HomeMy WebLinkAbout7272RESOLUTION NO. 7272
A RESOLUTION APPROVING AN AMENDMENT TO THE
AGREEMENT BETWEEN THE CITY OF PUEBLO AND
LONCO, INC., FOR PROFESSIONAL SERVICES AS-
SOCIATED WITH THE REPLACEMENT OF THE MAIN
STREET BRIDGE
BE IT RESOLVED BY THE CITY COUNCIL OF PUEBLO, COLORADO, that:
SECTION 1.
The Amendment to the Agreement for Professional Engineering Services as-
sociated 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 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.
cFrTTnm 2
Funds for said Professional Services, in the amount of $351,642.00, shall
be paid from Highway User Trust Funds, Account Number 005 -1993- 413 -000- 040 -3550.
INTRODUCED December 13 ,1993
ATTEST:
City Clerk
By MICHAEL OCCHIATO
Councilperson
APPROVED
Pr si ent of the Council
AMENDMENT TO
AGREEMENT FOR PROFESSIONAL ENGINEERING SERVICES
THIS AMENDMENT To Agreement for Professional Engineering
Services is made and entered into this 13th day of December, 1993
by and between the City of Pueblo, a Municipal Corporation (here-
inafter 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 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 iii professional engineering services reasonably
required or necessary for the "Final Design Phase including
preparation of Bid Documents" as contemplated within paragraphs
1.1 and 2.3 of the Agreement.
2. Appendix "A" to this Amendment 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 in accordance with the terms of the Agreement for
the performance of professional services in the Final Design and
Bidding Phase of the Project.
3. Paragraph 2.3 of the Agreement shall be amended to
include a new subparagraph 2.3(j) to read as follows:
"(j) Consult with Owner concerning administrative
proceedings, if any, concerning the Project before any state
or federal regulatory agency or commission."
4. With respect to Engineer's services provided during the
Final Design and Bidding Phase, Appendices "B" and "C" to this
Amendment shall apply to compensation payable to Engineer, and to
key personnal and consultants employed or retained by Engineer, in
connection with Engineer's services during said phase of the
Project.
5. Except as expressly modified by this Amendment, the
Agreement 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.
IN WITNESS WHEREOF, Owner and Engineer have executed this
Amendment to Agreement for Professional Engineering Services as of
the date first above written.
CITY OF PUEBLO,
A MUNICIPAL CORPORATION
ENGINEER:
"Us
i
Presi ent of 'the City Council
Ti
ATTES
By
Ci y Clerk
Ti
BALANCE OF APPROPRIATION EXISTS FOR THIS CONTRACT AND FUNDS ARE
AVAILABLE:
Director of Finance
APPROVED AS TO FORM:
City Attorne
TF 53.43 -2-
APPENDIX "A" - SCOPE OF SERVICES
FINAL DESIGN SCOPE OF WORK
CITY OF PUEBLO
MAIN STREET BRIDGE REPLACEMENT PROJECT
BRIDGE NO. PUEMAIN- 0.I -COR
INTRODUCTION
This "Scope of Services" consists of the performance of specific roadway 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 final bridge and roadway design,
preparation of right -of -way description, construction specifications and contract plan
documents.
Project Construction is scheduled for July /August 1994 to August 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) and the City of Pueblo design and specification standards shall
provide the design 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
the 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
FINAL DESIGN SCOPE OF WORK
PAGE 2
EXISTING INFORMATION
The following information, data and services related to the Project area will be made
available and provided by the City:
A. Existing Right -of -Way Information
B. Floodplain Reports
C. City Utility Information
D. Traffic Counts
E. Street Drainage System Reports
F. City of Pueblo Design Standards, Criteria and Details
G. Master Plan Reports and Studies (Development and Bike Path Related)
IV. PROJECT TASKS AND INSTRUCTIONS
A. General
All work shall be prepared in accordance with the latest editions of the AASHTO AND
CDOT Standards, City specifications and directions in this document. The standards and
specifications to be used are:
1. AASHTO "Standard Specifications for Highway Bridges ".
2. AASHTO HS -20 -44 Loading.
3. AASHTO "A Policy on Geometric Design of Highways and Streets ", 1990.
4. CDOT "Standard Specifications for Road and Bridge Construction ", 1991.
5. CDOT "Roadway Design Manual ", 1990.
6. City of Pueblo Drainage Standards Manual.
7. Applicable CDOT M &S Standards
8. FHWA "Manual of Uniform Traffic Control Devices ", 1988.
9. The road will be closed to traffic at the project bridge site and traffic will be
detoured around the construction site.
10. Dead load will include an allowance for a future four inch asphalt overlay in
addition to the final design surface.
11. The replacement structure cross - section will be analyzed for the existing 100 -year
floodplain.
12. Four 12 -foot driving lanes.
B. Special Instructions
1. Meetings:
The Engineer will be required to attend the following:
a. One meeting with the City and Railroad Companies to discuss design criteria and
progress.
FINAL DESIGN SCOPE OF WORK
PAGE 3
b. Monthly progress meetings with the City.
C. One presentation to the City Council during the day.
d. Final design meeting with the City.
e. Four additional meetings as requested by either the City or the Engineer.
f. Pre -Bid Meeting
C. Life Cycle Cost Analysis:
The Engineer will perform a life cycle cost analysis for two structural systems:
precast concrete girders and painted steel girders. The analyses will utilize a
useful life cycle for each system and determine the present value of maintenance
and operating costs for each system.
D. Surveys:
The Engineer will obtain supplemental field survey information additional to the
Preliminary Design Survey Information required to complete the design of the
project, including right -of -way surveys, existing property corners, right -of -way plans
and descriptions. A project baseline including all horizontal and vertical control will
be established and referenced. Additional existing and new roadway alignment,
profile and cross - sections will be obtained. Cross - sections of the Arkansas River
channel will be obtained as necessary to supplement the existing topographic
mapping for the hydraulic analysis. The additional existing utilities will be located
based upon visible surface evidence and surface markings supplied by the utility
companies.
E. Geotechnical Investigation and Pavement Design:
1. The site will be investigated using a drill rig to determine depth and capabilities of
the bearing formation. A minimum of seven deep and eight shallow holes will be
drilled. The work will include the necessary field and laboratory tests to provide
recommendations on foundation type, allowable loadings, gradation of stream bed
material for scour studies, asphalt and concrete pavement design from CBR values
and recommendations for the design and construction of approach fills. The
results of the soils and foundation investigation along with the recommendations
will be summarized in a report. The boring logs will be shown on the plans on an
Engineering Geology Sheet.
F. Environmental Assessments
1. A field investigation of the soil borings will be performed to better assess site
conditions. A report will be prepared outlining the work conducted, visual
observations and potential environmental concerns, the results of analytical testing,
and summary with conclusions and recommendations.
FINAL DESIGN SCOPE OF WORK
PAGE 4
2. The Engineer will coordinate with the Colorado Department of Wildlife and other
state agencies to prepare an environmental assessment report for the project.
G. Drainage /Hydraulics /Hydrology:
A hydrologic and hydraulic investigation of the Arkansas River shall be performed.
Specific items to be investigated in the design shall include but not be limited to
the following:
a. Background Research - The hydrologic and hydraulic data contained in the latest
City of Pueblo Flood Insurance Study will be used to conduct water surface profile
analyses on this project.
b. Hydrologic Analysis - Hydrology for this reach is contained in the report referenced
above.
C. Hydraulic Analyses - The replacement structure shall convey flows equal to or
greater than flows conveyed by the existing bridge. Field surveyed cross - sections
will be used to analyze the replacement structure using the HEC -2 computer
program. The results of this analysis will be used to design the pier footings below
the determined slow depth.
d. Roadway and Bridge Storm Drainage - The storm drainage for the project shall
be analyzed using approved criteria from the City, County and /or State. In the
event conflicting criteria arises, the most stringent shall be used upon approval of
the City. The design of the new facilities for construction shall follow the most
current criteria and details as provided or approved by the City.
e. Individual Site Permit - In conjunction with the final design, the Engineer will
prepare cross - sections and plans required for the Corps of Engineers Individual
Site permit. The Engineer will prepare all correspondence and applications
necessary for the permit.
f. Offsite Storm Drainage Analysis - This analysis pertains to the offsite storm sewer
system downstream of the project. This system includes the line from "C" Street
to "D" Street and the line in "D" Street to the trunk line at Santa Fe Avenue. The
system will be analyzed using previous reports and data that apply to the area and
the current project. In the event it is discovered the project adversely affects the
system downstream redesign (pending City approval) may need to be done using
detention in an effort to reduce the effects of this project on the downstream
system.
H. Utilities:
The Engineer will research and collect information concerning existing utilities.
The City and utility companies will be contacted to obtain updated information
about existing facilities and future requirements. A full size set of plans will be
submitted to all utility companies for review and comment. Upon receiving
comments from the utilities, new or revised utility locations will be added to the
plans. Also, the requirements to accommodate the utilities such as block -outs in
the abutments and piers will be incorporated into the final design and plans.
FINAL DESIGN SCOPE OF WORK
PAGE 5
2. Utility Companies to be contacted include but will not be limited to the following:
a. Public Service Company of Colorado
b. WestPlains Energy
C. U.S. West Communications
d. TCI Cable
e. Pueblo Board of Water Works
f. City Public Works
- Sanitary Sewers
- Storm Drainage
g. SP /D & RGW Railroad
h. AT & SF Railroad
i. MCI
I. Right -of -Way:
1. The Engineer shall determine all right -of -way needs as well as provide the parcel
legal descriptions, slope and construction easements and right -of -way descriptions
necessary for right -of -way acquisition. These will be in suitable form for the City's
negotiators to acquire necessary right -of -way and easements. After the City has
acquired the required right -of -way the Engineer shall set property pins or right -of-
way markers for a total of five (5) properties located at Main and "B" Streets and
at Main and Church Streets in accordance to the plans and agreements.
J. Final Design Documents Development:
1. Upon receipt of the City's written Notice to Proceed and the City's approval of the
preliminary plans; the final design, detail drawings, construction schedule,
specifications, and an estimate of probable construction costs will be prepared.
The drawings will be prepared using vellum and will be suitable for reproduction.
Specifications, quantities, and estimates will be consistent with CDOT Standard
items and specifications. Information shown on the Contract Plans will be in
sufficient detail to permit the construction contractor to prepare complete shop
details for fabrication and erection of the structure. The Engineer will perform the
load rating check to conform with CDOT requirements. Independent design check
of key structural components, calculations and traffic study results will also be
included.
2. At approximately the 60% completion phase, the Engineer will submit two (2) sets
of drawings to the City for review and comment. The City will respond with
comments within a reasonable time frame for the Engineer so as to maintain
project progress and not delay the project bid date.
3. Throughout the project, the Engineer may also submit individual drawings to the
City for review and comment.
4. The following drawings, as appropriate, will be included in the construction bid
package:
FINAL DESIGN SCOPE OF WORK
PAGE 6
Title Sheet with project site map, summary and sheet index
- Summary of approximate quantities
Roadway general notes and typical cross - sections
- Proposed construction schedule and performance criteria
Geology data: Location of test holes, boring log and legend, soil test results
Hydrology /Hydraulic data: flow line elevation, design flow, design velocity,
discharge vs. recurrence interval, discharge vs. stage
Bridge general notes
Foundation layout: estimated pile tip elevation and maximum end bearing pile load
or caissons layout or spread footings
Substructure layout and details
Abutment plan and details
Pier plans and details
Superstructure plan and details
Girder details
Top of Deck elevations
Utility accommodation details
Bridge rail and guard rail layout and details
Roadway plan and profile:
Stationing, construction centerline, section line, corners, ties to corners, temporary
benchmark elevations and locations, topography, existing and proposed drainage,
if applicable utilities, existing right -of -way, and new right -of -way, new easements,
names of property owners, vertical curve design data, and horizontal curve design
data, if applicable.
Superstructure layout and details
Demolition phasing and details
Roadway cross sections
Retaining wall plans and details
Lighting plan and details
Striping plans and pavement markings
Final roadway signing
Traffic detour route and signing
5. The Engineer will include the limits of the existing and new right -of -way, the limits
of the new easements, and the names of the property owners on the plan sheets,
whenever applicable. The Engineers will provide legal descriptions for new right -
of -way, if required.
6. The City will review the final detour route and traffic control plan and return it to
the Engineer.
7. The Engineer will prepare a project constructibility review and submit the report to
the City for review.
8. The Engineer is required to provide two (2) sets of the final contract documents
and original vellum to the City. One stamped set of bluelines will be provided to
the City.
FINAL DESIGN SCOPE OF WORK
PAGE 7
J. PUC (Public Utilities Commission) Hearing Assistance:
The Engineer shall assist the City in Performing needed services for the scheduled
PUC Hearing and other related work to the PUC process. This work consists of
providing documents, depositions, attendance at meetings, attendance at the PUC
Hearings and testimony.
Compensation for this work is not included in this contract. Compensation will be
provided as Additional Services, additional time and expenses incurred to perform
this work will be at the rates outlined in the attached Fee Schedule.
K. Bid Assistance:
The Engineer shall assist the City during the project bid phase. The work will
include the distribution of bid documents, attendance at the pre -bid meeting as a
representative of the City, addenda distribution as necessary to clarify the Contract
Documents, attend the bid opening with the City, prepare a bid tabulation to verify
the accuracy of the bids, verify the proper bond documents, and make
recommendation to the City for project award.
The project award recommendation shall complete the Engineering work under this
portion of the contract.
V. TIME SCHEDULE PROPOSAL
All work on this project shall be completed within 250 Calendar days from the Notice to
Proceed in December, 1992. Time extension will be reviewed by the City for delays
beyond the Engineer's control.
The Engineer will provide to the City a detailed schedule of the necessary work elements
to perform the final design. A monthly progress report will be provided to the City.
VII. ACCEPTANCE AND APPROVAL
Work performed under this specification shall be subject to review and examination by
the Director of Public Works or his authorized representative any place where such work
is being performed. The City of Pueblo shall have the right to reject inaccurate or
substandard work at any time. All rejected work shall be satisfactorily correct and
replaced without cost to the City of Pueblo. As soon as practical after delivery for review,
all materials submitted will be checked. The Engineer shall coordinate operations to
permit a reasonable and rapid check of the work by the City representative in order to
assure that the accuracy and quality of workmanship comply in all aspects with the terms
and provisions of this specifications.
FINAL DESIGN SCOPE OF WORK
PAGE 8
A final meeting will be held when all design work is completed. This will be a joint review
with the City's representatives and the Engineer to discuss the design and answer
questions by either party.
Upon completion of the contract all materials and data used by the Engineer for preparing
the design shall become the sole property of the City of Pueblo. These materials and
data shall include any and all notes, computations, plans, maps, photographs and other
pertinent materials.
VIII. 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.
IX. CONTINUATION OF WORK INTO THE CONSTRUCTION PHASE
Upon satisfactory completion of the above design work, the City if desired can request
a proposal from the Engineer to continue the administration and monitoring of the project
during the construction period.
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 $351,642.00 Dollars as shown in Exhibit 1.
It is understood and agreed that the hourly rates and reimbursable expenses shall apply
for all work which the Director of Public Works instructs the Engineer to perform. The City
further agrees to reimburse the Engineer for all costs incurred for work which is performed by
each subcontractor at the hourly rates and the reimbursable expenses shown for each
subconsultant respectively in Exhibit 3. The Engineer agrees to establish and maintain records
in such form for work to be performed hereunder as the Director of Public Works or the City's
Auditor may require and to make such records available to the City for any audit it deems
necessary. The Engineer shall submit to the City at the end of each month a detailed statement
of the total amount due for work performed during that month along with a statement of progress
covering the status of the work and the percentage of the whole that has been accomplished.
ADDITIONAL SERVICES: The Engineer shall also perform work, hereinafter referred to
as Additional Services, which relates to the work covered by this Agreement but which the
Director of Public Works determines is either not described in or exceeds the requirements in
APPENDIX "B" FEE SCHEDULE
PAGE 2
the Engineer's Scope of Work. If the Director of Public Works requests such work in writing or
the Engineer believes that certain work should be performed which falls in this category, the
Engineer shall submit a written description of such Additional Service to the Director of Public
Works along with a schedule and an estimate of its cost. The Engineer and the Director of
Public Works shall agree on a schedule, payment procedure and cost for each such Additional
Service and the Director of Public Works shall approve such schedule, payment procedure and
cost in writing before work begins. The Engineer shall be paid for approved Additional Services
as a lump -sum fee if the parties have agreed to a lump -sum fee for completing the service. If
no lump -sum fee has been agreed upon, Engineer shall be paid based upon the hourly rates
for personnel and expenses to perform the service which are shown in the hourly rate schedules
that are located in Exhibit 2. If this payment procedure is used, Engineer shall submit to the City
monthly invoices for the work performed. Services rendered by the Engineer during any period
of extended delay or stoppage of the Program which is not the fault to the Engineer shall be paid
for and may, at the option of the City, be charged as an Additional Service.
EXHIBIT 1
CITY OF PUEBLO
MAIN STREET BRIDGE REPLACEMENT
LONCO PROJECT NO. 9371.3
FINAL DESIGN COST PROPOSAL
SUBCONSULT
P.I.C.
P.M.
P.E.
D.E.
CAD
CLER.
EXPENSES
TOTAL COST
MEETINGS
MONTHLY PROGRESS WI CITY 8
$800
16.0
48.0
48.0
16.0
0.0
0.0
$100
$10,500
CITY COUNCIL 1
$100
6.0
6.0
12.0
0.0
0.0
0.0
$400
$2,360
FINAL DESIGN W/ CITY 1
$100
6.0
8.0
8.0
6.0
0.0
0.0
$100
$2,300
ADDITIONAL MEETINGS W/ CITY 4
$400
8.0
28.0
28.0
0.0
0.0
0.0
$200
$5,520
RAILROAD MEETINGS (l)
$100
6.0
12.0
12.0
0.0
0.0
0.0
$1,800
$4,240
NEIGHBORHOOD(l)
$200
8.0
8.0
8.0
0.0
0.0
0.0
$100
$2,220
TEAM MEETINGS
$200
8.0
16.0
20.0
20.0
0.0
0.0
$200
$5,000
SURVEYS
TOPOGRAPHIC/CONTROL
$7,500
1.0
4.0
4.0
40.0
20.0
0.0
$100
$11,450
RIVER HYDRAULIC SECTIONS
$1,600
1.0
2.0
2.0
20.0
0.0
0.0
$50
$3240
RIGHT -OF -WAY
$500
1.0
2.0
6.0
24.0
20.0
0.0
$100
$3,470
GEOTECHNICAL INVESTIGATION
$10,000
1.0
1.0
2.0
10.0
0.0
0.0
$50
$10,960
ENVIRONMENTAL ASSESSMENTS
$4,000
1.0
16.0
8.0
4.0
0.0
4.0
$250
$6,540
FINAL DESIGN
LIFE -CYCLE COST ANALYSIS
$0
4.0
20.0
20.0
20.0
8.0
0.0
$300
$5,164
STORM WATER SYSTEM ANALYSIS
$1,100
4.0
8.0
16.0
55.0
8.0
16.0
$200
$7,504
DRAINAGE
$0
2.0
4.0
24.0
40.0
20.0
8.0
$0
$5,580
HYDROLOGY
$0
2.0
2.0
4.0
20.0
0.0
4.0
$0
$1,940
HYDRAULICS
$2,500
1.0
1.0
2.0
40.0
0.0
2.0
$0
$5,270
WATER QUALITY PERMIT
$0
1.0
4.0
4.0
8.0
8.0
4.0
$0
$1,594
UTILITY COORDINATION
$1,000
4.0
30.0
10.0
20.0
30.0
4.0
$0
$6,920
R.O.W.
$2,500
1.0
2.0
2.0
4.0
4.0
2.0
$0
$3,342
TITLE SHEET 1
$0
0.0
1.0
1.0
4.0
8.0
0.0
$0
$694
INDEX SHEET 1
$0
0.0
1.0
2.0
8.0
16.0
0.0
$0
$1,308
SITE LOCATION PLAN 1
$0
1.0
1.0
1.0
2.0
8.0
0.0
$0
$664
STANDARD PLANS 1
$0
0.0
1.0
1.0
4.0
4.0
0.0
$0
$542
GENERAL NOTES 1
$0
1.0
1.0
4.0
16.0
16.0
16.0
$0
$2,498
TRAFFIC CONTROL/DETOUR
$8,500
1.0
1.0
2.0
8.0
4.0
0.0
$0
$9,442
SUMMARY OF QUANTITIES
$0
0.0
1.0
20.0
60.0
30.0
0.0
$0
$6,220
TABULATION SHEETS 3
$0
0.0
1.5
20.0
60.0
40.0
0.0
$0
$6,640
TYPICAL SECTIONS
$0
1.0
1.0
20.0
40.0
20.0
0.0
$0
$4,730
ROADWAY PLAN &PROFILES 4
$0
1.0
2.0
40.0
40.0
60.0
0.0
$0
$7,730
PAVING DETAILS
$0
1.0
1.0
20.0
20.0
20.0
0.0
$0
$3,530
SIGNING & STRIPING 4
$0
2.0
2.0
20.0
20.0
40.0
0.0
$0
$4,460
UTILITY PLANS & DETAILS 4
$0
0.0
2A
4.0
16.0
24.0
0.0
$0
$2,312
LIGHTING PLAN & DETAILS 4
$0
2.0
2.0
2.0
24.0
8.0
0.0
$0
$2,224
RETAINING WALL PLANS
$0
1.0
2.0
16.0
16.0
8.0
0.0
$0
$2,634
RETAINING WALL DETAILS 2
$0
1.0
2.0
12.0
12.0
8.0
0.0
$0
$2,114
DEMOLITION PHASINGIDETAILS
$0
4.0
8.0
28.0
28.0
16.0
0.0
$0
$5,248
GENERAL NOTES & SUM. QUAN.
$0
0.0
4.0
20.0
50.0
30.0
16.0
$0
$6,340
GENERAL LAYOUT
$0
1.0
2.0
20.0
40.0
30.0
0.0
$0
$5,190
CONSTRUCTION LAYOUT/PILINGS
$0
1.0
2.0
10.0
100.0
30.0
0.0
$0
$8,090
GEOLOGY
$0
0.0
2.0
5.0
20.0
30.0
0.0
$0
$2,850
ABUTMENT DETAILS
$0
1.0
2.0
20.0
60.0
70.0
0.0
$0
$7,910
PIER PLANS
$0
1.0
2.0
10.0
60.0
40.0
0.0
$0
$6,070
PIER DETAILS
$0
1.0
2.0
20.0
70.0
50.0
0.0
$0
$7,750
SUPERSTRUCTURE DETAILS
$0
1.0
2.0
10.0
40.0
30.0
0.0
$0
$4,490
DECK PANEL LAYOUT/PRECAST DECK (2)
$0
1.0
2.0
10.0
30.0
30.0
0.0
$0
$3,890
GIRDER DETAILS 4
$0
1.0
2.0
10.0
240.0
80.0
0.0
$0
$18,390
DIAPHRAGM DETAILS
$0
1.0
1.0
10.0
30.0
30.0
0.0
$0
$3,810
BRIDGE RAIL DETAILS
$0
1.0
2.0
40.0
80.0
40.0
0.0
$0
$9,370
CHAIN LINK FENCE SPECIAL
$0
1.0
0.0
10.0
20.0
30.0
0.0
$0
$3,130
APPROACH SLAB DETAILS
$0
0.0
0.0
5.0
20.0
20.0
0.0
$0
$2,310
BRIDGE DECK ELEVATIONS 4
$0
1.0
0.0
10.0
20.0
20.0
0.0
$0
$2,750
ROADWAY APPROACHES
$0
0.0
0.0
5.0
20.0
20.0
0.0
$0
$2,310
ERECTION SEQUENCE
$0
1.0
0.0
30.0
30.0
40.0
0.0
$0
$5,510
PROJECT CONSTRUCTABILITY REPORT
$12,866
1.0
4.0
40.0
24.0
0.0
24.0
$0
$18,236
PRINTING CHECK SETS ETC
$0
1.0
0.0
0.0
0.0
80.0
0.0
$4,800
$7,930
SPECIFICATIONS
$0
1.0
16.0
40.0
32.0
0.0
60.0
$600
$8,490
INDEPENDENT DESIGN CHECK
$28,952
1.0
24.0
24.0
120.0
80.0
0.0
$200
$43,082
PRE -BID MEETING
$0
0.0
5.0
0.0
0.0
0.0
0.0
$0
$400
CALLS /ASSIST BID
$0
0.0
8.0
20.0
20.0
40.0
16.0
$0
$5,240
SUBTOTAL DESIGN
$82.918
115.0
321.5
802.0
1831.0
1228.0
160.0
1 $9,550
$351
EXHIBIT 2
LONCO, INC.
HOURLY CHARGES AND EXPENSES 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 percent annual escalation rate will be added to these
figures for each year beyond 1994.
Engineering Aid
$ 18.00 /Hr.
Secretarial & Clerical
$ 28.00 /Hr.
Specification Writer
$ 32.00 /Hr.
Draftsperson I and Tech 1
$ 30.00 /Hr.
CAD 1
$ 32.00 /Hr.
Draftsperson II and CAD II
$ 36.00 /Hr.
CAD Sr.
$ 40.00 /Hr.
Engineer I and Jr. Designer
$ 43.00 /Hr.
Engineer II
$ 50.00 /Hr.
Engineer III and Sr. Designer
$ 55.00 /Hr.
Engineer IV
$ 60.00 /Hr.
Engineer V
$ 65.00 /Hr.
Project Engineer /Manager
$ 75.00 /Hr.
Principal
$ 92.00 /Hr.
When authorized in advance by the client, 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, long- distance telephone calls, field office expenses, computer charges,
reproduction, postage and fees paid to regulator agencies.
Equipment and Expense Charges:
CAD Work Station /Plotter
$ 15.00 /Hr.
Computer
$ 10.00 /Hr.
Mileage
$ 0.28 /Mile
Photo Copies
$ 0.12/Ea.
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.
September 1993
EXHIBIT 3
LONCO, INC.
HOURLY CHARGES AND EXPENSES CONSULTING 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 1993.
KLH Engineering Group
Principal I
Principal II
Senior Engineer
Project Engineer
Engineer V
Engineer IV
Engineer III
Engineer II
Engineer I
Construction Supervisor
Construction Inspector I
Drafter II
CAD Operator
2 -Man Survey Crew
3 -Man Survey Crew
Clerical I
Clerical II
Finley McNary
Principal Engineer
Senior Bridge Engineer
Bridge Engineer
Bridge Designer
Senior Technician
Technician
Detailer
Clerical
CH Hill
$105.00 /hr
95.00
55.00
45.00
50.00
40.00
25.00
30.00
Engineer VI
$103.85/hr
Engineer IV
76.73
Engineer III
66.65
Engineer II
59.68
Technician IV
59.08
Technician III
49.60
Clerical
34.10
$65.00 /hr
60.00
55.00
50.00
45.00
42.50
40.00
37.50
35.00
40.00
30.00
30.00
40.00
64.00
76.00
27.50
20.00
Engineers, Inc.
LINCOLN DeVORE, INC.
FEE SCHEDULE
PROFESSIONAL SERVICES
Engineering, Geology and Technical Services
Principal Engineer ...............................
$ 70.00 /hr.
Senior Engineer ... ...............................
60.00 /hr.
Senior Geologist .. ...............................
60.00 /hr.
Staff Engineer .... ...............................
45.00 /hr.
Staff Geologist ... ...............................
45.00 /hr.
Engineering Technician with Vehicle ..............
28.00 /hr.
+ test
Engineering Technician with Nuclear Gauge,
Full- Time ....... ...............................
260.00 /day
(max. rate)
Special Inspector, Senior Technician, Welding,
Masonry, Batch Plant Inspection ................
45.00 /hr.
Drilled Pier or Pile Driving Inspector...........
45.00 /hr.
Non - Destructive Testing, Technician & Equipment..
Quotation
Sampl ing .......... ...............................
35.00 /hr.
Drafting .......... ...............................
Design/ Drafting
30.00 /hr.
35.00 /hr.
... ...............................
COURT APPEARANCE
Engineer or Geologist (minimum 1/2 day) .......... $120.00 /hr.
Preparation of Testimony ....................... 70.00 /hr.
Supervisor, Technician or Inspector (min. 112 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 ........................ 1 hour
Sampling.......... ............................... 1 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
CONTRACT DRILLING. SAMPLING. FIELD TESTS
ASTM
D 420
Subsurface Explorations
D1452
Augering:
2 -man crew (driller and helper) CME -45
CME -55
D2922/
3 -man crew (includes geologist) CME -45
3017
CME -55
Hollow Stem Auger Add
D1556
Continuous Sampler Add
D1586
Penetration Test: 0 -40 feet
40 -70 feet
Over 70 feet
D1587
Thin - Walled Tube Samples (Shelby):
0 -40 feet
40 -70 feet
Over 70 feet
D3550
California (Ring Lined Barrel)
D4429
Field CBR (California Bearing Ratio)
D3441
Cone Penetrometer
D4220
Transporting and Storing Samples
Piezometer Installation:
Installation of 1- 1/2 -2" PVC Casing
Full Installation (incl. materials)
Water Quality (flush thread)
Monitoring Well Installation
Diamond Coring or Rotary Drilling
Water Truck: without Driver
with Driver
Auxiliary Equipment (air compressor,
geophysical equipment, backhoe)
Drill Rig Travel CME -45
CME -55
Drill Rig Standby Time
FIELD TESTS
ASTM
Seismic Survey
Rippability Study
Resistivity Survey
Gas Monitor Survey
D2922/
3017
In -Place Density and Moisture Content,
Nuclear Gauge Method
D1556
Sand Cone Method
Radon Test
Quotation
$ 85.00 /hr.
90.00 /hr.
135.00 /hr.
140.00 /hr.
10.00 /hr.
10.00 /hr.
12.00 /ea.
18.00 /ea.
30.00 /ea.
14.00 /ea.
20.00 /ea.
32.00 /ea.
14.00 /ea.
Quotation
Quotation
Quotation
2.50 /foot
10.00 /foot
Quotation
Quotation
Quotation
12.00 /hr.
34.00 /hr.
Cost + 20%
85.00 /hr.
90.00 /hr.
70.00 /hr.
$105.00 /hr.
Quotation
75.00 /hr.
45.00 /hr.
$ 8.50 /test
• Technician
8.50 /test
• Technician
Quotation
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
ASTM
D 422 Particle Size Distribution
Hydrometer Analysis ( -I1200 full)
Sieve Analysis (0200 to #4)
Sieve Analysis (plus #4)
D4318 Atterberg Limits
Liquid Limit (LL)
Plastic Limit (PL)
Plasticity Index (PI)
Shrinkage Factors (SL and SR)
Air Dried Sample (PL and LL)
D2487 Unified Soil Classification (Laboratory)
D2487 Unified Soil Classification (Visual)
D2448 A.A.S.H.T.O. Soil Classification
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)
$ 40.00 /ea.
30.00 /ea.
35.00 /ea.
16.00 /ea.
16.00 /ea.
32.00 /ea.
24.00 /ea.
60.00 /tot.
80.00 /ea.
20.00 /ea.
84.00 /ea.
$ 90.00 /ea.
90.00 /ea.
65.00 /ea.
65.00 /ea.
32.00 /ea.
85.00 /ea.
30.00 /ea.
165.00 /ea.
3
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" - INDENTIFICATION OF , PERSONNEL, SUBCONTRACTORS AND TASK RESPONSIBILITY
CITY OF PUEBLO
TO M CVAR
LONCO TEAM FIRMS
LONCO DENVER, CO
KLH ENGINEERING GROUP PUEBLO, CO
FINLEY McNARY DENVER, CO
LINCOLN — DEVORE PUEBLO, CO
MARK GURULE PUEBLO, CO
CH2M HILL DENVER, CO
PROJECT ADMINISTRATION
LONCO, INC.
WILLIAM HAMOUZ, P.E.
MARK HAMOUZ, P.E.
SURVEY/
RIGHT -OF -WAY
KLH ENGINEERING
)AVE STRAVIA. P.L.S.
PUBLIC RELATIONS
LANCO. MVC.
MARK HAMOUZ, P.E.
WILLIAM HAMOUZ, P.E.
KLH ENGINEERING
RAY KOESTER, P.E.
MARK GURULE
MARK GURULE
UTILITY III ENVIRONMENTAL
LONCO. INC.
LON0 INC.
MARK HAMOUZ. P.E.
MARK HAMOUZ, P.E.
KLH ENGINEERING
KLH ENGINEERING
DAVE STRAVIA, P.L.S.
RAY KOESTER, P.E.
LINCOLN— DEVORE
LARRY FRANK, P.G.
GEOTECHNICAL
TRAFFIC ANALYSIS
RAILROADS
LINCOLN— DEVORE CH M HILL LONCO, INC. _
LARRY FRANK, P.G. MARY VOBEJDA. P.E. MARK HAMOUZ, P.E.
GEORGE MORRIS, P.E. WILLIAM HAMOUZ, P.E.
BRIDGE & ROADWAY
LANCO, INC.
JESSIE FITZGERALD, P.E.
CURTIS HORTON, P.E.
DEREK JOHNSON, E.I.T.
DAN BECHTOLD, E.I.T.
TOM GIROUX, E.I.T.
FINLEY MCNARY
SCOTT MCNARY, P.E.
THOMAS STELMACK. P.E.
HYDRAULICS
LONCO, INC.
CURTIS HORTON. P.E.
TOM GIROUX, E.I.T.
1
CONSTRUCTION ADMINISTRATION
MANAGEMENT
LONCO. INC.
MARK HAMOUZ, P.E.
JESSIE FITZGERALD, P.E.
TOM GIROUX, E.I.T.
KLH ENGINEERING
DAVE STRAVIA, P.L.S.
ASSISTED BY ALL SUBCONSULTANTS
SPECIAL STRUCTURAL SERVICES
I LONCO. INC.
r RANDALL DELANCEY, P.E.