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HomeMy WebLinkAbout94-200 Resolution No. 94-200 RESOLUTION AUTHORIZING EXECUTION OF AN AGREEMENT WITH TESTING SERVICE CORPORATION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ELGIN, ILLINOIS, that Richard B. Helwig, City Manager, and Dolonna Mecum, City Clerk, be and are hereby authorized and directed to execute an agreement on behalf of the City of Elgin with Testing Service Corporation for quality control material testing on infrastructure improvements, a copy of which is attached hereto and made a part hereof by reference. s/ George VanDeVoorde George VanDeVoorde, Mayor Presented: July 13, 1994 Adopted: July 13, 1994 Omnibus Vote: Yeas 5 Nays 0 Attest: s/ Dolonna Mecum Dolonna Mecum, City Clerk a - 111 ,,t °.fr Agenda Item No. • June 16, 1994 TO: Mayor and Members of the City Council FROM: Richard B. Helwig, City Manager SUBJECT: Testing Service Agreement with Testing Service Corporation (TSC) for various City projects . PURPOSE This memorandum will provide the Mayor and City Council with information to consider approving the subject agreement. BACKGROUND Since materials testing costs generally exceed $5,000 in any given year, we have obtained proposals for testing services . On March 30, 1994, the City sent out requests for proposals to six testing firms . Five proposals were received and reviewed by the Engineering Division's management staff. Each proposal was reviewed based on completeness of proposal, staffing, reputation, IDOT certification and the firms ability to provide the prescribed testing services . Based on the above process, the review committee selected TSC as the most qualified candidate. A copy of the Testing Service Agreement with TSC, along with the cost schedule, is attached for your consideration. The cost schedules from the other four testing firms are attached. The cost schedule submitted by TSC is competitive with the other cost schedules submitted. TSC has performed material testing in conjunction with various City projects as a sub-consultant. They also provide material testing within several of the developments within the City. The references checked indicate that TSC has performed satisfactory service for these different projects. Testing Service Agreement eft Testing Service Corp. (TSC) June 16, 1994 Page 2 FINANCIAL IMPACT The invoiced costs of the various testing procedures will be charged to the applicable construction project. Actual costs cannot be determined at this time and will vary depending on the nature and size of the project. LEGAL IMPACT None. RECOMMENDATION It is recommended that the City Council approve the attached Testing Service Agreement and authorize the City Manager and the City Clerk to execute the necessary documents. Respectfully submitted, eft. Richard B. Helwig City Manager DL/do AGREEMENT THIS AGREEMENT, made and entered into this f t day of T u L y/ /99V, by and between the CITY OF ELGIN, an Illinois municipal corporation (hereinafter referred to as ("CITY") and Testing Service Corporation (hereinafter referred to as ("ENGINEER"). WHEREAS, the CITY desires to engage the ENGINEER to furnish certain professional services in connection with various material testing for quality control on infrastructure improvements hereinafter referred to as the "PROJECT". AND WHEREAS, the ENGINEER represents that he is in compliance with Illinois Statues relating to professional registration of individuals and has the necessary expertise and experience to furnish such services upon the terms and conditions set forth herein below. NOW, THEREFORE, it is hereby agreed by and between the CITY and the ENGINEER that the CITY does hereby retain the ENGINEER to act for and represent it in all engineering matters involved in the PROJECT, subject to the following terms and conditions and stipulations, to-wit; SCOPE OF SERVICES A. All work hereunder shall be performed under the direction of the Director of Public Works of the CITY, herein after referred to as the "DIRECTOR". B. 1. Material and plant inspection of concrete pours associated with CITY contracts. Plant inspection shall include verification of the mix designs using current IDOT standards. Material inspection shall include on-site slump and air test along with the preparation and compression testing of cylinders to verify concrete strength. Compression tests should be performed a 7 and 14 days or as directed. Upon completion of testing, reports will be submitted within 7 days. 2. Material and plant inspection of bituminous asphalt mixes associated with CITY contracts. Plant inspection shall include verification of the mix designs using current IDOT standards. Material inspection shall include on-site density tests using a nuclear testing device to establish rolling patterns for the Contractor and pavement cores to determine achieved density. 3. Obtain and analyze pavement cores at depths down to 18 inches. These cores will be used to determine existing pavement structure. 4. Perform in-place density tests on e mbankments comprised of various fill materials. 5. For each of the above tests and/or inspections, provide detailed lab reports which document findings and any recommendations. 6. Provide Geotechnical Engineering Services as requested. Typical studies are expected to include up to 15 foot deep soil borings, laboratory testing and survey report with recommendations. 7. Except as stated to the contrary above reports will be submitted 14 days after field work is completed. II. WORK PRODUCTS All work products prepared by the ENGINEER pursuant hereto including, but not limited to, reports, designs, calculations, work drawings, studies, photographs, models and recommendations shall be the property of the CITY and shall be delivered to the CITY upon request of the DIRECTOR provided, however, that the ENGINEER may retain copies of such work products for its records. Such work products are not intended or represented to be suitable for reuse by the CITY on any extension to the PROJECT or on any other project, and such reuse shall be at the sole risk of the CITY without liability or legal exposure to the ENGINEER. III. PAYMENTS TO THE ENGINEER A. For Services ordered by and provided to the CITY, Engineer shall be reimbursed based on the actual units of work provided and the attached Schedule of Fees. B. For outside services provided by other firms or subconsultants, including project specific bonds and insurance (e.g. Waiver of Subrogation, Railroad Protective), the CITY shall pay the ENGINEER the invoiced fee to the ENGINEER, plus 5% C. The CITY shall make periodic payments to the ENGINEER based upon actual units of work provided within 30 days after receipt and approval of invoice. IV. INVOICES A. The ENGINEER shall submit invoices in a format approved by the CITY. B. The ENGINEER shall maintain records showing actual time devoted and cost incurred. The ENGINEER shall permit the authorized representative of the CITY to inspect and audit all data and records of the ENGINEER for work done under this Agreement. The ENGINEER shall make these records available at reasonable times during the Agreement period, and for a year after termination of this Agreement. V. TERMINATION OF AGREEMENT Notwithstanding any other provision hereof, the CITY may terminate this Agreement at any time upon fifteen (15) days prior written notice to the ENGINEER. In the event that this Agreement is so terminated, the ENGINEER shall be paid for services actually performed and reimbursable expenses actually incurred prior to termination. 2 VI. TERM This Agreement shall become effective as of the date the ENGINEER is given a written Notice to Proceed and, unless terminated for cause or pursuant to Article VI foregoing, shall expire on December 31, 1996. A determination of completion shall not constitute a waiver of any rights or claims which the CITY may have or thereafter acquire with respect to any breach hereof by the ENGINEER. VII. NOTICE OF CLAIM If the ENGINEER wishes to make a claim for additional compensation as a result of action taken by the CITY, the ENGINEER shall give written notice of his claim within 15 days after occurrence of such action. No claim for additional compensation shall be valid unless so made. Any changes in the ENGINEER's fee shall be valid only to the extent that such changes are included in writing signed by the CITY and the ENGINEER. Regardless of the decision of the DIRECTOR relative to a claim submitted by the ENGINEER, all work required under this Agreement as determined by the DIRECTOR shall proceed without interruption. VIII. BREACH OF CONTRACT If either party violates or breaches any term of this Agreement, such violation or breach shall be deemed to constitute a default, and the other party has the right to seek such administrative, contractual or legal remedies as may be suitable to the violation or breach; and, in addition, if either party, by reason of any default, fails within fifteen (15) days after notice thereof by the other party to comply with the conditions of the Agreement, the other party may terminate this Agreement. IX. INDEMNIFICATION The ENGINEER shall indemnify and save harmless the CITY, its officers and employees from and against any and all loss, liability and damages of whatever nature, including Workmen's Compensation claims, in any way resulting from or arising out of negligent actions or omissions of the ENGINEER in connection herewith, including negligent actions or omissions of employees or agents of the ENGINEER arising out of the performance of professional services. X. NO PERSONAL LIABILITY No official, director, officer, agent or employee of the CITY shall be charged personally or held contractually liable under any term or provision of this Agreement or because of their execution, approval or attempted execution of this Agreement. 3 Xl. INSURANCE A. Comprehensive Liability. The ENGINEER shall provide, pay for and maintain in effect, during the term of this Agreement, a policy of comprehensive general liability insurance with limits of at least $1,000,000 aggregate for bodily injury and $1,000,000 aggregate for property damage. The ENGINEER shall deliver to the DIRECTOR a Certificate of Insurance naming the CITY as additional insured. The policy shall not be modified or terminated without thirty (30) days prior written notice to the DIRECTOR. The Certificate of Insurance which shall include Contractual obligation assumed by the ENGINEER under Article IX entitled "Indemnification" shall be provided. B. Comprehensive Automobile Liability. Comprehensive Automobile Liability Insurance covering all owned, non-owned and hired motor vehicles with limits of not less than $500,000 per occurrence for damage to property. C. Combined Single Limit Policy. The requirements for insurance coverage for the general liability and auto exposures may be met with a combined single limit of $1,000,000 per occurrence subject to a $1,000,000 aggregate. D. Professional Liability. The ENGINEER shall carry Engineer's Professional Liability Insurance Covering claims resulting from error, omissions or negligent acts with a combined single limit of not less that $1,000,000 per occurrence. A Certificate of Insurance shall be submitted to the DIRECTOR as evidence of insurance protection. The policy shall not be modified or terminated without thirty (30) days prior written notice to the DIRECTOR. XII. CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,PROCEDURES AND SAFETY The ENGINEER shall not have control over or charge of and shall not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the construction, unless specifically identified in the Scope of Services. XIII. NONDISCRIMINATION In all hiring or employment made possible or resulting from this Agreement, there shall be no discrimination against any employee or applicant for employment because of sex, age, race, color, creed, national origin, marital status, or the presence of any sensory, mental or physical handicap, unless based upon a bona fide occupational qualification, and this requirement shall apply to, but not be limited to, the following: employment advertising, layoff or termination, rates of pay or other forms of compensation and selection for training, including apprenticeship. 4 No person shall be denied or subjected to discrimination in receipt of the benefit of any services or activities made possible by or resulting from this Agreement on the grounds of sex, race, color, creed, national origin, age except minimum age and retirement provision, marital status or the presence of any sensory, mental or physical handicap. Any violation of this provision shall be considered a violation of a material provision of this Agreement and shall be grounds for cancellation, termination or suspension, in whole or in part, of the Agreement by the CITY. XIV. ASSIGNMENT AND SUCCESSORS This Agreement and each and every portion thereof shall be binding upon the successors and the assigns of the parties hereto; provided, however, that no assignment shall be made without the prior written consent of the CITY. XV. DELEGATIONS AND SUBCONTRACTORS Any assignment, delegation or subcontracting shall be subject to all the terms, conditions and other provisions of this Agreement and the ENGINEER shall remain liable to the CITY with respect to each and every item condition and other provision hereof to the same extent that the ENGINEER would have been obligated if it had done the work itself and no assignment, delegation or subcontract had been made. XVI. NO CO-PARTNERSHIP OR AGENCY It is understood and agreed that nothing herein contained is intended or shall be construed to, in any respect, create or establish the relationship of co-partners between the CITY and the ENGINEER, or as constituting the ENGINEER as the general representative or general agent of the CITY for any purpose whatsoever. XVII. SEVERABILITY The parties intend and agreed that, if any paragraph, sub-paragraph, phrase, clause or other provision of this Agreement, or any portion thereof, shall be held to be void or otherwise unenforceable, all other portions of this Agreement shall remain in full force and effect. XVIII. HEADINGS The headings of the several paragraphs of this Agreement are inserted only as a matter of convenience and for reference and in no way are they intended to define, limit or describe the scope of intent of any provision of this Agreement, not shall they be construed to affect in any manner the terms and provisions hereof or the interpretation or construction thereof. 5 XIX. MODIFICATION OR AMENDMENT This Agreement and its attachments constitutes the entire Agreement of the parties on the subject matter hereof and amy not be changed, modified, discharged or extended except by written amendment duly executed by the parties. Each party agrees that no representations or warranties shall be binding upon the other party unless expressed in writing herein or in a duly executed amendment thereof, or change order as herein provided. XX. APPLICABLE LAW This Agreement shall be deemed to have been made in, and shall be construed in accordance with the laws of the State of Illinois. XXI. NEWS RELEASES The ENGINEER may not issue any news releases without prior approval from the DIRECTOR, nor will the ENGINEER make public proposals developed under this Agreement without prior written approval from the DIRECTOR prior to said documentation becoming matters of public record. XXII. COOPERATION WITH OTHER CONSULTANTS The ENGINEER shall cooperate with any other consultants in the CITY's employ or any work associated with the PROJECT. XXIII. INTERFERENCE WITH PUBLIC CONTRACTING: P. A. 85-1295 The ENGINEER certifies hereby that it is not barred from bidding on this contract as a result of violations of either Section 33E-3 or Section 33E-4 of the Illinois Criminal Code. XXIV. SEXUAL HARASSMENT As a condition of this contract, the ENGINEER shall have written sexual harassment policies that include, at a minimum, the following information; A. the illegality of sexual harassment; B. the definition of sexual harassment under state law; C. a description of sexual harassment, utilizing examples; D. the vendor's internal complaint process including penalties; E. the legal recourse, investigative and complaint process available through the Illinois Department of Human Rights, and the Illinois Human Rights Commission; 6 F. directions on how to contact the department and commission; G. protection against retaliation as provided by Section 6-101 of the Human Rights Act (copy attached). A copy of the policies must be provided to the Department of Human Rights upon request. P.A. 87-1257. XXV. WRITTEN COMMUNICATIONS All recommendations and other communications by the ENGINEER to the DIRECTOR and to other participants which may affect cost or time of completion, shall be made or confirmed in writing. The DIRECTOR may also require other recommendations and communications by the ENGINEER by made or confirmed in writing. XXVI. NOTICES All notices, reports and documents required under this Agreement shall be in writing and shall be mailed by First Class Mail, postage prepaid, addressed as follows; A. As to CITY: JAMES L. KRISTIANSEN Director of Public Works City of Elgin 150 Dexter Court Elgin, Illinois 60120-5555 B. As to ENGINEER: ALLEN L. DUBOSE President Testing Service Corporation 360 S. Main Place Carol Stream, Illinois 60188 7 • IN WITNESS WHEREOF, the undersigned have placed their hands and seals upon and executed this Agreement in triplicate as though each copy hereof was an original and that there are no other oral agreements that have not been reduced to writing in this statement. For the CITY: ATTEST: THE CITY OF ELGIN By By City Clerk City Manager 1 (SEAL) For the ENGINEER: Dated this /Ykday of A.D.,1994. ATTEST: TESTING SERVICE CORPORATION By , �'�f . �/°` (-40 ` c Assistant Secret y President (SEAL) 8 SCHEDULE OF CHARGES (Through March 31, 1996) ITEM I FIELD SERVICES A. IDOT Certified Asphalt/Concrete Technician Per Hour: $ 34.75 B. Construction Materials Engineering (CME) Per Hour: $ 34.00 Technical (Soils and Concrete Testing do not require IDOT Certification) C. Trip Charge (Labor & Light Vehicle) 1. IDOT Certified Asphalt/Concrete Technician Per Trip: $ 40.00 2. CME Technician Per Trip: $ 35.00 Increase hourly rate by 1.3 for over 8.0 hours per day, Saturday and/or Sunday work. Holiday work is 1.5 times standard rate. The minimum daily charge is two (2)hours plus the applicable trip charge. Engineering services for summary report preparation and mailing cost are included in the above technician rates. D. Use of Nuclear Moisture/Density Gauge Per Day: $ 35.00 E. Pickup Concrete Test Samples Per Trip: $ 35.00 ITEM II CORING SERVICES A. Mobilization of Coring Van Each: $ 100.00 B. Two person Coring Crew Per Hour: $ 77.50 C. Diamond Bit Wear - 4" 1. Unreinforced Concrete Per Inch: $ 3.40 2. Asphalt Per Inch: $ 2.40 ITEM Ill SOIL BORING SERVICES A. Two-Person Lay-out crew Per Hour: $ 85.00 B. Arrange for Underground Utility Clearance Per Hour: $ 42.90 C. Mobilization of Drill Rig and Crew 1. Drill mounted on Truck Each: $ 225.00 2. Drill mounted on All-Terrain Vehicle Each: $ 285.00 D. Advance Bore Holes by Solid or Hollowstem Auger Methods 1. 0-20 depth Per Foot: $ 6.50 2. Surcharge for use of All-Terrain Vehicle Per Foot: $ 1.65 9 E. Take Soil Samples 1. Split-Spoon Method (ASTM D 1586-84) Per Sample: $ 8.50 2. By Thin-Walled Tube Method Each: $ 11.00 (ASTM D 1987-83) Per Tube ITEM IV LABORATORY SERVICES A. Soils 1. Compaction Curve to establish the maximum dry unit weight and optimum water content. a. Modified (AASHTO T180, ASTM D1557) Each: $ 130.00 b. Standard (AASHTO T99, ASTM D698) Each: $ 110.00 c. Add for Methods B, C or D Each: $ 15.00 2. Thin-Walled Tube Samples a.Water Content & Dry Unit Weight Determination Each: $ 10.50 b. Unconfined Compressive Strength Each: $ 11.00 3. Examine/Classify by Textural and Unified Soil Classification Systems Per Sample Each: $ 2.50 4. Water content for organic and cohesive samples Per Sample Each: $ 4.50 OP- Pocket penetrometer Test included 5. QU - Unconfined Compressive Strength or Cohesive Soils Per Sample Each: $ 11.00 6. Dry Unit Weight Determinations Per Sample Each: $ 5.00 7. Illinois Bearing Ratio (IBR) of Laboratory Compacted Soils (including compact ion curve, particle size analysis of soil (and Atterberg Limits) Per Sample Each: $ 350.00 B. Portland Cement Concrete/Aggregates 1. Concrete Cylinders a. Compressive Strength Each: $ 8.25 b. Spares/Handling Charge Each: $ 8.25 c. Trim End of Specimen When Necessary Each: $ 15.00 2. Concrete Cores a. Compressive Strength - with length measurement Each: $ 30.00 b. Density Measurement Each: $ 7.50 3. Sieve Analysis, Unwashed Each: $ 37.50 10 C. Bituminous Concrete 1. Extraction Analysis Each: $ 90.00 2. Marshall Determinations 3 Specimens per Mix: $ 125.00 (Stability & Flow) 3. Density of Core Specimen Each: $ 15.00 Note: When possible, the extraction analysis work will be performed at the batch plant as part of the Technician's regular duties. ITEM V CONSULTATION AND REPORT PREPARATION A. Dr. Lawrence A. DuBose, P.E., S.E. Per Hour: $ 115.00 B. Mr. Thomas J. Morris, P.E. Per Hour: $ 82.50 C. Mr. Mike Machalinski, P.E. Per Hour: $ 90.00 D. Mr. Scott B. Stueland, P.E. Per Hour: $ 75.00 E. Mr. Mark Corbin, P.E. Per Hour: $ 70.00 F. Mr. Jack D. Kinsman, P.E. Per Hour: $ 75.00 G. Mr. John Moky Per Hour: $ 55.00 H. Registered Professional Engineer Per Hour: $ 65.00 I. Graduate Civil Engineer Per Hour: $ 60.00 J. Draftsperson Per Hour: $ 40.00 K. Secretary Per Hour: $ 29.50 L. Transportation 1. Light Vehicle Per Mile: $ 0.40 2. Public Transportation Cost + 10% 11 • SCHEDULE OF CHARGES (Through March 31, 1997) ITEM I FIELD SERVICES A. IDOT Certified Asphalt/Concrete Technician Per Hour: $ 35.75 B. Construction Materials Engineering (CME) Per Hour: $ 35.00 Technical (Soils and Concrete Testing do not require IDOT Certification) C. Trip Charge (Labor & Light Vehicle) 1. IDOT Certified Asphalt/Concrete Technician Per Trip: $ 42.50 2. CME Technician Per Trip: $ 37.50 Increase hourly rate by 1.3 for over 8.0 hours per day, Saturday and/or Sunday work. Holiday work is 1.5 times standard rate. The minimum daily charge is two (2)hours plus the applicable trip charge. Engineering services for summary report preparation and mailing cost are included in the above technician rates. D. Use of Nuclear Moisture/Density Gauge Per Day: $ 35.00 E. Pickup Concrete Test Samples Per Trip: $ 36.50 ITEM II CORING SERVICES A. Mobilization of Coring Van Each: $ 100.00 B. Two person Coring Crew Per Hour: $ 80.00 C. Diamond Bit Wear - 4" 1. Unreinforced Concrete Per Inch: $ 3.55 2. Asphalt Per Inch: $ 2.50 ITEM III SOIL BORING SERVICES A. Two-Person Lay-out crew Per Hour: $ 90.00 B. Arrange for Underground Utility Clearance Per Hour: $ 47.50 C. Mobilization of Drill Rig and Crew 1. Drill mounted on Truck Each: $ 235.00 2. Drill mounted on All-Terrain Vehicle Each: $ 295.00 D. Advance Bore Holes by Solid or Hollowstem Auger Methods 1. 0-20 depth Per Foot: $ 6.70 2. Surcharge for use of All-Terrain Vehicle Per Foot: $ 1.75 12 E. Take Soil Samples 1. Split-Spoon Method (ASTM D 1586-84) Per Sample: $ 8.75 2. By Thin-Walled Tube Method Each: $ 20.00 (ASTM D 1987-83) Per Tube ITEM IV LABORATORY SERVICES A. Soils 1. Compaction Curve to establish the maximum dry unit weight and optimum water content. a. Modified (AASHTO T180, ASTM D1557) Each: $ 132.50 b. Standard (AASHTO T99, ASTM D698) Each: $ 112.50 c. Add for Methods B, C or D Each: $ 15.00 2. Thin-Walled Tube Samples a.Water Content & Dry Unit Weight Determination Each: $ 10.50 b. Unconfined Compressive Strength Each: $ 11.00 3. Examine/Classify by Textural and Unified Soil Classification Systems Per Sample Each: $ 2.50 4. Water content for organic and cohesive samples Per Sample Each: $ 4.50 ©P- Pocket penetrometer Test included 5. QU - Unconfined Compressive Strength or Cohesive Soils Per Sample Each: $ 11.00 6. Dry Unit Weight Determinations Per Sample Each: $ 5.00 7. Illinois Bearing Ratio (IBR) of Laboratory Compacted Soils (including compact ion curve, particle size analysis of soil and Atterberg Limits) Per Sample Each: $ 375.00 B. Portland Cement Concrete/Aggregates 1. Concrete Cylinders a. Compressive Strength Each: $ 8.50 b. Spares/Handling Charge Each: $ 8.50 c. Trim End of Specimen When Necessary Each: $ 15.00 2. Concrete Cores a. Compressive Strength-with length measurement Each: $ 30.00 b. Density Measurement Each: $ 7.50 3. Sieve Analysis, Unwashed Each: $ 37.50 13 C. Bituminous Concrete 1. Extraction Analysis* Each: $ 90.00 2. Marshall Determinations 3 Specimens per Mix: $ 125.00 (Stability & Flow) 3. Density of Core Specimen Each: $ 15.00 *Note: When possible, the extraction analysis work will be performed at the batch plant as part of the Technician's regular duties. The chemicals and/or procedures used for item C.1. The fee for item C.1. is subject to renegotiation when the new procedure is announced. ITEM V CONSULTATION AND REPORT PREPARATION A. Dr. Lawrence A. DuBose, P.E., S.E. Per Hour: $ 115.00 B. Mr. Thomas J. Morris, P.E. Per Hour: $ 85.00 C. Mr. Mike Machalinski, P.E. Per Hour: $ 90.00 D. Mr. Scott B. Stueland, P.E. Per Hour: $ 80.00 E. Mr. Mark Corbin, P.E. Per Hour: $ 75.00 F. Mr. Jack D. Kinsman, P.E. Per Hour: $ 75.00 G. Mr. John Moky Per Hour: $ 55.00 H. Registered Professional Engineer Per Hour: $ 65.00 I. Graduate Civil Engineer Per Hour: $ 60.00 J. Draftsperson Per Hour: $ 38.75 K. Secretary Per Hour: $ 28.50 L. Transportation 1. Light Vehicle Per Mile: $ 0.40 2. Public Transportation Cost + 10% 14 SEECO CONSULTANTS INC. GENERAL INSPECTION FEE SCHEDULE 1994 CITY OF ELGIN TESTING AND INSPECTION, t ELGIN, IL Field Testing Services: Engineering Technician Services for: 1) . Slump and Air Content and Temperatures of Fresh Concrete 2) Molding of Concrete Cylinders 3) Field Density Compaction Control 4) Compaction Testing Asphalt Pavement . Regular Time $ 27.00/Hour Overtime $ 36.45/Hour Senior Engineering Technician for: 1) Shallow Spread Footing and Subgrade Inspection 2) Plant Proportioning - PCC or Bituminous Concrete 3) Structural Steel: Torque Testing, Visual and Welder Qualifications Regular Time $ 30.00/Hour Overtime $ 48.50/Hour Transportation Charge $ 0.30/Mile Minimum of four (4) hours per day for Technician's Time Equipment Charge - Per Hour 1) Nuclear Density Gauge $ 3.00/Hour 2) Torque Wrench $ 8.00/Hour 3) Windsor Probe - (Probe Charge $25.00/Set of 3) $ 60.00/Day 4) Magnetic Particle or Ultrasonic (Performed by Sr.Engineering Tech) $ 9.00/Hour 5) Cone Penetrometer - $ 50.00/Day A minimum of four (4) hours notice is required for scheduling and/or cancellation of field inspection services. Professional Engineering Services: (Engineering Services for test evaluation report preparation, contract administration, jobsite meetings, laboratory and field supervision and consultation) Senior Soils or Materials Technician $ 30.00/Hour Soils or Materials Technician $ 27.00/Hour Secretarial Services $ 26.00/Hour Principal Engineer (Collin W. Gray If Requested) $105 00/Hour Director of Field Services (If Requested) $ 75.00/Hour rft Project Geotechnical or Materials Engineer $ 55.00/Hour Senior Geotechnical Engineer $ 75.00/Hour Field Geotechnical Engineer $ 40.00/Hour • Laboratory Testing Services: Compression Cylinder Tests $ 7.00/Each Mortar Cube Test (2" X 2") $ 15.00/Each Pickup of Test Cylinder and Transportation to our Laboratory $ 26.00/Hour Transportation Charge $ 0.30/Mile Moisture Density Relationship of Soils (Standard) ASTM D 698 Method A $105.00/Each Method B, C, & D $115.00/Each (Modified) ASTM D1557 Method A $120.00/Each Method B, C, & D $130.00/Each Relative Density of Cohesionless Soils (ASTM D2049) $165.00/Each Sample Preparation for Cohesive Soils $ 30.00/Each Sieve Analysis (Unwashed) $ 45.00/Each Sieve Analysis (Washed) $ 55.00/Each Percent Passing #200 Sieve $ 20.00/Each Preparation of Concrete Trial Mix Design (ASTM C 29 and C 192) Six Cylinders. $300.00/Set Preparation of Concrete Mix Design (ACI-211/613) $ 90.00/Each Laboratory testing of aggregate for concrete mix design including gradation, fineness modulus, absorption, specific gravity and unit weight per aggregate $100.00/Each Concrete Core Tests (Includes Sample Preparation-Excluding Coring Crew) $ 50.00/Each 2-Man Drill Crew with portable Coring Machine (Portal-to-Portal) $ 90.00/Hour Diamond Bit Charge (4" Size Core) $ 3.00/Inch (10" Size Core) $ 5.00/Inch Asphalt Extraction and Gradation Test (ASTM D2172) $ 85.00/Each Laboratory Density Test of Compacted Bituminous Concrete (ASTM D1188) $ 30.00/Test Bitumen Content Only $ 40.00/Test Asphaltic Concrete Mix Design $450.00/Test Marshall Stability Test (Set of 3 briquets) • $250.00/Test NOTE: Pickup of materials for testing will be done at the hourly rate of $26.00 with a eftmileage charge of $0.30/mile, with all charges being portal-to-portal to -our laboratory. 24-hour notice is required for scheduling of field services. No charge will be billed for cancellatons made two (2) hours before the scheduled time of inspection. Cancellations made after this time will be billed at three (3) hours of the unit rate to be billed for the inspection. All field services are charged portal-to-portal. Invoices will be submitted once a month for services performed during the prior month. Payment will be net 30 days unless otherwise noted on proposal. Interest will be added to the delinquent accounts at the rate of 2% for each month of delinquency. The above unit prices are applicable for six months from the date of this proposal and are subject to change without notice thereafter. The prices listed above include up to 3 copies of the report distributed and mailed in accordance with your instructions. Additional copies will be billed at a rate of $0.25 per sheet. The normal work day is from 7:00 A.M. to 3:30 P.M. Overtime rates will be applicable for the services performed outside of these hours and on Saturday, Sunday and Holidays. Fees for other services are available upon request. A Per Diem charge of $45.00 Per Day/Per Man will be charged if the project necessitates personnel to live out-of-town during the duration of part of the project time. Weekly or monthly rates may be quoted upon request • • • r SEECO CONSULTANTS INC. SUBSURFACE EXPLORATION PROJECTS 1994 CITY OF ELGIN TESTING & INSPECTION, ELGIN, IL DRILLING Mobilization and moving of equipment and personnel on and off site: Out-of-Town (Both Ways to Job) Per Mile Per Vehicle $ 3.50 Pickup Truck Mobilization (Out-of-Town Jobs) Both Ways to Job Per Mile Per Vehicle $ 0.50 * Living Expenses for Crew Per Day Per Man $ 65.00 Minimum Charge - Local Jobs within 40 Miles of Office Rotary Rig** $ 300.00 Auger Rig** $ 200.00 All Terrain Rig** $ 350.00 Charge for soft ground or swamp site where an all-terrain drill rig is required for access Per Day $ 275.00 *If site is more than 40 miles from our office and will require temporary residence of drill crew members. **Land Boring Drill Rig Mobilization PRELIMINARY ENGINEERING RECONNAISSANCE Layout Location and Elevations of Boreholes (Including Reference to a Permanent Benchmark) ; check of underground utilities, obtaining special permits and right-of-entry permits: One-Man Crew Per Hour $ 40.00 Two-Man Crew Per Hour $ 75.00 Soils Engineer or Geologist to Supervise Boring and Sampling Operations and Monitoring Well Installations Per Hour $ 65.00 Mileage Charge (Portal-to-Portal) Per Mile $ 0.45 Minimum Layout Charge $ 150.00 HNu Meter Rental Per Day $ 200.00 Pressure Washer Steam Cleaner Per Day $ 125.00 eft SOIL SAMPLING Using either Split Barrel Sampler (ASTM D1586) or 2" Shelby Tube, (ASTM D1587) Sample at 5 foot sample interval: Unit Charges Depth Range Easy Drilling * Hard Drilling ** 0' - 30' $13.00/L.F. $16.00/L.F. 30' - 60' $15.00/L.F. $19.00/L.F. 60' - 100' $18.00/L.F. $22.00/L.F. 100' - 160' $21.00/L.F. $25.00/L.F. • *Less than 50 blows per foot or 4.5 TSF (Qu) for a Shelby Tube Sample or Penetrometer Reading on Split Spoon Sample. **50 Blows or more per foot or 4.5 TSF (Qu) or More on Shelby Tube Sample or Penetrometer Reading on Split Spoon Sample. Angle Hole Overburden Drilling Quoted on Request. CHARGE FOR SAMPLES Depth Piston Sample Shelby Tube Sample Shelby Tube Sample Range 3" 2" 3" 0' - 30' $ 56.00 $ 30.00 $ 42.00 30' - 60' $ 61.00 $ 40.00 $ 53.00 60' - 100' $ 69.00 $ 50.00 $ 62.00 100' - 160' $ 78.00 $ 70.00 $ 72.00 5" Shelby Tube by 30 inches = $125.00/Each 5" Shelby Tube by 36 inches = $150.00/Each Charge for use of steel casing, Hollow Stem Flight Auger or Drilling Mud, where required. Depth Drilling Hollow Stem Auger Casing NW Range Mud 6-3/4" O.D. 4" Casing 0' - 30' $ 3.00 $ 4.00 $ 4.00 $ 3.00 30' - 60' $ 3.50 $ 5.00 $ 5.00 $ 3.50 60' - 100' $ 4.00 $ 6.00 $ 6.00 $ 4.00 100' - 160' $ 4.50 $ 8.00 $ 7.50 $ 4.50 Drilling and sampling in strata containing boulders, cobbles, slag, building rubble, broken concrete, broken rock or-where standard penetration resistance exceeds 100 blows/6 inches: Depth Range Unit Charges • 0' - 30' $ 27.00/L.F. 30' - 60' $ 31.00/L.F. 60' - 100' $ 37.00/L.F. rft 100' - 160' $ 45.00/L.F. • Rock Coring with NW bit in sedimentary formations $/25.00 Set-Up Per Hole Plus Maximum of 20 Feet into Sound Rock $ 35.00 Per L.F. Rock Drilling (No Sampling) (Roller Rock Bit) $ 20. 00 Per L.F. Depth in excess of 20 Feet into Bedrock, other core diameters, other rock formations and angle hole coring - Rates Upon Request. In abrasive formation such as Granite, Quartzite or Chert, an additional charge equal to 1.20 times bit replacement cost will be made. Any drilling and sampling at depths and intervals not noted on this Fee Schedule will be quoted on request. Drilling without sampling (casing or hollow stem augers, if required; additional) - 4 Inch Diameter Flight Auger: Depth Range Unit Charges 0' - 30' $ 8.75 Per L.F. 30' - 60' $10.00 Per L.F. Greater than 60' $11.50 Per L.F. Special equipment required to complete the investigation such as bulldozer, backhoe, end loader, etc At Cost + 20% Special Permits At Cost + 20% " Well Point installation in drilled borehole (2" Diameter pipe - PVC with 5 foot PVC Screen: $100.00 plus $10.00 per foot of well point pipe installed. Top Steel Protective Cover for Monitoring Well (4" x 5' long) . .$135.00/Each (6" x 5' long) . .$175.00/Each (8" x 5' long) . .$210.00/Each Grouting boreholes (Minimum $45.00 per hole) $ 3.50 Per Ft. Overtime if required by Client = 1.50 x Regular Rates (Hourly or Footage) STANDARD CLASSIFICATION TESTING WITH DRILLING Visual Classification (Unified System) Per Sample $ 3.00 Unconfined Compression Test Per Test $ 15.00 Hand Penetrometer Test Per Test $ 3.00 Density Determination Per Test $ 10.00 Water Content Test Per Test $ 3.00 • • ENGINEERING ANALYSIS, EVALUATION AND REPORT PREPARATION Charges for engineering and technical personnel will be made for time spent in the field, in consultation with client and subordinates, in preparation of reports 00., in travel to and from the project jobsite (Portal-to-Portal) : Collin W. Gray, Chief Engineer Per Hour $105.00 Principal Engineer Per Hour $105.00 Senior Project Engineer or Structural Engineer Per Hour $ 85.00 Project Geotechnical Engineer Per Hour $ 65.00 Project Environmental Engineer .Per Hour $ 65.00 Project Materials Engineer Per Hour $ 55.00 Staff Geotechnical Engineer Per Hour $ 50.00 Staff Structural Engineer Per Hour $ 65.00 Director of Field Services Per Hour $ 75.00 Staff Environmental Geologist Per Hour $ 60.00 Environmental Technician or Environmental Field Engineer. . .Per Hour $ 50.00 - Field Geotechnical Engineer Per Hour $ 40.00 Senior Soil or Materials Technician (Half-Day Minimum) Per Hour $ 30.00 Soil or Materials Technician Per Hour $ 27.00 *Draftsman Per Hour $ 32.00 *Secretary Per Hour $ 26.00 *Overtime, Holiday, Saturday or Sunday - Standard Rate x 1.35 A minimum of four (4) hours notice is required for scheduling and/or cancellation of field inspections quality control services. Minimum Field Engineer or Technician and other personnel charge of four (4) hours per day. r • • r • LABORATORY SOIL TESTS Item 1 Visual Engineering Classification (Unified System) Per Sample $ 3.00 Item 2 Atterberg Limit Determination (LL, PL) (ASTM D 423 and D 424) Per Test $ 42.00 Item 3 Hydrometer Analysis (Without Sieve Analysis) (ASTM D 422) Per Test $ 55.00 Item 4 Combined Analysis (Hydrometer & Sieve) (ASTM D 422) Per Test $ 80.00. Item 5 Sieve Analysis (Unwashed) Per Test $ 45.00 Item 6 Sieve Analysis (Washed) Per Test $ 55.00 Item 7 Additional Sieves over 7 Each $ 5.00 Item 8 Specific Gravity Determination (ASTM D 854) Per Test $ 40.00 Item 9 Shrinkage Limit Determination Per Test $ 50.00 Item 10 Water Content Determination Per Test $ 3.00 Item 11 Laboratory Density Determination Per Test $ 10.00 rm. Item 12 Unconfined Compression Test (ASTM D2166) Per Test S 12.00 Item 13 Stress - Strain Curve for Items 12 & 14 Per Test $ 27.00 Item 14 Unconfined Compression Test (Remolded) Per Test $ 15.00 Item 15 pH Determination of Soil Per Test $ 25.00 Item 16 Rimac (Unconfined Compression Test) Per Test $ 9.00 Item 17 Hand Penetrometer-Unconfined Compression Test Per Test $ 3.00 Item 18 Triaxial Compression Tests (Sample Diameter & Type of Test - 1.4" x 2.8") *Includes sample saturation UU CU*** CD*** Test Test Test Sample Preparation** - $ 35.00 $ 35.00 $ 35.00 Testing & Data Submitted 130.00 260.00 265.00 Total Per Mohr's Circle $165.00* $295.00 $300.00 Triaxial Compression Tests (Sample Diameter & Type of Test - 2.8" x 5.6") UU CU*** CD*** Test Test Test Sample Preparation** $ 50.00 $ 50.00 $ 50.00 Testing & Data Submitted 150.00 300.00. 275.00 Total Per Mohr's Circle $200.00* $350.00 $325.00 6" and 12" Diameter Samples UU = Unconsolidated Undrained Test CU = Consolidated Undrained Test and includes Pore Pressure Measurements CD = Consolidated Drained Test and includes Volume Change Measurements **Different Sample Preparation up to 50% Surcharge. ***For samples required to remain in triaxial cell for over three days due to excessive consolidation time or slow rate of loading add $ 30.00 per day. Item 19 Additional Charge for Remolding each Sample, if applicable - 1.4" Diameter Sample Per Sample $ 35.00 Item 20 Additional Charge for Remolding each Sample, if applicable - 2.8" Diameter Sample Per Sample $ 50.00 Item 21 Direct Shear Sample Preparation Per Sample $ 35.00 Item 22 Direct Shear Test (Per Each Normal Load) Per Sample $240.00 Item 23 Consolidation Test, to 128 TSF on 2-1/2" Diameter Specimen Pressure - Void Ratio Curve Per Test $350.00 Item 24 Each Additional Unload - Reload Cycle Per Cycle $ 80.00 flow • Item 25 Swell Test (One Moisture-Density Condition) $125.00 Item 26 Time Rate of Settlement Curves - Per Load Increment $ 20.00 Item 27 Sample Preparation for Trimming 5" Diameter Additional Specimens for 2.5" Test Size Per Test $ 40.00 Item 28 ASTM D 698 Compaction Test-Method A 4" Mold (Standard Proctor) Per Test $105.00 Item 29 ASTM D 698 Compaction Test-Methods B, C & D 6" Mold (Standard Proctor) Per Test $115.00 Item 30 ASTM D1557 Method A - 4" Mold Compaction Test (Modified Proctor) Per Test $120.00 Item 31 ASTM D1557 Methods B, C & D - 6" Mold Compaction Test (Modified Proctor) Per Test $130.00 Item 32 Laboratory CBR or IBR Determination (without Compaction Test) Per Test $225.00 Item 33 Harvard Miniature Compaction Test Per Test $ 75.00 Item 34 Permeability 'Sample Preparation Per Sample $ 35.00 Item 35 Constant Head Permeability Test Per Test $170.00 Item 36 Falling Head Permeability Test (6" Mold) Per Test S170.00 Item 37 Organic Content Determination (L.O.I. ) Per Test $ 30.00 Item 38 Relative Density (ASTM D4283 & D4284) Per Test $165.00 Item 39 Special Tests - A. Engineer Per Hour $ 55.00 B. Laboratory Technician Per Hour $ 36.00 Item 40 Extrusion and Preservation of Undisturbed Piston or Shelby Tube Samples for Testing Per 2" Tube $ 15.00 Per 3" Tube $ 25.00 per 5" Tube S 50.00 SEECO Consultants Inc. General Conditions Scope of Work SEECO Consultants Inc. (hereinafter called SEECO) shall perform the services defined in this contract and shall invoice the Client for those services at the standard rate shown on the attached fee schedules. The estimate of cost to the Client as stated in this contract shall not be considered as a firm figure, but only an estimate unless otherwise specifically stated in this contract. SEECO will provide additional services under this contract as re- quested by the Client and invoice the Client for those additional services at the standard rates. Soil Boring Locations It is understood that the Client will furnish SEECO with a diagram indicating both the location of the site and the borings on that site. SEECO reserves the right to deviate a reasonable distance from the boring location specified unless this right is specifically revoked by the Client in writing at the time the location diagram is sup- plied. SEECO reserves the right to terminate this contract if conditions preventing the drilling at the specified locations are encountered which were not made known to SEECO prior to the date of this contract. Access to Sites Unless otherwise agreed, the Client will furnish SEECO with right-of-access to the site in order to conduct the planned investigation or inspection. SEECO will take responsible precautions to minimize damage to the site due to its operations, but has not included in the fee the cost of restoration of any damage resulting from the operations. If the Client desires, SEECO will restore any damage to the site and add the cost of restoration to the fee. Samples All samples of soil and rock will be discarded 60 days after submission of the report unless the Client advises SEECO in writing to the contrary. Reports SEECO will furnish three copies of each report to the Client. Subcontracts SEECO reserves the right to subcontract drilling and related support services to SEECO Environmental Services Inc. Invoices Invoices will be submitted once a month for services performed during the prior month. Payment will be due within 10 days of receipt of invoice unless otherwise stated in contract. Interest will be added to delinquent ac- counts at the rate of two percent per month for each month of delinquency. The billing rates as described in the contract may be increased on the anniversary of the effective date of this contract at an annual rate not to ex- ceed 10%.Any and all costs incurred in collecting delinquent invoices, including but not timited to legal fees, fil- ing fees and costs, court costs, etc. will be added to the amount due. Liability SEECO is protected by Workman's Compensation Insurance(and/or employer's liability insurance)and by public liability insurance for bodily injury (limit $1,000,000) and property damage (limit $1,000,000) and will furnish cer- tificates of insurance upon request.Within the limits of the insurance,SEECO agrees to save the Client harmless from loss, damage, injury or liability arising directly from the negligent acts or omissions of SEECO and its. employees. If the Client's contract places greater responsibility upon SEECO or requires increased insurance coverage, SEECO will, if specifically directed by the Client, take out additional insurance, if obtainable, at the Client's expense, but will not be responsible for property damage from any cause, including fire and/or explosion • beyond the limits of the insurance coverage. Limitation of Liability The Client recognizes the inherent risks connected with construction. In performing their professional services, SEECO will use that degree of care and skill ordinarily exercised, under similar circumstances, by reputable members of their profession practicing in the same or similar locality. No other warranty, express or implied, is made or intended by the proposal for consulting services or by furnishing oral or written reports of the findings made. It is agreed that the Client will limit any and all liability,claim for damages,cost of defense, or expenses to be levied against SEECO on account of any design defect, error, omission, or professional negligence to a sum not to exceed $1,000.00. Further, the Client agrees to notify any contractor or subcontractor who may perform work in connection with any design, report or stLdy prepared by SEECO of such limitation of liability for design defects, omissions, or professional negligence, and require as a condition precedent to their performing the vvork a like limitation of liability on their part as against SEECO. In the event the Client fails to obtain a like limita- tion of liability provision as to design defects, errors, omissions, or professional negligence, any liability of the Client and SEECO in such a manner that the aggregate liability for SEECO for such design defect to all parties, including the Client shall not exceed $1,000.00. SOIL AND MATERIAL CONSULTANTS. INC. SCHEDULE OF FEES BITUMINOUS CONCRETE Plant Inspection Daily Inspection $ 30.00/hour 150.00/day min. Field Inspection Technician with Nuclear Guage $ 35. 00/hour 100. 00/day min. Laboratory Testing Extraction Analysis $ 40. 00 each Unit Weight - cores $ 6. 00 each Marshall Stability $ 120. 00/set of 3 (includes unit weight, stability and flow) Engineering Engineer $ 60.00/hour Effective 1-2-94 Hourly Charges Are .Portal To Portal Saturdays: Hourly Rate x 1.5 Sundays: Hourly Rate x 2. 0 Apik SOIL AND MATERIAL CONSULTANTS, INC. SCHEDULE OF FEES CORING OF CONSTRUCTION MATERIAL Field Layout, Utility Location, Flagman $ 30.00/hour Core Rig, Crew $ 65. 00/hour 125. 00/day min. Bit Wear $ 1. 00/inch Laboratory Testing Moisture Content $ 3 . 00 each Unit Weight $ 6.00 each Extraction Analysis $ 40. 00 each - bituminous concrete Engineering Engineer $ 60.00/hour Report $ 100. 00 min. Effective 1-2-94 Hourly Charges Are Portal To Portal Saturdays: Hourly Rate x 1. 5 Sundays: Hourly Rate x 2 . 0 SOIL AND MATERIAL CONSULTANTS, INC. SCHEDULE OF FEES GEOTECHNICAL INVESTIGATION Field Layout, Utility Location, Flagman $ 30. 00/hour Mobilization $ 125. 00 min. Drilling 0'-25' , <60 blows/ft. , <4 tsf $ 5.00/foot Hand Augering $ 70. 00/hour Split Spoon Sampling $ 8. 00 each Laboratory Testing Soil Moisture Content $ 3. 00 each Unit Weight $ 3.00 each Unconfined Compressive Strength $ 6.00 each Standard Proctor $ 95. 00 each Modified Proctor $ 100. 00 each Engineering Engineer $ 60. 00/hour Compilation, Evaluation, Conferences Report $ 125. 00 min. • ffective 1-2-94 Hourly Charges Are Portal To Portal Saturdays: Hourly Rate x 1.5 Sundays: Hourly Rate x 2 . 0 SOIL AND MATERIAL CONSULTANTS. INC. SCHEDULE OF FEES mk PORTLAND CEMENT CONCRETE Plant Inspection Daily Inspection $ 30.00/hour 150.00/day min. Field Inspection Technician $ 30.00/hour - includes slump, air & cylinders 100. 00/day min. Cylinder Pick-up $ 30.00/hour Laboratory Testing Concrete Cylinders - Tested $ 8 .00 each - Held $ 5. 00 each r Effective 1-2-94 Hourly Charges Are Portal To Portal Saturdays: Hourly Rate x 1.5 Sundays: Hourly Rate x 2. 0 SOIL AND MATERIAL CONSULTANTS, INC. SCHEDULE OF FEES 'ow SOIL INSPECTION AND TESTING Field Inspection Technician $ 30. 00/hour 100. 00/day min. • Technician with Nuclear Guage $ 35. 00/hour 100. 00/day min. Laboratory Testing Standard Proctor $ 95. 00 each Modified Proctor $ 100. 00 each Engineering Geologist $ 40. 00/hour Engineer $ 60.00/hour Report $ 100. 00 min. • rh Effective 1-2-94 Hourly Charges Are Portal To Portal Saturdays: Hourly Rate x 1.5 Sundays: Hourly Rate x 2.0 City of Elgin April 7, 1994 Page three of six SCHEDULE OF SERVICES AND FEES ITEM UNIT RATE CONCRETE INSPECTION Plant Inspection by IDOT PCC certified personnel, Per Hour $ 25.50 Field Inspection - includes slump, air tests, making of test cylinders, Per Hour $ 25.50 Compressive Strength Test of Concrete cylinders, Each $ 6.50 BITUMINOUS ASPHALT INSPECTION Plant Inspection by IDOT BCC certified personnel, Per Hour $ 29.00 Field Inspection by certified nuclear density gauge operator, Per Hour $ 25.50 f Asphalt Extraction Test, Each $ 58.00 PAVEMENT CORES Obtaining and analyzing pavement cores at depths down to 18 inches. Cost per core (18" maximum) $ 68.00 (minimum charge per day for coring = $190.00) DENSITY TESTS ON EMBANKMENT PROJECTS Engineering Technician, Per Hour $ 25.50 ENGINEERING ANALYSIS Consultation, Job Meeting, Report Review and Analysis, Per Hour $ 48.00 SOIL BORINGS Obtaining soil samples to depths of 15 feet, Costs per foot $ 7.50 (minimum charge for drilling per day = $650.00) Moisture Content, Each $ 3.00 Atterberg Limits, Each $ 34.00 Hydrometer, Each $ 44.00 Engineering Analysis and Recommendations,-Per Hour $ 48.00 City of Elgin April 7, 1994 Page four of six eiwk CANCELLATIONS AND RAIN DELAYS • • Cancellation with notice NO CHARGE Cancellation without notice $ 70.00 Rain Days $ 70.00 NOTE: 1) Minimum charge for technician per day is 3 hours of the applicable hourly rate. 2) Due to the proximity of our office, the mileage charge of $0.40 per mile will not be applied. In addition, travel time between our facility and the job site will be minimal, thus resulting in a substantial savings. • rft O'BRIEN & ASSOCIATES, INC. .OBA CONSULTING ENGINEERS 1235 E. DAVIS ST/ARLINGTON HTS, IL 60005 April 5, 1994 ( 708) 398-1441 • FAX (708) 398-2376 „■■ Ii • City of Elgin 150 Dexter Court Elgin, IL 60120 Attention: Mr. Joseph Evers, P.E. Re: Materials testing and inspection for various streets in the City of Elgin, Elgin, Illinois Dear Mr. Evers: In accordance with your request of March 30, 1994, we are please to submit our proposal for materials testing and inspection services during the 1994 construction season. The services described below will be provided according to the fee breakdowns indicated. Our testing and inspection services will be performed in accordance with the project specifications and will include the following: 1. Bituminous Paving Scope of services include batch plant inspection and laboratory testing for overlays. We will check proportioning of mix components, mix temperature, aggregate gradation, perform complete stockpile evaluation and obtain extraction samples at the batch plant. Field services include performance of density tests using nuclear moisture-density meter and establish rolling patterns. a. Field and Batch Plant Inspection We will provide a materials technician (including nuclear moisture density gauge on a part time and/or full time basis - no minimum charge $33.00/hr. Travel Expenses $0 38 /mile b. Laboratory Testing Density tests (core pavement samples) $30.00/ea. • Extraction analysis $70.00/ea. Marshall stability and flow(set of 3) $125.00/set GEOTECHNICAL • MATERIALS • PAVEMENTS • ENVIRONMENTAL - 2 - • 2. Portland Cement Concrete(PCC) Scope of services include field inspection, batch plant inspection and laboratory testing for paving , recycling, and curb and gutter programs. We will check proportioning of the mix components at the batch plant and determine air content, perform slump tests and cast cylinders in the field. a. Field and Batch Plant Inspection We will provide a materials technician on a part time and/or full time basis - no minimum charge $3100/hr. Travel Expense 0 38 /mile b. Laboratory Testing Concrete Compressive Strength (ASTM C-39) $8 00/cyl. Concrete Cylinder Pick-Up $35.00/trip 3. Reports a. Engineering Principal Engineer $80.00/hr. Quality Assurance Manager $60.00/hr. Project Engineer $55.00/hr. NOTES: Hourly charges are portal-to-portal. Testing not listed will be quoted upon request. The inspection and testing work will be performed in accordance with the attached General Conditions. Overtime: Standard Rate x 1.5. All field inspections, batch plant inspections and laboratory testing will be performed by qualified technicians who have successfully completed the Illinois Department of Transportation (IDOT) "Inspector Materials Test". The testing will be performed in accordance with IDOT, ASTM and - other applicable standards. All required reports will be submitted. r O'BRIEN Si ASSOCIATES, INC. SUBSURFACE INVESTIGATION FEE SCHEDULE eft. ENGINEERING Services of 2-man survey crew or hand auger crew $ 80.00/hr. Project Coodinator/Supervisor 45. 00/hr. Services of Soil Engineer 50.00/hr. Services of Project .Engineer or Engineering Geologist 55.00/hr. Services of Project Administrator 60.00/hr. Services of Registered Professional Engineer 70.00/hr. Services of Principal Engineer 80 .00/hr. - Services of Principal 90. 00/hr. DRILLING Mobilization and moving of equipment on and off site Local jobs within 60 miles of office - minimum charge $200.00 Out of town jobs/mileage one way per vehicle to job 3.00/mi. Soil sampling using either split-barrel (ASTM D-1586) or shelby tube (ASTM D-1587) samples at 2 .5 ' intervals to 10' , 5 ' intervals thereafter 0 to 30' 8.00/ft. 30' to 60 ' 11 .00/ft. 60 ' to 100' 13. 00/ft. Additional sampling 0 to 50' 20. 00/ea. Over 50 ' 25.00/ea. Move/set up between borings 30 .00/ea. Where sampling indicates over 60 blows per foot for split-barrel sampler 0 to 30 ' 10. 00/ft. 30' to 60' 12 .00/ft. 60' to 100' 15. 00/ft. For use of NX or BX casing, hollow stem or drilling mud 0 to 30' 2 .00/ft. 30 ' to 60' 2 .50/ft. 60' to 100 ' 4 .00/ft. Grout bore holes 2.00/1f. Rock coring with NX bit in sedimentary formations $160.00 set up fee per hole plus 20.00/ft. Drilling through concrete, asphalt, etc. 3.00/in. Drill rig with 2 man crew 160.00/hr. Water truck 150.00/day Steam cleaner . 100.00/day Generator 75 .00/day Rig standby time, including excess set up time (more than 1/2 hour) 140.00/hr. CORING Core r:g, truck, equipment and 2", 3", or 4" core $100.00/hr. 0.1* Flagman 35. 00/hr. Bit Wear AC 2 .00/in. Bit Wear PCC 2.50/in. PIEZOMETERS/MONITORING WELLS Rates Available upon request February 1994 O'BRIEN & ASSOCIATES, INC. SUBSURFACE INVESTIGATION CON'T TESTING Unconfined Compression Tests - Rock $25.00/ea. Unconfined Compression Tests - Soil $10.00/ea. Hand Pentrometer Tests 3.00/ea. Density Determinations 4 .50/ea. Water Content Tests 4 .50/ea. Atterberg Limits Determination 45.00/ea. Combined Analysis (hydrometer and sieve) 65 .00/ea. Organic Content 20. 00/ea. pH Determination 15. 00/ea. Washed Sieve Analysis 35.00/ea. REPORTS A maximum of four copies total of each report will be furnished to two addresses at the time of initial report submittal. Additional copies $12.50/ea. Reproduction of previous report (please remit in advance) 35.00/ea. NOTES: 1) Overtime if required by client = 1.25 x regular rates (hourly or footage) . 2) Winter Weather - Between December 1 and February 28, a rate of 1.25 x regular (hourly or footage) may be used if difficulties due to severe cold and weather are encountered. 3) Any drilling and sampling at depths not noted on this fee schedule will be quoted on request. • tiek February 1994 O'BRIEN & ASSOCIATES, INC.