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HomeMy WebLinkAbout7472RESOLUTION NO. 7 4 7 2 A RESOLUTION APPROVING AMENDMENT NO. 2 TO THE AGREEMENT BETWEEN THE CITY OF PUEBLO AND LONCO, INC., FOR PROFESSIONAL SERVICES ASSOCIATED WITH THE REPLACEMENT OF THE MAIN STREET BRIDGE BE IT RESOLVED BY THE CITY COUNCIL OF PUEBLO, COLORADO, that: SECTION 1 The Amendment No. 2 to the Agreement for Professional Engineering Services associated with the replacement of the Main Street Bridge, by and between the City of Pueblo, a Municipal Corporation, and Lonco, Inc., a copy of which is attached hereto, having been approved as to form by the City Attorney, is hereby approved. SECTION 2 The President of the City Council is hereby authorized and directed to execute said Amendment No. 2 in substantially the same form as attached, for and on behalf of the City of Pueblo, and the City Clerk is hereby directed to attest same and affix the seal of the City thereto. SECTION 3 Funds for said Professional Services, in the amount of $393,817, shall be paid from Highway User Trust Funds, Account Number 005 -1993- 413- 000 - 040 -3550. INTRODUCED: September 26 , 1994 By CHARLES JONES Councilperson ATTEST: APPROVED: -4111 �/ X0 �. Cit§ Clerk I&Adint of the City Council AMENDMENT NO.2 TO AGREEMENT FOR PROFESSIONAL ENGINEERING SERVICES THIS AMENDMENT NO.2 To Agreement For Professional Engineering Services is made and entered into this 26th day of September, 1994 by and between the City of Pueblo, a Municipal Corporation (hereinafter referred to as "Owner ") and Lonco. Inc. a professional engineering firm (hereinafter referred to as "Engineer "). WHEREAS, Owner and Engineer have heretofore entered into an Agreement (hereinafter "the Agreement ") dated May 10. 1993 and subsequent Amendment dated December 13. 1993 wherein Engineer agreed to render certain professional engineering and related services for Owner in connection with the Main Street Bridge Replacement Project (hereinafter referred to as the "Project "); and WHEREAS, the parties contemplate that the Project shall continue into a subsequent phase or other work not within the original scope of the Agreement, and it is necessary and desirable that the Agreement be amended to include the subsequent phase services or other work; NOW, THEREFORE, in consideration of the foregoing and the mutual terms and conditions set forth herein, the parties agree as follows: 1. The Agreement is amended by expanding the scope of work to include all professional engineering services reasonably required or necessary for the "Construction Phase" as contemplated within paragraphs 1.1 and 2.4 of the Agreement. 2. Appendix "A" to this Amendment No. 2 shall be added to the original Appendix A - Scope of Services and Engineer shall complete the work items described generally in Appendix "A" to this Amendment No. 2 in accordance with the terms of the Agreement for the performance of professional services in the Construction Phase of the Project. 3. With respect to Engineer's services provided during the Construction Phase, Appendices "B" and "C" to this Amendment No. 2 shall apply to compensation payable to Engineer, and to key personnel and consultants employed or retained by Engineer, in connection with Engineer's services during said phase of the Project. 4. Except as expressly modified by this Amendment No. 2, the Agreement (including the prior Amendment) shall remain in full force and effect. Any obligations remaining to be performed under the original Agreement by either party, relating to the professional services to be performed by Engineer generally or with respect to other phases of the project are not waived or excused in any manner, but shall be fully performed in accordance with the terms and conditions of the Agreement as it existed prior to this Amendment No. 2. IN WITNESS WHEREOF, Owner and Engineer have executed this Amendment No. 2 To Agreement For Professional Engineering Services as of the date first above written. CITY OF PUEBLO, A MUNICIPAL CORPORATION By �# side & ' nt of the City Council ATTEST: eW Clerk BALANCE OF APPROPRIATION EXISTS FOR THIS CONTRACT AND FUNDS ARE AVAILABLE: &JV - , �-) Director of Finance APPROVED AS TO FORM: City Attorney 611r ENGINEER: APPENDIX 'A' SCOPE OF SERVICES CONSTRUCTION PHASE SCOPE OF WORK CITY OF PUEBLO MAIN STREET BRIDGE REPLACEMENT PROJECT BRIDGE NO. PUEMAIN- 0.I -COR I. INTRODUCTION This "Scope of Services" is supplementary to the construction phase services described in the Agreement for Professional Engineering Services for the improvement of Main Street Roadway and the replacement of the Main Street Bridge, Structure number PUEMAIN- 0.I -COR. The engineering services required shall include administration and coordination (including with Railroads), on -site observation, shop drawings and submittal development review. Project Construction is scheduled for October 1994 to December 1995. The Engineer shall be responsible for performing the necessary engineering and preparing the specific documents as outlined. The applicable American Association of State Highway and Transportation Officials (AASHTO), the Colorado Department of Transportation (CDOT) Construction Manual and the City of Pueblo construction standards shall provide the criteria and requirements necessary for performing the work. The Engineer understands that this project is being funded primarily with Special Bridge Funds from the State of Colorado. Upon final inspection of the completed bridge by a CDOT bridge inspection consultant, the bridge must be removed from the Select List of Federal Bridge Inventory as evidenced by the revised Sufficiency Rating, and it must meet the legal load limits. When completed, if it is not removed from the Select List, the Engineer will be responsible for the additional design and construction cost and loss of funding due to a failure in the Engineer's design of the project to meet the above criteria. Additional instruction is provided herein as it pertains to each task in the project. II. PROJECT ADMINISTRATION The City of Pueblo will be the sole contracting agency for this project. All work will be subject to the review and approval of the Director of Public Works or his authorized representatives. Mr. Tom Cvar, P.E. Director of Public Works (719) 543 -2860 CONSTRUCTION PHASE SCOPE OF WORK PAGE 2 III. SERVICES AND INFORMATION AVAILABLE FROM THE CITY The following information and services related to the Project will be made available and provided by the City: A. Provide coordination and maintain relations with adjacent businesses and property owners B. Storm Drainage Construction Observations C. Sanitary Sewer Construction Observations D. Coordination with Utilities and Lighting E. Traffic Control Observation F. Excavation and Full Observation G. Asphalt Paving Observation H. Pay Request and Change Order Assistance IV. PROJECT TASKS AND INSTRUCTIONS The Engineer shall furnish assistance and special consultants to review the work in accordance with the contractor's schedule, including any revisions thereto. The Resident Engineer is the Engineer's agent at the site, will act as directed by and under the supervision of Engineer, and will confer with Engineer regarding the Resident Engineer's actions. The Resident Engineer's dealings in matters pertaining to the on -site work shall in general be with Engineer and Contractor keeping Owner advised. The Resident Engineer's dealings with subcontractors shall only be through or with the full knowledge and approval of CONTRACTOR. A. Resident Engineer /Assistant Resident Engineer Engineer shall furnish a Resident Engineer, assistants, material testing and survey verification to assist Engineer in observing performance of the work of Contractor (successful Construction Contractor) Through more extensive on -site observations of the work in progress and field checks of materials and equipment by the Resident Engineer and assistants, Engineer shall endeavor to provide further protection for Owner against defects and deficiencies in the work of Contractor; but, the furnishing of such services will not make Engineer responsible for or give Engineer control over construction means, methods, techniques, sequences or procedures or for safety precautions or programs, or responsibility for Contractor's failure to perform the Work in accordance with the Contract Documents. CONSTRUCTION PHASE SCOPE OF WORK PAGE 3 The duties and responsibilities of the Resident Engineer are limited to those in Engineers' agreement with the Owner and in the construction Contract Documents, and are further limited and described as follows: B. Duties and Responsibilities of Resident Engineer 1. Schedules: Review the progress schedule, schedule of Shop Drawing submittal and other schedules prepared by Contractor and consult with Owner concerning acceptability. 2. Conferences and Meetings: Attend meetings with Contractor, such as preconstruction conferences, weekly progress meetings, job conferences and other project - related meetings, and prepare and circulate copies of minutes thereof. 3. Liaison: a. Serve as Owner's liaison with Contractor, working principally through Contractor's superintendent and assist in understanding the intent of the Contract Documents. b. Assist in obtaining from Owner additional details or information, when required for proper execution of the Work. 4. Shop Drawings and Samples: a. Record date of receipt of Shop Drawings and samples. b. Receive samples which are furnished at the site by Contractor, and notify Engineer of availability of samples for examination. C. Advise Owner and Engineer and Contractor of the commencement of any Work requiring a Shop Drawing or sample unless the submittal has been reviewed with no exceptions taken by Engineer. 5. Review of Work, Rejection of Defective Work, Inspections and Tests: a. Conduct on -site observations of the Work in progress to assist Engineer in determining if the work is in general proceeding in accordance with the Contract Documents. b. Report to Owner and Contractor whenever the Resident Engineer believes that any work is unsatisfactory, faulty or defective or does not conform to the Contract Documents, or has been damaged, or does not meet the requirements of any inspection, test or approval required to be made; and advise Owner and Contractor of Work that the Resident Engineer believes should be corrected or rejected or should be uncovered for observation, or requires special testing, inspection or approval. CONSTRUCTION PHASE SCOPE OF WORK PAGE 4 C. Verify that tests are conducted in the presence of appropriate personnel and observe, record and report to Owner appropriate details relative to the test procedures. d. Accompany visiting inspectors representing public or other agencies having jurisdiction over the Project, record the results of these inspections and report to owner. 6. Interpretation of Contract Documents: Report to Owner when clarifications and interpretations of the Contract Documents by Engineer are needed and transmit to Contractor clarification and interpretations as issued by Owner or Engineer. 7. Modifications: Consider and evaluate Contractor's suggestions for modifications to Drawings or Specifications and report with the Resident Engineer's recommendations to Owner. Transmit to Contractor decisions as issued by Owner. 8. Records: a. Maintain at the job site orderly files for correspondence, reports of job conferences, Shop Drawings and samples, reproductions of original Contract Documents, including all directives, clarifications, Addenda, Change Orders, Field Orders, additional drawings issued subsequent to the execution of the Contract, Owner's clarifications and interpretations of the Contract Documents, progress reports, and other Project related documents. b. Keep a diary or log book, recording Contractor hours on the job site, weather conditions, data relative to questions of directives, clarifications, Change Orders or changed conditions, list of job site visitors, daily activities, decisions, observations in general, and specific observations in more detail as in the case of observing test procedures. C. Record names, addresses and telephone numbers of all Contractors, subcontractors and major suppliers of materials and equipment and public or other agencies having jurisdiction over the Project and Utility Owners. d. Keep a photographic record of Contractor's progress and other important portions of the demolition, erection, and paving. 9. Reports: a. Furnish Owner periodic reports as required of progress of the work and of Contractor's compliance with the progress schedule and schedule of Shop Drawing and sample submittal. CONSTRUCTION PHASE SCOPE OF WORK PAGE 5 b. Consult with Owner in advance of scheduled major tests, inspections or start of important phases of the work. C. Draft proposed Change Orders, directives, and clarifications, obtaining backup material from Contractor where appropriate and recommend to Owner change orders, and any other actions that may be required of Owner. d. Report immediately to Owner upon the occurrence of any accident. 10. Payment Requests: Review applications for payment with Contractor for compliance with the established procedure for their submission and forward with recommendations to Owner noting particularly the relationship of the payment requested to the schedule of values, work completed and material and equipment delivered at the site but not incorporated in work. 11. Certificates Maintenance and Operation Manuals: During the course of the work, verify that certificates, and other data required to be assembled and furnished by Contractor are applicable to the items actually installed and in accordance with the Contract Documents and have this material delivered to Owner for review prior to final payment for the work. 12. Completion: a. Before Owner issues a Certificate of Substantial Completion, submit to Owner and Contractor a list of observed items requiring completion or correction. b. Conduct final inspection in the company of Engineer, Owner, Representatives of Santa Fe and D &RGW Railroads, the Pueblo Conservancy District and Contractor and prepare a final list of items to be completed or corrected. C. Observe that all items on final list have been completed or corrected and make recommendations to Owner concerning acceptance. d. Prepare Record Drawings from Contractor's shop drawings, on -site observations and other means used during construction. C. Limitations of Authority Resident Engineer: 1. Shall not be authorized to grant any deviation from the Contract Documents or substitution of materials or equipment, unless authorized by Owner. CONSTRUCTION PHASE SCOPE OF WORK PAGE 6 2. Shall not exceed limitations of Engineer's authority as set forth in the Agreement or the Contract Documents. 3. Shall not undertake any of the responsibilities of Contractor, subcontractors or contractor's superintendent. 4. Shall not advise on, issue directions relative to or assume control over any aspect of the means, methods, techniques, sequences or procedures of construction unless such advice or directions are specifically required by the Contract Documents. 5. Shall not be required to advise on, issue directions regarding or assume control over safety precautions and programs in connection with the Contractor's work or the work of third parties. 6. Shall not accept Shop Drawings or sample submittal from anyone other than Contractor. V. TIME SCHEDULE PROPOSAL All work on this project shall be completed within 425 calendar days from the Notice -to- Proceed in October, 1994. Time extension will be reviewed by the City for delays beyond the Engineer's control VI. PROFESSIONAL LIABILITY INSURANCE The Engineer shall provide Professional Liability Insurance in the amount of One Million Dollars ($1,000,000) in a form, and with a deductible, acceptable to the City. VII. LITIGATION AND DISPUTES In the event Engineer is requested to provide extra services to City beyond that contemplated in the Agreement for Professional Engineering Services in connection with any unresolved dispute or litigation which has both (a) progressed beyond contract administration and resolution of contract performance issues, and, (b) does not involve claims by Owner or Contractor alleging negligence or interference by Engineer, Engineer shall proceed as provided by paragraph 2.5(g) of the Agreement for Professional Engineering Services. APPENDIX "B" - FEE SCHEDULE CITY OF PUEBLO MAIN STREET BRIDGE REPLACEMENT CONTRACT COMPENSATION AND FEES; The City shall pay the Engineer for work which it performs under this Agreement in accordance with the scheduled rates for labor and expenses as shown in Exhibit 2. The Engineer agrees that its invoiced costs for completing all of the work described in the Scope of Work shall not exceed $393,817.00 Dollars as shown in Exhibit 1. When the Contractor performs work during periods that extend into the evening or weekends, the Engineer shall provide field observation services during these periods. If any of the Engineer's employees during these periods work in excess of 8 hours daily or 40 hours weekly, the Engineer's employees' hours in excess of 8 hours daily or 40 hours weekly shall be charged to the Premium line item in Exhibit 1 at 1.35 percent of the hourly rates otherwise shown in Exhibit 2. EXHIBIT 1 CONSTRUCTION PHASE SERVICES FEE IAGA sues P.I.C. PAL E.E. A.B.E. SAQ CL fZE TOTAL PRE - CONSTRUCTION MEETING $0 9.0 9.0 9.0 9.0 0.0 0.0 $250 $2,851 REVIEW SHOPS d SUBMITTALS 80 4.0 8.0 24.0 86.0 32.0 0.0 $0 $8,036 FIELD OBSERVATION $0 92.0 512.0 2080.0 1104.0 100.0 90.0 $42,440 $284,418 FIELD OBSERVATION PREMIUM $0 0.0 12.0 160.0 64.0 0.0 0.0 $0 $14,208 SURVEY VERIFICATION $16,000 0.0 0.0 0.0 0.0 0.0 0.0 $0 $16,000 MATERIAL TESTING(L. DV) $49,000 0.0 0.0 0.0 0.0 0.0 0.0 $0 $49,000 FINLEY MCNARY POST -TEN SERVICES $9,000 0.0 0.0 0.0 0.0 0.0 0.0 $0 $9,000 M GURULE APPEARANCE SERVICES $1,000 0.0 0.0 0.0 0.0 0.0 0.0 $0 $1,000 AS- CONSTRUCTED DRAWINGS $0 4.0 8.0 36.0 56.0 80.0 0.0 $500 $9,304 TOTAL CONSTRUCTION $75,000 109.0 549.0 2309.0 1319.0 212.0 90.0 $43,190 $393,817 LONCO, INC. Rate($/hr) Hours Total Principal in Charge $95 109.0 $10,355 Project Manager $80 537.0 $42,960 Project Manager - Premium $80 12.0 $960 Resident Engineer $62 2149.0 $133,238 Resident Engineer - Premium $62 160.0 $9,920 Assistant Resident Engineer $52 1255.0 $65,260 Assistant Resident Engineer- Premium $52 64.0 $3,328 CAD Drafter $33 212.0 $6,996 Clerical $29 90.0 $2,610 $275,627 Total LONCO SUB - CONSULTANTS Total Testing - Lincoln Devors $49,000 Survey and Enviromenta) $16,000 Post -ten Special Services -F McNary $9,000 Appearance Review Services -M Gurule $1,000 $75,000 Total Sub- Consltents EXPENSES Rate($/wk) Weeks Total Travel $180 52.0 $9,360 Per Deim $540 52.0 $28,080 Miscellaneous $5,750 $43,190 Total Expenses TOTAL FEE $393,917 EXHIBIT 2 LONCO, INC. HOURLY CHARGES CONSULTING ENGINEERS Hourly Charges - Hourly charges for time of principals and other personnel devoted directly to the project consist of: direct personnel salary, plus general overhead, plus a profit factor. The following schedule sets forth current 1994 billing rates for various classifications of personnel. A 4.0% annual escalation rate to be added to these figures for each year beyond 1994. Engineering Aid $19.00/hr. Secretarial & Clerical $29.00/hr. Specification Writer $33.00/hr. Draftsperson I and Tech I $31.00/hr. CAD I $33.00/hr. Draftsperson II and CAD II $36.00/hr. CAD Sr. $40.00/hr. Engineer I and Jr. Designer $43.00/hr. Engineer II $52.00/hr. Engineer III and Sr. Designer $57.00/hr. Engineer IV $62.00/hr. Engineer V $67.00/hr. Project Engineer/Manager $80.00/hr. Principal $95.00/hr. When authorized in advance by the client, the expense of overtime will be charged at premium rates. Subcontract Expenses - Compensation for contracted services and consultants engaged by the Engineer for the project will be at cost plus 5 percent for such services. Reimbursable Expenses - Identifiable expenditures incurred by the Engineer or his consultants in the interests of the project will be reimbursed at cost. These items involve the expense of transportation, subsistence and lodging when traveling in connection with the project, expense of long distance telephone calls, field office expenses, computer charges, expense of reproduction, postage and fees paid for regulatory agencies. Equipment and Expense Charges CAD Work Station/Plotter $15.00/hr. Computer $10.00/hr. Mileage $ 0.28 /mile Photo Copies $ 0.12/copy Large Size Printing $ 0.17 /S.F. Vellum Copies $ 0.75 /S.F. Mylar Copies $ 2.00 /S.F. Blueline Prints $ 0.12/S.F. DATED: March 1994 EXHIBIT 2 HOURLY CHARGES AN E L O N CO, INC. CONSUL ENGINEERS The hourly charges for the subconsultants to LONCO, INC. are listed below. A 4.0 percent escalation rate will be added to these charges for each year beyond 1994. SURVEYING Principal Engineer Principal I $65.00/hr Principal lI $60.00 Senior Engineer $55.00 Project Engineer $50.00 Engineer V $45.00 Engineer IV $42.50 Engineer III $40.00 Engineer II $37.50 Engineer I $35.00 Construction Supervisor $40.00 Construction Inspector I $30.00 Drafter II $30.00 CAD Operator $40.00 2 -Man Survey Crew $64.00 3 -Man Survey Crew $76.00 Clerical I $27.50 Clerical II $20.00 FINLEY McNARY ENGINEERS, INC. Principal Engineer $105.00/hr Senior Bridge Engineer 95.00 Bridge Engineer 55.00 Bridge Designer 45.00 Senior Technician 50.00 Technician 40.00 Detailer 25.00 Clerical 30.00 MARK GURULE Graphics Artist $35.00 /hr EXHIBIT 2 LINCOLN DeVORE, INC. FEE SCHEDULE PROFESSIONAL SERVICES Engineering, Geology and Technical Services PrincipalEngineer ............................... Senior Engineer ... ............................... Senior Geologist .. ............................... StaffEngineer .... ............................... Staff Geologist ... ............................... Engineering Technician with Vehicle .............. Engineering Technician with Nuclear Gauge, Full- Time ....... ............................... Special Inspector, Senior Technician, Welding, Masonry, Batch Plant Inspection ................ Drilled Pier or Pile Driving Inspector........... Non - Destructive Testing, Technician & Equipment.. Sampl ing .......... ............................... Drafting .......... ............................... Design/ Drafting ... ............................... COURT APPEARANCE $ 70.00 /hr. 60.00 /hr. 60.00 /hr. 45.00 /hr. 45.00 /hr. 28.00 /hr. + test 260.00 /day (max. rate) 45.00 /hr. 45.00 /hr. Quotation 35.00 /hr. 30.00 /hr. 35.00 /hr. Engineer or Geologist (minimum 1/2 day) .......... $120.00 /hr. Preparation of Testimony .... ...... 70.00 /hr. Supervisor, Technician or Inspector (min. 1/2 day) 70.00 /hr. Preparation of Testimony ....................... 60.00 /hr. MINIMUM CHARGES Principal Engineer Review ........................ 1/2 hour Engineering Technician— ........................ 1 hour Special Inspector, Senior Technician............. 2 hours Show Up and No Inspection ........................ I hour Sampling.......... ............................... I hour Concrete or Asphalt Coring ....................... $60.00 /trip DESIGN Foundation design is typically billed on an hourly basis. Charges for residential design services range from $230.00 minimum, for a small structure to $350.00 for a complex residential structure. 1 EXHIBIT 2 CONTRACT DRILLING. SAMPLING. FIELD TESTS ASTM D 420 Subsurface Explorations Quotation D1452 Augering: .Quotation 2 -man crew (driller and helper) CME -45 $ 85.00 /hr. CME -55 90.00 /hr. D2922/ 3 -man crew (includes geologist) CME -45 135.00 /hr. 3017 CME -55 140.00 /hr. Hollow Stem Auger Add 10.00 /hr. Continuous Sampler Add 10.00 /hr. D1586 Penetration Test: 0 -40 feet 12.00 /ea. 40 -70 feet 18.00 /ea. Over 70 feet 30.00 /ea. D1587 Thin - Walled Tube Samples (Shelby): 0 -40 feet 14.00 /ea. 40 -70 feet 20.00 /ea. Over 70 feet 32.00 /ea. D3550 California (Ring Lined Barrel) 14.00 /ea. D4429 Field CBR (California Bearing Ratio) Quotation D3441 Cone Penetrometer Quotation D4220 Transporting and Storing Samples Quotation Piezometer Installation: Installation of 1- 1/2 -2" PVC Casing 2.50 /foot Full Installation (incl. materials) 10.00 /foot Water Quality (flush thread) Quotation Monitoring Well Installation Quotation Diamond Coring or Rotary Drilling Quotation Water Truck: without Driver 12.00 /hr. with Driver 34.00 /hr. Auxiliary Equipment (air compressor, geophysical equipment, backhoe) Cost + 20% Drill Rig Travel CME -45 85.00 /hr. CME -55 90.00 /hr. Drill Rig Standby Time 70.00 /hr. FIELD TESTS ASTM Seismic Survey $105.00 /hr. Rippability Study .Quotation Resistivity Survey 75.00 /hr. Gas Monitor Survey 45.00 /hr. D2922/ 3017 In -Place Density and Moisture Content, Nuclear Gauge Method $ 8.50 /test + Technician D1556 Sand Cone Method 8.50 /test + Technician Radon Test Quotation 9 EXHIBIT 2 FOUNDATION OR SITE OBSERVATIONS Single Several Test Tests Excavation Investigation - Single Site (Test, if required, additional) $ 70.00 $ 55.00 Reinforcing Inspection - Single Site (Residential only) 50.00 40.00 Form Work Inspection (Residential only) 50.00 40.00 Perimeter Drain Inspection (Residential only) 50.00 40.00 Foundation Component Observation - Commercial Structures, HOW Inspections, FHA Inspection Full -Time $ 38.00 /hr. Part -Time 45.00 /hr. Damage Inspections and Consultations 75.00 /hr. Minimum charge 250.00 Reduction of the above unit costs is usually realized when these services are performed as part of a Lincoln DeVore Geotechnical Engineering Report. SOIL TESTS Soil Classification Method A or C (10 lb. ASTM 4" mold) D1557 D 422 Particle Size Distribution 6" mold) D 698 Hydrometer Analysis ( -II200 full) $ 40.00 /ea. 4" mold) Sieve Analysis (11200 to 04) 30.00 /ea. hammer, Sieve Analysis (plus I14) 35.00 /ea. D4318 Atterberg Limits Liquid Limit (LL) 16.00 /ea. Plastic Limit (PL) 16.00 /ea. wet) Plasticity Index (PI) 32.00 /ea. Minimum Density (dry) Shrinkage Factors (SL and SR) 24.00 /ea. Mil Std Air Dried Sample (PL and LL) 60.00 /tot. D2487 Unified Soil Classification (Laboratory) 80.00 /ea. D2487 Unified Soil Classification (Visual) 20.00 /ea. D2448 A.A.S.H.T.O. Soil Classification 84.00 /ea. Maximum Density and Optimum Moisture Content D1557 Method A or C (10 lb. hammer, 4" mold) D1557 Method B or D (10 lb. hammer, 6" mold) D 698 Method A or C (5.5 lb. hammer, 4" mold) D 698 Method B or D (5.5 lb. hammer, 6" mold) Single Check Point (Proctor) Relative Density Test: D4254/ Maximum Density (dry or wet) D4253 Minimum Density (dry) Mil Std 621, Method 100 (Classification, short hydrometer, proctor) $ 90.00 /ea. 90.00 /ea. 65.00 /ea. 65.00 /ea. 32.00/ea. 85.00 /ea. 30.00 /ea. 165.00/ea. 9 EXHIBIT 2 Dry Density and Moisture Content Determination in Laboratory Ring or Core Samples 11.00 /ea. Waxed Chunk Sample 18.00 /ea. D2216 Moisture Content Only 5.00 /ea. Consolidation Testing D2435 One Dimensional, no time -rate of Dispersive Soil Tests D4221 Double Hydrometer Pinhole Test Crumb Test Miscellaneous Soil Tests D 854 Specific Gravity of Soil Sulfate Content, Water Soluble Resistivity and pH (Lab) Permeability Tests D2434 Permeability Test on Granular Constant Head Method Falling Head Method Permeability Test on Cohesive Triaxial Chamber with Back Soils Soils Pressure 30.00 /pt. 45.00 /pt. 45.00 /pt. 50.00 45.00 /pt. 48.00 /pt. 74.00 /pt. 150.00 /pt. 250.00 160.00 /pt. 280.00 /pt. 40.00 /pt. 70.00 /pt. 220.00 350.00 40.00 /ea. 60.00 100.00 16.00 24.00 18.00 40.00 70.00 /pt. 75.00 /pt. 115.00 /pt. 4 consolidation data D2435 One Dimensional, with time -rate of consolidation data Collapse Test Swell Pressure, Constant Volume Swell Study Direct Shear Test Unconsolidated, Undrained D3080 Consolidated, Drained Triaxial Shear Test D2850 Unconsolidated, Undrained Consolidated, Undrained (staged stress path with pore pressure) Consolidated, Undrained (not using stress path) Consolidated, Drained Permeability in Triaxial Cell, add to above rates Falling or Constant Head Permeability D2844 Hveem Stabilometer - "R" Value (3 points) D1883 California Bearing Ration (3 points) D2166 Unconfined Compression Test Dispersive Soil Tests D4221 Double Hydrometer Pinhole Test Crumb Test Miscellaneous Soil Tests D 854 Specific Gravity of Soil Sulfate Content, Water Soluble Resistivity and pH (Lab) Permeability Tests D2434 Permeability Test on Granular Constant Head Method Falling Head Method Permeability Test on Cohesive Triaxial Chamber with Back Soils Soils Pressure 30.00 /pt. 45.00 /pt. 45.00 /pt. 50.00 45.00 /pt. 48.00 /pt. 74.00 /pt. 150.00 /pt. 250.00 160.00 /pt. 280.00 /pt. 40.00 /pt. 70.00 /pt. 220.00 350.00 40.00 /ea. 60.00 100.00 16.00 24.00 18.00 40.00 70.00 /pt. 75.00 /pt. 115.00 /pt. 4 APPENDIX C CITY OF PUEBLO DPW -TOM CVAR P.I.C. / PROJECT MANAGER LON006 NC. WILLIAM HAMOUZ, P.E. MARK HAMOUZ, P.E. RESIDENT ENGINEER LANCO6 INC. JESSIE FITZGERALD. P.E. CURT GUNDERSON, P.E. ASSISTANT R.E. OBSERVATION LONCO, ING. TOM GIROUX. P.E. — SCHEDULING (PROJECT) — AGENCY COORDINATION • CORPS • STATE & CITY HEALTH • RAILROADS • CONSERVANCY DISTRICT — RETAINING WALLS — STRUCTURE — CHANGE ORDERS — TESTING QA I ASSISTANT FIELD I OBSERVATION CITY - PUBLIC RELATIONS - STORM DRAINAGE - SAN SEWERS — CURB GUTTER — UTILITIES — LIGHTING — ASPHALT PAVING - TRAFFIC CONTROL — CITY STANDARDS — EXCAVATION & FILLS — PAY REQUESTS, ASST. — CHANGE ORDERS, ASST. SPECIALTY OBSERVATION Lam (SUB CONSULTANT) — POST TENSIONING (FINLEY McNARY) — STRUCTURAL — CIVIL — ENVIRONMENTAL — APPEARANCE (M. GURULE) SURVEY Q.A. TESTING Q.A.