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Home My WebLink AboutC2019-105 - 3/15/2019 - NA TASK ORDER NO. 27 This Task Order pertains to a Master Services Agreement for Geotechnical and Construction Materials Testing by and between City of Corpus Christi,Texas(City)and Rock Engineering&Testing Laboratory, Inc.,(Lab)dated January 16, 2018 by Motion No. M2018-005 (Agreement). Lab shall perform services on the project described below as provided in this Task Order and in the Agreement. This Task Order shall not be binding until it has been properly signed by both parties. Upon execution,this Task Order shall supplement the Agreement as it pertains to the project described below. MSA PROJECT NUMBER/NAME: 17100A Geotechnical and Construction Materials Testing TASK ORDER PROJECT NUMBER/NAME: 17100AB Geotechnical and Construction Materials Testing 1. PROJECT DESCRIPTION: E15110 Flato Road —48" Water Line Transmission 2. SCOPE OF SERVICES—GeoTech and/or Construction Material Services to observe,test and report for the Flato Road—48" Water Line Transmission project, and as more fully described in Exhibit A. 3. COMPENSATION —The total amount not to exceed for this Task Order only is $3,000.00. This Task Order is approved, and Lab may proceed. All other terms and conditions of the Agreement remain in full force and effect. CITY OF CORPUS CHRI T ROCK ENGINEERING&TESTING ir LA TORY, INC. t // 4//s-(11 �� 03-13-19 Jeff H. Ed onds, P.E. D e urtis A. Roc Date Director of Engineering Services C erating Office 6817 Leopard Street Corpus Christi, TX 78409 (361) 883-4555 Office curtis@rocktesting.com Project Number: E15110 Accounting Unit: 3551-051 Account: 550920 Activity: E15110-01-3551-EXP Account Category: 50920 Fund Name: ST2015 GO BD14 Amount: $3,000.00 Task Order No.27 Testing Agreement Page 1 of 2 C2019-105 3/15/19 Rock Engineering& Testing grAniniFn TASK ORDER FUNDING REQUEST FORM CONTRACT MSA#AND TITLE: 17100A Geotechnical and Construction Materials Testing(ROCK) TASK ORDER PROJECT#/TITLE: 17100AB Geotechnical and Construction Materials Testing(ROCK) REQUESTING DEPARTMENT: ENGINEERING DEPARTMENT FUND NAME/FUND#-ME: ACCOUNT: ACTIVITY: 3551-051 550920 E15110-01-3551-EXP CONSULTANT: Rock Engineering TASK ORDER#: 27 SCOPE OF WORK: SEE PROPOSAL TASK ORDER IS FOR PROJECT(S)LISTED BELOW: PROJECT# FEE PROJECT NAME E15110 $3,000.00 Flato Road-48"Water Transmission Line $3,000.00 Grand Total SARAH WEST PM PRINT NAME: anv (idc SIGNATURE: D3LAI q DATE: Task Order No. 27 Testing Agreement Page 2 of 2 • rc *C' • GEOTECHNICAL ENGINEERING ;Ok ?*44, % • CONSTRUCTION MATERIALS ENGINEERING&TESTING 410 9Pt- • SOILS•ASPHALT•CONCRETE gro9� oGeke March 7, 2019 City of Corpus Christi Engineering Services Department 1201 Leopard Street, 3r1 Floor Corpus Christi, Texas 78401 Attention: Ms. Sarah West, P.E., CFM SUBJECT: PROPOSAL TO PERFORM A SUBSURFACE INVESTIGATION AND LABORATORY TESTING PROGRAM FOR THE PROPOSED 48-INCH WATER TRANSMISSION LINE INSTALLATION Flato Road from Agnes to Bates (BOND 2014)—Project Number E15110 Corpus Christi,Texas Bond 2014 RETL Proposal Number: P030119A(Revision 2) Dear Ms. West, Rock Engineering and Testing Laboratory, Inc. (RETL) (TBPE Firm No. 2101) is pleased to submit the following proposal to provide a subsurface investigation and laboratory testing program for the proposed dual box culvert crossing the existing 48-inch water transmission line to be constructed on Flato Road, located in Corpus Christi, Texas. Based on information provided to RETL,the project will include the installation of a dual 6-foot by 3-foot box culvert crossing the existing 48-inch water transmission line on Flato Road between Bates Road and Agnes Street. There will be two 6' x 3' foot box culverts crossing the existing 48" waterline with 5-inches of cover. Each box weights 2,000 lb/foot. Weight of water equals 6'x3'x62.4=1125 lb/ft/box; Total = 1,125/3,125 lb/ft/box. Based RETL's experience with soils in the area of the project, RETL will perform one boring to a termination depth of 30-feet adjacent to where the 48-inch water transmission line will be installed. (Total number of Borings: 1; Total linear feet of Drilling: 30 LF). The scope of work is outlined below. ROCK ENGINEERING& TESTING LABORATORY,INC. Corpus Christi San Antonio Round Rock Office:361.883.4555 Office:210.495.8000 Office:512.284.8022 Fax:361.883.4711 Fax:210.495.8015 Fax:512.284.7764 6817 Leopard St. 10856 Vandale 1 Roundville Ln. Exhibit A Corpus Christi,TX 78409 San Antonio,TX 78216 Round Rock,TX 78664 Page 1 of 4 www.rocktesting.com Page 2 of 4 PROPOSED 48-INCH WATER TRANSMISSION LINE INSTALLATION March 7,2019 Flato Road;Corpus Christi,Texas Attn:Ms. Sarah West,P.E.,CFM RETL Proposal No.:P030119A(Revision 2) Scope of the Proposed Subsurface Investigation • The client shall stake or mark the boring in the field prior to the field investigation. • The client or representative of the client shall obtain the required access requirements, including right of entry, and excavation permits, if applicable. • It is understood that the selected boring location will be within the right-of-way and not within the alignment of the existing roadway and will not require any traffic control. • The client shall perform due diligence to assure RETL that the boring location is accessible and clear of private utilities and obstructions, such as piping, fences, heavy brush, shrubs and trees. The boring will be relocated if necessary. • Coordination with the Texas 811 system will be performed by RETL to identify underground utilities in the proximity of the boring location. The boring will be relocated if necessary. • An experienced soil technician will log the boring in the field full-time during the drilling operations. • A truck mounted drilling rig will be utilized to access the boring location. • The boring will be sampled at 2.5-foot intervals to a depth of 15-feet, and in 5-foot intervals to the termination depth of the boring. • Disturbed soil samples will be obtained employing split-barrel sampling procedures in general accordance with the procedures for "Penetration Test and Split-Barrel Sampling of Soils, (ASTM D1586)." • Relatively undisturbed soil samples will be obtained using thin-wall tube sampling procedures in accordance with "Thin Walled Tube Sampling of Soils, (ASTM D1587)," if applicable. • Shear strength of cohesive soils will be estimated using a hand penetrometer, if applicable. • Standard penetration tests (SPT)will be recorded in granular soils. • The boring will be advanced to the depth specified above. • GPS coordinates, obtained in the field at the boring location, will be recorded using a Garmin handheld GPS model Etrex Venture using NAD 83 map datum. • Groundwater readings will be obtained during drilling and immediately upon completion of the drilling operations. • After completion of drilling operations,the open borehole will be backfilled with cuttings from the drilling operations. RETL will spread any remaining cuttings from the boring across the surface at the boring location. Scope of Laboratory Testing Program • Supplementary Visual Classification (ASTM D2487) • Water Content Tests (ASTM D2216) • Atterberg Limits Tests (ASTM D4318) • Unconfined Compression Tests (ASTM D2166) • Percent passing No. 200 (ASTM D1140) The preceding test methods may be performed on selected samples, depending on the actual subsurface conditions encountered. All phases of the laboratory testing program will be performed in general accordance with applicable ASTM Specifications. All laboratory test results will be provided in the report. ROCK ENGINEERING& TESTING LABORATORY,INC. Corpus Christi San Antonio Round Rock Office:361.883.4555 Office:210.495.8000 Office:512.284.8022 Fax:361.883.4711 Fax:210.495.8015 Fax:512.284.7764 6817 Leopard St. 10856 Vandale 1 Roundville Ln. Corpus Christi,TX 78409 San Antonio,TX 78216 Round Rock,TX 78664 Exhibit A Page 2 of 4 www.rocktesting.com Page 3 of 4 PROPOSED 48-INCH WATER TRANSMISSION LINE INSTALLATION March 7,2019 Flato Road;Corpus Christi,Texas Attn:Ms.Sarah West,P.E.,CFM RETL Proposal No.: P030119A(Revision 2) Projected Schedule After authorization, it is estimated that the drilling operations can begin within 5 to 10 business days and the final report will be submitted within three weeks of the completed fieldwork. 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 foundation recommendations. Fee 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. The total fee to perform the scope of work outlined above is $3,000.00. The Total Project Fee includes the field investigation, laboratory testing, and report preparation. The following items will be added to the final invoice as required: 1. Standby time: $275.00 per hour/per company 2. Additional HMAC cores; $300.00 per core. 3. Additional drilling required due to subsurface conditions; $95.00 per lineal foot. Please note that the total fee provided above will be honored for 90 days after the date of this proposal. After 90 days, RETL should be contacted to reevaluate the fees and revise the proposal as needed. Services provided for any revisions after the submittal of the final report, approved by the client in a change order,will be invoiced at a rate of$180.00 per hour. The total fee to perform the scope of work does not include site assistance in the event the boring location is inaccessible. Mechanical assistance required to access the boring location will be assessed based on the subcontractors' hourly fee plus mobilization fee. Services provided by RETL under this Agreement will be 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. ROCK ENGINEERING& TESTING LABORATORY,INC. Corpus Christi San Antonio Round Rock Office:361.883.4555 Office:210.495.8000 Office:512.284.8022 Fax:361.883.4711 Fax:210.495.8015 Fax:512.284.7764 6817 Leopard St. 10856 Vandale 1 Roundville Ln. Corpus Christi,TX 78409 San Antonio,TX 78216 Round Rock,TX 78664 Exhibit A www.rocktesting.com Page 3 of 4 • Page 4 of 4 PROPOSED 48-INCH WATER TRANSMISSION LINE INSTALLATION March 7,2019 Flato Road;Corpus Christi,Texas Attn:Ms.Sarah West,P.E.,CFM RETL Proposal No.:P030119A(Revision 2) 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 .R.Eichelberger,III,P.E. Senior Project Engineer Date For payment of services, invoice to: Firm: Attn: Address: Title: City: State: Zip Code: Phone: Fax: E-mail address: **Payment is due upon receipt of the invoice. Please remit to the above address and reference your invoice number on payment. ROCK ENGINEERING& TESTING LABORATORY, INC. Corpus Christi San Antonio Round Rock Office:361.883.4555 Office:210.495.8000 Office:512.284.8022 Fax:361.883.4711 Fax:210.495.8015 Fax:512.284.7764 6817 Leopard St. 10856 Vandale 1 Roundville Ln. Corpus Christi,TX 78409 San Antonio,TX 78216 Round Rock,TX 78664 Exhibit A www.rocktesting.com Page 4 of 4