HomeMy WebLinkAbout890303.tiff RESOLUTION
RE: APPROVE CONTRACT FOR WELD COUNTY BRIDGE NO. 78/13A 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. 78/13A, 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, and
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
for the design of Weld County Bridge No. 78/13A 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 3rd day of
April, A.D. , 1989 .
2cu 0A4,,nct2 J BOARD OF COUNTY COMMISSIONERS
ATTEST: / A WELD COUNTY, COLORADO
Weld County Clerk and Recorder EXCUSED
and Clerk to the Board C.W. Kirby, Chairman"11�ry�t�r7t, Pw,ia� ac •ne J son, Pro-Tem
eputy County C rk
APPROVED AS TO FORM: Gene R. Bran ner / �J
George Kennedy ' o
ounty Attorney EXCUSED
Gordon E . Lacy
n O y^ // ' 890303
CONTRACT FOR ENGINEERING SERVICES
FOR
WELD COUNTY BRIDGE NO. 78/13A
THIS AGREEMENT, made and entered into this 3rd day of
April , 1989, 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" .
WITNESSETH :
T N E S SETH :
THAT WHEREAS, the County has established a program of design and
construction of public improvements for Weld County Bridge No. 78/13A; 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 78
between Weld County Roads 13 and 15 and crossing the
Larimer and Weld Canal.
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 Suecifications for Hihwav Bridges, AASHTO,
latest edition
Page 1
890303
A Policy on Geometric Design of Highways and Street%,
AASHTO, latest edition
Standard Specifications for Road and Bridge
Construction, CDOH, latest edition
& 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 design.
C. Subsurface Exploration
Drill test holes and obtain samples.
Determine relevant soil characteristics including
R-values for pavement design.
Prepare soils investigation report.
D. Survey
Locate existing corners if there is a monumented corner
within one mile in both directions from the bridge.
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.
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.
Determine precipitation, runoff, peak flows and
frequency.
Determine water surface profile and perform hydraulic
analysis.
Determine size and skew of structure.
G. Preliminary Structure Design
Determine foundation type based on soils investigation.
Determine feasible superstructure alternatives.
Select type of substructure and superstructure.
Prepare general layout for substructure and
superstructure.
Page 2
8903 3
H. Ire] iminar`v 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 requirements
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 substructure and
superstructure based on hydrology/hydraulic study
and cost comparison.
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.
Generate legal descriptions for new right-of-way, if
applicable.
0. Utility Coordination
Subsequent to the Preliminary Design Report review
adjustments shall be made and conflicts resolved as
necessary. Page 3
8803??3
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
Geology data - location of test holes, boring
logs, boring legend, soil test results
Hydrology/hydraulic data - flow line elevation,
freeboard, design flow, design velocity
Bridge general notes
Piling layout including estimated pile tip
elevation and maximum end bearing pile load or
caissons layout, if applicable.
Substructure layout and details including
embankment protection, if required.
Superstructure layout and details
Bridge rail and guard rail layout and details
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;
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.
Roadway cross sections - construction centerline;
roadway centerline 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
890393
Submit copy of computations and independent computations
of final quantities.
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
890393
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 $ 9,800.00
2. Review of shop drawings and consultation
during construction $ 450.00
3. Total lump sum not to be exceeded without
a Change Order $10,250.00
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 thirty (30) 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
890303
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. HON-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
890393
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. $ENEFITS
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
890303
EXECUTED this 3rd day of April , A.D. , 1989.
COUNTY OF WELD
ATTEST: 1 Chairman Protem
BOARD OF COUNTY COMMISSIONERS
Weld County erk and Recorder
and Clerk to the Boar
eputy County Cl
CREATIVE S UCTURES I C.
BY: (/ "
Robert A. Tallarico
TITLE: 'RE S I n E
DATE: 2s fl^RGMI 1989
APPROVED AS FORM:
County Attorney
Page 9
890393
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) :
OS rhirec►-( 1989
(Date) (Signa ure)
Robert A. Tallarico
Page 10
890303
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 3, 1989er\VI")r—
(Date) CWi���lm Kier
Chairman,
BOARD OF COUNTY COMMISSIONERS‘792ATTEST: '0- t
Weld County C erk and Recorder
and Clerk to the Board
. L„I.4Z
eputy County Cle k
Page 11
890323
WORKERS COMPENSATION POLICY
NEW YORK UNDERWRITERS COMPANY
Policy No. #72WJEG9098W01
Policy Term: January I, 1989 to January I, 1990
Colorado Coverage A
Statutory
Benefits
Coverage B - Employer's Liability:
Bodily Injury by Accident $100,000 each accident;
Bodily Injury by Disease $100,000 each employee;
Bodily Injury by Disease $500,000 policy limit.
Other States provision included.
CLASSIFICATION/ESTIMATED PAYROLL
Engineers $ 10,500
Clerical $ 3,900
Premium: $220
p ??3 VS"
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CHANGE ENDORSEMENT DECLARATI
LIBERTY MUTUAL FIRE INSURANCE COMPANY-LIBERTYGUARD AUTO POLICY
BOSTON MASSACHUSETTS ENDORSEMENT EFFECTIVE'
ENDORSEMENT N0. 02 04/15/81.
en-EM ,NIEt4INSI 'E:'D DTADDRESSs".'"s'efilK:,1. ° `'C'Mc, OOLICYeNUMBER7at7tVal
ROBERT ANTHONY TALLARICO A02-291-011127-007 EN 02
948 E 115 P L , For Service Call or Wile Your Liberty Service Olt ice At:
NORTHGLENN CO 80233-2109 13111 E BRIAR'W00D AVE
ENGLEN000 CO 80112
303-799-0818/800-332-7611
This Endorsement and Premium Adjustment Reflect The Premium Policy Changes' INC R L I A 6*le V E H 1,2, 3
AUTO RiEMIUM ADUSTMENT MRT A BG -
PREMIUM ADJUSTMENT PAR!0 NO FAULT PREMIUM ADJUSTMENT TOTAL PREMIUM ADJUSTME
_. _ __._ DUNDERINSURED MOTORISY WOI UDIND C/JWagN EXCLUDING COLLISION _
PREMIUM 1 6. ADD. 6. AL
ADJUSTMENT 2 8. ADD. 8. AC
3 17. ADD. 17. AC
OPTIONAL COVERAGES PREMIUM ADJUSTMENT
TOTAL PREMIUM ADJUSTMENT FOR PERIOD FROM 04/15/88 UNTIL 11/05/88 31. AC
A. LIABILITY D. COVERAGE FOR DAMAGE
SINGLE LIMIT SEPARATE LIMITS ABC A TO YOUR AUTO NO FAULT
UNDER- D TOTAL
Each Accident, Bodiy Inlury Property Damage U Beaxlde Meual
Ea.Person/Ea.Accident Ea.Accident T as causer Aroaaeh Dam Each Lass ANNUAL C O ANNUAL
500ANNUAL 0 M msl cwa pMmn PREMIUM PIP ** PREMIEN
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B. MEDICAL C. UNINSURED UNDERINSURED -
PAYMENTS MOTORIST MOTORIST 176. 1 NO 50 51 . 56. 2E
Each Person Ea Person/Ea.Accident Ea Person/Ea Accident 197. 2 YES 200 50 357. 63. 6 !
2 25/50 463. 3 NO 50 103., 150. 71
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ENDORSEMENT NUMBER PREMIUM ENDORSEMENT NUMBER L 1 PREMIUM ENDORSEMENT NUMBER i PREMIUM PREMIUM
** CO BASIC PIP INCLUDED
Above Limits of Liability Expressed in Thousands of Dollars
ENDORSEMENTS PPD561 03 87,PP0401 04 86, PP0161 03 87,
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CERT� ICA OFr �NSl�R 1 i ` fi 's 'Y it
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.. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,
pm(, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW
3/4 Professional Liability Marketing .
I';; 90 Madison , Suite '300 COMPANIES AFFORDING COVERAGE
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. 2006 W . 120th Ave . , Suite B LETTER C
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"F"A1 NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY
"IR. BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS,AND CONDI.
44”44, TIONS OF SUCH POLICIES.
< s CO P0LI0 1',EEF=CTIVI POLICY EX.IRK-ON LABILITY LIMITS IN THOUSANDS
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^4"ji. DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS
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.CERTIFICATE.HOLDER ' .1 > ^rv. ,° y .CANCELLATION r ,' ` " +• ''
I Colorado D e t . o f H 1 h w a S J SHOULD ANY OF THE ABOVE DESCRIBED P• ICIES BE CANCELLED BEFORE THE EX-
C+'" P 9 y PIRATION DATE THEREOF, THE ISS G COMPANY ILL ENDEAVOR TO
4201 E . Arkansas MAIL DAYS WRITTEN NOTICE Ty HE ERTI T. OLDER NA D TO THE
s,'. Denver CO 80222 LEFT,BUT FAILURE TO MAIL SUCH NO •TS • LI •OSE.•OBLIGATIO/R LIABILITY
GP OF ANY KIND UPON THE COMPAN =s S.
AUTHOR ZED REPRESENTATIVE ��
. 390393
i
ACORD 25(8184) 0IIR/ACORD CORPORATION 1'
A NLAL_RENEWAL CERTIFICATI - VALUABLE DOCUMENT - ATTAI TO YOUR POLICY
C SYM POLICY SYMBOL AND NUMBER PRODUCER CODE Executive Offices:
150 William Street
P I YJE 90589 3897500 New York. N.V. 10031
THIS CERTIFICATE IS ISSUED BY THE COMPANY DESIGNATED BY ENTRY "X" BEFORE THE COMPANY NAME.
❑ Royal indemnit Company ❑ Newark Insurance Company bt Royal Insuranco Company of America
lu Delaware RIoc4 G'ompnnyl la New Jersey Stock Company) lan lillno.,Stuck Company)
❑ Globe Indemnity Company ❑ Safeguard Insurance Company ❑ American and Foreign Insurance Company
(a Delaware Stock Company) (a Connecticut Stock Company) -
(a Delaware Stock Company)
INSUREDS NAME AND ADDRESS INCLUDING ZIP CODE PRODUCERS NAME AND ADDRESS
CREATIVE STRUCTURES, INC. I •'t'• VAN GILDER INS. CORP.
2006 W. 120TH AVE.,' SUITE B 700 BROADWAY, SUITE 1035
SW ADAMS COUNTY FD DENVER, COLORADO
80234 DENVER, COLORADO 80203
Royal
Insurance
I —rkISI64749
FOLD r FOLI
i� �
IN CONSIDERATION OF PAYMENT OF PREMIUM SHOWN HEREIN, THE POLI I ' D ONE YEAR
AS INDICATED BELOW: S)�L
RENEWAL PERIOD ONE YEAR FROM: I0/1/87 TO: 10/1/RA
THE TOTAL PROVISIONAL PREMIUM OF THIS RENEWAL CERTIFICATE $ 3.57.00
MORTGAGE CLAUSE: SUBJECT TO THE PROVISIONS OF THE MORTGAGE CLAUSE, LOSS IF ANY, ON
BUILDING ITEMS, SHALL BE PAYABLE TO: [Insert name(s) of Mortgagee(s) and mailing address(es).]
•
THIS POLICY IS RENEWED AS EXPIRING EXCEPT AS NOTED BELOW: •
DELETE FORMS: 85345A 8/86 AND 86209 9/85
ADD FORMS: 853456 10/86, 86209A 10/86, 86385 10/86 & 86391 10/86
•
8/17/87 JM
DATE: 10/I/R7 AUTHORIZED AGENT:
IN WITNESS WHEREOF,the Company has caused this policy to be executed and attested,but this policy shall not be valid unless countersigned
on the declarations page
by by a ul ve of the Company.
.......„4,.. ,s.
Corporate Secretary President
84215 (ED 11/82)
a303 +3
0134W BRIDGE 78/13A
Form A Project No.
Rev. 1/86 •.
Weld County, Colorado
Location
March 24, 1989
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:
Work Activity #1. (specify) SEE ATTACHED SHEETS
(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] $ 2,398.00
Payroll Additives 25 . of Subtotal (a) $ 599.50
SUBTOTAL (b) ITotal Payroll Costs] ' $ 2,997.50
Indirect Costs [79 9. of Subtotal (a)] . $ 1,894.42
SUBTOTAL (C) [Total Cost Before Direct Non-
Labor Charges] $ 4,'•891.92
Direct Non-Labor Charges Anticipated:
Reproduction(Mylars $250,Prints $100) $ 350.00
Photogrammetric Mapping $ 0.00
*Subconsultants (Civil.3757.51,Soils. 685) S 4.442.51
Travel and Per Diem .480. mi mi @ 21 . . $ 100.80
Vehicle Expense $ 0.00 •
Equipment Rental $ 0.00
SUBTOTAL (d) (Direct Non-Labor Charges] $ 4,893.31
TOTAL ESTIMATED COST (e) (c+d] . $ 9.785.23
PROFIT $ 14.77
TOTAL LUMP SUM $ 9,800.00
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.
Checking Shop Drawings (Hours x Rate/Hour) $ 450.00
(When Applicable)
•
* Subconsultants shall submit estimates in a format similar to this Form A.
8903r'3
Direct Salary Costs BRIDGE 78/13A
Hours Rate TOTAL
A. Notice to Proceed N/A 0 0
Principal
B. Pre—Design Meeting
Project Engineer 3 21.50 64.50
B1. Site Inspection
Project Engineer 1 21.50 21.50
C. Sub-Surface Exploration
Project Engineer .5 21.50 10.75
D. Survey
Project Engineer 0 21.50 0.00
E. Utility Coordination
Project Engineer 0 21.50 0.00
F. Preliminary Hydrology &
Hydrologic Design
Project Engineer 0 21.50 0.00
G. Preliminary Structural Design
Project Engineer 8 21.50 172.00
Draftsman/Clerical 4 8.50 34.00
H. Preliminary Roadway Design
Project Engineer 0 21.50 0.00
I. Preliminary Rights of Way &
Easements
Project Engineer 0 21.50 0.00
J. Preliminary Design Report &
Review
Project Engineer 8 21.50 172.00
Draftsman/Clerical 7 8.50 59.50
K,L, Final Design (Strucutral) 430.00
M,N. Project Engineer 20 21.50 572.00
Draftsman 44 13.00
0. Utility Coordination
Project Engineer .5 21.50 10.75
P. Traffic Control Plan
Project Engineer 0 21.50 0.00
Q. Submit Final Design •
Q .
Principal 4 21.50 86.00
Q1. Engineers Estimate
Project Engineer 2 21.50 43.00
Q2. Design Check - Quantities
Design Engineer 16 15.00 240.00
Q3. Bridge Rating
Project Engineer 4 21.50 86.00
Q4. Final Office Review - Special
Provisions
Project Engineer .8 21.50 172.00
R. Final Revisions & Submit
Project Engineer 4 21.50 86.00
Draftsman 4 13.00 52.00
S. Field Advisory
Project Engineer 4 21.50 86.00
Subtotal (a) Direct Labor 2398.00
8903n3
0134W BRIDGE 78/13A
Form A Project No.
Rev. 1/86
Weld County, Colorado
Location
March 24, 1989
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:
Work Activity #1. (specify) SEE ATTACHED SHEETS '
(Employee Class) (Est.. Hours or Days) x ($Rate per Hour or Day)=$
x ._$
x c$
Work Activity 1)2. (specify)
x =$
x =$
(Continued Work Activity Estimates as Necessary)
SUBTOTAL (a) [Direct Labor] $ 1.986.00
Payroll Additives 26.9% of Subtotal (a) $ 534.23
SUBTOTAL (b) [Total Payroll Costs] ' $ 2,520.23
Indirect Costs [62.3% of Subtotal (a)] $ 1.237.28
SUBTOTAL (c) (Total Cost Before Direct Non-
Labor Charges] $ 3,757.51
Direct Non-Labor Charges Anticipated:
Reproduction $ 0.00
Photogrammetric Mapping $ 0.00
*Subconsultants $ 0.00
Travel and Per Diem $ 0.00
Vehicle Expense $ 0.00
Equipment Rental $ U.OU
SUBTOTAL (d) (Direct Non-Labor Charges] $ 0,00
TOTAL ESTIMATED COST (e) (c+d] . $ 3,757 Si
PROFIT $ n nn
TOTAL LUMP SUM $ 3,757.51
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.
Checking Shop Drawings (Hours x Rate/Hour) $ N/A '
(When Applicable)
* Subconsultants shall submit estimates in a format similar to this Form A.
8903?7'3
Direct Salary Costs BRIDGE 78/13A
Hours Rate TOTAL
A. Notice to Proceed 77C--
B. Pre—Design Meeting
Project Engineer 3 19.80 59.40
B1. Site Inspection
Project Engineer 1 19.80 19.80
C. Subsurface Exploration N/A
D. Survey
Project Engineer 1 19.80 19.80
Design Engineer 3 14.40 43.20
Party Chief 16 13.00 208.00
Surveyor 16 7.50 120.00
Draftsman 16 8.50 136.00
E.. Utility Coordination
Project Engineer 2 19.80 39.60
F. Preliminary Hydrology &
Hydraulic Design
Project Engineer 3 19.80 59.40
Draftsman 4 8.50 34.00
G. Preliminary Structural N/A
Design
H. Preliminary Roadway Design
Project Engineer 7 19.80 138.60
Draftsman 8 8.50 68.00
I. Preliminary R.O.W. and
Easements
Project Engineer 1 19.80 19.80
Draftsman 6 8.50 51.00
J. Preliminary Design Report &
Review
Project Engineer 2 19.80 39.60
Clerical 4 8.50 34.00
K,L, Final Design (Hydraulic,
M,N. Roadway, R.O.W. , Utility)
Project Engineer 1 19.80 19.80
Draftsman 40 8.50 340.00
P. Traffic Control Plan
Project Engineer 1 19.80 19.80
Draftsman 4 8.50 34.00
Q. Submit. Final-Design
Project Engineer 1 19.80 19.80
Q1. Engineer's Estimate
Project Engineer 1 19.80 19.80
Q2. Design Check — Quantities
Design Engineer 16 14.40 230.40
Q3. Bridge Rating N/A
Q4. Special Provisions
Project Engineer 4 19.80 79.20
R. Final Revisions
Project Engineer 3 19.80 59.40
Draftsman 4 8.50 34.00
S. Field Advisory
Project Engineer 2 19.80 39.60
Subtotal (a) Direct Labor 1986.00.
8903a
stlic� 4° mEmoRAnDum
To Clerk to the Board Date March 29, 1989
COLORADO From Rex Cantrell, Civil Engineer II a`!
Approve consultant contract for engineering services
Subject: -- --
Tor Bridge 78/I3A
Please include on the Board's agenda, the approval of the contract with
Creative Structures, Inc. Creative Structures, Inc. shall provide the
engineering services for the replacement structure for Bridge 78/13A. The
two originals need the signature and date of the Board where indicated.
Please forward the two originals to the County Attorney for further
processing when completed.
RC/mw:mccb
xc: Commissioner Lacy
Bridge File - 78/13A
89C3'"`3
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