HomeMy WebLinkAbout900295.tiff RESOLUTION
RE: APPROVE CONTRACT FOR WELD COUNTY BRIDGE NO. 19/68A AND
AUTHORIZE CHAIRMAN TO SIGN
WHEREAS, the Board of County Commissioners of Weld County,
Colorado, pursuant to Colorado statute and the Weld County Home
Rule Charter, is vested with the authority of administering the
affairs of Weld County, Colorado, and
WHEREAS, the Board has been presented with a Contract for
Engineering Services between Weld County and Creative Structures,
Inc. , and
WHEREAS, said Contract is for the design of Weld County
Bridge No. 19/68A, with the further terms and conditions being as
stated in said Contract, and
WHEREAS, after study and review, the Board deems it advisable
to approve said Contract, a copy being attached hereto and
incorporated herein by reference.
NOW, THEREFORE, BE IT RESOLVED by the Board of County
Commissioners of Weld County, Colorado, that the Contract for
Engineering Services between Weld County and Creative Structures,
Inc. , for the design of Weld County Bridge No. 19/68A be, and
hereby is, approved.
BE IT FURTHER RESOLVED by the Board that the Chairman be, and
hereby is, authorized to sign said Contract.
The above and foregoing Resolution was, on motion duly made
and seconded, adopted by the following vote on the 4th day of
April, A.D. , 1990 .
H'r /2J_ lecukCnk� BOARD F COUNTY COMMISSIONERS
ATTEST: / WELD NTY, COLORADO
Weld County Clerk and Recorder /!�
and Clerk to the Board ene R. Brantner, C airman
Thn7? N_, o.' eorge 9tenn� Pro- em
eputy County Chrk
APPROVED AS TO FORM: onstance L. arbert
C:1111-72:1‘::
C.W. Kirby
771,271-4-7
O
County Attorney EXCUSED
Gordon E. Lacy
900295
CONTRACT FOR ENGINEERING SERVICES
FOR
WELD COUNTY BRIDGE NO. WEL 019.0-068.OA
THIS AGREEMENT, made and entered into this 4th day of
April , 1990, by and between the COUNTY OF WELD, of the
State of Colorado, with offices at 915 - 10th Street, P. 0. Box 758,
Greeley, Colorado, 80632, hereinafter referred to as "County", and the
professional consulting firm of CREATIVE STRUCTURES, INC. , with an office
at 2006 - West 120th Avenue, Suite B, Denver, Colorado, 80234,
hereinafter referred to as "Engineer".
W I T N E S S E T H :
THAT WHEREAS, the County has established a program of design and
construction of public improvements for Weld County Bridge No.
WEL 019.0-068.OA; and
WHEREAS, the County desires to obtain professional engineering
services for the design of public improvements related to the
heretofore-mentioned project; and
WHEREAS, Engineer represents that they possess the necessary
qualifications to perform these services.
NOW, THEREFORE, for the consideration herein expressed, it is
hereby agreed as follows by and between the County and Engineer:
I. EMPLOYMENT OF ENGINEER.
The County hereby agrees to engage Engineer and the Engineer
hereby agrees to perform the services hereinafter set forth.
II. PROJECT DESCRIPTION
This project will consist of the following improvements:
A. The design of a vehicular bridge on County Road 19
between State Highway 392 and County Road 70 and
crossing the Windsor Reservoir Annex near Windsor,
Colorado.
B. The design of the approach roadways on each side of the
bridge.
III. SERVICES TO BE PROVIDED BY THE ENGINEER
A. Design Criteria
All work shall be in compliance with the following:
Bridge design based on HS 20-44 loading.
Standard Specifications for Highway Bridges, AASHTO,
latest edition
Page 1
900295
A Policy on Geometric Design of Highways and Streets,
AASHTO, latest edition
Standard Specifications for Road and Bridge
Construction, CDOH, latest edition
M & S Standards, CDOH, latest edition
Uniform Manual of Traffic Control Devices, FHWA,
latest edition
Contract between Weld County and Consultant.
B. Pre-Design Meeting
Attend Pre-Design meeting with Weld County to discuss
the scope of work and design parameters.
C. Subsurface Exploration
Drill test holes and obtain samples.
Determine relevant soil characteristics.
For pavement design, determine R-values using Vheem test
procedure for two representative samples, one from each
side of bridge.
Prepare soils investigation report.
D. Survey
Locate existing corners and establish ties to existing
corners.
Establish horizontal control and vertical control.
Survey topography.
Survey roadway cross sections at 50 feet stations and
at road approaches, if applicable.
Survey data pertinent to hydrology and hydraulic study, if
required.
Submit copy of field book to Weld County for use during
construction.
E. Utility Coordination
Contact all utilities involved regarding project and
meet with utilities at project site to locate existing
and proposed facilities.
Determine impact of project on utilities and resolve
adjustments, if any.
F. Preliminary Hydrology and Hydraulic Design
Obtain historical data from canal company.
Perform hydraulic analysis based on features of canal.
Determine size and skew of structure.
G. Preliminary Structure Design
Determine foundation type based on soils investigation.
Determine feasible superstructure alternatives.
Select type of superstructure.
Prepare general layout for substructure and
superstructure.
Page 2
900295
H. Preliminary Roadway Design
Design horizontal and vertical alignment, if
applicable.
Determine roadway typical cross section.
Plot roadway plan and profile on plan sheet.
Perform pavement structure design.
I. Preliminary Right-of-Way and Easements
Determine preliminary ROW and easements required
from preliminary structure design and roadway design.
J. Preliminary Design Report
The Preliminary Design Report shall include the
following:
Soils Investigation Report
Substantiate selection of superstructure based on
cost analysis.
Plan sheets to include:
General layout of substructure and superstructure
Roadway plan and profile
Typical roadway cross section
Submit for review and approval.
K. Final Hydrology and Hydraulic Design
Review preliminary hydrology and hydraulic design and
update in accordance with Preliminary Design Report
review.
Determine if embankment protection is required.
L. Final Structure Design
Revise the preliminary structure design incorporating
comments from the Preliminary Design Report review and
proceed with the final design.
M. Final Roadway Design
Revise the preliminary roadway design incorporating
comments from the Preliminary Design Report review and
proceed with the final design.
Plot roadway cross sections including road approaches,
if any.
N. Final Right-of-Way and Easements
Include the limits of the existing right-of-way and new
right-of-way, if applicable, in the plan sheets.
Include the limits of new easements, if applicable, in
the plan sheets.
Incorporate the property owner names in the plan sheets,
if applicable.
Generate legal descriptions for new right-of-way, if
applicable, certified to by registered land surveyor.
0. Utility Coordination
Subsequent to the Preliminary Design Report review
adjustments shall be made as necessary. 9
Page 3 900295
P. Traffic Control Plan
Determine detour route and submit to Weld County for
approval.
Prepare traffic control plan.
Q. Final Plan Sheets
Revise preliminary plan sheets to include changes from
the Preliminary Design Report review.
The final plan sheets are to include the following:
Sheet Index
Project site map with detour route and traffic
control signing
Summary of approximate quantities
Roadway general notes and typical cross section
Roadway plan and profile - stationing; construction
centerline; section line; corners; ties to
corners; temporary benchmark elevation and
location; existing and proposed contours;
topography; existing and proposed drainage,
if applicable; utilities; existing right-of-way;
new right-of-way, if applicable; new
easements, if applicable; names of property
owners, if applicable; vertical curve design
data, if applicable; horizontal curve design
data, if applicable
Bridge general notes
Geology data - location of test holes, boring log
and legend, soil test results
Hydrology/hydraulic data - flow line elevation,
freeboard, design flow, design velocity.
Piling layout including estimated pile tip elevation
and actual pile load or caissons layout, if
applicable.
Substructure layout and details including embankment
protection, if required.
Superstructure layout and details
Bridge rail and guardrail layout and details
Roadway cross sections - construction centerline;
profile grade elevations; existing right-of-way
or new right-of-way, if applicable; road
approaches, if applicable.
Compute final quantities based on final design.
Final quantities shall also be independently
computed and compared.
Compute total construction cost based on final
quantities.
Write special provisions as required due to deviations
of CDOH standard specifications.
Compute bridge ratings for CDOH HS 20 Inventory, HS 20
Operating, Type 3 Operating, Type 3S2 Operating and
Type 3-2 Operating vehicles.
Page 4
900295
Submit copy of all design and quantity computations.
Submit final plan sheets and special provisions, if
required, for review and approval.
R. Completion of Design Phase
Incorporate corrections to final plan sheets and special
provisions, if required, in accordance with the review as
necessary.
Transmit the original drawings to Weld County.
S. Construction Phase
Review shop drawings.
Provide consultation during construction.
IV. COUNTY'S RESPONSIBILITIES
The County shall:
A. Provide to the Engineer full information as to the
County's requirements.
B. The County shall receive and examine documents
submitted by the Engineer, interpret and define the
County's policies, and render decisions and
authorizations in writing promptly to prevent
unreasonable delay in the progress of the Engineer's
services.
C. Make available any and all information, requested by
the Engineer, in existing County files pertinent to the
project site which shall include, but not be limited
to, utility companies, right-of-way, roads, adjoining
property, improvements, traffic counts, projected
traffic counts, surveys and plats.
D. Provide legal and insurance counseling services
necessary for project.
E. Furnish above services at the County's expense, in
such a manner that the Engineer may rely upon them in
the performance of his services under this Agreement.
F. The County will print all construction documentation
(contract documents, technical specifications, and
drawings). Distribution to prospective bidders will
also be performed by the County.
Page 5
960295
G. Arrange for or guarantee full and free access for the
Engineer to enter upon all property required for the
performance of the Engineer's services under this
Agreement.
H. For the required design work and services described
herein before the County agrees to pay the Consultant,
and the Consultant agrees to accept lump sum compensation
as follows:
1. Services in preparation of plans, special
provisions, estimates, and ratings $ 9,795.77
2. Review of shop drawings and consultation
during construction $ 225.00
3. Total lump sum not to be exceeded without
a Change Order $10,020.77
All invoices shall be submitted by the Consultant to the
County for payment pursuant to the terms of this contract.
Upon approval thereof, the County will pay the appropriate
amount of each invoice to the Consultant within 30 days of
receipt of the invoice. Progress payments may be claimed
on a monthly basis as follows:
Lump Sum Contracts: The percentage of the total lump
sum fee that represents the ratio of work performed
during the month to the total amount of work.
V. TIME OF PERFORMANCE
The Preliminary Design will be submitted to the County for
review within forty-five (45) days of the Authorization to
Proceed. The Final Design will be submitted to the County
for review within forty-five (45) days of the date of
Authorization to Complete Design.
VI. TERMINATION OF AGREEMENT
This Agreement may be terminated for cause by the County or
Engineer upon fifteen (15) days written notice. In the
event of termination, Engineer shall be paid for services
performed to termination date as mutually determined by
County and Engineer.
Page 6
900295
VII. CHANGE OR EXTRA WORK
In the event the County shall require changes in the scope of
work to be performed, which said changes cause an increase or
decrease in the Engineer's total lump sum fee, the Engineer
shall be compensated as mutually agreed upon by and among the
County and Engineer. Any claim by the Engineer for compensation
must be made in writing prior to performance of any changed
work or services.
VIII. INSURANCE
The Engineer shall carry the following minimum amounts of
insurance:
(1) Workmen's Compensation in statutory limits
(2) Comprehensive General and Automobile Liability
Policy for amounts not less than:
Bodily Injury
$400,000 each occurrence
or $500,000 combined
and single limit
Property Damage
$100,000 each occurrence
(3) Architects' and/or Engineers' Professional
Liability Policy for amounts not less than
$250,000.00 aggregate
Said insurance shall be maintained in full force and affect
during the term of this contract and for two (2) calendar
years thereafter. Certificates showing the Engineer is
carrying the above described insurance shall be furnished to
the County prior to commencement of the work.
Said insurance shall include as an additional named insured,
Weld County, Colorado, by and through the Board of Weld
County Commissioners, including its agents and employees.
IX. VENUE
This transaction shall be governed by the laws of the
State of Colorado.
X. NON-DISCRIMINATION
The Engineer shall not commit any of the following
employment practices and agrees to prohibit the following
practices in any subcontracts.
A. To discharge from employment or refuse to hire any
individual because of their race, color, religion,
sex, national origin, disability, age, or marital
status. Page 7
300295
B. To discriminate against any individual in terms,
conditions, priviledges or employment because of their
race, color, religion, sex, national origin,
disability, age, or marital status.
XI. BENEFITS
The Engineer, as an independent contractor, its agents or
employees, will receive no benefits directly or indirectly
that accrue to County employees, in the performance of this
contract.
XII. OWNERSHIP OF ENGINEERING DOCUMENTS
A. All tracings, plans, specifications, estimates, and
miscellaneous items purported to contribute to the
completeness of the work shall be delivered to and
become the property of the County. Reproducible copies
of drawings and plans will be retained by the Engineer.
B. Basic survey notes, sketches, charges, computations and
other data prepared hereunder shall be made available
to the County upon request.
C. All documents, including drawings and specifications
prepared by the Engineer pursuant to this Agreement are
instruments of services in respect to the project.
They are not intended or represented to be suitable for
reuse by County or others on extensions of the project
or on any other project. Any reuse without written
vertification or adaptation by Engineer for the
specific purpose intended will be at County's sole risk
without liability or legal exposure to Engineer and the
County shall indemnify and hold harmless the Engineer
from all claims, damages, losses and expenses including
attorney's fees arising out of, or resulting therefrom.
Any such verification or adaptation will entitle
Engineer to further compensation at rates to be agreed
upon by County and Engineer.
Page 8
300295
EXECUTED this 4th day of April , A.D. , 1990.
COUNTY OF WELD
ariblett
Gene R. Brantner
ATTEST: lP�ktltid Chairman
BOARD OF COUNTY COMMISSIONERS
Weld County erk and Recorder
and Clerk to the Boa
D puty County Cle
CREATIVE,STRlI,BO2URES, 2dC.
BY: p
TITLE: Pre. j Iden-I-- p
DATE: �• kirc,h ZS, e9O
APPROVED AS TO FORM:
Y, - County Attorney
Page 9
960295
CERTIFICATION OF ENGINEER
I hereby certify that I am the duly authorized representative of
the firm of Creative Structures, Inc. , whose address is 2006 - West
120th Avenue, Suite B, Denver, Colorado, 80234, and that neither I nor the
above firm I hereby represent has:
A. employed or retained for a commission, percentage,
brokerage, contingent fee, or other consideration, any firm
or person (other than a bona fide employee working solely
for me or the above Engineer) to solicit or secure this
contract;
B. agreed, as an expressed or implied condition for obtaining
this contract to employ or retain the services of any firm
or person in connection with carrying out the contract; or
C. paid, or agreed to pay, to any firm, organization or person
(other than a bona fide employee working solely for me or
the above Engineer) any fee, contribution, donation, or
consideration of any kind for, or in connection with,
procuring or carrying out the contract;
except as here expressly stated (if any):
tee
March Z51 1990 _ deers L
(Date) (Signature)
Page 10
0295
CERTIFICATION OF WELD COUNTY
I hereby certify that I am the duly authorized representative of
Weld County, State of Colorado, and that the above Engineer or his
representative has not been required, directly or indirectly as an
expressed or implied condition in connection with obtaining or
carrying out this contract to:
A. employ or retain, or agree to employ or retain, any firm or
person; or
B. pay, or agree to pay to any firm, person, or organization,
any fee, contribution, donation, or consideration of any
kind;
except as here expressly stated (if any):
April 4, 1990
(Date) ene R. Brantner
Chairman,
BOARD OF COUNTY COMMISSIONERS
ATTEST:7r ,(�)
Weld County erk and Recorder
and Clerk to the Board
1 67/1G-fruSi." ( 1
\eputy County Clerk
Page 11
9CAJ2955
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PRODUCER
THIS CERTIFICATE is ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,
Professional Liability Marketin EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
90 Madison, Suite COMPANIES AFFORDING COVERAGE
Denver, Colorado 8020020 6
COMPANY A
LETTER
Associated International Ins. Co.
COMPANY B
i, INSURED LETTER
Creative Structures, Inc. COMPANY
2006 West 120th Ave. . Suite B LETTER C
j; Denver, Colorado 80234 COMPANY D
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' >. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOC:)MENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY
'' BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS,AND CONDI-
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--Mi COMMERCIAL GENERAL LIABILITY PHO,DI;CTS•COMP?O?S ACiIRECATE $
CLAIMS MADE []OCCURRENCE PE.60\A,3 i,i`.•EH'ISi'.C INJURY $
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AUTOMOBILE LIABILITY y
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AEP-450-230 5/27/89 5/27/90 --.
DESCRIPTION OF OPERATIONS!LOCATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS
. This certificate of Insurance neither affirmatively nor negatively amends, extends, or
w'' alters the coverage or any provision of the policy listed above.
'.CERTIFICATE HOLDER At cELLA IOM_. j:,,t%-, ; ..z ,y t
'°` SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX.
T1 Board of Commissioners ' PIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
f' Weld County of' Colorado MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
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90 WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY
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WJ HARTFORD CASUALTY INSURANCE COMPANY 14397
INDIANAPOLIS, INDIANA 46286
POLICY NO: 72 WJ EG9098 W 02 RENEWAL
1. NAMED INSURED AND CREATIVE STRUCTURES INC.
MAILING ADDRESS: 2006 WEST 120TH AVE #8
DENVER, CO. 80234
THE NAMED INSURED IS:
CORPORATION
OTHER.WORKPLACES.WORKPLACES NOT SHOWN ABOVE:
2006 WEST 120TH AVE #8 DENVER CO
2. POLICY PERIOD: FROM 01-01-90 TO 01-01-91, 12:01 A.M.
STANDARD TIME AT THE INSUREDS MAILING ADDRESS
PRODUCER'S CODE: 180322
PRODUCER'S NAME: ASSOC AOMIN E CONSULTANTS INC
PREVIOUS POLICY NO: 72 WJ EG9098
POLICY PROVISIONS FORM NO: WC 99 00 00
BUSINESS OF NAMED INSURED: CONSULTING ENGINEERING FIRM
AUDIT PERIOD: ANNUAL
TOTAL ESTIMATED ANNUAL PREMIUM $235
POLICY MINIMUM PREMIUM $217 CO
COUNTERSIGNED 8Y /) A I A t (LA .,y 6A.,-)
AUTHORIZED AGENT
FORM WC 00 00 01 T (PRINTED IN U.S.A.) 900295CONTINUED ON NEXT PAGE
10-29-89 72 WJ EG9098 (01-01-91) X 072 --
POLICYHOLDER UL-G!_HHA I IUNJ
LIBERTY MUTUAL FIRE INSURANCE COMPANY-LIBERTYGUARD ..JTO POLICY
BOSTON MASSACHUSETTS
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PAYMENTS MOTORIST _ MOTORIST 206. 1 NO 50 53. 69.
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OPTIONAL i i j 936
I I I TOTAL
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\TTACHED PP0303 04 86,AS1046,PP0356 08 86,PP0405 01 88
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NUMBER CUSS CODE PLAN MODIFICATION ,v.
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0134W Bridge 19/68A
Form A • Project No.
Rev. 1/86 Weld County, Colorado
Location
February 13, ' 1990
Date
SUMMARY OF CONSULTANT'S ESTIMATE OF COSTS FOR
CONSULTING SERVICES ON LUMP SUM BASIS
Firm Name: CREATIVE STRUCTURES, INC.
•
Consultant's Direct Salary Costs: SEE ATTACHED SHEETS
Work Activity #1. (specify)
(Employee Class) (Est. Hours or Days) x ($Rate per Hour or Day)=$
x ._$
x =$
•
Work Activity #2. (specify)
x =$
x =$
(Continued Work Activity Estimates as Necessary)
SUBTOTAL (a) (Direct Labor) $ 1,972.00 .
Payroll Additives 25 % of Subtotal (a) $ 493.00
SUBTOTAL (b) [Total Payroll Costs] ' $ 2,465.00
Indirect Costs [ 79 % of Subtotal (a) ) $ 1,557.88
SUBTOTAL (c) [Total Cost Before Direct Non-
Labor Charges] $ 4,022.88
Direct Non-Labor Charges Anticipated:
Reproduction , (My).ars. $100,, Prts $50) $ 150.00
Photogrammetric Mapping $
tSubconsultants $ 5,497.89
Travel and Per Diem $
Vehicle Expense $
Equipment Rental $
SUBTOTAL (d) (Direct Non-Labor Charges] $ 5 647 89
TOTAL ESTIMATED COST (e) (c+d] . $ 9,670.77
PROFIT $ 195_00
TOTAL LUMP SUM $ 9,795.77
Attach detailed analysis or copy of work sheet supporting each entry hereon.
If no entry is required, write "none" or "NA" or "By CDOH", as applicable.
4 x 56.25 225.00
Checking Shop Drawings (Hours x Rate/Hour) $
(When Applicable)
•
* Subconsuitants slya.1.1--su4uwi-t-e.st.imrt+s-4n-s-fermak--tm±±ar-to-this-Form-h.
Civil $4197.89
Soils with R values based on Vheem Procedure $1300.00
900295
?:RIDGE 19/68A
Direct Salary Costs Hours ite TOTAL
1. Notice to Proceed N/A
Principal
2. Pre-Design Meeting N/A
3. Site Inspection
Project Engineer 1 .0 21.50 21.50
4. Sub-Surface Exploration
Project Engineer .5 21.50 10.75
5. Survey
Project Engineer 0.0 21.50 0.00
6. Utility Coordination
Project Engineer 0 21.50 0.00
7. Preliminary Hydrology &
Hydrologic Design
Project Engineer 0 21.50 0.00
8. Preliminary Structural Design
Project Engineer 4.0 21.50 86.00
Draftsman/Clerical 4.0 8.50 34.00
9. Preliminary Roadway Design:
Project Engineer 0 21 .50 0.00
10. Preliminary Rights of Way &
Easements
Project Engineer 0 21.50 0.00
11. Permit Coordination N/A
12 & Preliminary Design Report &
13. Review
Project Engineer 5.0 21.50 107.50
Draftsman/Clerical 7.0 8.50 59.50
14. Final Design (Structural)
Project Engineer 18.0 21.50 387.00
Draftsman 40.0 13.00 520.00
15. Traffic Control Plan
Project Engineer 0 21.50 0.00
16. Submit Final Design
Principal 4.0 21.50 86.00
17. Engineer's Estimate
Project Engineer 2.0 21.50 43.00
17A. Design Check - Quantities
Design Engineer 14.0 15.00 210.00
18. Special Provisions
Project Engineer 4.0 21.50 86.00
19. Bridge Rating
Project Engineer 4.0 21.50 86.00
20. Final Coordination .5 21.50 10.75
21. Final Revisions & Submit
Project Engineer 4.0 21.50 86.00
Draftsman 4.0 13.00 52.00
22. Field Advisory
Project Engineer 4.0 21.50 86.00
Subtotal (a) Direct Labor 1,972.00
900295
0134W Bridge 19/68A
Form A Project No.
Rev. 1/86
Weld County, Colorado
Location
February 13, 1990
Date
SUMMARY OF CONSULTANT'S ESTIMATE OF COSTS FOR
CONSULTING SERVICES ON LUMP SUM BASIS
Firm Name: MATRIX ENGINEERS, INC.
•
Consultant's Direct Salary Costs: SEE ATTACHED SHEET
Work Activity #1. (specify)
(Employee Class) (Est. Hours or Days) x ($Rate per Hour or Day)=$
x ,_$
x =$
•
Work Activity #2. (specify)
x =$
x =$
(Continued Work Activity Estimates as Necessary)
SUBTOTAL (a) [Direct Labor] $ 2,258.40
Payroll Additives 26.9% of Subtotal (a) $ 607.51
SUBTOTAL (b) [Total Payroll Costs] ' $ 2,865.91
• Indirect Costs [62.3% of Subtotal (a)] $ 1,406.98
SUBTOTAL (c) [Total Cost Before Direct Non-
Labor Charges] $ 4;272.89
Direct Non-Labor Charges Anticipated:
Reproduction $
Photogrammetric Mapping $
*Subconsultants , $
Travel and Per Diem $
• Vehicle Expense $
• Equipment Rental
SUBTOTAL (d) [Direct Non-Labor Charges] $ 0.00
TOTAL ESTIMATED COST (e) (c+d] , $ 4,272.89
PROFIT .(Quantity.DisCount) $ (75.00)
TOTAL LUMP SUM $ 4.197.89
Attach detailed analysis or copy of work sheet supporting each entry hereon.
If no entry is required, write "none" or "NA" or "By COON", as applicable.
Checking Shop Drawings (Hours x Rate/Hour) $ N/A
(When Applicable)
* Subconsultants shall submit estimates in a format similar to this Form A.
360295
BRIDGE 19/68A
Direct Salary Costs
Hours Rate TOTAL
1. Notice to Proceed N/A
2. Pre—Design Meeting N/A
3. Site Inspection
Project Engineer 3.0 19.80 59.40
4. Subsurface Exploration N/A
5. Survey
Project Engineer 2.0 19.80 39.60
Design Engineer 3.0 14.40 43.20
Party Chief 16.0 13.00 208.00
Surveyor 18.0 7.50 135.00
Draftsman 16.0 8.50 136.00
6. Utility Coordination
Project Engineer 10.0 19.80 198.00
7. Preliminary Hydrology &
Hydraulic Design
Project Engineer 3.0 19.80 59.40
Draftsman 4.0 8.50 34.00
8. Preliminary Structural Design N/A
9. Preliminary Roadway Design
Project Engineer 8.0 19.80 158.40
Draftsman 8.0 8.50 68.00
10. Preliminary R.O.W. and Easements
Project Engineer 4.0 19.80/ 79.20
Draftsman 6.0 8.50 51.00
11. Permit Coordination N/A
12& Preliminary Design Report &
13. Review
Project Engineer 2.0 19.80 39.60
Clerical 4.0 8.50 34.00
14. Final Design (Hydraulic, Roadway,
R.O.W. , Utility)
Project Engineer 6.0 19.80 118.80
Draftsman 40.0 8.50 340.00
15. Traffic Control Plan. ,
Project Engineer 1 .0 19.80 19.80
Draftsman 4.0 8.50 34.00
16. Submit Final Design
Project Engineer 1.0 19.89 19.80
17. Enginee's Estimate
Project Engineer 1.0 19.80 19.80
17A.Design Check - Quantities
Design Engineer 16.0 14.40 230.40
18. Special Provisions
Project Engineer N/A
19. Bridge Rating N/A
20. Final Coordination N/A
21. Final Revisions
Project Engineer 3.0 19.80 59.40
Draftsman 4.0 8.50 34.00
22. Field Advisory
Project Engineer 2.0 19.80 39.60
Subtotal (a) Direct Labor 2,258.40
960295
mEmoRAnDum
Wi`k Clerk to the Board April 2, 1990
To Date
Rex Cantrell, Civil Engineer II, Engineering Department (A,-}2o
COLORADO From
Agenda Items
Subject:
Attached are two original contracts for Bridges 8/1.5A, 19/68A, and
136/79A involving Creative Structures, Inc. for Board approval and
signature. Please place these on the Board's next agenda.
RC/mw:mwces
900294
cc: Commissioner Kirby
Bridge Files - 8/1.5A, 19/68A, 136/79A
900295
/9
900296
/3',
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