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ORD15364
BILL NO. 2014-110 SPONSORED BY COUNCILMAN Scrivner ORDINANCE NO. / 53L `1- AN ORDINANCE OF THE CITY OF JEFFERSON, MISSOURI, AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE A CONTRACT AMENDMENT WITH GEORGE BUTLER ASSOCIATES, INC., IN THE AMOUNT OF $254,774.69 FOR THE DESIGN OF STADIUM BOULEVARD, JEFFERSON STREET, AND THE HIGHWAY 54 OFF RAMP AS PROPOSED IN THE HIGHWAY 54 AND STADIUM BOULEVARD INTERCHANGE TRAFFIC STUDY REPORT. WHEREAS, George Butler Associates. Inc., has been selected as the firm best qualified to provide professional services related to the design of Stadium Boulevard, Jefferson Street, and the Highway 54 off-ramp as proposed in the Highway 54 and Stadium Boulevard Interchange Traffic Study Report. NOW, THEREFORE, BE IT ENACTED BY THE COUNCIL OF THE CITY OF JEFFERSON, MISSOURI, AS FOLLOWS: Section 1. George Butler Associates, Inc., has completed the Highway 54 and Stadium Boulevard Interchange Traffic Study and the City is ready to move into the design phase of the contract. Section 2. The Mayor and City Clerk are hereby authorized to execute a contract amendment with George Butler Associates, Inc., for the design of Stadium Boulevard, Jefferson Street, and Highway 54 off-ramp as proposed in the Highway 54 and Stadium Boulevard Interchange Traffic Study. Section 3. The amendment shall be substantially the same in form and content as that amendment attached hereto as Exhibit A. Section 4. This Ordinance shall be in full force and effect from and after the date of its passage and approval. Passed: kI l C Approved: 0-912 ��r dry Presiding Officerfrti Mayor 'mss. ATTEST: APPROVED ASS TO FORM: ity erk — C Counselor SUPPLEMENTAL AGREEMENT NO. 1 TO ENGINEERING SERVICES CONTRACT This Supplemental Agreement is made part of an agreement dated January 27, 2014 between the City of Jefferson and George Butler Associates, Inc. for a traffic study of the area in and around the intersection of Highway 54 with Jefferson Street and Christy Drive, and the intersections of Stadium Boulevard with Jefferson, Christy and Monroe, STP-3111 (509). The purpose of this Supplemental Agreement is for the design of the improvements recommended by the traffic study on the eastern side of Highway 54 including the widening of the off ramp from Highway 54, the widening of Jefferson Street and Stadium Boulevard, and the design of a dual lane roundabout at the intersection of Jefferson Street and Stadium Boulevard. These additional services shall be in an amount not to exceed Two Hundred Fifty Four Thousand Seven Hundred Seventy Four Dollars and Sixty Nine Cents ($254,774.69) without further authorization. The total traffic study and design services shall be in an amount not to exceed Three Hundred Sixty Two Thousand Four Hundred Twenty Five Dollars and Thirteen Cents. ($362,425.13). Attachment A outlines the cost breakdown for this Supplemental Agreement. Supplement Agreement No. 1 accepted as defined herein: y/ / OWNER: ENGIN ER:c�eej-, &tAeirN=enc ut-t5 , G BY: BY: &a� TITLE: Mai.AnK TITLE: V/�Ce �e'e��cevil DATE: DATE:_ J'Ian /3�d/� ATT T: Bl iii B<7! TITLE: TITLE: i DATE: �' _ I ) DAT : / Executed by the City on the day of v, 20-b Fig. 136.4.4 1 - Revised 01.01-0e APPROVED FORM: C' ouuselor ATTACHMENT A SUPPLEMENTAL AGREEMENT NO. 1 January 19, 2015 Design Phase Services: George Butler and Associates Hours Rate Cost Firm Principal 44 79.04 $3,477.76 Firm Associate 138 48.65 $6,713.70 Senior Engineer 98 45.48 $49457.04 Engineer I 126 38.84 $41)893.84 Engineer III 175 27.65 $4,838.75 Secretary II 12 26.08 $312.96 Subtotal $24,694.05 Payroll Overhead (est. at 55.64%) $137739.77 General and Administrative Overhead (est. at 134.06%+0.26°/x) $33,169.05 Total Labor and Overhead $719602.87 Other Direct Costs Rental Vehicle/Fuel $300.00 Personal Vehicle Miles $200.00 Subtotal $500.00 Fixed Fee $10,024.40 (available only for significant supplemental agreements) Subcontract Pass-Through Costs Central Missouri Professional Services (CMPS) $1071593.10 Tsi Engineering, Inc. $231230.71 Vireo $121258.25 Leigh & O'Kane $29,565.36 Subtotal $1729647.42 FIG. VI - 4 Revised 02-14-00 Total Supplemental Agreement No. 1 $2545774.69 Summary Traffic Study and Design Phase: Original Agreement $1075650.44 Supplemental Agreement $254,774.69 Total $362,425.13 FIG. VI-4 Revised 02-14-00 Gann,Butler Assoolmas(GBAJ Collins PIG Professional Servicas CmPSI Mahan Sicilian ractiefir,lanalreclikir.Whit SWdl..B.olinned ad US-541 RaPp a Johnson City.Mi.a.al P8eas 1 Desigan CaOdM ltoJ Task 1-pea nOwnersMaslh eavello JC 8 8 2 2 --f6T-41 20 Task 2.Obtain Ownership naff OMPlcelio plan. UUNW,.Easements / 4 1 4 5 Task 3.Obtain U8 In,,yMgt,Includ an,rrom Ullttbs / B 4 1 1T 13 Task 4-To kSYrve In 6hete me Inclutlin u18 bcefbss6Pro QIVIIMII / B 32 70 f 110 111 Task 5-Pmpwe Rn any Bate Mep laduding Land Co mer Us, 1 60 B 1 69 69 Phw2•PM MRS70 Plans MII 7251 1051 Task 6-Adminlsnation(QP/QC,Desin C.amnarar.Pramss Rs rtin) B 24 =# a 5 401 81 4a Task]-Sfonll DI81nage Design AnBl sis BB Teske Prepare Pmlimina /Right of We y Plan Se( 2 f3 22 ]2 116 0 B 2B1 260 0 0 Title sheet 1 2 21 01 T General Was and Location Details/Survey Ties 1 1 1 2 B 1 I 111 12 Ganem La Y(/Ownarshlµ 1 f 92 32 01 125 f25 Right of We /Easement Plm and Petrol Aa ulslaM lnlmnatlon 1 20 16 0 41 41 Suramori,of Diarrhoea/Bid Items 2 1 /B B 2 25 27 cal Sections f B 12 0 2f 21 Fen a Ro01B Shee(s loNerlerson Street 2) f B /6 0 15 26 Plan 6 Rola Sheets for Stadium DnN 2 1 B 16 01 261 25 Vacant,Sewer RoOle Shoals 1 1 241 24 01 49 49 Sae.,Sawa,RO8le Shaeas I al /6 01 241 24 intervention Details/w Stadium diva and JemaraM Stmel 2 4 1 24 T4 8 4B 54 Intersection Details Tw Jefferson Street and US-54 Romps 2 B B 21 is iB R.hhWhq Well Fan antl Profile Sheets 13 12 24 01 361 36 Construction SliUer,I Sheets 4 B 16 Jamaican a Stadium Lihhn Layout Plan Sheet 2 4 g 4 24 2B 141 01 14 Street U hhn Cat a WSheets(21 1 4 8 14 0 14 SheelU hOn Oranfit Sheetcc, 2 4 B 4 0 14 Piemanenl Sinin Laout Sheets 2 2 a 12 0 18 Permanent Signing Qumltt Sheets 2 1 0 12 0 12 Marbled Pavement Malkin W of Shoals 2 2 14 1B 0 is Marking QuantDow Sheep 2 2 4 B 0 B thinking luentlf Sheets T 2 6 f0 0 f0 Cansc Control Detail Control LB ut Shaeh T /8 16 30 0 34 Traffic Control Ddall y Sha 2 TO 16 42 0 92 Ra?rc Control Qusnfll Sheens 2 B /8 24 0 24 Goss Section Sheers 40 40 0 B0 B0 Task 9GBA/CMPS Pear Reviews 2 2 2 8 1 18 f4 /8 32 Task 19-iamb.1na Consrmchon Cost Estimate 2 2 2 6 18 14 IB 30 Task lhPmlimina /Right of We Fens Submital to 011,County nd MaDOTfar review f 2 f 2 J Task 12-Prepare for end Condocl Final,Hoa.9,1,11 Minutia 8 12 2 8 4 20 f4 34 Talk 13-Pmma Desi,Exceplion Font,,as no,mled B T B 2 f0 Task 14-WMen Pictorial to Prelimina Plan comments 1 2 4 1 2 2 7 B 13 Teak 15-PreparePrelimmw R,W of Wo,SEasomenf Le al Desm tions 1 16 40 24 1 B0 91 Task 16-Submtt Prellminary Plans to Utilities and coordinale to mimmizBrolocaflons 1 2 f1 B 1 12 23 Phase 3-Final Pana 1 1 216.. "1 SBB Task R-Administration(QNDC,Desin Coordination,Progress Reportm) 6 242 8 32 10 42 Task 18-Re are Final Ifi hl of We Plan Set 2 7 22 30 57 0 e 129 148 0 0 m,B sheet I f 1 I 11 T Gemara) rhaUayoW1C"amand hrP Details/Surve V. 2 1 1 T 1 4 6 Mimi or La lEassmersal I ifi 4 0 21 21 Mimi Fan antl Parch Ac uhlliM lnlwmelion 1 i6 B 0 25 25 Summa of QuenBfias/BAY llBma 1 f 16 166' 6 1 23134 Typical Sections 1 1 8 Fan B Rolle Shaeh/w Jerlprson 5(reof(21 f 4 2 0 10. f0 0 7 7 Fen 8 Rofle Sheets for Shtlium Onve Q) f 4 B 0 13 13 Moura S.W.RdfIB SIIBeIs B g 0 16 /6 Sail Sewarical Sheds B f6 0 14 24 Inhrsedlon Details hr Stadium Dnva and JeBerson Simal 1 1 1 24 /6 2 411 43 Intesedbn Defalblw Jefferson Street and US-54Ramps 1 2 24 1 26 27 Rattail Wall Plan and Rcfile Sheets(3) 4 4 0 81 B Constriction Se encln Sheets 2 B 8 2 lei f8 Jefferson 6 Stadium UghUng Le aur Plan Sheet 2 2 4 16 B 161 24 Street U lin Defe10&Wang Silesia(2) 2 2 4 111 01 B Street L 8t, Quarfily Sheet 2 2 4 81 of B Parmaned Mining Le out Shaeh 2 2 a 10 01 10 Permanent Si nit, QuanM sheet, 2 1 4 8 01 B Permanent Pavement Marking Layout Shoals 2 2 B 10 of 10 Mankmg Detail Shoals 2 2 2 B of 6 Mal Quanlit Shealy 2 2 4 01 4 Cwaahstich Traffic Control Le of Sheets 1 21 B B 17 01 17 T.M,CMVd Dahl)Sheets 21 6 B 16 0 16 Tram Coed Commit,Sheets 21 41 B 14 0 14 Gale Section Sheet, 16 B 0 24 24 Teak 19-GM/CMPS Pear Reviews 1 S B B 12 g 20 Task 20-Fklal Comilm clop Coal Estimate 1 1 4 B 1 B 14M46 Task 21-Pre NeS clal Provlsona Imd Blit Rc aa)Documents 2 a 1 16 4 10 Task 22-FMaI/Right of We Man,,S ,6 Estimate SUbmlffal as Cit,CountyeMODOT kennnew 2 2 4 8 Teak 23-Maetin with City/count lWMTlo nvbw m 8 B 1 2 2 16 Task 24-Adbess Comments ham the Day,Daupf,aWOOT 4 4 4 4 Task 25-Final Utley Cowdnahon 2 4 2 Phase 4.Makin andpT Qnstocew swig" T6 f9 45 Task 26-Pm SWPPP and Permits 2 B 2 9 10 Task27Atldress Lonlrectw Ovettions tlunn Blddin B 8 9 a I6 IDsk28 Aman Re BRIConference B 6 1 2 16 3 IB Pro1Mla6w 3Yhropl ROYre/Grub 44 130 98 129 175 12 32 591 568 IDs 19 1281 iBBe Grange Buffer AnsWeiss(GBA) Cordial MO Professional Sonvaes(CMPS) Western Section Including Into...sti.a.With Stedis.Bouleased and US-54 Pare, 7 U 4 Or Jefferson City,Missouri u. o of Febiuwy 6,2015-frbbce b Aver ed April 1,2015-Paws 1:EslsOnp Condition and Dare collection August 1.2015-Phase 2:Pellminary IRripl of Way Plans December 31,2015-Press 3,Final Plena Delterable 1.JobsPiens plotted on Including aperwdh taea plan the met noermalhenntande,es DalNemble 2.Job specie)povia and Identical a ninal n pMi nal rs 01 meera of meeaummenf endmeMl Dellvemble 3.Engine is Conn etimate lcallObrmalion In dgifBl ExcBl file Delroerable 4.Engineer's nDwl.ransla Deleemble 6 A PDF Olefteccoleffer acme .plate/22Wiplen4lnthe curmnfwpevlau4mleaea of DelWemble 6.A PDF pie ohne cemplefe Pasted plans Ina 22'x34'ldmel ATTACHMENT B.1 ESTIMATE OF COSTS Highway 54 and Stadium Blvd Interchange Area Improvements STP-3111(509) Phase 1 -Existing Conditions&Data Collection Hours Rate Cost Task t-Design Kickoff Meeting(Travel to JC) Firm Principal 8 $ 79.04 $ 632.32 Firm Associate 8 $ 48.65 $ 389.20 Senior Engineer 0 $ 45.48 $ _ Engineer I or Scientist 1 0 $ 38.84 $ - Engineer II or Scientist 11 0 $ 30.50 $ Engineer III or Scientist III 0 $ 27.65 $ - Secretary II 0 $ 26.08 $ Task 2-Obtain Ownership Title Certifications,R/W Documents, Easements Firm Principal 0 $ 79.04 $ - Firm Associate 1 $ 48.65 $ 48.65 Senior Engineer 0 $ 45.48 $ - Engineer I or Scientist 1 0 $ 38.84 $ Engineer II or Scientist II 0 $ 30.50 $ - Engineer III or Scientist III 0 $ 27.65 $ - Secretary II 0 $ 26.08 $ - Task 3-Obtain Utility Information including plans from Utilities Firm Principal 0 $ 79.04 $ Firm Associate 1 $ 48.65 $ 48.65 Senior Engineer 0 $ 45.48 $ - Engineer I or Scientist 1 0 $ 38.84 $ Engineer 11 or Scientist 11 0 $ 30.50 $ - Engineer III or Scientist 111 0 $ 27.65 $ - Secretary 11 0 $ 26.08 $ - Task 4-Topographic Surveying&base map Including utility locations&Property Corners Firm Principal 0 $ 79.04 $ - Firm Associate 1 $ 48.65 $ 48.65 Senior Engineer 0 $ 45.48 $ - Engineer I or Scientist 1 0 $ 38.84 $ - Engineer II or Scientist 11 0 $ 30.50 $ - Engineer III or Scientist III 0 $ 27.65 $ SecretaryII 0 $ 26.08 $ Task 5-Prepare Property Base Map including Land Corner Ties Firm Principal 0 $ 79.04 $ _ Firm Associate 1 $ 48.65 $ 48.65 Senior Engineer 0 $ 45.48 $ - Engineer I or Scientist 1 0 $ 38.84 $ - Engineer II or Scientist II 0 $ 30.50 $ - Engineer III or Scientist III 0 $ 27.65 $ - Secretary 11 0 $ 26.08 $ - Phase 2- Preliminary/Right of Way Plans Task 6-Administration(QA/QC,Design Coordination,Progress Reporting) Firm Principal 8 $ 79.04 $ 632.32 Firm Associate 24 $ 48.65 $ 1,167.60 Senior Engineer 0 $ 45.48 $ - Engineer I or Scientist 1 0 $ 38.84 $ Engineer Il or Scientist 11 0 $ 30.50 $ Engineer III or Scientist III 0 $ 27.65 $ - Secretary II 8 $ 26.08 $ 208.64 Task T-Storm Drainage Design Analysis Firm Principal 0 $ 79.04 $ _ Firm Associate 0 $ 48.65 $ - Senior Engineer 0 $ 45.48 $ - Engineer I or Scientist 1 0 $ 38.84 $ - Engineer II or Scientist 11 0 $ 30.50 $ - Engineer III or Scientist 111 0 $ 27.65 $ _ Secretary II 0 $ 26.08 $ Task 8-Prepare Preliminary/Right of Way Plan Set Firm Principal 2 $ 79.04 $ 158.08 Firm Associate 13 $ 48.65 $ 632.45 Senior Engineer 22 $ 45.48 $ 1,000.56 Engineer I or Scientist 1 72 $ 38.84 $ 2,796.48 Engineer II or Scientist ll 0 $ 30.50 $ - Engineer III or Scientist 111 116 $ 27.65 $ 3,207.40 Secretary II 0 $ 26.08 $ - Task 9-GBA/CMPS Peer Reviews Firm Principal 2 $ 79.04 $ 158.08 Firm Associate 2 $ 48.65 $ 97.30 Senior Engineer 2 $ 45.48 $ 90.96 Engineer I or Scientist 1 8 $ 38.84 $ 310.72 Engineer If or Scientist II 0 $ 30.50 $ - Engineer III or Scientist 111 0 $ 27.65 $ - Secretary II 0 $ 26.08 $ - Task JO-Preliminary Construction Cost Estimate Firm Principal 2 $ 79.04 $ 158.08 Firm Associate 2 $ 48.65 $ 97.30 Senior Engineer 2 $ 45.48 $ 90.96 Engineer I or Scientist I 8 $ 38.84 $ 310.72 Engineer If or Scientist II 0 $ 30.50 $ - Engineer III or Scientist I11 0 $ 27.65 $ _ Secretary 11 0 $ 26.08 $ - Task 11-Preliminary/Right of Way Plans Submittal to City, Countyand MoDQT for review Firm Principal 0 $ $ 79.04 _ Firm Associate 1 $ 48.65 $ 48.65 Senior Engineer 0 $ 45.48 $ - Engineer I or Scientist 1 0 $ $ 38.84 Engineer II or Scientist II 0 $ 30.50 $ _ Engineer III or Scientist III 0 $ 27.65 $ _ Secretary Il 0 $ 26.08 $ - Task 12-Prepare for and conduct Public Hearing with Minutes Finn Principal 8 $ 79.04 $ 632.32 Firm Associate 12 $ 48.65 $ 583.80 Senior Engineer 0 $ 45.48 $ - Engineer I or Scientist 1 0 $ 38.84 $ Engineer 11 or Scientist II 0 $ 30.50 $ Engineer III or Scientist III 0 $ 27.65 $ Secretary 11 0 $ 26-08 $ Task 13-Prepare Design Exception Form, as required Firm Principal 0 $ 79.04 $ _ Firm Associate 0 $ 48.65 $ - Senior Engineer 8 $ 45.48 Engineer I or Scientist l 0 $ 363.84 $ 38.84 $ - Engineer 11 or Scientist II 0 $ 30.50 $ Engineer III or Scientist III 0 $ 27.65 $ _ Secretary II 0 $ 26.08 $ _ t»- Task 14- Written response to Preliminary Plan Comments Firm Principal 1 $ 79.04 $ 79.04 Finn Associate 2 $ 48.65 $ 97.30 Senior Engineer 4 $ 45.48 $ 181.92 Engineer I or Scientist 1 0 $ 38.84 $ - Engineer 11 or Scientist 11 0 $ 30.50 $ Engineer III or Scientist Ili 0 $ 27.65 $ _ Secretary II 0 $ 26.08 $ Task 15-Prepare Preliminary Right of Way&Easement Legal Descriptions Firm Principal 0 $ 79.04 $ - Firm Associate 1 $ 48.65 $ 48.65 Senior Engineer 0 $ 45.48 $ - Engineer I or Scientist 1 0 $ 38.84 $ - Engineer 11 or Scientist If 0 $ 30.50 $ _ Engineer III or Scientist III 0 $ 27.65 $ - Secretary 11 0 $ 26.08 $ - r Task 16-Submit Preliminary Plans to Utilities and coordinate to minimize relocations Firm Principal 0 $ 79.04 $ - Firm Associate 1 $ 48.65 $ 48.65 Senior Engineer 0 $ 45.48 $ - Engineer I or Scientist 1 0 $ 38.84 $ Engineer 11 or Scientist II 0 $ 30.50 $ - Engineer Ili or Scientist III 0 $ 27.65 $ - Secretary II 0 $ 26.08 $ - Phase 3-Final Plans Task 17-Administration(QA/QC,Design Coordination,Progress Reporting) Firm Principal 8 $ 79.04 $ 632.32 Firm Associate 24 $ 48.65 $ 1,167.60 Senior Engineer 0 $ 45.48 $ - Engineer I or Scientist 1 0 $ 38.84 $ _ Engineer 11 or Scientist II 0 $ 30.50 $ - Engineer III or Scientist 111 0 $ 27.65 $ Secretary II 0 $ 26.08 $ - Task 18-Prepare Final/Right of Way Plan Set Firm Principal 2 $ 79.04 $ 158.08 Firm Associate 7 $ 48.65 $ 340.55 Senior Engineer 22 $ 45.48 $ 1,000.56 Engineer I or Scientist 1 30 $ 38.84 $ 1,165.20 Engineer II or Scientist 11 0 $ 30.50 $ - Engineer III or Scientist III 57 $ 27.65 $ 1,576.05 Secretary II 0 $ 26.08 $ - Task 19-GBA/CMPS Peer Reviews Firm Principal 2 $ 79.04 $ 158.08 Firm Associate 2 $ 48.65 $ 97.30 Senior Engineer 8 $ 45.48 $ 363.84 .. Engineer I or Scientist 1 0 $ 38.84 $ - Engineer II or Scientist 11 0 $ 30.50 $ - Engineer III or Scientist Ili 0 $ 27.65 $ - Secretary 11 0 $ 26.08 $ - Task 20-Final Construction Cost Estimate Firm Principal 1 $ 79.04 $ 79.04 Firm Associate 1 $ 48.65 $ 48.65 Senior Engineer 4 $ 45.48 $ 181.92 Engineer I or Scientist 1 8 $ 38.84 $ 310.72 Engineer 11 or Scientist II 0 $ 30.50 $ - Engineer III or Scientist III 0 $ 27.65 $ - Secretary It 0 $ 26.08 $ - Task 21-Prepare Special Provisions and Bid Proposal Documents Firm Principal 0 $ 79.04 $ Firm Associate 2 $ 48.65 $ 97.30 Senior Engineer 8 $ 45.48 $ 363.84 Engineer I or Scientist 1 0 $ 38.84 $ Engineer II or Scientist II 0 $ 30.50 $ Engineer III or Scientist III 0 $ 27.65 $ Secretary II 0 $ 26.08 $ Task 22-Final/Right of Way Pians,Specs, &Estimate Submittal to City, County&MoDOT for review Firm Principal 0 $ 79.04 $ _ Firm Associate 0 $ 48.65 $ - Senior Engineer 2 $ 45.48 $ 90.96 Engineer I or Scientist 1 0 $ 38.84 $ - Engineer II or Scientist II 0 $ 30.50 $ - Engineer III or Scientist 111 2 $ 27.65 $ 55.30 Secretary II 4 $ 26.08 $ 104.32 Task 23-Meeting with City/County/MoDOT to review plans Firm Principal 0 $ 79.04 $ _ Firm Associate 8 $ 48.65 $ 389.20 Senior Engineer 8 $ 45.48 $ 363.$4 Engineer I or Scientist 1 0 $ 38.84 $ - Engineer II or Scientist II 0 $ 30.50 $ - Engineer III or Scientist 111 0 $ 27.65 $ Secretary II 0 $ 26.08 $ Task 24-Address Comments from the City, County, &MoDOT Firm Principal 0 $ 79.04 $ - Firm Associate 4 $ 48.65 $ 194.60 Senior Engineer 0 $ 45.48 $ - Engineer I or Scientist 1 0 $ 38.84 $ Engineer II or Scientist II 0 $ 30.50 $ Engineer 111 or Scientist III 0 $ 27.65 $ - Secretary 11 0 $ 26.08 $ Task 25-Final Utility Coordination Firm Principal 0 $ 79.04 $ Firm Associate 2 $ 48.65 $ 97.30 Senior Engineer 0 $ 45.48 $ - Engineer I or Scientist 1 0 $ 38.84 $ -. Engineer II or Scientist II 0 $ 30.50 $ - Engineer III or Scientist 111 0 $ 27.65 $ - Secretary 11 0 $ 26.08 $ - Phase 4- Bidding and Pre-Construction Services Task 26-Prepare SWPPP and Permits Firm Principal 0 $ 79.04 $ - Firm Associate 2 $ 48.65 $ 97.30 Senior Engineer 0 $ 45.48 $ - Engineer I or Scientist 1 0 $ 38.84 $ - Engineer II or Scientist II 0 $ 30.50 $ Engineer III or Scientist III 0 $ 27.65 $ - Secretary II 0 $ 26.08 $ - Task 27-Address Contractor Questions during Bidding Firm Principal 0 $ 79.04 $ - Firm Associate 8 $ 48.65 $ 389.20 Senior Engineer 0 $ 45.48 $ - Engineer I or Scientist 1 0 $ 38.84 $ - Engineer II or Scientist II 0 $ 30.50 $ - Engineer III or Scientist 111 0 $ 27.65 $ - Secretary II 0 $ 26.08 $ - Task 28-Attend Pre-Bid Conference Firm Principal 0 e $ 79.04 $ - Firm Associate 8 $ 48.65 $ 389.20 Senior Engineer 8 $ 45.48 $ 363.84 Engineer I or Scientist 1 0 $ 38.84 $ - Engineer 11 or Scientist 11 0 $ 30.50 $ - Engineer III or Scientist 111 0 $ 27.65 $ - Secretary II 0 $ 26.08 $ - SUBTOTAL 593 $ 24,694.05 Payroll Overhead(55.64%) $ 13,739.77 General and Admin.Overhead(134.06%- 0.26%) $ 33,169.05 TOTAL LABOR AND OVERHEAD $ 71,602.87 Fixed Fee(14.0%of Direct Salary and Overhead) $ 10,024.40 TOTAL LABOR,OVERHEAD,AND FIXED FEE $ 81,627.27 Other Direct Costs Rental Vehicle/Fuel(3 trips to Jefferson City) $ 300.00 Personal Vehicle Miles $ 200.00 SUBTOTAL $ $00,00 Subcontract Pass-Through Costs Central MO Professional Services(CMPS) $107,593.10 Tsi Engineering,Inc. $ 23,230.71 Vireo $ 12,258.25 Leigh&O'Kane $ 29,565.36 SUBTOTAL $172,647.42 DESIGN ENGINEERING CONTRACT CEILING $254,774.69 ATTACHMENT B.1.1 ESTIMATE OF COSTS for CMPS Highway 54 and Stadium Blvd Interchange Area Improvements STP-3111(509) Phase 1 -Existing Conditions&Data Collection Hours Rate Cost Task 1-Design Kickoff Meeting(Travel to JC) _ Firm Principal 2 $ 55.00 $110.00 Professional Engineer 2 $ 36.17 $72-34 Technician it 0 $ 29.13 $0.00 $182.34 Task 2-Obtain Ownership Title Certifications,RIW Documents, Easements Firm Principal 0 $ 55.00 $0.00 Professional Engineer 4 $ 36.17 $144.68 Technician II 0 $ 29.13 $0.00 r $144.68 Task 3-Obtain Utility Information including plans from Utilities Firm Principal 0 $ 55.00 $0.00 Professional Engineer 8 $ 36.17 $289.36 Technician Ii 4 $ 29.13 $116.52 $405.88 Task 4-Topographic Surveying&base map including utility locations&Property Corners Firm Principal 0 $ 55.00 $0.00 Professional Engineer 8 $ 36.17 $289.36 Technician II 32 $ 29.13 $932.16 3 Man Crew 70 $ 57.42 $4,019.40 $5,240.92 Task 5-Prepare Property Base Map including Land Corner Ties Firm Principal 0 $ 55.00 $0.00 Professional Engineer 0 $ 36.17 $0.00 Technician II 60 $ 29.13 $1,747.80 3 Man Crew 8 $ 57.42 $459.36 $2,207.16 Phase 2-Preliminary/Right of Way Plans Task 6-Administration(QA/QC,Design Coordination,Progress Reporting) Firm Principal 0 $ 55.00 $0.00 Professional Engineer 8 $ 36.17 $289.36 Technician II 0 $ 29.13 $0.00 $289.36 Task 7-Storm Drainage Design Analysis Firm Principal 0 $ 55.00 $0.00 Professional Engineer 8 $ 36.17 $289.36 Technician II 0 $ 29.13 $0.00 $289.36 Task 8-Prepare Preliminary/Right of Way Plan Set Firm Principal 8 $ 55.00 $440.00 Professional Engineer 282 $ 36.17 $10,199.94 Technician II 260 $ 29.13 $7,573.80 $18,213:74 Task 9-GBA/CMPS Peer Reviews Firm Principal 2 $ 55.00 $110.00 Professional Engineer 16 $ 36.17 $578.72 Technician II 0 $ 29.13 $0.00 $688.72 Task 10-Preliminary Construction Cost Estimate Firm Principal 0 $ 55.00 $0.00 Professional Engineer 16 $ 36.17 $578.72 Technician II 0 $ 29.13 $0.00 $578.72 Task 11-Preliminary/Right of Way Plans Submittal to City,County,and MoDOT for review Firm Principal 0 $ 55.00 $0.00 Professional Engineer 2 $ 36.17 $72.34 Technician Il 0 $ 29.13 $0.00 $72.34 Task 12-Prepare for and conduct Public Hearing with Minutes Firm Principal 2 $ 55.00 $110.00 Professional Engineer 8 $ 36.17 $289.36 Technician If 4 $ 29.13 $116.52 $515.88 Task 13-Prepare Design Exception Form,as required Firm Principal 0 $ 55.00 $0.00 Professional Engineer 2 $ 36.17 $72.34 Technician II 0 $ 29.13 $0.00 $72.34 Task 14- Written response to Preliminary Plan Comments Firm Principal 2 $ 55.00 $110.00 Professional Engineer 2 $ 36.17 $72.34 Technician II 2 $ 29.13 $58.26 $240.60 Task 15-Prepare Preliminary Right of Way&Easement Legal Descriptions Firm Principal 0 $ 55.00 $0.00 Professional Engineer 16 $ 36.17 $578.72 Technician II 40 $ 29.13 $1,165.20 3 Man Crew 24 $ 57.42 $1,378.08 $3,122.00 Task 16-Submit Preliminary Plans to Utilities and coordinate to minimize relocations Firm Principal 2 $ 55.00 $110.00 Professional Engineer 12 $ 36.17 $434.04 Technician II 8 $ 29.13 $233.04 $777.08 'Phase 3-Final Plans :Task 17-Administration(QA/QC,Design Coordination,Progress Reporting) Firm Principal 2 $ 55.00 $110.00 Professional Engineer 8 $ 36.17 $289.36 Technician II 0 $ 29.13 $0.00 $399.36 Task 18-Prepare Final/Right of Way Plan Set Firm Principal 8 $ 55.00 $440.00 Professional Engineer 129 $ 36.17 $4,665.93 Technician II 148 $ 29.13 -$4,311.24 $9,417.17 Task 19-GBA/CMPS Peer Reviews Firm Principal 0 $ 55.00 $0.00 Professional Engineer 8 $ 36.17 $289.36 Technician II 0 $ 29.13 $0.00 $289.36 Task 20-Final Construction Cost Estimate Firm Principal 1 $ 55.00 $55.00 Professional Engineer 8 $ 36.17 $289.36 Technician II 0 $ 29.13 $0.00 $344.36 Task 21-Prepare Special Provisions and Bid Proposal Documents Firm Principal 1 $ 55.00 $55.00 Professional Engineer 16 $ 36.17 $578.72 Technician II ` 4 $ 29.13 $116.52 $750.24 Task 22-Final/Right of Way Pians,Specs, &Estimate Submittal to City, County&MoDOT for review Firm Principal 0 $ 55.00 $0.00 Professional Engineer 0 $ 36.17 $0.00 Technician 11 0 $ 29.13 $0.00 $0.00 Task 23-Meeting with City/County/MoDOT to review plans Firm Principal 1 $ 55.00 $55.00 Professional Engineer 2 $ 36.17 $72.34 Technician II 2 $ 29.13 $58.26 $185.60 Task 24-Address Comments from the City,County,&MoDOT Firm Principal 0 $ 55.00 $0.00 Professional Engineer 4 $ 36.17 $144.68 Technician II 4 $ 29.13 $116.52 $261.20 Task 25-Final Utility Coordination Firm Principal 0 $ 55.00 $0.00 Professional Engineer 4 $ 36.17 $144.68 Technician II 0 $ 29.13 $0.00 $144.68 Phase 4-Bidding and Pre-Construction Services Task 26-Prepare SWPPP and Permits Firm Principal 0 $ 55.00 $0.00 Professional Engineer 8 $ 36.17 $289.36 Technician 11 0 $ 29.13 $0.00 $289.36 Task 27-Address Contractor Questions during Bidding Firm,Principal 0 $ 55.00 $0.00 Professional Engineer 8 $ 36.17 $289.36 Technician II 0 $ 29.13 $0.00 $289.36 Task 28-Attend Pre-Bid Conference Firm Principal 1 $ 55.00 $55.00 Professional Engineer 2 $ 36.17 $72.34 Technician II 0 S 29.13 $0.00 $127.34 SUBTOTAL 1293 $ 45,539.15 Payroll Overhead(34.88%) $ 15,884.06 General and Admin.Overhead(73.13%) $ 33,302.78 TOTAL LABOR AND OVERHEAD $ 94,725.99 Fixed Fee(12.0%of Direct Salary and Overhead) $ 11,367.12 TOTAL LABOR,OVERHEAD,AND FIXED FEE $106,093.10 Other Direct Costs Deeds $ 500.00 Pins,lathes,printing $ 1000.00 SUBTOTAL $ 1,500.00 DESIGN ENGINEERING CONTRACT CEILING for CMPS $107,593.10 US Highway 54 in Jefferson City LEIGH&O'KANE Structural Hours 11/12/14 Itemized Fee Task --Principal Pro'. Engr ITechnician Totals $64.90 $36.06 $16.00 PRELIMINARY Compare costs for CIP conc vs MSE 8 Team coordination meeting 2 2 CONSTRUCTION DOCUMENTS Final design of selected system 80 Design check 4 32 Detail walls including bar bills 4 91 Sheet check and corrections 8 16 Cost estimate(quantities only) 8 16 Cost estimate check 8 Attend Public Meeting in JC 10 Specifications 8 Coordination and team meetings 8 Subtotal Labor Hours 6 17611 1231 305 Subtotal Cost $ 389 $ 6,347 $ 1,968 $ 8,704 OH 1.97 $ 767.12 $ 12,502.72 $ 3,876.96 $ 17,147 Profit 13% $ 150.35 $ 2,450.41 $ 759.844--$ 3,360.60 Total $ 1,306.87 $ 21,299.69 $ 6,604.80 $29,211.36 Reimbursable allowance Expenses to Jefferson City $ 304 Printing and Deliveries $ 50 Total $29,565.36 US-54 Interchange Project— Design City of Jefferson City, Missouri Scope of Work for Public Involvement Improved traffic flow continues to be the focus of the US-54 and Stadium Drive Interchange area. The City and a consultant team consisting of GBA for engineering 0 and Vireo for public involvement are preparing preliminary design plans for improving N the connections of the US-54 on and off ramps to Jefferson Street and the W 0 intersection of Jefferson Street and Stadium Boulevard. Q' Public involvement tasks are limited to the Design Phase and are described below. c Design Phase cu Task 1 - Public Involvement 0 1.1 Design Public Hearing The Consultant will coordinate a design public hearing to share the preliminary design and tentative right-of-way plans with the public and media. The hearing will follow the guidance outlined in Category 129: Public Involvement of the Engineering Policy Guide (EPG) for the Missouri Department of Transportation Kansas City (MoDQT). 929 Walnut Suite 700 Kansas City MO 64106 The hearing will be held at a free location that the City recommends and will 816-756-S690 occur over the course of three (3) hours during the late afternoon to early Omaha evening. Representatives from Vireo, GBA, and the City will staff the hearing 1111 N, 13th Street Suite 116 during the entire period to talk individually with citizens about their concerns. The Omaha, NE 68102 Consultant will be responsible for meeting logistics including securing the location, 402-553-5485 coordinating meeting space needs, and scheduling. The press release (described in Task 1.2), postcard (described in Task 1.3), display ad (described in Task 1.4), and legal notice (described in Task 1.S) will provide hearing notice. The City should provide additional notice through its website and/or social networks, e.g. Twitter and Facebook. The Consultant will prepare support materials for the hearing, such as sign-in sheets, name tags, 100 comment cards, interior and exterior directional signage, 100 copies of an 11"x17" meeting handout, and three (3)-30"x40" display-- boards. GBA will prepare appropriate mapping that depicts the preliminary design and tentative right-of-way plans. The Consultant will provide informal recording services via a handheld digital recorder or microcassette recorder to document oral public comments for the hearing. The Consultant will also summarize the questions/comments communicated by the public during the hearing in a transcript to the project file. The Consultant and GBA will prepare draft responses to substantive comments for inclusion in the transcript. The Consultant will prepare the final transcript as a full color, PDF document to the City and/or MoDOT personnel for review and comment. x 0 1.2 Press Release r CA W The Consultant will develop one { 1) press release for the public hearing. It will W o serve as meeting notice for the media and general public. The City will distribute °'6 the release via its media contact list and post it on its website and/or social c networks. C c ca 0 1.3 Postcard d o The Consultant will design and distribute one (1 ) postcard for the public hearing. The postcard will serve as meeting notice for up to 150 property owners and other stakeholders in the project area. The postcard will be S.5"x8.5", double-sided, and full color. It will be direct mailed to individuals included in the project contact list (described in Task 1.6). Extra postcards will not be printed. The Consultant will pay for postage. 0 1.4 Display Ad The Consultant will develop one ( 1) 1/4-page, black and white, display ad to provide notice of the public hearing (described in Task 1-1 ). The ad will be placed in 'the print and online editions of the News Tribune as a series of two insertions. One insertion will occur two weeks before the meeting; the second one week before. 0 1.5 Legal Notice The Consultant will develop one (1} two-column legal notice to be placed in the print edition of the News Tribune 21 days before the date of the hearing. • 1.6 Contact List: The Consultant will update the existing contact list that was developed during the study phase of the project. The list will include property owners' names and complete mailing addresses (street address, city, state, and zip code.}:-. it will include similar information for other stakeholder groups, such as public officials and Page 2 of 3 advocacy groups. The Consultant will then use the list to distribute the postcard invitations (described in Task 1.3). The list may include up to 150 contacts. The Consultant will update it once after the public hearing. Task 2 — Project Management 0 2.1 Project Management Management of the public involvement effort for the Design Phase will evaluate new ideas perspectives, issues concerns priorities, and raise associated with the a� ti , A , 06 06 project. The Consultant will manage team collaboration and coordination of community engagement activities as appropriate through emails and conference calls. In addition the Consultant will prepare monthly payment requests and invoicing. a `rte Page 3 of 3 � ! ! .!■) ) # - ; ! I!! !! ! I ! { `§ {12 T | ! | �� .,.. � d/ . ! ! 9 / : Z5 !! /\ � 9i , | © { \g \ / D! / § 2 � ! R /!; , ; t}!! !}zf! « /! 5 Q®a �a ]� 5 9 � • /! )/; 2 D q . �. :� l,l . l . . !I „ !) ,;,! �. ! !!! ,l , ' • � . aKJgl � /! 2 / G S, ° - g!! /! � R ■ ! § � . . r October 28, 2014 ,t. Mr. Paul M. Bertrand, P.E. GEORGE BUTLER ASsoCIATES 9801 Renner Boulevard Lenexa, KS 66219 Re: Proposal for Geotechnical Investigation Stadium Boulevard Interchange Jefferson City,Missouri Proposal No. SLM14168.00 I Dear Mr. Bertrand: I TSI Engineering, Inc. (TSi) is pleased to submit this proposal to George Butler Associates (GBA) to perform a geotechnical investigation for the Stadium Boulevard Intcrchange 1 Project near US-54 in Jefferson City,Missouri. Our understanding of the project is based on conversations with you regarding the project. PROJECT UNDERSTANDING The project consists of the construction of a new roundabout and 3 to 4 retaining walls for the Stadium Boulevard and Jefferson Street Intersection in Jefferson City, Missouri. The retaining wall at the northwest of the roundabout(Trinity Lutheran Church) will be up to 9 feet tall and will be in a cut. The retaining wall at the southwest of the roundabout .(abandoned car dealer)will be up to 10 feet tall and be used to retain new fill. The retaining wall at the motel will be up to 10 feet tall and will retain new fill. It is possible i rya that another wall will be located at the southeast corner of the roundabout. If added, this wall will likely only be a couple feet high. The retaining wall at the northwest will be either cast-in-place concrete or an MSE wall. The other retaining walls will be MSE r' tir walls. It is also understood that if there is a need to import fill,it will likely be shot rock from a nearby quarry. TSi will perform a geotechnical investigation for the project. TSi will follow MoDOT R, guidelines as much as possible. There are numerous utility lines at the intersection which ;, L�t° will restrict drilling access to portions of the site. The purpose of the geotechnical investigation will be to determine engineering characteristics of the soil underlying the proposed roadway and retaining walls,in order to provide geotechnical design and : construction recommendations. These recommendations would include an evaluation of r subgrade�Support characteristics.It is also understood that TSi will provide pavement 3; thickness recommendations using traffic volumes provided by GBA. L . y Mr. Paul Bertrand GEORGE BUTLER ASSOCIATES Page 2 SCOPE OF SERVICES TSI proposes to complete the following scope of services for the geotechnical investigation. 1. A minimum of tura sampled borings will be completed for each retaining wall. hi addition, MoDOT guidelines state that unsampled probes be made every 25 feet. Our intention is to combine the purpose of the retaining wall borings for pavement also. For purposes of this proposal,we have assumed a total of 8 borings plus 3 probe holes. (See the attached Proposed Boring Location Plan.) Each boring will be drilled to a depth of 20 feet. At each boring location, Standard Penetration Test(ASTM D 1586) and Shelby Tube samples (ASTM D1587) will be recovered in the soil at 2.5 foot intervals in the upper 10 feet and at 5 foot intervals thereafter. We have assumed 20 feet of rock core for borings in the cut area at the northwest portion of the intersection. In addition, a bulk sample of the subgrade soil will be collected at either one boring or as a composite from multiple locations for the perfonnance of laboratory standard Proctor compaction and California Bearing Ratio tests. The bulk sample will be recovered at the anticipated subgrade level for the new pavement. The groundwater depth encountered during drilling will be recorded for each boring. Where possible, the borings will be left open until the end of the day to obtain a delayed water level reading. The borings will be backfilled with auger cuttings and sand. There are numerous utilities at this intersection,so the quantity of borings and locations will be dependent upon access. Permission to access the properties of the church, car dealer,and motel will be needed. 2. A laboratory testing program will be completed for the samples recovered. The soil samples will be classified according to the Unified Soil Classification System (ASTM D2487). Each Shelby Tube sample will have classification,moisture content (ASTM D2216),unit weight, and unconfined compressive strength (ASTM D2166)tests performed;and the split spoon samples will have moisture content tests performed. Atterberg Limit tests(ASTM D4318) will be performed on selected soil samples from the borings. One bulk sample will be collected and tested for classification, moisture content,Atterberg Limits, standard Proctor moisture-density(ASTM D698),and California Bearing Ratio (CBR) (ASTM D1883)test. 3. A geotechnical investigation report will be prepared for the project that will document the course of the investigation,the field exploration and laboratory programs, and will present the boring logs, laboratory test data, and a description of the subsurface conditions encountered. The report will provide geotechnical recommendations for the design and construction of the new road and retaining walls, including the need for any subgrade improvement and pavement thickness. Mr. Paul Bertrand Gmicu, BUTLER ASSOCIATES Page 3 SCHEDULL• OF WORK PERFORMANCE We anticipate that field work could begin within two weeks after receiving written authorization .R to proceed. It is anticipated that the field exploration for the project will take approximately two to three days to complete. A written report of our findings will be issued within approximately four weeks after the completion of the field work and receival of the topographic map and traffic volume estimates. We will be happy to provide verbal infonnation as data becomes available. .ESTIMATED COST ISPs work NA,111 be performed on a time and material basis. Based on the proposed scope of work and assuming no unanticipated subsurface conditions are encountered,our fee for the project will be$ 23,230. If site conditions are encountered during exploration that warrants additional services, we will notify you to discuss the necessary scope modification. However, the fee will not be exceeded without your prior authorization. ASSUMPTIONS/CLARIFICATIONS In preparing,this scope of services and cost estimate, TSi has made the following assumptions: 1. TSi will stake the boring locations in the field and will coordinate with the property owner(s) for drilling access. 'I^Si-*s will have up to 6 hours to try to obtain permission to access. It is assumed that GBA will survey the boring locations after completion of the field work for this investigation. 2. TSi will clear the Utilities at the boring locations. 3. The borings will be backfilled with auger cuttings and sand, if needed.. Any excess auger cuttings will be mounded over each boring in grassy areas. 4. We have not included costs for-standby time or delays to the drilling, and assume we will have unrestricted access in the project area to complete our work. S. We have not included the cost for any site restoration, such as filling in fire ruts;however we will take reasonable precautions to minimize any damage resulting from the drilling activities. 6. TSi has assumed that all sites are free of environmental concerns. If suspect odors or other evidence of contamination or hazardous materials are encountered, then drilling will be terminated per OSHA regulations,and suspended until appropriate health and safety protocol are developed by a qualified environmental specialist retained by GBA.The costs for any delays,for environmental consultation,or for implementation of the consultant's Mr. Paul Bertrand GEORGE BUTLER ASSOCIATES Page 4 recommendations are not within the proposed scope or fees. 7. It is assumed that the lop of wall elevations in the attached boring location plan are also the existing grades. 8. TSi will perform bearing capacity and global stability analyses at each wall location. It is assumed that others(the wall designer)will perform the internal stability analyses. We have assumed that a topographic neap of the site with proposed final grades will be provided for use in our stability analyses. LIMITATIONS TSi will perform only those services described herein. OBA and TSi may subsequently agree in writing to provide additional services under this agreement for additional compensation. Services provided by TSi will be consistent with the engineering standards prevailing at the time and in the area that the work is performed. No other warranty, expressed or implied, is intended. Soil samples will be disposed based on MoDOT and Jefferson City requirements after submittal of the study report unless other arrangements are requested by GBA. Mr. Paul Bertrand GEORGE BUTLER ASSOCIATES Page 5 If this proposal is acceptable to you please sign in the space provided below and return one copy to us. We appreciate the opportunity to be of continued ser%-ice to GBA. Please feel free to call us if you have any questions, or if you wish to discuss the proposal in greaten-detail. Respectfully submitted, TSI ENGINEERING!INC. Kenneth M. Beny,PE Denise B. Hervey, PE Vice President of Engineering Principal Accepted by: GEORGE BUTLER ASSOCIATES A !� Printed Name Date T Signature Date Attachments: Proposed Boring Location Plan .� Detailed Cost Estimate Terms and Conditions NOTE: The contents of this proposal are confidential and shall not be distributed to any person(s)other than those for wham this proposal was intended. Geotechnical Study Cost Estimate 2014 Proposal No.: SI M14 J68 Date' 1023,20)4 p I of 2 Project dame_ Stadium Blvd-Jefferson City BY* _ KMIi No.(3orings. 8 Borings plus;Auer HoIcs,8(t)20'p us 3 auger hnles re)20 It PLANNING S1:APT UI' Principal Gfp.Mgr. Fn�r.V1 i mgr.fl Fop Cal cc FIELD INVESTIGATION SO 00 Lneincering Meetings-Scope,Various Review infix and Utilities Sitc Visu/1'ropeny Access ij S Dlilhn Supervision•Obsct-vatina 1 2 ?4 AnOC ge 550(l 0.56 Sub(otall S30S.00 Unit I)rtlling Prices Drill Rig:end Crew,Delailcd estimate can Sheet 2 Y- Sb._147.00 city Penn if(Verify Cost) 1 (d� S 150 00 each 5150.00 MoDNR Piero Permit 3 ar S 135 OU each 5405.00 Piezu.'Wcll prolmlor - (r: 516800 each for.luck up SO.00 PivWWelI prutecler r: $30000 each for flusb inotim 50.00 Per Diem 6(it 5120.00 per ditv 5720.00 Safety Cones and Signage (it) S200.00 per dad S0.00 TrafiicControl Ver•MODOT I lr'1% $1,050.00 day 51,050.00 Subtotal Dr ill+Markup 10% S9,429.20 LABORATORY TEST ING Supervision - -- -- 4 C'lassif icittion q. S5.00 50,00 Moisture Content 56(7r S4.50 5252.00 Penetiorticicr rj. S4.00 50.00 Extrusion 24 a, S15.00 5360.00 Unit Weight 24 Ti S25.00 5600.00 Unconfined Compression 24 ('at S55.0(I S1,320.00 Atterberg lamils 12 ((i) S70.00 5840.00 Sieve(no hydrrnneter) <<? S70.00 SUO UUTriaxial r, SIIO.UO _ 50.00 Hvdrometci Q 570.00 SO.00 Ruck-Unconfined Compr. ril S65.0U S0.00 Proctor and Ct1R I (Ft 5560.00 ......... .. S560.00) Subtotal Lab S3,932.00 ANAI.YSIS AND REPOR1 PREPARATION Reporl Documents Vicinity Map I Site and Boring Loeaticm Plan 1 1 13(n•itia Logs 0.5 1 4 Subsurface Profiles (g)N r) 1-ablcs 1 2 Analysis houndalions 2 4 Settlement 1 2 Lpile Parameters Lateral Earth Piwsures 1 2 Construction Considerations 1 2 Retaining Wail Considerations 3 9 Other-Pavement 2 Rcmrt Preparation Manhours 1 2 6 2 GEOTECHNICAL STUDY'f U rAL Manhour Total 0 8-5 7 44 42 2 Hour! Fee $65.00 566.50 556.00 529.00 S25.00 $15.00 Labor Tee $0.00 5565.25 5406.00 51.276.00 51.050.00 530.00 Subtowl fngr.Cost 53,327.25 Labor_Overliead C FAR 1.5658 .55.209.81 lrrofit 12% 51,024.45 PROJECT TOTAL: 523.230.71 11tsi1projectslSTL\Proposals\Proposals-Geotechnicat12014 PROPOSALSISLM14168.00 US-54 and Stadium Blvd Interchange%Cost_Esl_Stadium Blvd Jeff City Page 1 p.2 of'2 I'Si El\(jINL- R1?'(-),INC. Stadium Blvd-.Jefferson Cite 2014 PRICING; SLM14168 TASK QUANTITY COST 1 XTC.NSION Mob.Mmnb,L.nettl,within 60 miles one-way of TSi Office Co. S350.00 Luntp Sunt S000 Mob)Demoh.I-ocal.within 60 miles one-tray of TSi Office A f\ Rig fa' 5500.00 I-wnp Sum sU 00 Mob'Dcnroh.lonn,dist.Each way.beyond 60 utiles 260 a 54.75 utile S1.235.00 Dail3 Rig Usa#c Charge........ .AT\' 2 a; S250.00 /day 5500.00 Daily Truck Usagc Charge.. . ...Suppon'fruck 2 S95.00 day 5190.00 Little Brnvcr Auger Rig 5125.00 Iday s0.00 2-person Drill Crca-pert;test installations (y 5180.00 .'hour 50.00 PerDicm I(ri) S120.00 !day 50.00 Concrete coring «, S14.75 :inch 50.00 Asphalt coring ?, S9.00 !inch SO.00 Coring Ivinchinc and Generator tt S125.00 /clay SO.00 f Cowinuous Flight Augerin£ .. .0 to 50' 60 e $7.50 f-et 5450.00 Continuous)light Augering... ...51 to 100' (cp S8.50 ;iect 50.00 lolluty Stem AuPcring(H5,4).. .0 to SU' 140 r� SI 1.00 feet S).540.00 Hollow Slcntnunerin_e(HSA)._..51 to 100' 01 513.00 :fcct 50.00 I lollow Stem Aueerina(I ISA}.....below 100' a $16.50 feet $0.00 Hard'Dtillinit.Fill,rubble,etc a; 516.50 /feet SO.Ou Setup to mud rolaty or cure 2.@) S120.00 -- ,each 5240.00 Mud Rotary ..0 it,50' a% $13.00 ,fret $0.00 Mud Rotary- ..51 to 100' (fir 515.00 feet SO.00 Mud Rotary,bedrock (ay $15.50 feu $0.00 Split Spoon Sample(SS)..... ...0 to 50 32 a; S12.00 each 5384.00 Split Spoon Sampie(SS)..... 5I to 75' Cr►• $21.00 each SO.00 Split Spoon Sample(SS). 76 to 100' it 539.00 each MOD Split spoon sample(SSI... belmv 100' td 543.00 each S0.00 Shelby Tube Sample(ST)... .0 ro 50' 24 r• $27.00 each S648.00 Shelby Tube Samplu(SIT... 5l'to 75' C 538.00 each 50.00 Shelby Tube Sample(ST)... .....76 In 100' (r? 545.00 each 50.00 Shelby Tube Sample(ST)..... belo%, 100' S48.00 each 50.00 Setupron borings l O'w iess C S25.00 teach S0.00 AspbnIt repair,remove cuttings (44 S45.00 each 50.00 Rock Coring.-.... .... ..........0 to 50' �! 20 @t 535.00 I feet 5700.00 Rock Coring..... .. _.5)to)DO, O 546.50 ,feet $0.00 Rock Corin ............... .. ......below 100' t@ 548.00 /feet 50.00 Core BoxLs C S12.50 /each 50.00 Standby,Haul Watcr,Access 2 u S180.00 'hour 5350.00 Grout borings ky $7.00 ,hour 50.00 Piezometer Installation a` S180,00 i hour 50.00 2" PVC'SCREEN a; 57.75 t feet so.DO 2" PVC Riser @ S5.25 /icer 50.00 Flush mount and lock @ 5300.00 each $0.00 Bumper post•5 feet long,steel C 5104.50 each SO.00 Hcntonite Chips t^ $17.75 bag S0.00 Ther Sand C S13.50 'bag S0.00 Ready Mix u 58.25 bag 50,00 Packer pest Equiputent C 5210.00 t day SO.00 Local Travel @ S1.35 mile $0.00 2"Centrifugal Ttnsh Pump r 540.00 /day SO.00 Chainsaw Hentnl @ S65.00 day 50.00 Utility Clearance C 5150.00 LS $0.00 Project Management m 5120.00 hour $0,00 50.00 50,00 SOAO Total S6.247.00 1\tsilprojects\STL\Proposals\Proposals-Geotechnica112014 PROPOSALS\SLM14168.00 US-54 and Stadium Blvd Interchange\Cost_Est Stadium Blvd Jeff City Page 2 `R"S13 TERMS AND CONDITIONS To assure an understanding of matters related to our mutual responsibilities, these terms and conditions for professional engineering services are made a part of the agreement for the TSi Engineering, Inc. (Engineer) services, as described in a separate proposal to the Client: AMENDMENTS This agreement may be amended in writing providing both the Client and Engineer agree to such modifications. COMPENSATION FOR ENGINEERING SERVICES v The basis for compensation will be as identified in the proposal. o When "Lump Sum" payment is utilized, it shall include all labor and expenses (for the scope of work as defined in the proposal) incurred by the Engineer and shall not exceed the fixed payment amount without prior authorization of the Client. o When"Time and Materials"is utilized,it shall be computed by a multiplier factor times salary cost plus reimbursable expenses. o The"Salary Costs"means the direct labor and wages paid to all engineering personnel engaged directly on the work plus the cost of customary and statutory benefits including social security contributions, unemployment, health, sick leave,vacation, Workmen's Compensation,incentive and holiday pay applicable thereto. o "Reimbursable Expenses"means the actual expenses incurred directly or indirectly in connection with the work including but not limited to the following: Transportation and subsistence, toll telephone calls, telegrams, reproduction or printing, computer time and outside consultants. o The"Multiplier"is a factor for general direct overhead,indirect costs, profit and other costs. The Multiplier factor rate shall be identified in the agreement. TIME OF PAYMENT The Engineer may submit monthly invoices for services and expenses based upon the proportion of the actual work completed at the time of billing. Unless provided for otherwise, payments for engineering services will be due and payable thirty (30)calendar days from the date of the Engineer's invoice. LATE PAYMENT If the Owner fails to make any payment due the Engineer for services and expenses within sixty(60)days, a service charge of 1.5 per month will be added to the Client's invoice. This is an annual rate of 18%. WAIVER OF SUBROGATION To the extent damages are covered by property insurance during construction,Client and Engineer waive all rights against each other and against the Owner,Client,Engineer,contractors,consultants,subconsultants,agents and employees of the other for damages,except such rights as they may have to the proceeds of such insurance.Engineer Client,or Owner,as appropriate,shall require of the Contractor,other consultants,subcontractors,agents and employees of any of them similar waivers in favor of the other parties enumerated herein. LIMITATION OF LIABILITY In recognition of the relative risks and benefits of the Project to both the Client and the Engineer,the risks have been allocated such that the Client agrees,to the fullest extent permitted by law,to limit Engineer's liability to Client on the project for any and all claims,losses,costs,damages of any nature whatsoever or claims expenses from any cause or causes,including,but not limited to, Page 1 of 2 --- IUsWbtictGanerW Ofica INFO,FORMS,INSTRuc rIONS1TSi Contract and TermsWERMS AND CONDITIONS(New as of 10-11-2010),doc Attachment C.1 George Butler Associates, Ine. Statement of Direct Labor, Fringe Benefits and general Overhead Fiscal Year Ended September 27, 2013 Ailo`vable `Yo of Direct Description Expenses Labor Direct Labor S 6,643,331 100.00% Fringe Benefits Payroll Taxes 484,865 7.30° Vacation,Holidays,and Sick Pay 1,230,547 18.52 Employee Insurance and Benefits 1,210.036 18.21 Employee Bonus 410,798 6.18 Profit Sharing 361.000 5.43% Total Fringe Benefits 3,697,246 55.64% General Overhead Indirect Labor 4,366,964 65.73% Payroll Taxes •177,081 7.18°,a Automobile 82,386 1.24116 Depreciation and Amortization 327,264 4.93;0 Dues and Subscriptions 130.419 1.96("/(1 Equipment Rental .1,125 0.06% Insurance 319.575 4.81% 0 Legal and Accounting 132,570 2.00% Miscellaneous 15,230 0.23°0 Office Supplies 243,614 3.67°b Postage and Express 43,106 0.650' Computer and Office Services 747,737 l 1.2600 Repairs and Maintenance 15,988 0.24°'o Rent 1,245,953 18.75°0 Taxes 38,229 0.i8°0 Telephone 215,181 3.24% Business Promotion, Entertaimnent and Travel 500,149 7.53% Total General Overhead 89905,571 134.06% Total Indirect Costs 121602,817 189.70% Facilities Capital Cost of Money(FCCM) 17,541 0.26% Total Indirect Costs and FCCM $ 12,620,358 189.96%