Loading...
HomeMy WebLinkAbout1994-08-08 94-366 ORDERCOUNCIL ACTION Date: August8,1994 Item No. .l54266 Item/Subject Design& Engineering Consultant Contract Responsible Department: Purchasing/Airport Commentary: Hoyle Tanner& Associates the Airport's design and engineering consultant proposed a common to cover the three Airport improvement Program projects that were tentatively approved by the FAA muter All? No. 3-23-0005-17 for the fiscal year October 1, 1994 through September 30, 1995 (Taxiway W- $1.2 million, GA, Apron- $1.224 million add Security Fencing- $90,00000). Anew approval process initiated this year by the FAA requires an independent estimeteperfmmed by another design professional to insure that the proposed f«s me fav and reasonable. The City retained Riesla d Engineering, hsc. ofadanchemer, New Hampshire to d, the requ'aW review ant an outline of this process is documented in the attached Inver addressed to Robert Siris of Ne FAA. Do to uncertainties in the funding of the AO prodrome, Cords for Taxiway "A" had been approved at the time the letter was written Since that time funds for the seuuity, fencing have been secured and the final contract amoum for the HTA contract will he as fo8ows. The cost of the proposed design/engineering fides will be funded 90% FAA, 5% Maine Department of Transportation= it 5% Airport. The consulting engineering contract has been reviewed and verbally approved by the FAA A summary of the fees follows (all amounts are based on actual cost plus a fixed f): Design Phase Design $112,700.0(1 Field Survey and Measurement 5,150.00 Soil Borings& Testing 2,90000 Commend on Phase Bidding 7,650.00 General Construction Administration 29,800.00 Resident Engineering 52,100.00 Control& Testing ofMterials 2,20000 Project Adnumshaaon 5 55000 TWO Estimated Engineering Cost $266,0500)(Notto Exceed) The following Council Order for amhonization ofthe City Manger to execute the contract will be presemed m the Finance Committee on August 1, 1994 suit referred toCityCount ' for approval. m 94-366 Alaysga's Comm/encs: �) �J ,/�� �l �//q�`%hNl�l/2l+}ONNGL�TSC- ' cny nrm�ager Associated Information Fiennce Committee Approval Budget Approval'. Finance Director Le8a1 Approval: a;�- aty Solicitor 04 Passage ❑ first Reading ❑ Referral Page 2 of 94-366 Aseppei to Councilor Shubert August 8, 1994 CITY OF BANGOR (TITLE.) @rbfra AuthonamgtheCily+HwtegertoExecute AComultmt E4neeringand Frpjea Administration Services Contract with Hoyle, Tester &Associates for Security Fencing [mprovemm[smrLto.Remanwct, Mark. and Litt aPortion of Taxiway A_.. _. .............. By tM aly Counsil of dw My of Ban": ORDERED, TMT EdwardABarren,Cityhfemgerisherebyauthonndtoex mamnsultand engineering and project adminisuation services contract with Hoyle, Tanner& Associates in the amount ofS266,050.00 for secunty fencing improvements and to reconstruct, mark and light a portion ofTauway "A" a Bangor International Airport. 94-366 IN CITY COUNCIL 0 R D E R August S. 1994 Passed Title. Authorizing the City Manager to execute wa a Consultant Engineering and Project Admistration �j' y, Services Contract with Hoyle. Tanner 6 Associates CITY'CLER@ foi §e<uiity Penting Imp[ovemeues a�N to Reconstruct. Hark and Light a portion of Taxiway "A". ...................................... to S ob... ................. Councilmen 94-366 CITV OF MAINE PURCHASING DEPARTMENT Tal-amrvac�am Oahe N. Pelleam, Pumhasi q Agent July 22, 1994 U.S. Department ofTransponaeon Federal Aviation Administration A=: Robert Sine 12 New England Executive Park Burlington,Massachusetts 01803 re: Hoyle Tamm & Associates Agreement for Professional Services F 1994 ATP projects Dem Mr. Siris: This le ter coMmrs our discussion on July 18th and documents our negotiations with Hoyle, Temper & Associates (hereinafter "HTA") for IIris year's AIP projects. As we discussed, HTA was selected on February 19, 1992 by the City of Bangor to provide professional design, mginmring and Construction administration services to Beeper Ivtemetioriel Airport forativeeyearpeiod. Tldsisthesecondymrmdertheoriginalagreemmtbetwee WAmd Ne Ckyof Bangor, but it is the first year in which we have retained professional outside services to review that contract. A brief outline of the Contend development follows: 1. GJermmy1994 ETA and Airport stafinet to develop the overall stype ofthe three projects included in the 1994 ATP preliminary application: a. Rehabilitate and Reconstruct a Portion of the Omerdl Aviation Apron. b. Beconstruct, m &LightaPortionofTaNdway"A". c. SecurityFencinglmprovements. 2. On January 27, 1994 ETA submitted a draft contract for professional services as follows; Design $127,000 Field Survey & Measurements 8,900 Soil boring & Testing 26,900 Bidding 9,700 Conshuction Adminastration 45,900 Resident Engineering 101,000 Control & Testing of Materials - 34,800 Project Admbdstration 7 400400 361600 Page 2 July 22, 1994 94-366 3. The City Engineering Department wet requested to review the proposed work and develop a estimatein acoordance with Advisory Cirmtu 150/5100-14c Alter several months the Engineering Department rexluested that the Airport Department main the services of an outside consultant to perform this work as they were limited in both face and femiflarity with some of the required scope of services. 4. On March 24, 1994 the City contacted with Rieslad Engineering, Toc. of Manchester, New Hampshire to perform an independent estimate of the services required fm the above projects. 5. On May 12th Stephen J. Eiesland, P.E. oMestand Engineering, Inc. submitted the initial independent engineers eatunce for the Amp projects. Bis estimate of $142,217.W was clearly missing some services that were included an the BTA proposed contact. 6. Several telephone discussions among all parties from May 12th through June 15th took place to resolve the missing elements ofMr. Riesland's initial estimate. Several areas of service were identified as rasing or smaller in scope than the WA proposal. Someoftheseitems were the number of separate bid packages included (one banned of three), an investigation of an alternate method of construction for Taxiway "A", underground utilities aEeRing the Gk apron reconstruction, the new bituminous specification (P-401), the inclusion of construction management plan,a quality control plan and control and testing of materials. 7. During the that week of June Bob Ziegelar contacted Carl Torularm. of BTA and advised him that the costs quoted by the firm for the FY'94 AIF projects appeared to be substantially higher than arnicipated, in pamubw in the caress of resident engineering and construction administration. It was suggested that the services ofjust one BTA resident engineer with an in-house engineer and that the reimbursement requests to the FAA can be processed by Airport Staff Further discussion centered mound the level of actual expanses incurred vs. projected expenses. S. On June 16, 1994 HTA revised their proposal as follows (shown in the second column): 9. After providing additional information regarding the projects and after several comansations between S. Riesland and D. Pellegrino that focused on time rather than cost, the independent estimate was revised and comperes with BTA as follows: (Control & Testing of Materials was not included in the Riesland review.) 01P2]/94 owtb/96 Design 127.000 $112,700 Field Survey&Meauremen[s 8,900 5,150 Soil boring & Testing 26,900 26,900 Bidding 9,700 6,150 Construction Administration 45,900 39,650 Resident Engineering ]01,000 52,100 Control& Testing of Materials 34,800 34,800 Project Administration ]400 t6= 5550 9. After providing additional information regarding the projects and after several comansations between S. Riesland and D. Pellegrino that focused on time rather than cost, the independent estimate was revised and comperes with BTA as follows: (Control & Testing of Materials was not included in the Riesland review.) Page 94-366 July 22, 1994 Most EIIA Desien Phase Houn Amount* Hours Amou Design - 2,075 86,721 1,946 112,900 Survey 5,856 5,150 Soils Boring&Teeing -11,418 26,900 Construction Pbase Bidding 184 11,299 84 6,150 Construction Admhdenation 632 32,195 526 39,650 Resident Engineer 868 40,078 702 52,100 Project Admimstrafon Project Admirustration 188 9510 8 5550 3,947 19],0]] 3,338 248,200 Control and Testing ofMI terials 34,800 *includes expenses The only area where HTA was significantly higherthan the estimate was Sods Boring & Testing and this was caused by winter conditions that were not considered in the Riceland estimate. 10. Maher areas of the WA contract proposed fewer hours than the independent estimate end the costs associated with those hours wme deemed reasonable when the size of the firm and overhead me considered. 11. The $260,850 amount finalized in the matched contract refieets seductions in construction administration and control sed tenting of materials due to the delay in funding the General Aviation Apron and the Security Fencing projdds which will not be completed this year, 12. The final amounts shown in the attached draft contract are considered reasonable by the sponsor. 13. M negotiations set interactions among the parties were conducted in good faith to ensure the fees me fah and reasonable. The procedures outlined m AC150/5100-14 have been followed. Should you blue any questions concerning any ofthe above please counsel me right away. t Da ell Purchasing Agent DNP/slp Co: Bob Ziegelam, AiF ttDioemr 94-366 ®RAFT AL 191994 EXHIBIT "D" AGREEMENT FOR PROFESSIONAL SERVICES ENGINEERING AND PROJECT ADMINISTRATION FOR • REHABILITATE AND RECONSTRUCT PORTION OF GENERAL AVIATION APRONS • RECONSTRUCT, MARK AND LIGHT A PORTION OF TAXIWAY "A" OF RUNWAY 15 (1200' X 75') • SECURITY FENCING IMPROVEMENTS AT BANGOR INTERNATIONAL AIRPORT ARTICLE IA. - DESIGN PHASE Principal Engineer 78 hrs 0 $35.50 - $ 2,769 Project Engineer 420 are 0 $20.00 8,400 Staff Engineer 1044 bra 0 $18.00 - 16,792 CADD Supervisor 20 are ® $25.00 500 CADD Operator 300 are @ $16.00 = 4,800 Word Processor Operator 84 hrs M $10.50 - 882 Direct Labor - $ 36,143 Payroll Burden & G&A Overheads (1554) 56.202 Subtotal Labor & Overheads = $ 92,165 Reimbursable Expenses Travel: Air Charter, Auto and Meals = $ 2,850 Postage & Communications = 736 Printing: Bid Documents and Review Copies: - $ 3,165 Estimated Expenses = S 6.751 ESTIMATED ACTUAL COSTS _ $ 98,916 USE: Actual Cost Not To Exceed = $ 98,900 Fixed Fee Payment 13.800 $112,700 ARTICLE IA - DESIGN PHASE (con[IOxO....) ConerACt 1 - W`Ampu TASK - ESTIMATED M; I RS T R CLASSIFICATION MMinOa AM. Coominatlon 12 12 a 0 0 0 0 Pavement Design 2 16 16 0 0 0 2 O.T.O. AM EStln•te - 2 2 32 0 0 0 2 AGING l tloati a¢ 4 24 24 0 0 0 N Plan PSaenration - O.C. 16 M 12 0 0 0 0 COME SDeet 0 0 2 0 0 2 0 COCAINE Plan 0 4 4 0 0 6 0 CANtruotrm PM1OaiN ?LAOS R ea) 0 16 24 0 0 12 6 !Apical Se Rim L PwiM OetalA (2 AT) 0 O 16 0 0 0 0 OMI19 Pero (4 m) 0 24 1 N 0 0 24 0 Proelles (I m) 0 2 a 0 0 4 0 Erosion Cartrol Pleu (2 AN) o a a 0 0 12 0 EPmlm Contrat Ort,ne 0 2 4 0 0 0 0 OM re0e 0etaSIN 0 2 4 0 0 0 0 MINIM Film 0 4 12 0 0 0 a Nlaoe LLarcau Details 0 4 0 0 0 a 0 Crwa Sxtlan (12 ea) 0 36 2M 0 0 40 0 MINIM Leila (2 AN) 0 0 2 0 0 2 0 TOTAL 36 1aa SW 0 0 150 32 94-366 TOTAL 26 36 N ]4 N 4 14 56 32 2m 14 m 14 16 24 20 30 926 A. PRINCIPAL B. PROJECT ENGINEER C. STAFF ENGINEER D. ELECTRICAL ENGINEER E. MD SWERVISCR E. CNOD OPERATOR G. END PROCESSOR 2 94-366 PHASE (continma....I C TASK ESTIMATED MWMWRC BY PBM CLASSIFICATION TOTAL MreHnga W Cnortlimtfon 12 16 0 0 a 0 2 30 PoVaent Desip a 24 16 0 0 0 2 46 Drainage Design 2 6 N- - 0 0 0 2 34 a. i.0. And Estinta 0 B 24 0 0 0 0 32 $ecieinti w, 4 R a 0 0 0 II 66 Plan Preparation - O.C. 16 24 16 0 8 a a 64 Caere, SENSE 0 0 2 0 a 2 0 4 Onerel Plan 0 2 4 a a 6 6 16 ConeRuctian Safety Plan 0 20 24 0 0 10 0 54 Typical Itzlion 8 Detail, 0 0 12 0. 0 8 '0 20 Profile 0 2 4 a 0 4 a 10 Oemetry vq Marine Plan 0 B 16 a 0 6 0 30 Grading Plane (2 ea) a 20 60 0 0 12 0 92 E10211m Control Plan 0 4 16 a 0 8 0 20 EIca1M Control Detalb 0 2 2 0 0 4 a 0 Drainage Details 0 4 4 0 0 4 0 12 Mueellartou Bete110 0 2 0 0 a 4 a 14 Lighting Lryau[/Demetry 0 4 16 0 a 12 0 32 Lighting Details 0 2 2 0 0 8 a 12 Crura Section (8 ea) 0 20 166 0 0 32 0 210 TOTAL 36 200 424 0 8 120 32 830 A. PRINCIPAL a. PROJECT ENGINEER C. iAPP ENGINEER B. ELECTRICAL ENGINEER E. WD SUPERVISOR P. MIND OPERATOR G. YAG PROCESSOR 3 ARTICLE 14 ASE CcmtimR2.... I C,mm= TASK Xeeti qe aftl CmMfnatim Q.T.O. And Eetmete $eelil otlore PLen PrcpPetlm - D.C. c,,,l MM Oeneel Pln Plen Ana I Plan Area 4 FnaeetailS O INSIST Electrical Canemle MAL 94-366 A B E 0 E F 4 0 6 0 0 0 0 2 0 2 4 0 0 0 2 0 4 16 0 0 0 16 4 4 0 0 4 0 0 0 1 2 a a 4 0 0 1 0 0 0 6 0 0 1 6 0 0 4 0 0 1 0 0 0 4 0 0 1 12 0 0 a 0 0 1 2 6 0 4 0 4 u 0 0 4 30 m ImAL 10 e b 12 1 15 13 13 21 1 142 A. PRINCIPAL B. PROJECT ENGINEER C. STAFF ENGINEER D. ELECTRICAL ENGINEER E. COD AIPERVISR f. COD CIRCUITS 9. NFD PROCESSING 13 94-366 ARTICLE 1B. - SDAV Little River Survey Company (DDE) • Rehabilitate and Reconstruct Position of GA Area A. Establish centerline, baseline, intersection angles and elevations. 2 Person Survey 6 hr a $58.00 _ $ '348 Office Support 2 hr a $40.00 = 80 B. Taxiway "A" cross sections and topographic survey. 2 Person Survey 12 hr a $58.00 = $ 696 Office Support 2 hr a $40.00 = 80 C. Drawing Preparation CADD Draftsperson 6 hr a $35.00 = $ 210 Office Support 4 hr a $40.00 = 160 Total Labor _ $ 1,574 Direct Expenses CADD Plotter 1 hr a $20.00 $ 20 Pipes/Rebar 9 a $3.00 ea 27 Travel 600 miles a $0.25/mi - ISO Lodging - 200 Meals = 150 Total Estimated Direct Expenses - 547 Subtotal Estimated Cost - GA Apron Area = $ 2,121 a-. 96-366 ARTICLE 1B. - SURVEY (continued....) • Reconstruct a Portion of Taxiway "A" (at Runway 15 End) A. Establish centerline, baseline, intersection angles and elevations. $ 38 Subtotal estimated Cost - Taxiway "A" _ $ 2,190 4 bra @ $20.00 hr x 255} =t 204 Estimated Actual Costs = 2 Person Survey a hr @ $58.00 $ 464 Office Support 4 hr @ $40.00 = 160 B. Taxiway "A" cross sections and topographic survey. 2 Person Survey 16 hr @ $58.00 = $ , 928 Office Support 4 hr @ $40.00 = 160 C. Drawing Preparation CADD Draftsperson 8 hr @ $35.00 $ 280 Office Support 4 hr @ $40.00 160 Total Labor = $ 2,152 Direct Expenses CATO Plotter 1 hr @ $20.00 - $ 20 Pipes/Rebar 6 @ $3.00 as = 18 Total Estimated Direct Expenses = $ 38 Subtotal estimated Cost - Taxiway "A" _ $ 2,190 4 bra @ $20.00 hr x 255} =t 204 Estimated Actual Costs = $ 4,514 USE. Actual Cost Not To Exceed $ 4,500 Fixed Fee Payment_$` TOTAL AMOUNT - _ $ 5,150 N 94-366 ARTICLE IC. - SOILS BORINGS AND TESTING Miller Engineering & Testing - Auburn, Maine. • winter Conditions - Unexpected Delays & Lack of Efficiency • Concrete pavements to excavate and core. I. Soils Entices (18 test borings/continuous sampling) A. Truck -mounted Drill Rig & Crew Estimated 4 days ® $950/day = $ 3,800 B. Mobilization = 550 C. Per Diem (2 men /3 days) = 600 D. Demobilization = 550 Soil Boring Subtotal = $ 5,500 II. Field CER's A. Equipment & Personnel Estimated 4 days ® $1,750/day = $ 9,000 B. Mobilization = 450 C. Excavation and Backfill Labor and Equipment - $4,532 D. Per Diem (2 men) Estimated 2 Days = 400 E. Demobilization 450 CBR Subtotal $12,832 III. Laboratory Testing A. Sieve Analysis 14 as ®$65/teat $ 910 S. Hydrometers 6 as ® $100 = 600 C. Atterberg Limits _ 3 as ® $95 Laboratory Subtotal $ 1,735 7 IV. NTA Field Observation 94-366 64 hte. @ $17.50 0 255% - $ 2,856.00 Mileage 684 miles ® 0.25 - 171.00 Tolls - 4.40.00 Meals - 110.93.00 Lodging - 274.22.00 Field Observation Subtotal - $ 3.416.55 TOTAL ESTIMATED COST 1_ $23,483.53 USE: Actual Cost Not To Exceed $23,500.00 Fixed Fee = _ 4,400. a TOTAL $26,900.00 n 94-366 ARTICLH II - 6COPE OF S£ VICHe - [0 STRQCf &?BS A. $1$dyRq • 3 Separate Construction Contracts • 3 Prebid Conferences • 3 Separate Bids to Evaluate and Prepare Canvasses • 2 Separate Construction Contracts to Aseemble and Assist In Execution, etc. (Taxiway -A^ and Security Fencing) Direct Labor Cost Principal Engineer 8 hrs O $35.50 hr = $ 284 Construction Manager 20 ars O $25.00 hr 500 Project Engineer 34 hra O $20.00 hr 680 Staff Engineer 32 bre O $18.00 hr 576 Word Processor 16 hre O $10.50 hr 168 Total Direct Labor _ $ 2,208 Overhead & Payroll Burden (155%) 3,422 Estimated Labor & overhead Coat _ $ 5,630 Raimbursables: Travel - air charter, 1 trip O $905 $ 905 Postage 6 Communication 150 Printing Ion Estimated expenses $ 1,155 Total Estimated Coat $ 6,785 OSE: Actual Cost Not To Exceed $ 6,800 Fixed Fee TOTAL _ _ $ 7,650 94-366 E511MiEo MATURE AT LATE CLASSIFICATION 1 9 C 0 F I G A TOTAL Ynn WIFE TOP Adletti5c.nt Fee B;0 0 2 2 0 0 0 0 1 5 Attewl rtHid tanfetB.¢e G3 AT, BAR Ayl S 0 a 0 0 0 0 0 24 >.eryte W FARM Pd1e.b aB Aeseeaa.y Ol 0 4 4 a 4 0 0 3 15 Bwamtl m C"TIOC Bt B uetiMS MebBB and *e uAte Blas nl 0 0 e 0 16 0 a s 29 Alae BemmeNet;m. ea m Ae..e Rl 0 4 6 0 0 0 a 3 1s A.Btl6;e Cm1.xtB 65 0 2 4 0 12 0 0 4 22 TOTAL 6 20 34 a 32 0 0 16 110 PRINCIPAL C. r201ECi ENGINEER E. STAFF SxC;MR 0. c 9. STRlxn% D. ELECTRICAL CARRIER F. q00 SUPERvuO A. WD PROCESSOR 10 94-366 PTI c 22 - SCOPE OF SERVICES ONSTA CTSON pHs Ce B. General Construction Administratio e 1994 Construction Season e 90 Calendar Day Construction Contract for Taxiway e 90 Calendar Day Construction Di e_ r. ctLater Cost Contract fo Security Dancing Principal Engineer 24 bra 0 $35.50 hr . $ 852 Project Manager 112 bra • $25.00 he . 2,800 Project Engineer 114 bra E $20.00 hr = 2,280 Staff Engineer 44 bre B $18.00 hr 792 CARD Supervisor 0 bra ®.$25.50 hr 0 CADO Operator 56 bra ® $16.00 hr 896 Word Processor 42 bra Q $10.50 hr All Total Direct Labor $ 8,061 Overhead & Payroll Burden (1554) 12,495 Estimated Labor & Overhead Cost = $20.556 Aeimbureables: Travel - air charter, 6 tripe x 3 bra ® $305 = $ 5,490 Postage & Communication . 210 Printing As-Suilts, etc. . 400 Estimated Expenses $ 61100 Total Estimated Cost $26,656 USE: Actual Cost Not To Exceed = $26,700 Fixed Fee 3,100 TOTAL a $29,800 11 94-366 B. MEEM M'R174=1011 AEMFIINTST TION • 1N6 Cw0t.mtlen seam • To catN.. Ory ien.tryetlm Contract to, lul WV TASK ESIIMIED ME R LMGA CLASSlll4TION _. A 6 S 0 E I a a TOTAL r.Stm.MWelm Cmq..rc. 0 to 0 0 0 0 0 6 b P. mtwwee 0 0 a 0 0 0 0 z 10 cm imtlm a lm Metim tz ]i 10 0 0 0 a 6 6x 6MO 0.nIm A 4Mlvel SOFAS 0 t tx 0 16 0 o A m ReueeD a Aq.v, r.p.n! Womats 0 a it 0 0 0 O 6 m r.p.e a x.rotle<. td,,pe 0.6... z 6 6 0 11 o D 4 34 PrINEDIN m Dclmmon x..R.ent FIRMS& 1 . a o o a 0 ¢ 1s RIMS✓ E xmltariA of too Cmtroctm's P -MI DWIiry Cmwel P.M.p 1 6 16 0 0 0 0 A 27 A!!tltl Plml INSIGNIA" S Prepare PN[A 6 0 0 0 0 0 0 $ 14 OFF PVq a 0l.ttiprte AS -Witt 0 6 0 0 16 0 56 C 00 D'"Im: mwltstim a AMIW to m. M.IJM a AO 52 a o 0 0 0 is Emtme' SOMI N uA 114 0 44 0 56 <A 302 A. PRINCIPAL C. PROJECT ENGINEER A. STAFF FMGTNEER A. CADD PeRA7M 0. COSTIM) Im D. ELECTRICAL ENGINEER P. CAOD WOERVIWR N. INDIA PGMESSOR +PIn mn IM tr P..e mtlm Cmte.eM.RM 1 Preprvlm CmM1.mn 1 lor"Inss mtWtlm 1 ForontA 5 THEIR 6 12 94-366 ARTICLE II. - SCOPE V C. Resident Engineering - for Taxiway "A" Project (only) Direct Labor Construction Period - 90 Calendar Days 90 days, 7 days a week - 12.86 weeks 13 weeks Resident Engineer - Full -Time 13 weeks x 6 days a week x 9 hours a day = 702 bra. Prefield Preparation = 16 Postfield closeout 24 Total Manhours = 742 Resident Engineer Total -742 hrs ® $20.00 = - $.14,840 Assistant Resident - Paving 100 hrs ® $17.00 1.700 Total Direct Labor = $ 16,540 Overhead & Payroll Burden (125%) = $ 20.675 Estimated Labor & Overhead Cost $ 37,215 Reimbursable Expenses Per Diem 13 wks x 6 days x.0 $70 = $ 5,460 10 days x 1 man 9 $70 - 700 Travel 13 wks x 800 miles 0 $0.25/mi - 2,600 Miscellaneous out Of Pocket - 500 Subtotal Reimbursable Expenses S 9.260 Estimated Actual Cost $ 46,475 USE: Actual Cost Not To Exceed = $ 46,500 Fixed Fee = 5.600 TOTAL = $ 52,100 13 94-366 ARTICLE II. - SCOPE OF SERITTrrq D. Control and Testing of Materiala Review job mix formula for bituminous concrete to be furnished to the project and acceptance testing of asphalt and aggregates. 1 Job Mix Review @ $500.00 $ 500 4 Wear Teats @ $150.00 = 600 2 Soundness Tests O $375.00 750 6 Gradation Tests @ $65.00 390 4 Unit Weight Test @ $20.00 80 4 Flat/Elongated Testa @ $20.00 = 80 6 Specific Gravity Teets @ $30.00 = 1SO Subtotal = $ 2,580 Experienced bituminous plant inspector for in -plant control and testing. (Est. 10 days of paving.) 10 Days Plant Inspection @ $300.00 - $ 3,000 10 Days Testing @ $300.00 - 3.0.00. Subtotal = $ 6,000 Sampling and laboratory testing of excavation materials aggregate subbase, and crushed aggregate course. 10 Proctor Tests @ $100.00 = $ 1,000 10 Gradation Teets @ $65.00 = 650 Subtotal _ $ 1,650 Field density tests on backfills, subgrades, subbases, and base courses. 30 Days Field Density testing @ $300.00 S 9,000 Subtotal $ 9,000 In-place density of bituminous concrete pavement by laboratory testing. 10 Days Testing @ $300.00 S 3 000 Subtotal = $ 3,000 14 94-366 Sample Portland cement concrete from the project, make, cvre, and test the cylinders for compressive strength. 20 cylinders ® $25.00 = $ S00 Subtotal $ Soo TOTAL ESTIMATED COST - - $22,730 USE: ACTUAL COST NOT TO EXCEED $22,800 FIXED FEE $ 3,400 TOTAL = $26,200 15 94-366 ARTICLE III - SCOPE OF SERVICES - PROSECT ADMINISTRATION Direct Labor Cost Principal Engineer 18 hre @ $35.50 hr = $ 639 Project Engineer 28 hre @ $20.00 hr = 560 Electrical Engineer O ars @ $30.00 hr = 0 Staff Engineer 20 hra @ $18.00 hr = 360 CADD Supervisor 0 hra @ $25.00 hr 0 CADD Operator 6 hra a $16.00 hr = 96 Word Processor 12 hra @ $10.50 hr 126 Total Direct Labor = $ 1,981 Overhead & Payroll Burden (155&) _ 2,761 Estimated Labor & Overhead Coat = $ 4,542 Miscellaneous Expenses 300 Total Estimated Actual Cost = $ 4,842 USE: ACTUAL COST NOT TO EXCEED = $ 4,850 FIXED FEE _ 00 $ 5,550 16 MJECI ADMINISTRATION TM Prepare GFeappLlutLam Prepare Gent App Lloation Other Project RetetRd AOelatance 1alY A. PRINCIPAL C. PROJECT EI BEER R. CWGiRUCi1M O. ELECTRICAL IMINEER 94-366 ESTIMATED WNXane BY LABOR CLASSIFICATION 2 0 16 0 16 0 4 4 TOTAL42 2 0 4. 0 4 a 0 4 14 12 0 S 0 0. 0 2 4 26 16 0 20 0 20 0 6 12 80 E. STAFF ENGINEER E. CODE SIIPERWSOR N. WORD PROCESSOR 17 96-366 SUMIARY OF ESSIMATSO BNOINEERNO COSTS ARTICLB I. - SCOPE OF SERVICES - RESIGN PHASE A. Design $112,700 (Actual Cost ♦ Fixed Feel B. Yield Survey and Measu mant $ 5.150 (ACtual Coot 1 Fixed Fee) C. Soil Strings 6 Testing $ 26.900 (Actual Coat ♦ Fixed Fee) ARTICLE ti. - SCOPB eF ssSVIG6 - [ONSS¢OC[ION A. Bidding $ 1.650 PBGSa (Actual Cost a Fixed Fee) B. Gonial Construction Adm. $ 29.600 (ACtual Cost + Fix6d Fee) C. Aesident aggineeri g $ 53.100 (ACtual Coat a Fued Fee) O. Control 6 Testing of Mte2lxla $ 26,200 (ACtual Cost ♦ Fiend Fee) AdTICLH III. - SCOPE OF SEAM CES - PRPIELS Ap1RR9Yaann: i $ 5.550 (ACtual Cost t Fixed Fee) TOTAL ESTIMATBO 6NOINSBRING COST $266.060 (Not to Fxcwdl 18