The URL can be used to link to this page

Home My WebLink AboutRESOLUTION 1989-39Suggested by: Administration CITY OF KENAI RESOLUTION NO. 89-39 A RESOLUTION OF THE COUNCIL OF THE CITY OF KENAI, ALASKA, AWARDING A CONTRACT TO WINCE. CORTNELL.' BRYSON FOR PROJECT,CONSTRUCTION MANAGEMENT, COORDINATION, AND INSPECTION SERVICES FOR A NOT-TO- EXCEED AMOUNT OF $29,800 AND" TO MCH~_&_AssoCIAT~.S."FOR'PROJECT DESIGN REVIEW, SURVEYING, QUANTITY COMPUTATIONS, QUALITY CONTROL AND TESTING FOR A NOT-TO-EXCEED AMOUNT OF $34,308 FOR THE PROJECT ENTITILED TIP SUBDIVISION S_TREtT.IM_P_ROVENRNTS~ WHEREAS, the City of Kenai Wince, Corthe11, Bryson and and received the attached proposals from McLane and Associates for this work~ WHEREAS, the award includes design review, project construction management, coordination, quality control, surveying, testing, quantity computations, and inspection servicesl and WHEREAS, sufficient funds are appropriated; and WHEREAS, interest Corthe11, the Kenai City Council feels that it is in the best o£ the City of Kenai to award this contract to Wince, Bryson and Mchane and Associates. NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF KENAI, ALASKA, that a contract be awarded to Wince. Corthe11, B~vsgn-'for Project Construction Management, Coordination, and Inspection Services for a not-to-exceed amount of $29,800 and to MoLane. Associate~ for Pro~ect Design Review, Surveying, Quantity computations, Quality control, and Testing for a not-to-exceed amount o£ $3~,308. PASSED BY THE -COUNCIL OF THE-CITY OF KENAI, -ALASKA-,- this'3rd day of May 1989. , Ja~t Ruotsala-, City Clerk Approved by Finance: ~ Written by-'Public Works: e IATEI April 20, 1989 M&A 89-4007B Mr. Keith Kornelis, Director Public Works Department City of Kenai 210 Fidalgo St. Kenai, Alaska 99611 VIP SUBDIVISION STREET IMPROVEMENTS CONSTRUCTION PHASE CONSULTANT SERVICES Dear Keith: McLane and Associates is requesting that the Cify of Kenai consider a joint proposal from our firm and Wince Corthel Bryson to provide consultant services on the above mentioned project. We have reviewed anticipated work loads and schedules for both firms in the upcoming construction season. A joint effort will provide project staffing by well qualified local personnel who have permanent positions with the firms. Specific services are as follows: Wince Corthel Bryson: Contract Administration Construction Inspection McLane and Associates: Construction Surveying and Quantity Computations Quality Control and Material Testing The City will be required to execute two contracts for services on the project utilizing this method. Benefits to the City include elimination of the normal cost plus percentage manner of charging for subcontract services and that each firm will provide the required liability insurance resulting in twice the coverage for professional liabilty. We feel that this is a cost effective approach for the project. A few years back, street improvements in Valhalla Subdivision were done this way with satisfactory results for the City. p.O. BOX 4B8 IEIO OTNA, AK t 11 1 it 9 I07-2EI ,21EI Page 2 VIP Subdivision Street Imp. Detailed proposals from each firm are attached. Manpower requirements, key personnel and cost estimates are shown. Should you have any questions on the concept or the individual proposals, please contact Sam McLane at 283-4218 or Phil Bryson at 283-4672. Thankyou for the opportunity to submit this proposal. Sincerely, S. A. McLane encl 14 Z NC:E-CORTHELL.-BRYBON CONBUL.T ]:NB ENBZNEE~ P.O. BI:IX 104:1~ KEN;:IZ~ City of Nenai 410 Fidal9o Street Kenai~ Alaska 99611 Attnm Jac~k Lashot:~ P.E. April 13~ 1989 Subject= Proposa! for~ Construction Hanagement Services 1988 Street Ir~ppovemsnts- V.I.P. EarthWork and Paving We have been requested by the Ppo3ect Design f'irm, HcLane and Associates, to submit a joint pPoposal with them for the Subject Project in which we would provide Hanal]ement and Inspection Services, and HcLanes would provide 8urvey~ Hatepials TestinB~ Volume Determir~tions, Pre-construction Work ~ith Utility Owneps~ and Final Record Drawings. to HcLanes generally providing Sect ion 3. 05, and corpesponcl; W.C.'B. the It is cup intention to have ~laek Blanning and provide the In,peet ion and Project Hanage=ent Contractor act ivit is= dictate. Casey Hadden Services as the following Engineering We estimate that ~e=e~sapy -to adequately"inEpect the Subject' Ppo3ect = Services will be We ~'urthee e~tiMate 1:hat the above listed costs distributed am follow=~ #ill have PHASE COST Bags Bid ~41,300 Alt. I 3, 000 Alt. 4 4, 000 Alt. 3 500 Alt. 4 1,000 ..be~ng.~ 'Bid ',during the 8p~g. of 1989, ~n.an 'amoun~ no~ to-, the. C~y:.. : ".. Ne' ~ p~oPO~e . ~o' p~ovtd· .'~he~e. '~e~vi'eeS in". _a~e°~d'aflee . W~h .OU~ If' you have any quest:ions, ear1 iest" COnvenience, - ~_N~ .~., _E-CORTHELL-BRYBON Philip W. Bry~ot,'~ P.E. please Contact'ou~'Office.' at your . .. Enell 1989 Ra~es and Charges GCHEDULE.OF .. CONGULTXN8 ENGXNEERB " BOX. 1041. ,...Kenai~ · Alaska 99611 .V,:I, P, Ea~h~oek and PavinD RATE8 AND'CHaRGES- FOR ENGINEERING EFFECTIVE 3ANUARY 1~ 1989 Pro3ect SERVICES PERSONNEL TYPE RATES PER HOUR Engineep VI I Engineer VI Engineep V Dt-aftsman or CAD Operator Typist (Reports and Gpecifications Only) Computer-Aided Draft inD (In addition to Operator~) $75. O0 65. O0 50. O0 35. O0 3a. O0 $15. O0 SUBCONSULTANTS Subconsultants-shall ADDITIONAL-CHaRGES be charged at their- billiv~B Pates plus 10 % Automobile travel at the ware of $0. 35 pet- mile travel led. Actual, cost of airlines, charte~, train, bus or cab auto rental-. l~tual '=os~ of subsis~en~e_.and' lodging, . ~eei.~h~ e~ppess ~a~ges and postage Other than ~onsU I rant s. Bluel ine copies, at $0. 35: pe~, S. F. Xerox ~opie~ at $0.10 pep 8h~. Nylae copies a~ $3.00 pe~ To the total amount percent (10~() shal COSt E~. ' ' be added. ~ow admtntstrat ion and overhead. Engineering classi~ica.tionS sho~n co~resp°nd to ASCE g-ades ONAL ENGINEEI~, 5URVEYORS & PLANNERS ~&A 89-4007C Proposal for Consultant Services VIP SUBDIVISION STREET IHPROVENTS Const~¢tio~ Surye¥ing* Tasks: A) B) C) D) E) F) Clearing Limits Slope Stakes Excavation Cross Sections Grade Stakes (Type III) Subbase Stakes (Type I) Finish Stakes (D-I) Anticipated crew hours required: CF3 Three man crew CF2 Two man crew CF1 One man crew * AS 36.05.30 prevailing wage rates 70 hrs 140 hfs 8 hfs apply Quantity computations Tasks: A) B) C) Original ground sections Excavation volume by neat line template Excavation volume by after ex cross section Anticipated personnel hours required: CT computer technician 42 hfs Micro-computer** 30 hfs ** Computer system time charged only when used with ESP 200 engineering software. Pacsoft quality Control and Materials Testing Soils: U9 ASTM D 155 U1 ASTM C 136 U38 ASTM D 2922 U4 ATM T-4 Compaction Standard Combined Sieve Analysis Field Compaction (nuclear) Fracture Count BOX 4CB SOLOOTNA, AK Page 2 VIP Subdivision Aspha 1 t: UA2 ASTM D 2172 UA15 ASTM D 4125 UA4 ASTM D 1559 UA7 ASTM D 2950 UA9 ASTM D 3549 Key Personnel Bitumin Content Bitumin Content (nuclear) Marshall Series Density of Bit. Paving (nuclear) Thickness (coring) Project administration: Construction Surveying: Quantity Computations: QC & Material Testing: Estimated Cost Sam McLane Stanley S. McLane, PLS Glenn E. Tinker, PLS Michael Johnson Mary Toll McLane and Associates will provide the personnel and equipment necessary to accomplish the above described tasks for a fee not to exceed $ 34,308.00. Personnel time and material testing will be charged in accordance with the attached rate schedule. Mc.Lane and Associates Date: ~ ~IAllB Technical Feroo~el, Survey Crew & Specialized Equtpmen~,, Fee Scheduleqo.. K. FFE_CTXVB_ !/~/89.. . Descr!p~ton. __ ~' - Fer Hour - . Fe~ Hour. ........ :er (-eer Tech~e~n X Draf )erson ClertcaX SURVEY ~XELD CRE~S, $~ANDARD ,00 39,00 . .St_raLshc ___· _Overt~me X~,CL.O. DSS STA~D,ARD EQUXP_~H_ T C_r_ev ~ _ ..... Crev __ -' ~au . Chte~ of ~arCies (~l, FIO) ............. ~0._0,0 ................. 6~..-00 Field c'~e~. '~-Fe~'s_~_-. ' ::.,(z~2', ' ~ '~o) ~ '-'- 88,00 44,00 _ ' - IX'0,00 55;00 Fietd cre~,: 3,-~e~5_~.'-: ' (F3, :- 17~o):- :-x~'7;'o5" 3-9.'~5' :::: -- :x$~-*0o-:-:--53,o0 -- SURVEY FXELD CP~I~S, TITLii 36* ' (*~hen Applicable) Scraish__~ _ _ 0verc.Lm_e__ !H. CLUDE, S STAHD.A~D, .EOU_X~_ _ C:r_~_~::.. t4an _- ......... _Crew ~- . Nan_ _ ?ield, Crew,, ,,1,-F, ers,on., __ (CFX,_ .. CF01): ......,. _S..5.,.0.0 ..........73.00 _ Field Crew, 2-Fete. sm .. .~C~2.,_: cF02) .... 1fo,0_0_ :: _- :5~ . 00 ._ ........ 138.001-..'~9.00" Fiel;d Cr~w° 3?ersatZ-' '- '- -(CF3,: C~)3):-. :'_ :_ ~62.00 : _S&..00 .... 20_~;.00. -68.00 : F!.eld: Ct_er° '~' Fer:8'o~ ' ' ' ,{~c~b.p_: _C_F04)_ _ --- 2tp::00 ._:: -$3..00 .......... 268.00_ ::67,00 ~,XCSO-COm~ERS, Ena~__n_.eezins/Drafc~_a ApplteaCione 12,50 per Hour ........... ~ord ~roCess.~ni ' S":~ead Sheets- ...... ~"' :~' b','0'0 - ;at-'Hour" : - .SUtF.L,,E~H_?A~Y XHF0 _B~AT_X0H The hourly races are portal Co portal from HcL~e and AooociaCe~, located aC HtXe Kena~ Spur H~shvay, · theodolites, eXecCroni= measur~n8 equt~en~, curs-levels and Hobfle ~'Radtoe. Other available equt~enC nsc included ~n Chess hourly races are XtoC~ on the SquLpuenc Fe_~ Schedule_, Transpor~aCim and subsistence while avay from Kenat whm nsc provided by the elieut, are billed aC the a~CuaX cooc plus ten Percent (X0Z) overhead. The above races are accordance vtCh the DeparCmena of Labor requir~Co as per '~ .36.05.0~0 and 'AS 36,0S,030, Above races inelude insurance eoverase with ~C8 of General and ~rofeootonaX Liability to $25p,000,00. Ce~fleaCe of Xnbur~ee prov~d~ upon P. Ch19OX4~SB [3C3LI3C3'r~I~:AKO~SeB OO7-~83-d~18 .:. HcLane and Associates Laboratory Fee Snhedule (effective 1/1/09) ~.ABORATORY & FIE~D..T£ST_~II~TH~O,D,.S_EOR SO_ILS PRICE APPL'ICABLE CODE __ STANDARDS TEST DESCR I PT I ON Ul ASTN C-138 D-II4O C-Ii7 U2 AST# D-422 U3 AT# U4 AT# T-4 US U6 U7 U8 U6 Uti Ut2 UI3 UI4 U35 U36 U39 NDR ASTIr D-422 AST# i)-422 ASTfl D-2467 D-2466 D-2216 ASTH D-2216 ASTfl C-127 ASTH C-126 AST# D-a316 AASHTO T9O-gi ASTfl D-2974 AT# T-J3 AST# D*1657 ASTH D-2022 D-2167 D-i566 ASTfl D-2022 D-2167 D-1656 AST# D-2622 Cosblned Coarse and Fine Sieve Analysis, unshed Coarse Sieve Analysis, unvaehed Fracture Count, plus 14 Sieve flaterlal Fracture Count, plus lie Sieve flaterJal Hydroleter (30 lin. frost ciasa.) Hydroleter (full 24 hour readings) Visual Soil Class., SaBple Grouping, #oisture Content, Dry Strength Holsture Content only Specific Gravity & Absorption (Coarse Aggregate) Speaifio Gravity &Absorption (Pine Aggregate) Liquid Lisit, Plastic Ltllt, Plasticity Index Organic Content of Soil by Lees on Ignition Degradation of Aggregates Compaction Standard (floisture* Density Relationship of Soils & Soil Aggregate flixturea) Field Compaction Test (by Nuclear Densoneter, Rubber Balloon' or Sand Cone Hethods) First i)enslty . Field Coepactlon Test (by NuClear DensometeT, Rubber Balloon or Sand Cone Nethods) Add*l. Densities, same trip ' Nuclear Densoleter Rental (in addition to technician time) UNIT PRWC£ . J 6O. OO.each. 40,00 each 20.00 each 3O. OO-mach 60.00 each 65.00 each 12.50 each 7.eOn ach ,45.Heach 160.60 each GO. eOn ach 5O.60each 176.66 each 246.60 each 45.00 each 26.00 each 14.00 hour HoLane and Associates laboratory Fee Schedule (effeotive l/I/69) ASPHALT. nUAI,!TY. CONTROL Phi .... eST ' " APPLICABLE T DESCRIPTION CODE, STANDARDS., . UAl UAS UA3 UAI5 UA4 UA5 UA6 ASTH'D-1666 ASTH D-2172 (flethod A) ASTII D-2172 (bthod B) ASTIt D-4126 ASTH D-1559 ATH T-t4 ASTIt D-3549 UAGA ASTfl D-3549 UA? ASTH 0-2950 UA8 ASTlID-2950 UA9 ASTH D-3649 Bltualnoue fils Design by Ibrshll flethod BltuaenContent Centrifuge Extrao- tlon v/Gradatlen& Ash Correotlon BltunenContent Reflux Extraotion v/Gradation & Ash Correotion BltuaenContent Nuolear Gauge #lth Gradation Harshall Haslnus Density, Stability, Floe & Voids (3 lab coapaoted epee.) Coating & Stripping of 9itueen- Aggregate #lstures Thieknese &Density of Coapaoted Bituainous Paveeent by Coring flethod (first teat) Thickness & Density of Conpaeted Bitunlnous Pavenent by Coring flethod (add'l. tests, sane trip) Density of Bltueinous Paveaent in plane by the Ruolear flethod (first trip) Density of 9itutinous Pavenent in plaoe by the Nuolear xethod (add*l. tests, saab trip) Thiekness of Bltuninous Pavenent, Corinl PRICE__ ........ 41,766.60 eaoh ' 150.06 eaoh · 14l. OI eaoh leO.oo ,ash 16o,0o each 146.60 eaoh 166.60 eaeh 60.00 eaoh 35.00 each 46.60 eaoh 25.60 eaQh 12.00 inch HeLAM and Associatel laboratory Fee Schedule (effective 111189) CONCRETE. QUALI.TY.COHTRO~ PRicE APPLICABLE ~£ST DE$CRIPT'I'oN CODE. 'eTA#DA#PS UCI, ASTIJ C-31 C*143 C*173 UC2 AST# C-31 UC3 AST# C-148 UC4 AS?# C-173 UCS AST# C-31 UC6 ASTH Co138 UC7 AST# c-3e UC8 ASTII C-42 UCO ASTH Various Field Cast O Cylinders, Test SluBp, i Air Content Field Cost O Cylinders only Additional SlepT est Additional Air Content Extra Control Cylinders Field Yield or Unit Veifht Cure &Test Compressive Strenlth of Cylinders, Cubes, Prises or Cores Concrete Corinf (in addition to technician tile) Concrete #ix Deeifn (billed on Time & aaterials and Unit Price combined) 45.00 16,00 each IS. el each IL00 each 20.00 each lo, se each 12.00 IMh Laboratory hours are 8:OO AH to 6:eO PR #onday throufh Friday. Overtlle testlnf, field or laboratory tests porforlend outside reoular hours or on veekends viii be billed at 1,2S times the refulaf fate, Additional test sentods not listed in this fee schedule viii be billed on STies and #aterlals basis.