Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
RESOLUTION 1997-43
CITY OF KENAI RESOLUTION 97.43 * Suggested by: Administration. AA RESOLUTION. OF. THE COUNCIL OF THE* CITY OF KENAI, ALASKA, AWARDING CONTRACT FOR PROFESSIONAL CONSTRUCTION. SERVICE8 TO wINcE- CORTHELL,BRY$0N.FOR .THE PROJECT:ENTITLED '"TAXIWAY C EXTENSION. NORTH,FOR THE~TOTAL.AMOUNT OF $195.815.00. '"~ · *' WHEREAs, WlnCe"CorthelI-Brys°n's proposal dated May 29, 1997. June 3, 1997; and" was received' On WHEREAS, the recommendation of the City Engineer and the Airport Manager is to award the contract to Wince-CorthelI-Bryson; and WHEREAS,' sufficient funds have been appropriated to award this project; and WHEREAS, this contract 18 to provide resident engineering services including computation of quantities, inspection, construction surveying, and testing; and WHEREAS, the contract award is contingent upon FAA approval and receipt of grant funds; and WHEREAS, the Council of the City of Kenai ha8 determined that the award to Wince-COrthelI-Bryson would be in the best interest of the City. .NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF. THE ~ITY OF KENAI,. ALASKA, that:the COntract for COnstru~ion services for the project entitled "Taxiway C' E~ensiOn North· be awarded to Wince-Corthell-Bry~on for the total amount'of $195,815.00. PASSED BY THE COUNCIL OF THE CITY OF KENAI, ALASKA this,18a day of June, 1997. Carol L. Frees, City Clerk Approved by Finance: _ Written by Public Works.'--:":":":":":":~~- Ikw106110197 - ~-- P.o. sox ].041, I:nAZ, ~ 99611 " (~7) 283-4672, F~ (907) 283-4676 .: . 210 Fid~lgo, Suite200 Kenai, Al~d~99611 ]Giy 29, 1997 Subject: 1997 ]Gmal )lunicilml iiz/m~t 'L'axLva¥ Be" Egt~rmion ~ for Resident i~gineezing/bpectlon SezvLm provide *.~..~ .o~..?v. i~ for the subject l~o~ect, ve ~e pZmmed Sez~iceB · izl~l~ comlmbltlon o£ qlmM~i~Le8 ~ AnupeGl~,al!~ ommt_-'u~/on surveying, and 'tes~ng'. Genenily, tm ~.to i~o~ide C~GML~iO~IOn PhaLUe Beg~ioeB sJ.mil~r J:o th8 1992 A~tention: ~ack Imshot, City gnqineer I~ ~n accordance with your reaust to prepare n es~te of cm~j to :~*'~ a/1 ~i~,. with the e~xmp~Lon o£ field and 1 _~zato~y _t~Bttmj, viii be lmided by o~r t~B XemLi s,aff. ?e~~ sezvicm an It is o~r iateattoa to pzoeide full tiaa inspectio~ coverage our staff licensed Profmional Engineers. During lmvLng acttvitiea, our inspeotlon staff will be J. ngceam~ by one to Blanning, with Cusey Xadden assisting, will provide tho hernia mmident ~ngineering and Zn~~on coverage. tatrick Xalone, L.S. will vlll ~ Head LL~ SurveyoF and ~ Chief for field surveying. He v3.n aim perforn e--thvo~k qum~y Testing 8ervi~ conform to the Project ~unual requirement8 for earthMork and Pav~Kj. aid F.&.A. lie anticipate that the Contractor will uork six ten-hour days each ueek up to the paving phase. Paving operations will predictably he performed on several sixteen hour day clusters, with several days between time clusteru. i Rngtnee= V'J: 078 ltourm ~:m:a],'. .... .. Bngr, Tecb/r...aD 'AJohnic:Lun 31: 75 houri 20 houri 1~0 houLa ~30 houL"u ' matv]sx Den~:l,~]r Toat:- ].4 ~z'.Lpa 3:L4 emoh I(IrmhmX;L Csont:ro]., A.C. 30 emcdi Rztzaot..t~, A.C. 20 eu(~ 30 elah 384 mls=b ~ OF CQSTB: '..'. os,s~t0.o0 '" ' 57,305'00 30,4oo.o0 $" ' 3,SO0.O0 ~te TotmX $ Z0S.OZS,00 ..,..._uny o_r. enuaL3j bzs~ o£ Ratio and'.. ~ ' .~~ ...... - ~ or S~OS~8~S.O0. ~~ ~ a ...... Very TL'uXy Yourm, II~=theXX-Brylon WINCE- CORTHELL.. BRYSO CONSULTING ENGINEERS N SCHEDULE OF RATES AND CHARGES FOR ENGINEERING SERVICES EFFECTIVE JANUARY 1, ! 997 ENGINEERING, ENGINEER VII ENGINEER VI ENGINEER IV ENGINEER III ENGINEER TECHNiciAN TECHNICIAN I DRAFTSMAN TYPI8T (Reports & 8pe©ifioatlona Only) CAD 8Y8TEM (In Addition to Operator) SURVEYING RATE PER HOUR** $90.00 aec.co $61 .oo Sac.co Ss?.00 $40.00 $43.00 $40.00 $15.00 REGISTERED LICENSED SURVEYOR PARTY CHIEF 2 PERSON FIELD CREW S PERSON FIELD CREW ~UBCONSULTANTS: Subcontract coat plus 10% ADDITIONAL CHARGE8 $65.00 $75.00 $90.00 $110.00 $130.00 36 $110.00 1. Automobile travel for trips to o 60.40 per mile both ways.PInts in excess of five miles from office , at the rate o 2. Actual cost of airline, charter, train, bus or caL * f a. Actual cost of subsistence and lodging, u rare or auto rental. 4. Actual coat of long-distance telephone ca/la, telegrams, freight and express char and Postage other than ordinary first-class. 5. A. ctuai coat of ma,---,-.- - gcc' suction coats. -,-me required for the job an ,.--., ,- . 6. Ac d -owu ,n surveying, Printing and repro- tuai cost of special teats and services for special con To the total amc,.-. --- ' aultanta. added for admini~';';' ,m.ms 2_ th?ugh 6 above, an · Englneeri tire -,d overhead costs, amount of ten percent (10%) shall be ng classifications shown cortes on · . . P d to ABC Rates for n ,~i~,,o_. L.. E grades. time are o,.k~r-°,J:~'~ wmcn require l~n -"'-J=~, to prior ne ' -., ,,~urs or more of the start of the role t gotlation. Special rat Engines.r-classified · . . P . c.. es shall ann~u ,,.,.. ,. . Potation . · ~--~ .,-,y ~r negotmted prior to Surveying 'Estimate-Kenai AirPO~ ITEM .:' · -. !d!ntlfy& Set control, . :-~".. istlbHIIl:~M'$ '~ ;='/', ":' :' v::~:;' ;.i,'.'. ~":. '- .... FMg.'ClMdng Umit. ~':i".".i.,' !: "ri*'.P~x"vi .X'I~I~eS ' incl. borrow & · .'.. '"':i :i~/ .'i ,eXlit. & new stockpile · .-'..~'. (incl. drainage ditohes) -" Aooess Road · "' "Omvel Runway 0nd.?/W L) Taxiway P (1nol. TM D) new stockpile area '81olm:Staklnll: Personnel Time Rate 2m 16 $155 2m 20 .$155 2m '40 $155 3m 16 $210 3m 16 $210 3m 16 $210 3m 2 $210 O.antity X. iec'a · ,G~I'HUlm (redtops): · . '.: :..?".' ': · Aooe~s Road (3 point) · "': .... O~elRunway 0~101..T/v~DL) (3 point) ' .~: ': '.i':'Taxiway p (in T. ) (55point) . ........ " "' Parldng Apron ($ point) T/W P, D 2 m 10 $155 $1,550' Grovel Runway 2 m 6 $16S $930 Access Road '2 m 8 $1~ $1,240 Borrow area 2 m 6 $155 $930' new stockpile area 2. m 3 $155 1MOS . .Level Course Hubs (bluetolm) ?~y P (ind. T/VV D) (55point) Gravel Runway (3-point) 3m 8 $210 $1,080., .: '. 3m t2 $2to Sm 18 $210 $3,780 ' 3m 12 $210 $2,,520- 3rn 18 $210 .3m 12 $210 $2,520 drainage structures 2m elec. structures 2m Time Overview crew management, calc's. 8 $155 $1,240 24 $155 2m 8 $1SS $1;240 L$ 2O Sa0 $1,em) pc 6O $1K) $5,4OO TOTAL ..... . . .. .... .' ' ... · '.. tJhoratuej, Fee Schedule(elfee~ive. · '. ' ' ' '. UII.... "ASTM,'Cd2S .I;12 -isr~ .D-4~18 '. ,~S~O :'D0.Sl A,q'M D-2~4 UI3 ATM '1-13 Specific Grr~ty. F~ ASI., O/T A~'m~l~ Limtts (Fr' · · J~'FIV[.,: I)-42.2. Coal= SiM AllalFiJ!, w1wlShc~l ASTM D..422 ASTM I)-422 I) 2488 D-hI6 'AS1M D2216 ASTM C.127 Sieve Analysis. umvnhed'.O/T Pram~e count, plus ~ gave Compmion. Standard '" comp, c~on, Sundard., OCr' Fitld Comp~tionTen, lstTest Field Compaction Tell O/T'... Field Compncbon. Addilionll Field Comw~on. Orr Fraclurc Coun:, plus J4. SievK O/T irr*dctum Count, plus #tO ~' MaTerial l~rac~ Count. plus #1° S~ orr Hydrometer (:I0 rain, ftol~ cia~L) H~mmeter (fvll 24 hi'. 'raadinlS) Visual Soil Class., Sampl~ ~3roupin& btmsture Conteta, Os,/Slmn~tll' VLIud Class - o/"r M~ismm C~ntenl Only Sp~iflc Oravi~ & Ab~Ftoa" (Coarse Sl~'~flc Grav~ty, Coarse A~..'O/T S ~O.OO ~10.00 S ~0.00 $ 40;00 S10S.00 SZ4?.S0 s~o~.00 $' 47,00 S26S:00 .S $?.00 $ 34.00 S Sl.O0 s 4S..o0 $ 40.OO S 60.OQ S ?0.00 $ S 2O. OO $ 3O.00 S IO, O0 ' $ ?0.00 S105.00 MCLane. J~bo~to~ Fee Scludule(efreclive 0Z/01/9~l). UAIS ASTIvi D.412~ UA 16 UA20 UAe ~ D-1559 UA~ ATM 1'.14 UA? : UAgA -VA9 ASTM D.29~0 Bituminous mix desifn b), Marslml Methyl Birdmen Contgnl, Nuclei' Gau8e with Gradation .'. Tm.,d~ }24 I*C Bitumen Calibration lJitmncn Contcnt Only .Bitumen Content, CentruSt Bitumen Content, Centnf.~ E.~,nc~ Bttume. Content, Reflu.'< Extra.on $175.00,' S175.00 Mnrshal Ivta.,dmum Density, StabtJity SI?0.00 Plow & Voids O lab compact~ spec.) Coatm8 & StrippinS of Bttumcn SI 10.00 S 90.00' Thiclmess & Iknsity o~ Compacted Bituminous Pavement b~ cor'mg Method(add'l., tins. san~ trip) Asphalt Field Densities. Nucl~r Additional Tern. ~ame trip' Thickness Bit. Pavement co~ns s ' $ ~.oo 1414~ Laboratory Fee $~hedule (effective ~1~4! '" CONCRETI::.OUALiT~f. CONTROL ,. .:.. ,.' UC?O UC$ ASTM ¢-42 1 Slump, 1 Air Content 3 Cylinders, 1 Slump 1 Air Comen~. O/T Cat :30/lind~q only Additional Slump Test Additional Air Content Extra Control Cylinder~ Extra Control Cylinders. 0/1' Field Yield or Unit Weight Cure & Test Compressive Strength of cylinders. Cubes. Pdlam or Corel Cum & Steak Cylinders - 0/1' Concrete coring (In addition to technician time) Concrete Mix Design {billed on Time Materials unit price combined) 037.60 e15.oo UC0 ASTM Various Qr laboratory tests performed outside regular hours or on weekends will be billed at iO~'6'' . timee the regular rate, additional test methods not listed in thll fei 'schedule will be. billed on e Time end Materiels bills. Lsborato~y rates include travel with o ten ll O) mile radius of McLane end Associates lab' located at Mile 3.$ of Kenai Spur Highway. Travel time for the engineering techfl~ian8 will be efta'ged for Salting perfemmd beyond this radius. See page 1 for thole hourly rates. ?ranapOrtgtion and subsistence while away from Kenai when not provided by the Client,. are billed a*t the actual cost plul (10%) overhead. The personnel rat~ are in accordance with the Department of tabOr requirements as per AS 36.05.010 and 30.05.030. The rates include insurance Coverage with limits of General Liability to $500,000.00 and ProfessiOnal Liability tO $250,000.00.. Certificates of Insursnce sro provided upon request. .~f'~Y. -~1cj9'? . 14:41