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Home My WebLink About890300.tiff RESOLUTION RE: APPROVE CONTRACT FOR WELD COUNTY BRIDGE NO. 47/54A 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. 47/54A, 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. 47/54A 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 . /n/ c/ BOARD OF COUNTY COMMISSIONERS ATTEST: ` /;,,,2yt,A i 2.<,tt'Ldtl� WELD COUNTY, COLORADO Weld County Clerk and Recorder and Clerk to the Board C.W. Kirby, Chairman ,.. lb ....,4,4.4) opEXCUSED �"�lpe Jo on, Pro-Tem eputy County5_44.44, ,,, ,, lerk APPROVED AS TO FORM: R. Bra ner S-1----4 Geor�ed� f County Attorney EXCUSED Gordon E . Lacy 890300 CLOD/3 el'• `6O - eya,/4, dr. ',, CONTRACT FOR ENGINEERING SERVICES FOR WELD COUNTY BRIDGE NO. 47/54A 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 THAT WHEREAS, the County has established a program of design and construction of public improvements for Weld County Bridge No. 47/54A; 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 47 between State Highway 34 and County Road 54 and crossing the Latham Ditch. 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 890300 A Policy on Geometric Deign o H'ghways 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 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. P*el m�nary 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 890300 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. -o -W 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 890300 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 8903C0 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 Ph» P 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 8903(90 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 890390 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: podilyInjury $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 890300 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. J%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 8903fl0 EXECUTED this 3rd day of April , A.D. , 1989. COUNTY OF WELD \�R.' •O.ATTEST: /E%ay ChairmaniProtcm BOARD OF COUNTY COMMISSIONERS Weld County C erk and Recorder and Clerk to the Board _/ ay_ Ow qt', , o / l 'yAd.....y� D putt' County Cle : Tti;arjco EATIVE UCTUR TITLE: "RESlpEN'( DATE: ZC / (A RCM t 9 29 APPROVED TO FORM:OV Coun Attorney Page 9 890390 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) : 2C M 1 , 39 • (Date) (Signature) Robert A. Tallarico President Page 10 890310 CERTIFICATJON 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, 1989 a App--- (Date) ' S Chairman,protein �J — BOARD OF COUNTY COMMISSIONERS ATTEST: a^ "` °tai e-C� Weld County C erk and Recorder and Clerk to the Board • D uty County Cler Page 11 8903 ,O i 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 • CHANGE ENDORSEMENT DECLARATI LIBERTY MUTUAL FIRE INSURANCE COMPANY-LIBERTYGUARD AUTO POLICY BOSTON MASSACHUSETTS ENDORSEMENT EFFECTIVE I •• ENDORSEMENT NO. 02 04/15/8f. • ITEM r`AfAwittlx1NtoftED'ANDti tiOrt "' i "ra ;, . 474VROOUCyiNUMBER CRV:'`1{. .x' c ROBERT ANTHONY TALLARICO A02-291-011127-007 EN 02 948 E 115 PL , L NORTHGLENN CO 80233-2109 For Service Call or write You:Liberty Service Office At: 13111 E iBRIARWOOD AVE ENGLEW1000 CO 80112 303-799-0818/800-332-7611 This Endorsement and Premium Adjustment Reflect The Premium Policy Changes: I N C R L I A B*V E H 1,2t3 AUTO EMIUM�p,�U�TMENT PART A B C - PREMIUM ALIIUSTMENT PEXC 0 NO FAULT PREMIUM ADJUSTMENT TOTAL PREMUM AWUSTME .. - ..._.. D UNDERINSURED MOTORISY INCLUDING GPLUSIDN E%CLUDINO 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 LIMITSA B C A TO YOUR AUTO NO FAULT UNDER- TOTAL Each Accident 'Bodily Injury Property Damage U Deeuclihle Amount D Fa.PorsonlEe.Accident Ea Accident INSURED Cor.Fur T Los Caused Anclici Duo Each Loss ANNUAL c 0j ANNUAL ANNUAL❑ 500 ❑ PREMIUM 0 collision ILassShe,Tnmt PREMIUM P 1 p **ftr PREMIUM hewed coo,m I a cor"rllon B. MEDICAL C. UNINSURED UNDERINSURE° PAYMENTS MOTORIST MOTORIST 176. 1. NO 50 51 • 56. 2E Each Person Ea Person/Es.Aeeldev Ea Person/Ea.Accident 197. 2 Y F S 200 Aj 0 3574 63. 61 2 25/50 463. 3 NO 50 103. 150. 71 OPTIONAL I I 1 161 COVERAGES ENDORSEMENT NUMBER i PREMIUM ENDORSEMENT NUMBER r PREMIUM ENDORSEMENT I I TOTAL NUMBER I PREMIUM PREMIUM ** CO BASIC PIP INCLUDED Above Limits of Liability Expressed in Thousands of Dollars ENDORSEMENTS PP0561 03 87,PP0401 04 86, PP0161 03 87, _ ATTACHED-----.. PP030Q 04 86,PP0002 04 861 AS 1046,P P0356 6/80 • • I,TE' 1) C irTE,O, . 6 :R k. r > . ti ,- . c•:-�'CC 3;.. [��.,. Yry x4 : b L...:��I�S,, 4: �!!4+rY �,�:. �+'t-.. ` I YEAR MAKE VEHICLE IDENTIFICATION RATING DSC SAFE DRIVER OWNERSHIP OF AUTOMOBILE OTHER THAN NAMED INSURE[ NUMBER CLASS COOS PLAN MODIFICATION ' 1 78 VOLV VC24245L1135529 28 2 VIOL-SC 0 2 84 VOLV YV10X8741E1068341 24 2 ACC-SC 0 3 84 MZDA JM2UC1212E8063111 93 2 • • GARAGING Of Other Than Named Insureds Address) TEM" ' LAS, :4F,A, s,......, I PNcseun This policy,including all en a attachvd,is cotif�Lt Lg d K�r. T720 :7::: Auto?ee4 7/89 AUTHORIZED REPRESENTAT 1,C,.,,.d;.. laid4 Am N. tr).n'.`, ' i f`%'T` ,41' , r 4 ..' i.I. '11 4 ,W. 14, „ I t *` 4' w a ' ` -, ''KfiAW 'rA yEr;�lsr P; ,r�, K�}' I:e..!%)) j i4 I tt 'r$1 4Ili IYl','4 511'E"('4 �F,' .` hb,,, .Nu3H l pQb iNct REN,?,1 n t,A1� r u.A& �N p � vAI + i 3A�r v l � ISSUE DATE(MM/DO/VV) Rtr Of IVE IFICA ",OFIN.7V �V e L l 1 ..1rS. ;ee E 6288 �`.' PRODUCER '� THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS 1.11 NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND, A'h Professional Liability Markei.ing EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. , 90 Madison , Suite 300 COMPANIES AFFORDING COVERAGE p,, Denver , CO 80206 COMPANY A '. LETTER ^ Associated International E COMPANY INSURED - CETTPR B y41 j Creative Structures , Inc . COMPANY 14 2006 W. 120th Ave . , Suite B LETTER C 'M Denver , CO 80234 COMPANY N LETTER U ,,, COMPANY E LETTER `COVERAGES e $' e i' . l i' . il, 9, 'i97 4 r I .✓ 4; -r , :*x THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. BE ISSUED OR MING ANY AYY PERTAIN, THE I INSURANCE AFFORDED BYENT,TERM OR OF ANY THE POLICIES DESCRIBED RACT OR THER HEREIN O IS MENT WITH SUBJECT TOR ALL THE TERMS ECT TO CEXCLUSIONS,H THIS AND CONDI• FICATE MAY 5 TIONS OF SUCH POLICIES. ', +' s LCO r P LIC'I EFFECTIVE POLICY EXPIRATION LIABILITY LIMITS IN THOUSANDS 1'4 LTR TYPE OF INSURANCE POLICY NUMBER DC(iMNICOM) auE IMMIOmm EACH OCCURRENCE AGGREGATE nl GENERAL LIABILITY BODILY 4�Y COMPREHENSIVE FORM INJURY $ $ PREMISES/OPERATIONS PROPERTY eIi UNDERGROUND f DAMAGE $ $ :.1EXPLOSION 8 COLLAPSE HAZARD PRODUCTS/COMPLETED OPERATIONS *a. I CONTRACTUAL cotiiewED I$ $ �f�V INDEPENDENT CONTRACTORS g. BROAD FORM PROPERTY DAMAGE ;+T*& PERSONAL INJURY PERSONAL INJURY $ AUTOMOBILE LIABILITY Bw' T 'At- ANY AUTO ".3?FRAN II$ ALL OWNED AUTOS (PRIV. PASS.) I TODIL i ALL OWNED AUTOS OTHER THAN I R n I E I $ PRIV. PA55 / I HIRED AUTOS PROPERTY t NON OWNED AUTOS DAMAGE $ ilk GARAGE LIABILITY BI a PD _OMBINED $ 'G ,1 EXCESS LIABILITY ;at' UMBRELLA FORM '-ii r. PIC e ' COMBINE') $ `P OTHER THAN UMBRELLA FORM Ode..'1 ~ F STATU`ORY '. WORKERS'COMPENSATION ?)EeZ.,, AND $ (EACH ACCIDENT) ��[ EMPLOYERS' LIABILITY $ (DISEASE POLICYEACH E LIMIT) � $ (DISEASE EACH EMPLOYE, ',W' OTHER ------ �WA A/E Professional AEP450230 5-27-88 ' 5-27-89 250 , 000 any one ' Liabilit claia aa�gate* �4 y' DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS kg *Subject to deductible as stated on policy .Ac `0 isti CERTIFICATE HOLDER -1 .CANCELLATION ,, , t y " ;If SHOULD ANY OF THE ABOVE DESCRIBED P. ICIES BE CANCELLED BEFORE THE EX- Colorado Dept . of Highways 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 lif Denver , CO 80222 LEFT,BUT FAILURE TO MAIL SUCH NO •TS • LI- •OSE, •OBLIGATIO/•R LIABILITY OF ANY KIND UPON THE COMPAN • •• TI S. v,1:: AUTHORIZED REPRESENTATIVE �� v AACORD 25(8184) .1 © IIR/ACORD CORPORATION 19� A�INUALilENEWAL CERTIFICAT - VALUABLE DOCUMENT - ATTArH TO YOUR POLICY C 1Y! SYM POLICY SYMBOL AND NUMBER PRODUCER CODE Executive Offices'. 150 William Street P I YJE 90589 3897500 New York. N.Y. 10031 THIS CERTIFICATE IS ISSUED BY THE COMPANY DESIGNATED BY ENTRY "X" BEFORE THE COMPANY NAME. ❑ Royal Indemnity Company ❑ Newark Insurance Company k(I Royal Insurance Company of America (a Delftware Stock Company) In Now Jersey Stock Company) Ian Ilanma Stock Company) ❑ Globe Indemnity Company ❑ Safeguard Insurance Company ❑ American and Foreign Insurance Company to Delaware Stock Company) (a Connecticut Stock Company) (a Delaware Stock Company) • INSURED'S NAME AND ADDRESS INCLUDING ZIP CODE PRODUCERS NAME AND ADDRESS . CREATIVE STRUCTURES, INC, I 4'• AN GILDER INS, CORP. 2006 W. 120TH AVE., SUITE B @t$!� 700 BROADWAY, SUITE 1035 SW ADAMS COUNTY FD DENVER, COLORADO DENVER, COLORADO 80203 80234 I Royal Insurance ' (41515/24 Ill FOLD co ,, 9\c FOLI IN CONSIDERATION OF PAYMENT OF PREMIUM SHOWN HEREIN, THE POLI I j�D ONE YEAR AS INDICATED BELOW: !S. �� / RENEWAL PERIOD ONE YEAR FROM: lo/1/87 TO: In/I/RR THE TOTAL PROVISIONAL PREMIUM OF THIS RENEWAL CERTIFICATE $ 357.00 • 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: 853458 10/86, 86209A 10/86, 86385 10/86 & 86391 10/86 8/17/87 JM DATE: WI/87 • 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 a duly authorized representative of the Company. PI /9, 41.- — tS____ — Assistant Corporate Secretary President @alts (ED 11/B2) 890W1,0 0134W BRIDGE 47/54A 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: SEE ATTACHED SHEETS Work Activity #1. (specify) (Employee Class) (Est. Hours or Days) x ($Rate per Hour or Day)=$ x •_$ x =$ Work Activity 02. (specify) x =$ x =$ (Continued Work Activity Estimates as Necessary) SUBTOTAL (a) [Direct Labor] $ 2,251.50 Payroll Additives 25 1. of Subtotal (a) $ 562.88 SUBTOTAL (b) [Total Payroll Costs] ' $ 2.814.38 Indirect Costs [ 79 % of Subtotal (a)] $ 1.778.68 SUBTOTAL (c) [Total Cost Before Direct Non— Labor Charges] $ '4,593.06 • Direct Non—Labor Charges Anticipated: Reproduction (Mylars,$250,Prts, $100), , $ 350.00 Photogrammetric Mapping $ 0.00 *Subconsultants (Civi1.4057.20,Soils• $685)$ 4 742 20 Travel and Per Diem 48Q mi,@• .21. . . . $ 100.80 . Vehicle Expense $ Equipment Rental $ SUBTOTAL (d) [Direct Non-Labor Charges] $ 5.199 00 TOTAL ESTIMATED COST (e) (c+d) $ 9.786 06 PROFIT $ 19 94 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. 9 x $50 450.00 Checking Shop Drawings (Hours x Rate/Hour) $ (When Applicable) • * Subconsultants shall submit estimates in a format similar to this Form A. 820390 Direct Salary Costs BRIDGE 47/54A 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) M,N. Project Engineer 18 21.50 387.00 Draftsman 40 13.00 520.00 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 . Principal 4 21.50 86.00 Q1. Engineers Estimate Project Engineer 2 21.50 43.00 Q2. Design Check - Quantities Design Engineer 14 15.00 210.00 Q3. Bridge Rating Project Engineer 4 21.50 86.00 Q4. Final Office Review - Special Provisions Project Engineer 7 21.50 150.50 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 2251.50 890300 0134W BRIDGE 47/54A 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: SEE ATTACHED SHEETS Work Activity #1. (specify) (Employee Class) (Est. Hours or Days) x ($Rate per Hour or Day)=$ • x ._$ =$ • Work Activity #2. (specify) x =$ x 4 • (Continued Work Activity Estimates as Necessary) SUBTOTAL (a) (Direct Labor] $ 2;144.40 Payroll Additives 26.9% of Subtotal (a) $ 576.84 SUBTOTAL (b) (Total Payroll Costs] ' $ 2,721.24 Indirect Costs (62_3% of Subtotal (a)] $ 1,335.96 SUBTOTAL (c) (Total Cost Before Direct Non- Labor Charges] $ 4,057.20 Direct Non-Labor Charges Anticipated: Reproduction $ 0.00 Photogrammetric Mapping $ 0.00 *Subconsultants $ 0.00 Travel and Per Diem $ 0 (U) Vehicle Expense $ 0.00 • Equipment Rental $ 0.00 SUBTOTAL (d) (Direct Non-Labor Charges] $ 0.00 TOTAL ESTIMATED COST (e) (c+d] $ 4,0)1.20 PROFIT $ 0.00 TOTAL LUMP SUM $ 4,057.20 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"0 Direct Salary Costs BRIDGE 47/54A Hours Rate TOTAL A. Notice to Proceed N/A 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 10 19.80 198.00 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 2144.40 890YO Acrts- mEmORAnDUm 1111€ Clerk to the Board March 29, 1989 To COLORADO From Date R.ex Cantrell, Civil Engineer II �b Approve consultant contract for engineering services Subject for Bridge 47/54A 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 47/54A. 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 - 47/54A � 90 r,o Hello