duly authorized City Manager or designee ("City Engineer), and 1;QCK ENGINEERING AND TESTING LABORATORY. INQ„ a Texas corporation, 'TESTING LAW, performed services as follows: 1. DECLARATION$ "CITY" engaged 'TESTING LAB" to provide services in connection with City's project,described as follows:Monshelm Drive&Helen (Proleat No.84911"PROJECT. 2. SCOPE OF WORK 'TESTING LAB"provided services for the PROJECT in accordance with the accompanying Letter, Scope of Services,and Fee Schedule attached as"Exhibit A . 3. f The "CITY" desires to pay the "TESTING LAB" for services provided and ratifies this agreement to authorize payment for services completed in accordance with Exhibit"A", Scope of Services and Fee Schedule under this AGREEMENT, a total fee not to exceed ;15.700.011 (in figures), (Fifteen Thousand Seven Hundred Dollars and 00/100(in words). CITY OF CORPUS •H ' STI ROCK ENGINEERING&TESTING ('I 9.715A6 I CJ�g LABORATORY,INC. By: Invoices Attache( Vit- H.Gray, ".E. (Date) (SIGNATURE) Ex- utive Director of P ••Iic W ss� 8817 Leopard Street 70 !//`� Corpus Christi,TX 78409 J H. Edmonds, P.E. (D ) (381)883-4555 Office Director of Engineering Services (361)883-4711 Fax APPROVED/J� AS TO FORM %UJG!„. 2018.02.1409:3909-06'00' Legal Department (Date) Invoice Date Inmlae Number Amount 10/242013 20977 515,700.00 Total $15,700.00 Project Number 6491 Accounting Unit 3546-051 Account 550920 Activity 170123-01-3546-EXP Account Category 50920 K:ENGINEERING DATAE%CHANGEECLARISSA RATIFICATIONS-ROCKINGI MANSHEIM DRIVE&HELEN GABRIEL KOSTORY2atATIFICATION TESTING AGREEMENT 6191 MANSHEIM&HELEN.DOCX 2018-113 2/15/18 Rock Engineering and Testing _INDEXED • October 7. 2013 City of Corpus Christi Department of Engineering Services Post Office Box 9277 Corpus Christi, Texas 78469-9277 Attention: Mr. Daniel Biles, P.E. Director of Engineering Services SUBJECT: EXHIBIT A SUBSURFACE INVESTIGATION, LABORATORY TESTING PROGRAM AND PROVIDE GEOTECHNICAL RECOMMENDATIONS FOR THE PROPOSED NESBITT DRIVE PAVEMENT EVALUATION PROJECT City-of Corpus Christi Project No. 6491 Nesbitt Drive(Sunnybrook Road to McArdle Road) Corpus Christi,Texas RETL Proposal Number: P100413A Dear Mr. Biles, Rock Engineering and Testing Laboratory, Inc. (RETL) (TBPE Firm No. 2101) is pleased to submit the following proposal to perform a subsurface investigation and laboratory testing program and provide geotechnical recommendations for the proposed Nesbitt Drive Pavement Evaluation Project (City of Corpus Christi Project No. 6491) located on Nesbitt Drive (Sunnybrook Road to McArdle Road) in Corpus Christi, Texas. It is understood that approximately 1,300 linear feet of Hot Mix Asphaltic Pavement located on Nesbitt Drive from Sunnybrook Road to McArdle Road is showing distress including potholes, alligator cracking and depressions. The proposed boring number, depth and location is provided in the table below: • Pace 2 of 5 NESBITT DRIVE PAVEMENT EVALUATION PROJECT(#6491) October 7,2013 Nesbitt Drive(Sunnybrook Road to McArdle Road);Corpus Christi,Texas Ann: Mr. Daniel Biles. P.F. RETL Proposal No.: P100413A Boring Boring Number Depth(ft) Boring Location N 27°44.066' W 97°24.872' B-I IS Nesbitt Dr.; 210' N of McArdle Rd.; I from east edge of pavement;NBL N 27°44.067'W 97°24.875' B-2 IS Nesbitt Dr.; 210 N of McArdle Rd.; 5' from west edge of pavement; SBL _ N 27°44.104'W 97°24850' B-3 I S Nesbitt Dr.; 125' S of Mansheim Blvd.; 1' from east edge of pavement;NBL N 27°44.106' W 97°24.852' R-4 IS Nesbitt Dr.; 125' S of Mansheim Blvd.; 5' from west edge of pavement; SBL N 27°44.165' W 97°24.812' B-5 I S Nesbitt Dr.;240' N of Mansheim Blvd.; 1. from east edge of pavement; NB!. N 27°44.167' W 97°24.814' B-6IS Nesbitt Dr.; 240 N of Mansheim Blvd.; 5' from west edge of pavement; SBL N 27°44.259' W 97°24.756' ----- — B-7 15 Nesbitt Dr.; 230' N of Sunnybrook Rd.; 5' from west edge of pavement; SBL Where: NBL=North Bound Lane SRI. = South Bound Lane RETL will obtain pavement cores and sample, identify and measure the pavement constituents at each boring location. The scope of work is provided below. Scope of the Proposed Subsurface Investigation • RETL requests that the boring/core locations are staked in the field prior to the field investigation. • Coordination with Texas One Call will be performed by RETL to identify underground utilities in the proximity of the boring/core locations. The borings/cores will be relocated if necessary. • RETL will provide proper traffic control and traffic control devices, if required by the City of Corpus Christi, during our field investigation. • Soil samples will be obtained at predetermined depths, unless subsurface conditions warrant additional sampling. • The drilling operations will be completed utilizing a standard geotechnical drilling rig equipped with a rotary head turning hollow stem augers to advance the boreholes. • The test borings will be sampled continuously to 15-feet, the termination depth of the test borings, and relatively undisturbed Shelby tube soil samples will be obtained and alternated with static cone penetrometer tests. ROCK ENGINEERING&TESTING LABORATORY, INC. 6817 LEOPARD STREET •CORPUS CHRISTI,TEXAS 78409 OFFICE: (361)883-4555 • FAX: (361)883-4711 •www.rocktesting.com • Page 3 of 5 NESBITT DRIVE PAVEMENT EVALUATION PROJECT(#6491) October 7.2013 Nesbitt Drive(Sunnybrook Road to McArdle Road): Corpus Christi,Texas Attn: Mr.Daniel Biles,P.E REE Proposal No.: P100413A • Relatively undisturbed Shelby tube soil samples and static cone penetrometer tests will be performed at the same depth at each boring location. • Undisturbed soil samples will be obtained using thin-wall tube sampling procedures in accordance with "Thin {Gulled Tube Sampling of Soils, (ASTM Dl 587).• • The borings will be advanced to the depth specified above. • Groundwater readings will be obtained during drilling and immediately upon completion of the drilling operations. • After obtaining the delayed groundwater readings, the open boreholes will be backfilled with excess soils obtained during the drilling operations, the base material will be replaced in the boreholes and patched with cold mix. Scope of Laboratory Testing Program • Supplementary Visual Classification(ASTM D2487) • Water Content Tests (ASTM D2216) • Atterberg Limits Tests (ASTM D4318) • Unconfined Compressive Strength Tests (ASTM D2166) • Percent Material Finer Than The#200 Sieve Tests (ASTM Dl 140) All phases of the laboratory testing program will be performed in general accordance with applicable ASTM Specifications. All field and laboratory test results will be included on the boring logs or provided in the report. Projected Schedule After authorization, the drilling operations can be completed on Friday, October 11, 2013 and the final report will be submitted within one week of the completed fieldwork. RETL will consult with the design team as field and laboratory test results become available. If adjustments to the proposed timeline are required to meet the existing project schedule, please contact RETL so that we can accommodate your needs. Geotechnical Engineering Report In addition to the field and laboratory testing, a geotechnical engineering report will be prepared that includes a description of the field exploration and laboratory tests, boring logs, a discussion of the engineering properties of the subsurface materials encountered and geotechnical recommendations. Fees and Limitations We understand that we have been chosen to provide these services for this publicly funded project. Therefore, by providing cost information, we are not in violation of the Texas Professional Services Procurement Act. ROCK ENGINEERING&TESTING LABORATORY, INC. 6817 LEOPARD STREET•CORPUS CHRISTI.TEXAS 78409 OFFICE: (361)883-4555 •FAX: (361)883-4711 •www.rocktesting.com • Page 4 of S NESBITT DRIVE PAVEMENT EVALUATION PROJECT(#6491) October 7,2013 Nesbitt Drive(Sunnybrook Road to McArdle Road): Corpus Christi,Texas Attn:Mr.Daniel Biles,P.E. RETI.Proposal No.: P100413A The total fee to perform seven borings to termination depths of 15-feet and provide proper traffic control and traffic control devices is$19,200.00. The total fee to perform seven borings to termination depths of 15-feet with traffic control and traffic control devices provided by others is$15,700.00. The Total Project Fee includes the field investigation, laboratory testing, geotechnical recommendations and report preparation. The following items will be added to the final invoice as required: I. Additional drilling required due to subsurface conditions: $95.00 per linear foot. 2. Additional FIMAC cores: $250.00 per core. 3. Traffic control: $3,500.00 per day if field work exceeds I day. If there is a change in the scope of work, RETL should be notified in order to provide a revised scope of work and laboratory testing program. Services provided by RETL under this Agreement will he performed in a manner consistent with the degree of care and skill ordinarily exercised by members of the same profession currently practicing under similar circumstances. The Client shall provide for RETL's right to enter the property owned by the Client and/or others and assure that the boring/core locations are accessible to drilling equipment in order for RETL to fulfill the Scope of Services included hereunder. Either the Client or RETL may terminate this Agreement at any time with or without cause upon giving the other party 10-calendar days prior written notice. The Client shall within 10 calendar days of termination pay RETL for all services rendered and all costs incurred up to the date of termination, in accordance with the compensation provisions of this contract. ROCK ENGINEERING& TESTING LABORATORY, INC. 6817 LEOPARD STREET •CORPUS CHRISTI.TEXAS 78409 OFFICE: (361)883-4555 •FAX: (361)883-4711 •www.rocktesting.com Page 5 of 5 NESBITT DRIVE PAVEMENT EVALUATION PROJECT(#6490 October 7,2013 Nesbitt Drive(Sunnybrook Road to McArdle Road):Corpus Christi.Texas Attn: Mr.Daniel Biles. P.E. RETL Proposal No.: P100413A Closing If you are in agreement with our proposed scope of work, please authorize us to proceed by signing in the space below and returning one copy to us. Thank you for your consideration of our firm to assist you with this project. If you have any questions. or comments, please call at(361) 883-4555. Sincerely, ACCEPTED AND APPROVED By Print Morgan Schurnmer Geotechnical Project Manager Date For payment of services, invoice to: Firm: Attn: Address: Title: City: - State: Zip Code: Phone: Fax: E-mail address: cc: Mr. D. Scott Jones, P.E., Civil Group Manager, RVE, Inc. ROCK ENGINEERING& TESTING LABORATORY,INC. 6817 LEOPARD STREL I•CORPUS CHRISTI,TEXAS 78409 OFFICE: (361)883-4555 •FAX. (361)883.4711 •www.rocktesting.com INVOICE ao 4 r Invoice Date: 10/24/2013 tge.##.- 0,0 ergo Rock Engineering&Testing Invoice No:20977 �, i 6817 Leopard Street eaq 94 Corpus Christi,TX 78409 NOV 1 0 2014 Page 1 of 1 4r°,9r . '°P Client Address: City of Corpus Christi Department of Engineering Client Number: 10004 Mr. Dan Biles P.E., Director of Engineering P.O. Box 9277 Project: G110228-1 Project Desc.: Prop. Mansheim Drive and Nesbitt Drive Corpus Christi, TX. 78469 Rehabilitation Project-Project No. 6491 Invoice Detail by Report Report No. Sampled g_yt Billing Code Unit Type Unit Rate Extension 1 10/24/2013 1.00 G500-Geotechnical Subsurface Lump Sum $15,700.00 $15,700.00 Investigation Report Number 1 for a Subtotal of. $15,700.00 Total for this Invoice: $15,700.00 REMIT TO:Rock Engineering&Testing Budget: $15,700.00 TERMS: DUE UPON RECEIPT Attn: Accounts Receivable Prey Inv: $0.00 FED I.D. NO.: 74-2872164 6817 Leopard Street This Inv: ($15,700.00) Phone No.: (361)883-4555 Corpus Christi,TX 78409 Balance: $0.00 TBPE Firm No. 2101 Please remit to above address and reference your invoice number on payment. Thank You! Basic Services: Investigations & Analysis Report Additional Services: Testing & Inspection Subtotal Additional Services Summary of Fees Basic Services Fees Additional Services Fees Total of Fees MANSHEIM DRIVE AND NESBITT DRIVE REHABILITATION PROJECT Project No. 6491 Invoice No. 20977 Invoice Date: 10/24/2013 Contract Amd No. 1 Amd No. 2 Total Amount Previous Contract Invoiced Invoice Total Percent Invoice Comolete $15,700 $0 $0 $15,700 $15,700 $0 $15,700 100% 0 0 #DIV/0! $0 $0 $15,700 0% $0 $0 $0 $0 $0 $0.00 $0.00 #DIV/0! $0 $0 $0 $0 $0 $0.00 $0.00 #DIV/0! $0 $0 $0 $15,700 $0 $0 $0 0% 0 0 0 0 0 $0.00 $0.00 #DIV/01 $0 $0 $0 $15,700 $0 50.00 $0.00 0% GEOTECHNICAL TESTING SERVICES AGREEMENTS EXHIBIT "D" Page 1 OF 1 Last Revision: October 2013