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Home My WebLink AboutReel_0030A t-. r -, UU11'_9 -,. ...)~- , ->;'n :t~...;,~,;~..:.. U,S. O~PARTM """,":.. ..... ENT OF LABOR lJ S. OfPARTMI'NT OF LA~:~'" -..,...-.. TO SUSPEND WORK, - r ~, ' , -'-, .....----.......-... I ","', * :z: * 00 0 00 .... ... . . CO I-w a- :-1 W 0< en :C'" :I: I- .d W ::I I- < 0<: Q. ;,: W I- en ~j ,~ .j- or :1il$ co.... VI <:> o '" 07- 2 w . . . ~~ ..,::1 ",W N o N :c ::II- :;- o a- t- 1-'" .... o .... ~~ ....Q .. Q 0 00 ail:! '" In In .... .... .... ... >< w :c r III I- r 0 or r w;,: ~ o 0 01:0 . . ::IX I- ........ Q:<: zw w<>: ...'" ><::l WU 0-4'-4' 0 0-0-0 w . . . 5:~ ONN OUla- ::l<>: <:;..-4.... 00 :O::C 0 0 "'... ltI lt\ ::l .... .... < .... w .... I '" 'W 0 N ... <r< lt\ N '<!l "" ... u..< N .... 0 ... g .... .... <>: a: 01: Q. W I- < 0 0 CJ <ea.-c.z <Xl '" l- I- Z ::l a: u a: < u.. :c u w -0 -0 III W .... .... w >- '" '" 0: III -0: ::I w ... I- '" ... ::> 0 = - z .., w CJ ;: '" Q. iii 0 >< .. ;,: <!l W ... go .;;) '" >< :;: > u.. -'" :E W <;) 1-"':;: ::>VI ~ ;:: I- u.. iljwo ....z ... ;,: CJ w.... ":U '" .: < ::l :0:7.1- z... flj zt- u 0 W w.....: WI- ::f!l W u U wCl.... ....'" > <>: 0: "':;:.... CON C UlQ, ~ UlWI:( ... 01:'" 0 <0: 0 "''''' en ~a '" VI ZJ: ::>0: W ... I-C 1(.;11- tJUl I- Ill'" W U:l' ....::> ....1:( .: 0:1- Ul W::l :UG": >0 U :. 0 iJ u..1 oJ 6::>1 W ... u.~ W < ~a:1 Q -l <::.'"'- I- Otl; -lQ. Z C U.w 0 l-oJ -I ... .. cr; :t: I- ~"'< I- -0: Wz W -II- .....cx..;.:... i I- I-W 0 otCJ ,000 0 .. <0: X 0: U I_ U I- ... .. ...... U '::l !il~N '" VI", ... <0: " ~i ... a: w 0 Q :. ." FEDERAL-AID PROGRAM INVOICE of Pub1 i<: ~!orks WA 98368 ~.., '.~" Local Agency Costs 0 Direct Salary $ Payroll Additives 0 ,A,dmin. Overhead 0 Consultant Svcs. 0 Non-salary Costs n $ Contractor $ 1,163,802.26 . ,Local Agency Costs 0 Materials Equipment V Labor U Payroll Additl'/es 0 Admin. Overhead U Constructlcn Engineering Agency Forces 0 Direct Salary $ Payroll Additives il Admin, Overhead () Consultant () Non-Salaried Costs 0 0 $ $ n $ 0 $ n $ 0 $ n $ 0 $ n $ f1 $ $ n $ {(~j~ I certify that the work co\oored by this Invoice has been completed In accordance with approved plans and ~peclfl- cations, I further certify that lIi'e costs shown In this invoice are true and correct, the amount claimed Is due and pay~ble In accordance wlth.th~:t~rms of the agreement. 'OI5TAIBUTION: Whftl-WSDOT HudqUlrtlrt Accounting O,..n:...nelu"n to Agency With Warrant Clnlry-WSDOT OlllriC'l Sllte Aid EngIneer Cop'!' Pink-Dlstrld ACCOUl'Ung Gold..uod-Aguncy Copy '~_ ell' ;.11 /;;,- ., G1~nn ~{"'"..I:'~r'.;.,.,,../>.. l ~I PROJECT" ADMINISTRATOR ~ ,'" .,c:' ,,' :'. . '.':..', '... !.' '. . ,. '. '..' '. "... '...>' :<::"<., .'. ., .'. <';. : .,' . ...,......':. .' .... : ..,...'... ........ ,.' ..". . .'. "." .,...:.: '. " .' ~'."..'........, .,......,:... ',' ;'. " .' .. "" '<(?;<JP </<6'# ~-? ; : ~~ ,~w~ '." . , ,. J ': \' FEDER;L:AI~~~~GRAM t!; ~~,k>..jDETAIL OF FU~DS EXPENDED~ -: ~ Project Federal-Aid Number RS _:Q "61 (1)' " e:iW/couihf, Jefferson Prepared By Agreement 'Number and Date Executed ':' , WARRANT NO. AND/OR VOUCHER NO. 8587., GC 5561 W.E, .ip~~,E Seton" Son Ijonstruction . :~~J ,.~1. .j ",i/f, : . ,'.',' -.. .,~' 1?70? . '. 3319 ", ~. ..~ lh~7h n ,U Current Period PartIcipating Costs AUTHORIZED FEDERAL FUNDS TOTAL EXPENDITURES TO DATE P.E:. ..' .. ,'h' ::..;,...::..., U" c....,. '""",;'~' 3,.i,i.,.iY'U,,' ~~I;l.""t'~r"'~2 ';;"':';',",l.-.,j,. ,.'~' '. ';~:t"J<-" . COn.t.Eng'....:,. . 0 .. .... ""':/"/=iJd 0., .,/..,;,:.' 'l;~",..."~,,,"{?',I~;~~..___. '~'" ,~I.\I".;I,oC'Z.,"-O .". 150,000.00' -+6~~~ p~n.~!:::;i;;[\ft:.p..:s.~~--".:...:: -,-:,:~;:.,.." .,..:. .'..; :, '1'~t'~~~~~';~2~( /': :.~",,:';~~~..:__':o::/~: '::':,:/};'\~\.'. ,::.,,:' . .' , , ..~,"":",:_",,,-,_~ ~8~2~U 'j . :~~~:\'<::'" ,150,OOO,?O ',c . :;::+;9-rlJ00:0~. ,.,. =j,.~.\":' '.--,' CUTY/COUNTY ACCO.uN~!NG INFORMATION · ,Jr.ffe!"son County Dp.pt~. M Publ ic IJarks I ,..1 ...'. 'C:ourthousr. . . '~" Pnrt TI1~~j.!}3EB OIST~I"UTION. Whlle- WSDOT rlilllldqua,tflfl Accl~n'lng .... GIMn-Return 10 AO~ncy With War,.nl C..n.ry-wSOOT 01",1() St.te Aid E~lI'lN'.CQP)" ,~~ ... Plnk-CJllricl Accour,ung OOldorlfod-Agene- Copy 90T ~~~~~\ ~:": i')" ..' , . ;,~ .:' ,":..' ,'. " . . , J,' '. >, ',. '!.' ". ,...'.., :. .. . ,<: :.'" .." : '.,...: ,:.\'~. ,: . " .,..' . ; . '. ' ".: "." r.",..---~. ., " 'j ,Pro~ress Bill No. 'Perihd Thru 4/5/in i Contract No.' SA 00;:;3' :'. TOTAL AMOUNT FROM ALL SOURCES PRELIMINARY CONST. ENGINEERING ENGINEERING : 0 ..u; .' r~6.223.74 }ld;gf~~JmiNf[~WFl'\t Glenn Baglc:w June 20, 1979 ,<:. Inc. " o. , M ~h . o :.. 0:. '" . . '.. .... .,. :...., .>',.'0 ,'. .'.... . .....: . ':: ." . .... .,., .' ,. ... , : ' ..,. ..': :;;.': : .:, . ..... ..., '. ......:..:::, ,.'::.: . 'c...' ...... '..:', .. ...:. . ",..'.' . ,'. :.' "::" .......:: ,.. .. "..''> ...... ...c." : /.., .:;; o P.E. Fi o RtW FI lEI f'ilial . '.,.;.; .~~.;\ .: .. CONSTRUCTION MISC.' <, ':' ;-0 '., 0441.10 't~~!~~i~~q~ 137 825.48 ;:7~{j,;)f~R2%jI*ql,* 11 ~'17 ,.,~~?I:~;W;:&: %&1;7f~?&~~il'1 "~'n~ 1,163.802.2( -'. . r . . . , PRO RATA TOTAL LESS % ,/ Ii.;; . AMOUNT PREVIOUS "CLAIMED '''! ;l>Y;' CLAIMED 'AMOUNT PO, '...U ~ U ~;~~~,~'t~~t,.~~\tN'"'~'~ 'fJ:i~~:,~~~;~n1?A~m~~ M. n . '. n ~'~rr-;., '.' ~.~?~9~P,,9,q f: " . L .."",': ",r",tf' !. '. ' " I.. ..~~ I )~2"gqp,po "....:,..;:-\...-,.;)~ '. ',. , ,.' ,< " } .NET:" ~~A~~~~ . u. o. o \",}~~)1j~,~~~; ',.,",' " .' :, '. (~~,~.. :~;;.r:'W~)7r/~" ~;5;'~'X~~H1;~~ o J.5Q.,\9.o0,~QQ~,'.., ";j'd~,.n:tNm~1tJ",rM' "';; '" 'USE FOOTNOTES BELOW TO IDENTIFY MISCELLANEOUS ITEMS. EG., $2,000.' .) A1W . b) Materlal!ll Furnished c) Agency Force d) UU/ltl.. ",. '-~1. C//L/11 " : ~, ~ .' '. ooIEI>:", , .' ." '.".'.......'" '.... , ....',...'. ',.' '.".. ", " .... ' . ..': , '. ,'. :,'.. .", . . ,,();::: , .. '.,; > .", ':", " " .,'i. '. .', 1'.. "" , FEDERAL-AID PROGRAM . " DETAIL Of' FUNDS" EXPENDED'" RS - Q 161 (l) Prepared By Gienn Bagley GC 5561 June 20. 1979 Progress Bill No, Period Thru 4/5/81 Contract No. SA 0053 o Current Period 0 Participating Costs AUTHORIZED TOTAL PRO RATA TOTAL FEDERAL EXPENDITURES 0/0 AMOUNT FUNDS TO DATE CLAIMED CLAIMED ';r:~:_-:,f{.;.'.~'h-' m~1;COUNTY ACCOUNTING Ii'<FORMATION Jefferson COUllt.V Dept. of Public Horks 'USE FOOTNOTES BELOW TO IDE~ITIFY MISCELLANEOUS ITEMS, EG,. $2,oooA) A) RIW b) Materials Furnlah6d c) Agoncy Force d) Utltltle. . . _ .1 :fI....-..:-.t7". · .' Consulli.nt S~r'lic~s '. 1. Staff Recommendation to Employ Consultan t 2. Independent Cost Estimate for Consult<int Servi ces 3, Staff Selection of Consultant II; Approving Auth. Approval of ~clection 5. Consultant Evaluation' ~ 6. Con~ultant Agreements Labor StiJndards and f:aoes Paid' vC... '1, Contractors "St3tcment of Intent to ray Preva i ling 1.lage" i 2: . Contractors "Affidavit of flages Pa,id" [qual Emplovment Oooortunity ~ 1. Consultant's EEO Compliance Review Form or Equivalent (Appendix 6, Division 6) .. . ~.' V 2. Did Contl'actor submit a federal aid Ilighl./ay . . . Construction Contractor's Annua 1 EEO Repol't(Appendix 10, Division 15), "Hinorlty Business Entcl'crise r -- . NotiCe! to bidders mJile!d to Ni!lOrity Contractol" /\ssociations /G2 -- . tIlnClrlty f.usiness Ente!l"prlsc CertificJtion (Appendix 5, Division 15) , . " J. 1. Staff Rccommendation to Employ Consultan t 2. Indcpcndcnt Cost Estimate for Consultant Services -- 3. Staff Selection of Consultant II; Approving Auth. Approval of ~election 5. Consultant Evaluation ~ -- 6, Consultant Agreements Labor StiJndards and ~aoes Paid vC-'1. Contractors "Sbtcment of Intent to Pay Preva i li ng I'!a ge" .! . .. .......-- 2. . Contractors "Affidavit, of Uages Pa.id" ( , . '. '. [qual Emplovment Oooortunity , . ~.......1-;--consultant.J..s2g;o'comp 11an~i e\'/ Form /..- ,:::::,~.,., ~...G~5valent-(J1,ppend.Lx_6... Di vi s i on 6) / v::: )', '.., _oS 2. )Did Contl'actor submit a federal aid Ilighl'/ay , , b,,,.... ~'%~ . ~ Construction Contractor's Annual EEO Report(Appcndix 10, ,...........:~/ Division IS). \\ 'Hinorit.l' Business Ental'orise -,... . -,_ 1: Noticc to bidders nlJiled to Wnority' / ';// . Contractol' Associa t ions '-;;:::~2. tlinClrity f.usiness rntel'prise CertificJtion c. (AppC!ndix 5, Division 15) , .' ,{....-/4-. c,.,f'"i(. ; ./ .... .... o '" '" .... o ... o ,... ,... .. :oJ .... 'D .... ... = ~ o " ~ o " I Ol .., """ II ...11 II <II II E-<II II Olll II """ '11 II ZII II Oil . ...11 II E-<II II ~n "" ...11 II "'" II E-<II " "'" II ...11 II """ . II """ . Z" . ;:III II ~. -, . 00 NOco N 00 0 00 I""'fOOQ .... <Xl 0 g/ 0 Noao '" ,... 0 0 ~N"":,..i ~ o' o' 'D '" .... '" '" ,... '" '" -<t <1><1> 0<h-<h-<I)> ~ 6 '" " ~ :;j 3 ... ~ ..I II ~I 00 00 o o 'D Neioe .-fOoe NOCO ~N"t--",....j '" .... '" (1).<1><1><1)- <1><1> , ~ ,~'" , '" u . u ... , ... 0 . 0 ~ , ~ , '" , '" u . ... " ,co '" , ... 00 :e.::S :MOC = = .. ."f1ooo1 c:: .... ~ ... o () "'" QJ . "" "' QJ 41 . '"' ..., c = "" . U i.I "" ..... ..... . ::J C co bO"" . '"' 0 C C ::l . ..,u~w< , 'III "':>:= ':~8 '" .... '" '" '" -<t ... ~ .. ~ I'l z o ... !il .. ... U ~ .. "..; o u .... co ... ... u ... " = ... 0 "'U III " o u ~ .~ ~ ... ... ~ o o o o '" ..... o o o o' '" .... <Xl <Xl ,... o <Xl .... o o o o N 'D ~ o [-< ~ o '" "" .... o ... o ,... 0.. :>: '"' 'D '"' ... = ~ o u ~ o u 15 el f;: '" ., "''' " H" " <II " ..." " "''' " "''' " " :<:" " a" " H" " ..." " ::>" " "''' " HIJ ~" " ..." " tIl" " H" " "''' " " "''' " :<:" " ::>" " "''' 00 ~OOO N cO 0 r-t gl 00 1""'l000 .... ~ 0 ..0 ~ 'Noao N 0 0 ~lN"r.: ,-j" ~ o' .,; '-" 'D '" .... M ~I ,... '-" M "" '" """" <1)0 <1)0<1><1)0 <:.:> ~ ~~I b-", "'fil ~'"' ~I 00 NOoo 00 1'""1000 o NOCO o ~N"r--.".-i 'D "'.... M <1.)0<1> <1>(1)-0<1> ::l 15 CIl '" ~ ;j o '" . ~ .~ ~ , " u , u ... , ... 0 '0,", : ~ ~ , " u , ... = . "''' , ... 00 :e~ 'OOOll , " = =u"C"C . 0 U OJ GJ :!1e~~u .U.a.I"'I"'l"l'"l",,", . ;::I J: eo co "d . 1-1 0 c: l:l = ..&.1 U ~~< , ,Ol "':;. " '.... 0 ..~U il . N .... N '" M "" H ~ g ... 15 H !;: .. H U ~ ~ '" '" '"' = ... o " .... '" ... ... " ... ~ " ... 0 '" u Ol = o u H H ~ .. o o o .,; '" .... ""( o o <::> .,; '" .... 00 00 ,... .,; 00 .... o C';> o .,; N 'D "" ~ ... o ... ~ <.:> . ... 'AGENCY Jefferson countY.ROJECTTITLE County Rd, No, I.AS DATE 5-14-79 TRAFFIC EXISTING ADT THROUGH ROUTE 2150 3675 -.l2.9..!L- 370 CROSSROAD ESTIMATED ADT DESIGN YEAR DESIGN HOUR LV VOLUME IDHV) ACCIDENTS - 3 YEAR EXPERIENCE YEAR PROPERTY DAMAGE ACCIDENTS NUMBER OF ACCIDENTS INJURY ACCIDENTS NUMB!;R OF NUMBER OF ACCIDENTS INJURIES FATAL ACCIDENTS TOTAL NUMBER OF NUMBER OF NUMBER OF ACCIDENTS FATALITIES ACCIDENTS 1 1 10 ----!L- n lu n n , ? _----L- % 1976 -~ 4 .......l1ZL. 11 --L- 3 ......1.WL 12 _..lL- n TOTAL 29 ---L- TOTAL NUMBER OF ACCIDENTS ATTRIBUTABLE TO LACK OF HAVING THE PROPOSED IMPROVEMENT 17 2 ~ o 19 PERFORMANCE OF WORK CONSTRUCTION OF THIS PROJECT WILL BE PERFORMED BY: CONSULTANT -.l.2- %;AGENCV---1.L.%, CONTRACT ~ %; AGENCY ---9-%. PRELIMINARY ENGINEERING FOR THIS PROJECT WILL BE PERFORMED BY: DESCRIPTION OF EXISTING FACILITY 1) DESIGN 21 PRESENT CONDITION The horizontal and vertlcal alignments are good, as the entire length of the roadway included in this project has been reconstructed nnd improved by the County over the past 20 years. The existing roadway is paved asphalt concrete with eleven foot driving Innes and three foot gravel shoulders, r ",\ INVOLVEMENT IS ANY AIRPORT LOCATED WITHIN 2 MILES OF THE PROPOSED pnO,IECn VES.._: No-L. DOT ~~~~~..to,~i:: P.Qlf 2 .\ '10' \.1/ " 5/ ~ ~I?}' '.: fti'l I ~ r \;\ ,~ 'I ~ "- ~ 'I ~ ~ .t " <:\ . ~ " ~ ~ '\l. \ Il I, 'a ~ ~ ~ ~\l ~~ ~ . ., II ' " s:l rl1 ~ II ~ ~ ~~ ~ . , 'Il k II .dl ~~ .".J " ~~ Vi ~' ~ ~ '<:: "-' I ~ . ~s:i . II Ii ~ ~~ ,~ ~ II ,~ ~~ ~ Ii II ~ 1;, ,~ s:l~ ~ ,; It ~ ~ '1:1:\'; I , II \j .~ 13 " ~ ::: -l: II . ~ '<: II ~ ~ 'l; " I \;\ ;;, ~ I) ~/ \0 slf ~ ~/ .... ,.t "I t~7 / . . o '" ~ .... o ... o ,... '" ::ci ... = ~ o u ~ o u "" o 13 e: ., .., ci< 00 Noaa N "I ' c:i gl 00 f""'tOOO .... \) ~ 0 0 Naoo N N"" 0 0 ~N"':r-4" '" '0 0 'D '" .... M M ,... M ~ ~ (J')o<J)o(f)-<I)o "" "" "" ,..,11 " ~ HI! II <" II "'" II .,,, II "'" ,'II II """ II Oil II ....11 II "'" II ~II II "'" II ....11 II "'" II "'" II "'" II ....11 II ",II II II "'" " """ R ~R " f&.. ~I 0-., ~~ 'j. ~. ~ ~'\ X\'\i \ ~I 00 NOOO 00 ...-lOCO o NOCO o ~Nr-.",..;' 'D "'.... M 0-u)' 0<1>0<1> ~ "" o '" '" ~ ~ S . ~ ,~'" , '" u 'u... , ... 0 'Of&. .J'< , ... , '" u , ... " '.. '" , ... .. :es . .,,,.. , = = .. ........... t: '"' "" k . 0 U l1J <LI . ~ cu l1.I Cl.I . . .., ~ c r:: ... u.............."r'4 . ::I c: 00 toO'tJ . k 0 = r:: =' ..uu~~< , . III .,:x= ...... 0 .."'u ... ~ . N .... N '" M ~ "" ... ~ ~ o ... ~ ... ~ .. ... u ij '" ~ ., Gl '" ... ... ~ .. ,~ ... g ), 0 , 0" ~ ::l &I?"" ~J ~ \ o o o o '" .... "" ex> ex> ,... o' ex> .... "" c:i o o o N '" "" = ... o u ...... ... ... u ... ~ = ... 0 "'U III <l o U ~ o ... ~ . .... . 1-1. E, Seton & sonlstruction, Inc. COUNTY OF JEFfERSON TO STATE OF WASHINGTON Route 2, Box 312 Port Townsend, WA 98368 Address Work dono 10 February 28, 1981 County Road Project 461 Dale March 31, 1981 Estimate No, Final 1/4 Unit PrIces Quantity Total Previous Present l1-1obiliza tion L.S 7,500 00 100% 00 0 2.Clearing and Grubbing ,5. 58,725 00 100% 58,72 0 3, De leted 4. Roadway Excavation inc. Haul ,Y. 2 06 65,782 35,51 92 0 5. Unsuitable Found. Excav. inc. !Iaul ,y, 3 50 9015 50 6.Gravel Borrow ina. !Iau1 C,Y 2 75 2,573 7,075 75 7,075 75 0 7,Shoulder Compaction Mi. 500 00 14,4 7,200 00 7,200 00 0 8,I\sphalt Concrete Spillway L.P 13 81 204 2,817 24 2(817 24 0 g,!Iand Placed Rip Rap C.Y 45 00 34 1,530 00 1,530 00 0 10,P1ain Conc.Cu1v.pipe 12" diam. L,F 15 00 994 14,910 00 14,850 00 60 00 ll,Cl. 2, Rein,Conc.Cu1v. Pipe 1811 diam. L,F 50 00 47,5 2,375 00 2,225 DO 150 00 2411 L.F 52 00 79 4,108 00 4,108 00 0 30" L,F 86 00 61 5,246 00 5,246 00 0 3611 L.F 100 00 12 1,200 00 1,200 DO 0 Ste,e1 Cu1v,Pipc O.109Ilth.4B"dia r.,F 93 00 26 2,418 00 2,418 00 0 "--- --~ Cu1v,Pipe01,68"th, 84" dia r..F 215 00 28 6,020 DO 0 ---. Excava ticn C1.A. for bridge C,Y 10 00 9.1 91 00 0 C,Y 12 00 12,0 144 00 0 COUNTY OF JEFFERSON . w. E. Seton & Son . TO STATE OF WASHINGTON Townsend, WA 98368 Address Route 2, Box 312 Port Work done to February 28, 1981 Counfy Road Project 461 Date March 31, 1981 Estimate No, Final 2/4 Unit Prices Quantity Total Previous Prc!ent 21.Driving Concrete Pipe 918 75 4 00 3,675 00 0 22. Widen Chim,Ck.Brdg, (as per chg .ord.) ,s, 28,000 00 100% 00 28,000 00 0 I 2 3. Gravel Base, Class B. .y, 3 96 17,975 00 96,109 20 24,928 20 I 24. Crushed Surfacing Top Course on 50 9872 00 96,900 00 22,860 00 125. A7phalt C~ncrete Pavement, Class 8. , on 30 61 12,634 74 86,726 74 0 I Inc Pav~na As2llil I 26,Aspha1t Concrete Road Approach 'a. 150 00 00 300 00 0 2 8, Deleted 2 Asphalt Concrete Curb (revised ,F. 1 05 S423 5,694 15 0 9, 10/22/80,chg. ord,#6) for pipe ,y. 5 00 372.4 00 1,843 00 19 00 Backfill for Pipe Bedding .y. 12 00 147 00 1,764 00 0 Backfill for Rock Ret, Wall .Y. 12 00 103,4 80 1,240 80 0 I,Ga 0 0 wi.ro fence ,F, 1 56 16,800 26,208 00 38,073 36 11,865 36 .--.-"'.- -- --- & Install single 14' Gate Ea. 140 25 11 1,542 75 1,542 75 0 318. Rock Retaining Wall on 35 00 602,39 21,08 65 '/0 35 I :19, Trimming and Cleanup -.--- "S. 5,000 00 100\ .5,00 00 0 : 4D. lIdju9tin~ E:xJ.sting Inlet f'ramos -- ----- COUNTY OF JEFFERSON . w. E. Seton and so. TO STATE OF WASHINGTON Address Route 2, Box 312 Port Townsend, WA 98368 Work dono to February 28, 1981 County Road Project 461 Dale f>larch 31, 1981 Estimate No, Final 3/4 Unit Prices Quanllty Tala! Previous Present 4l,Deleted 42, Remove and Relay Concrete Culvert L.F 8 00 794 6,352 00 6,352 00 0 Pi e 1811 or smaller 43, Remove l'lire Fence L,F 50 1970 985 00 985 00 0 41- Quarry Spalls Ton 20 00 3576,7 71,534 00 71,484 00 50 00 45, Filter Blanket S,Y 00 4,233 4,233 00 4,233 00 0 4;, 6" Perf. Drain Pipe L.F 00 440 440 00 440 00 0 1fJ, Drain Rock C.Y 20 00 250 5,000 00 5,000 00 0 4), Remove and Replace with WOven L,F 1 97 2368 4,664 96 4,664 96 0 wire fence 4), Hydroseeding cre 865 00 27,03 23,380 95 23,380 95 0 U), Hydroseeding Tack Agent cre 220 00 15.34 3,374 80 3,011 80 363 00 11, Force Account L,S 550 88 601 52 -50 64 12, Cleanup and Road Protection L,S 9,540 00 100~ 9,540 00 0 l;l, Furn. & Install 16' Gate Ea. 250 00 4 1,000 00 0 U' Deleted (Per Chg, Ord. #9) rJt?,(Z ~O - self! /'0 Asphalt Cone. Overrun (Chg.Ord,118) Ton 38 61 429,11 24,212 72 -7,644 78 Asph1 for Tack Coat (Chg,Ord.#8) Ton 240 00 7,25 1,740 00 0 3/4" HatsHats Rock (Chg, Ord,#9) Ton 17 00 185.0 2,946 10 198 90 Barbed Wire Fenco Overrun - -.--.--- L,F 1 06 7,816 0 14,537 96 op ourso vcr- ____ _.0.- Ton 9 10 2849 0 25,925 90 ----. -..."...... ... -- - ,...,.", . son. ;;_,'".t'. p,li'c" COUNTY OF JEFFERSON TO W. E. Seton & Sf A TE OF WASHINGTON Route 2, Box 312 Port Townsend, WA 98368 Address Work done 10 February 28, 1981 .Counly Road Proiect 4 61 Date March 31, 1981 Estimate No Final 4/4 -- Unit Prices Quantity Total Previous Prescnt 61, Gravel Base, Class B, Overrun C,Y 5 78 6295 36,385 10 0 36,385 10 IChanae Ord. #101 2, I ". 3. . 4. 5, " '" .. - 7, ... 8. 9. . 10, 11, 12, . 13. 14, - . 15, 16, 17, 18. 19, . " ,,- I-- 20. Totals 11"o,-J'I". i'3":-2 /....,.~~ n-' 1 159,84 ,29 ,138, 21,5 ,03 .. Sl(l% retained as per eoatraet 57,99 ,01 Jfr~1 15,6' 1,07 ,35 ',71 tr".;&.'l 2, 1 101,84 .28 ,081, 97,6 20.45 .68 IfJ,~"""i,:h" .t'? I.' ?91. ? / /29'1/. ,I Warrant No,___ Total Amt._,~..Q,450.68 I hereby certify on honor that the above eslimate Is based upon act~7~ts and that the same Is true and correct. , .A. 'II..;/,"} . :flA "" -.lD C(l~nty EIII:hllhl'r J. tho underolllned, having firsl been duly sworn, do hereby depose and say that the abovo bill Is h11e and correct; thot tho work was actually performed and material furnished as therein charged; and tbat lIwro is duo me thIs datC)., according to contract, the sum of $ 20,450..68 .__, and that tho same or nny part thereof bas nIt b'Ccn paid, "5, \' (Sign Hcrc)_ I ().~l .'-. I-j-;- - .for... ~~....!!.:..2!~~~ Son Con~ti~ Subscribed and sworn to beforo me this Dalo_:~ I". 11Ifol(..',q,/ , lOt...!... day of ,19_, Ordered Paid --~, ny....._.. .. CountJ' Auditor Chalrtnl:Jn. nurd 01 Cuunty Conllnlnlon(H'A (SEAL) ,:"- . " .",.... ,', ..1 ,.I ,> ,..I, ...., .,.,,":, ;-,( " ..~, (~ . ./1; " \1.., ''9" ....., - - '" ,-~ ,',\ :> , .. . '~ .. W. E. SETON & SON COUNTY OF JEFFERSON TO . " ,...-/,--, STATE OF WASHINGTON ',~l:' Address Route 2, Box 312 Port 'rownsend, WA 98368 Work done 10 January 31, 1981 Count;, Road Project 461 Dale February 4, 1981 Estimate No. 8 3/3 -- Unit Price. Quantity Tolal Prcyloua prc,cnt 41, Deleted -'\.'~ 2 Remove and Re:layConcret.e Culvert .F, 8 00 794 6,352 00 6,472 00 - 120 00 I, .:.~e 18" or smaller .. 4 3. Remove Wire' Fence .F. 50 1970 985 00 985 00 0 .,.- 44. Quarry Spalls on 20 00 3574.2 71,484 00 71,312 00 172 00 4 5. Filter Blanket .y, 1 00 4,233 4,233 00 4,233 00 0 .. 46,6" Perf. Drain Pipe .F. 1 00 440 440 00 440 00 0 4 7, Drain Rock .Y. 20 00 250 5,000 00 5,000 00 0 4 8. Remove' and Replace w/woven wire ,F. 1 97 2368 4,664 96 4,664 96 O' fence 4 9. Hydroseeding ere 865 00 27,03 23,380 95 23,380 95 0 ,. SO,Hydroseeding Tack Agent ere 220 00 13.69 3,011 80 3,011 80 0 ~l.Force Account ,5. 601 52 601 52 0 g2,C1eanup and Road Protection .5. 9,540 00 100% 9,540 00 9,540 00 0 g3,Furnishing and Install. 16' Gate a. 250 00 4 1,000 00 750 00 250 00 g4 Crushed Surfacing Top Course Over- on 9 10 886 8,062 60 8,328 32 - 265 72 ..---':'z:nn (nAr ...h" nr...., H'" g5.As~halt Cone. Overrun (chg,ord.#8) on 38 61 627.11 24,212 72 24,212 72 0 .. g6,Asph, for tack coat(chg.ord#8) on 240 00 7,25 1,740 00 1,740 00 0 .. ~7,3/4" MatsMats Rock (chg.ord.#9) on 17 00 173.3 2,946 10 0 2,946 10 18, -- 19, -' 20, Totals 1 146,37 ,86 1,134, 94,6 12,28 .23 .--- .. .,. 5:100> retained as per contract 57,31 ,79 56, 04.7 61 .06 1 089,05 .07 1,077, 89.9 11,66 .17 Warrant No, Total Amt, 11,667,17 1 hereby certify on honor that the above estimate Is based upon nctual measurements and that the same Is true and correct, ----_.......~ County !:n~neer I, the undersigned, having first been duly sworn, do hereby depOse and say that the above bill Is true and correct; that Ihe work was actually performed and materinl furnished as lhereln charged; and that there Is due me Ihls t1~ according to contract, lhe sum of $ 11,667.17 , nnd that the same or any part thereof has ~ ~~ ~ ~1.E, Setnn Son (Sign Here)' I .' .~ for & - Subscribed nnd swom 10 bpfore me Ihls Date Co ~f.~l.Ulra( , 19B1. __day of ,19_, Order'ld Paid -- ny_ Counly Audllor Chairman, DOllrd of Count)' Comml..lon(ltl :-... (SEAl,) " .- ~ ., , ~ ...... .. ... ,. ,;\.-,." -.,..~'. ~..'!'_-l;.*.. l<jo,' ...,t. ---...- . ~ ~".f, CUUNTY OF JEFFERSON I) TO W. E, SETON & SON ~ STATE OF WASHINGTON Route 2, Box Address 312 Port Townsend. WA 98368 Work done to January 31, 1981 County Road Project 461 Dat. February 4, 1981 Estimate No, 8 1/~ Unit Price. Quantity Total Previous Present 1. Mobilization L.S 7,500100 100% 7,50 00 7,500 00 0 2. Clea~ing and Gr,ubbing L,S. 58,725/ 00 100% 58,72 00 58,725 00 0 3, Deleted 4. Roadway Excavation inc. Haul C,Y. 06 65,782 35,51 92 35,510 92 0 5, Unsuitable Founda Excav. inc. Haul c.y, 50 9,051 31,55 50 31,552 50 0 6. Gravel Borrow inc. haul C,y, 75 2,573 7,07 75 7.075 75 0 7, Shoulder Compaction Mi. 500 00 14.4 7,200 00 7,200 00 0 8. Asphalt Concrete Spillway L.F 13 81 204 2,817 24 2,817 24 0 9, Hand Placed Rip Rap C.Y 45 00 34 1,530 00 1,530 00 0 10. Plain Conc,Culv,pipe 1211 diam. L.F 15 00 990 14,850 00 13,905 00 945 11, C1.2,Rein,Conc.Cu1v.Pipe 18" diam, L.F 50 00 44.5 2,225 00 2,225 00 0 12. 24" L,F 52 00 79 4,108 00 4,108 00 0 13. 30" L.F 86 00 61 5,246 00 5,246 00 0 14, 36" L,F 100 00 12 1,200 00 1,200 00 0 15, Tr,l Steel Cu1v,pipe O,109"th48"di L.F 93 00 26 2,418 00 2,418 00 0 16, Uc1etcd 17, Tr,l ste"l cu1v,pipe 01.68"th,84"dia T"F 215 00 38 6,020 1)0 6,020 00 0 18, Structuro Excav. Cl,A for bridge C.Y 10 00 9.1 91 00 91 00 0 C,Y 12 00 12,0 144 00 144 00 0 . TO Address Route 2, Port Townsend ~ ~IA 98368 Work done to January 3~, ~981 County Road Project 461 Date February 4, 1981 Estimate No, 8 2/3 Unit Prlce. Quantity Tot;lll Previous Present 21.0riving concrete pipe Ea. 918 75 4 3,675 00 3,675 00 0 22.Widen Chim.Crk, Brdg. (as per chg,ord) L.S 28,OelO 00 100% 28,000 00 28,000 00 0 23.Gravel Base,Class B C.Y 96 24,270 96,109 20 05,079 60 1,029 24.Crushed Surfacing TOp Course Ton 7 50 12,920 96,900 00 96,900 00 0 25 Asphalt Concrete pavement, Class B., Ton 30 61 12,634 86,726 74 86,726 74 0 'inc. pavinq Asphalt 26, Asphalt Concrete Road Approach Ea. 150 00 300 00 300 00 0 27.0eleted Concrete Curb (revised L,F 05 5423 5,694 15 5,694 15 0 ch . ord. n6) for pipe C,Y 5 00 368,6 1,843 00 1,843 00 0 :12,Gravel Backfill for pipe bedding C.Y 12 00 147 1,764 00 1,764 00 0 :J2.Gravel Backfill for Rock Ret. Wall C.Y 12 00 103,4 1,240 80 1,240 80 0 13,Water M.G 0 0 14. Deleted :15, Remvoing and resetting wire fence L,F 1 56 24,406 38,073 36 35,889 36 2,184 (r.evisQ :16, Doleted j7, Furn,& Install single 14' Gate Ea, 140 25 11 1,542 75 1,402 50 140 lB. Rock Retaining wall Ton 35 00 600,38 21,013 30 21,013 30 0 19, Trimming and Cleanup L,S 5,000 00 100'1> 5,000 00 0 5,000 .._~-- :0, Adjusting Existing Inlet " , ." CCJUNTY OF JEFFERSON . TO H, E. Seton & Son . ST A TE OF WASHINGTON Address Route 2, BQx 312 PQtlJmms.endJlA...983.6B. Work done 10 December 31. 1980___Counly Road Project 461 Dale January 7, 1980 Estimate No. 7 1/3 Unit PrlcerJ QlJilntity Total Previous Prellent 1. Nobilization L.S, 7,50( 00 100% 7,500 00 7,500 00 0 .-. 2. Clearing and Grubbing L,S. 58,72' 00 100% 58,725 00 58,725 00 0 3. Deleted 4. Roadway Excavation inc. Haul' C. y, 2 06 65,782 35,510 92 31,924 46 3,586 46 5. Unsultable Foundatlon Excavatlon C. y, 3 0 9,051 31,552 50 31 ,522 50 0 inc, Haul 6. Gravel Borrow inc, Haul C.Y, 2 75 2,573 7,075 75 7,075 75 0 - .7, Shoulder Compaction f1i. 500 0 14,4 7,200 00 7,200 00 0 8. Asphalt Concrete Spillway L.F, 13 1 204 2,817 24 0 2,817 24 9, Hand Placed Rip Rap C,Y, 45 0 34 1,530 00 1,530 00 0 - 10, Plain Conc,Culv,Pipe 12" diam, L. F, 15 0 927 13,905 00 13,905 00 0 11, El,2,Rein,Conc,Culv,Pipe,18" diam, L.F, SO 0 44.5 2,225 00 2,225 00 0 ,-- -- -- 12, " 24" " L.F, 52 0 79 4,108 00 4,108 00 0 13, II 30" " L. F, 86 0 61 5,246 00 5,246 00 0 ._, 14, " 36" L, F, ~, 12 1,200 00 1,200 00 0 15, Tr,l Steel Cu1v,Pipe O,l09"th,48"di L. F, 93 00 26 2,418 00 2,418 00 0 - ,-- r--' 16, Delete~ - :-- 17, Tr.1 Steel Culv,Pipe O,168"th,84"di L, F, 215 00 28 6,020 00 6,020 00 0 - 18. Structure Excavation,Cl,A. for Brdg c.y, 10 ~O 9,1 91 00 91 00 0 Gravel Backfi 11 for Wall for .-.--- --- I-- , 19. C,Y, 12 100 12,0 144 00 144 00 0 ,- Rcl.dg... ---- -- 20 Furnishing 10"xlO" precast L, F, 29 ~O 82,5 2,425 SO 2,425 50 0 ......:... ccs.t~on.c.w.~ - ,>!"'':''':'',j-'{, .. :.',!",.. :''i .. 1-"-' - , ..; . , .". ---.' CGUNTY OF JEFFERSON . TO 14 . E, Sl'ton ~ Son . STATE OF WASHINGTON Address Rou te 2, Box 312 Port TOOlo.s.end,.-JdlL9B36B- Work done 10 December 31. 198Jl County Road Project 461 Date January 7. 1981 Estimate No 7 2/3 Unit Prlceill Quantity T.:::;! Prevloua Pre,ent 2 1. Dirving Concrete Pipe 45 ton Ea, 918 75 4 3,675 00 3,675 00 0 22, Widen Chim, Crk, Br.(as per Chg,Ord)L,S, 28,000 00 100% 8,000 00 28,000 00 0 2 3. Gravel Base, Class B C, Y. 3 96 23,010 S,079 60 95,079 60 0 on 7 50 12,920 6,900 00 96,900 00 0 30 61 12,634 74 30,837 78 55,888 Ea. 150 00 2 00 300 00 0 2 7, Deleted L.F, OS 5423 15 4,530 75 1,163 C, Y, 5 00 368,6 00 1,84300 0 311, Gravel Backfill for Pipe Bedding C, Y. 12 00 147 00 1,76400 0 Backfi 11 for Rock Ret, Hall C, y, 12 00 103.4 80 1,24080 0 M,Ga 0 D 31:, Deleted . Removi nll an9 RjSetting Wire Fence L.F, 56 23,006 35,88 36 33,232 68 2,656 31., (Revixe PrlCp. 31-1. Deleted , 31;', Furn,& Install. Single l4'Gate Ea, 140 25 10 1,26225 140 31e, Rock Rctaining Wall Ton 35 00 600,38 21,01330 0 ._- 5,000 00 0 0 ~--- .. ,,,. .. "'I <> ..... ; OF JEFfERSON ., TO W,E, Seton & Son .- STATE OF WASHINGTON Address Route 2, Box 312 Por.t Townsend, WA 98368 Work done to December 31, 1980 . Counly Road Project 461 Date January 7, 1981 E,timale No, 7 3/3 Unit Prices QUo1ntlly Totolll Previous Pruent .. 41. Deleted . 42 Remove and ReTay Concrete Culvert L, F, 8 00 809 6,472 00 6,472 00 0 . Pipe 18" or smaller 43, Remove ~/i re Fence L,F. 50 1970 985 00 985 00 0 .. - 44, Qua rry Spall s Ton 2( 00 3565,6 71,312 00 68,862 40 2,449 60 45. Fi lter Bl anket S, y, 1 00 4,233 4,233 00 4.233 00 0 , 40, 6" Perf. Drain Pipe L, F, 1 00 440 440 00 440 00 0 1(1, Drain Rock C:V. 20 00 250 5,000 00 S,OOO 00 0 48, Remove and Replace w/woven wire L,F, 1 97 236B 4,664 96 4,605 86 59 10 fence $, Hydroseeding Acre 865 00 27,03 23,380 95 23,380 95 0 tll, Hydroseeding Tack Agent Acre 22( 00 13.69 3,011 80 3,011 80 0 Ii!, Force Acount L.S, 601 52 601 52 0 t)!, 'Cl eanup and Road Protection L,S, 9,540 00 100% 9,S40 00 9,540 00 0 :51, Furni shi ng and Insta 11. 16' Gate Ea, 250 00 3 750 00 750 00 0 iJI, ::.~~~~~ ;~~t~:t!~t~O~" ~ourse Over- Ton 9 10 915.2 8,328 32 8,328 32 0 ~ Asphalt Concrete Overrun Ton 38 61 627.11 24,212 72 0 24,212 72 " (p~rrh~ng~ n~r.Qr DR) . 1Ji Asphalt for Tack C~~~ Ton 240 00 7,25 1,740 00 0 1,740 00 ~eJ:-Ch'MO ~~.-lo~ f--. 17, 18, +--.- 19, -- 20, Totals 1 l34.09 63 ,039,3 0,2 94,114 41 - -- 10% retained as per contract 56,70 73 Sl,9 9,01 4,735 72 1 077,38 90 987,4 1.2 89,978 69 Warrant No. Total Amt,JlR..2Z!l.~ 1 hereby certify on honor that the nbove estimatc is based upon act17~ts and that the some Is true ond correct, Jt.- ' ___,_u_.. ~t ""'--. """1----- . Count)" En,lneer I, the undersigned, having first been duly sworn, do hereby depose nnd soy that the above bill Is true ond correct; that the work wos <lclually pcrformed nnd material furnished as thercin charged; and that Ihere Is due me this date,""ljIccordlng 10 contraC!, the sum of $_a9,,&Z1l-,-~.9_, and thntthe same or any part ther~of has no b~'pnid, W (S' " )A'i' U(J ,-t.-. ~- f SC'tOI1 & Son ..gn ere t '-..../ '. or '2 \;~"'-{. ,J9.& Subscribed and sworn to beforc me thi~ Dalp ___day of~ .19_, Ordered Paid ~--- ny._______ County Audl10r Chl.llrm,lll. nOolrd Dr COllnl", Con,ml..lont'rI (SEAl,) ", ,.'il'..':' '." ".."'. .'". '" ,..," " ' i ';. . .".,... ),.....1' ".,~~ . ',.1 ,t' ...., '."1' ... """ - '" . COUNTY OF JEFFERSON STATE OF WASHINGTON Work done 10 November 30, 1980 Date December 3, 1980 1, Mobilization 2, Clearing and Grubbing 3, Deleted 4, Roadway Excavation inc. Haul 5 Unsuitable Foundation Excavatlon , inc. Haul 6, Gravel Borrow inc. Haul 7, Shoulder Compaction 8, Aspha} t Concrete Spillway 9, Hand-Pl aced Ri p Rap 10, Pla~~"Concrete Culvert Pipe 11 Cl ass II Rei nforced Concrete ~u.l.Jl~..t D<n^ '0" .. 12," 24" diameter 13, 30" diameter 11," 36" di ameter 15 Tr,]- Steel Culvert Pipe,: 0,109" 'thick 4R" dia-^'^- 16, Deleted 17 Tr.l Steel Culvert Pipe, 0,168' 'thick 84" ,diameter J8 Structure Excavation, Class A .~or Bridqe .. 19 Gravel Backfill for Wall for .=-.Bridge "0 Furnishing 10"xlO" pr~~?st ;~~.5t'1l CJm~r~ y, ,p .....::....."'; .i'....,;:', ""<';.r,~~ ';;-;"/'/j';:'> ......... .. .... :' ..,'...:> . TO W, E, Seton & Son. Address Route 2, Box 312 Port Townsend, WA 98368 461 Estimate No Counly Road Project 6 1/3 U"I~ Prices L.S. 7,50000 100% L,S, 58,725 00 100% C.y, c.y, c.y, 2 06 3 50 2 75 500 00 Mi. C.Y L.F L,F L.F L,F L.F L.F, 45 00 15 00 50 00 52 00 86 00 100 00 93 00 L.F C.y C.Y L.F 215 00 10 00 12 00 29 40 Quantity Total PrevlOUI 7,500 00 7,SOO 00 58,725 00 8,725 00 64,041 131,92 46131,92 46 9,051 31,55 50 31,55 50 2,573 7,07 75 7,075 75 14.4 7,20 00 7,200 00 o 34 1,53 00 1,530 00 927 13,90 00 13,905 00 44.5 2,22 00 2,225 00 79 4,10 00 4,108 00 61 5,24p 00 5,246 00 12 1,20p 00 1,200 00 26 2,418 00 2,418 00 28 6,02C 00 6,020 00 9.1 91 00 91 00 12,0 14' 00 144 00 _1--_ 82.5 2,42< SO 2,425 50 " ,,:,:,,;. ,;;~. "'i:,"'i: -,.~"~ ~ "" .. ,_.. .. \ . "".. ,.,..~ "l < i,. (''L'''''', Present o o o o c ( ( ( ( ( I o o " ~ .. I' \ ,.~" 'U '-jo"'l":!" .. '. .. ');:,),1', - , COUNTY OF JEFFERSON . TO W, E. Seton & Son . STATE OF WASHINGTON Address Rnlltp ? Rn~ ~,? Port Tnwn~pnrlt 'J/A qRlfiR Work done 10 November 30, 1980 County Road Proiect 461 2/3 Date December 3, 1980 Estimate No. 6 Unit II Prices Quantlty Total Previous Present 21. Driving Concrete Pipe 45 Ton Ea. 918 75 4 3,675 00 3,675 00 0 2 2. ~~~~~ .~~i~~c~~~ C~~:~n~r~~~;r \ ,S, 28,000 00 100% 28,000 00 28,000 00 0 23, Gravel Base, Class B ' Y. 3 96 23,OJ 0 95,079 60 94,089 60 990 00 24, Crushed Surfacing Top Course on 7 50 12,920 96,900 00 86,767 50 10,132 50 2 S, Asphalt Concrete' Pavement, Class B, on 30 61 10,808:H 30,837 78 19,953 05 110,88 73 Includina Pavina Asohalt 26, Asphalt Concrete Road Approach Ea, 150 00 2 30e 00 0 30 ' 00 27, Deleted 28, Deleted 29, Aspha.l t Concrete Curb ,F, 1 05 4,315 4,53 75 /}."O 4,53 75 (revised 10/22/80 Change Order #6) ~.",,,, 3.0, St~~cture Excavation, Class B , y, 5 00 368.6 1,84 00 , 1,500 00 34 00 ,. r pin" :U, Gravel Backfill for Pipe Bedding ~, y, 12 00 147 1,76 00 1,76'1 00 0 ~.:.~~~~U~~k,:.1~ ~ for Rock ~,Y, 12 00 103.4 1,24 80 1,240 80 0 33, Water M,Ga 0 0 i j4, Delcted - j5, Remo~~~~,:~~ ~;~;~~ing Wire Fence ,F, 1 56 21,303 33,23 68 27,871 08 4,358 60 j6, Deleted 17 Furnlshlng and Install1ng :>lIlgle Ea, 140 25 9 1,26 25 1,26; 25 0 , 14' Gate (revised price) 38, Rock Rctainlng Wall on 3S 00 600.38 2l,0J 30 18,00 00 3,009 30 -- -- _. 39, Trll1111lng and Cleanup L,S. 5,000 00 0 0 ';0, Adjusting Existing Inlet Frames -- _. f--. Ea, 200 00 1 20 00 200 00 I .~ . .. 'i,. " ,,"', ",'I",,; ~,. . .."........... L" ',,' ,.,.,,.\<t,, .,.:,i<!.J,-*' COUNTY OF' JEFFERSON STATE OF WASHINGTON Work done to November 30. 1980 Dale Decemb~r 3, 1980 41, 42; 43, Deleted Remove and Relay Concrete Culvert 18" or smaller Remove Wire Fence 44, Quarry Spalls 45. Fi lter Bl anket 46, 6" Perf. Drain Pipe 47, Drain Rock Remove and replace w/woven wire 411, fence 49, Hudroseedi n9 SO, Hudroseeding Tack Agent ~1, Force Account !I 2., !l3. , g4. Cleanup and Road Protection Furnishing &'Installing 16' Gate Cru~~ed SurfaCl ng lOp l.ourse uver- runlPer Change Order #8) '. 15. 16, 17, 16, 19; 20, TO ~"\'~_.~, '. ,.,' -'! ~ r,:r~;"'~\:~;";:.'- ':i ~':, j 'E/Setori and Son A ~ Route 2; Box 312 7~.~'}~+>:"'~~'! ~ '. ~ '<.' ;: :.;'S'.{\~~;~t:1~;~ ~;({y~"~:L' ;):.< Addr.,. Port Townsend, WA 98368 County' Road Proj.ct 461 Estimate No 6 3/3 Unit Tolal Present Price. Provlaua Quantity .. ,F. 800 809 6,472 00 6,472 00 0 .F, SO 1970 985 00 1,41000 -425 00 on 20 00 3443,1 68,862 40 68,862 40 0 . Y. 1 00 4,233 4,23 00 4,233 00 0 ,F. 1 00 440 44( 00 440 00 0 , y, 20 00 250 5,OO( 00 5,000 00 0 .F, 1 97 2,338 4,60! 86 4,605 86 0 cre 865 00 27,03 23,381 95 21,95370 1,42725 ~cre 220 00 13,69 3,011 80 3,011 80 0 ,S, 601 52 601 52 0 100% . 9,54 00 9,54( 00 0 ,S. 9,540 0 Ea. 250 0 3 75 00 751 00 0 on 9 0 915.2 8,32 32 ( 8,328 32 . 1',39,380 22 < ~i<;400 77 4;;:67~ :'45 .y :ri'r," / 'S :: I ~, 7' 51.969 01'"" 44-,ilS 047-.25 .97 -:;,--": ""'. 4<',V..,.,.N 87411 21. 49-;585?3 -37.82~ 48 "~_i,,,~,,/ 1')1'/ ? . ":V t"'tfr /~i:~~ ';-7 1l..N' r?? ~ 4 /:" .J~:"? ;,;l '/ Warrant No._~ Total Amt. 137,825,48 I hereby certUy on honor that the above estimate is based upon actual measurements and that the same is true and correct. 'I /.~II,)' I . _JI/ County Em,lneltr I, the undersigned, having Clrst heen duly sworn, do hereby depose and say that tho above bill 15 true nnd r.orrect; that the work was actually perfonned anel material Curnished as thcreln charged; and that there Tota~,r'''nN.I.'r'A'' 'l'o' .rP,.,.jr~l'? 7'.-. rt... .;- r ,jI".,: 17 "qt;'-'--l' '.IVI ~i retained as per ~ontract Is due me thls~ according to contract, thl! sum of $.J).I.JL~_, and thnt ihe some or any part thereoC has J:~ /7 f (Sign Here) ..2 ~ :t"-'-fO~' W, E. Seton & Son Subscribed and s:om to beCore mo this Dalp de - .s- . Inh day 0' (SEAL) ~ '. "" ,10_, Ordered Palel By (!ounty ".~dltor Chlllrmln, DOolrd ot County CommlnlC'nl'rI ".,.', ,., .:.::.. :',;, i ,.~.~ ~~~':~'1' \>1,,""';';"" I,J. (..,'.:.'1 ",~'f>"'~i'~ ..'," , '.. ~",'; - ." .... "',""'. :, .........,'..:/:c,!' '. , ~ CClUNTY OF JEFFERSON . TO W. E. Seton & son. STATE OF WASHINGTON I~ddresll; Route 2, Anx 31? Port Tnwnc::pnn M~ Q8368 Work done to October 31 , 1980 Counly Road Project 4fil Date_, November 3, 1980 Estimate No. ~ Unit Price. Qu.antity Tot;!! Provloua Presant 1. Mobilization L,S, 7,500 00 100% 7,5ac 00 7,500 00 0 2. Clearing and Grubbing L.S. 58,725 00 100% 58,72 00 58,725 00 ,0 3, Deleted 4. Roadway Excavation inc, Haul C,Y, 2 06 64,041 131,92 46 31,580 44 344 02 5. Unsuitable F~un~~:~~n Excavation C.Y. 3 50 9,015 31,55, 50 24,745 00 6,807 50 6, Gravel Borrow including Haul C, y, 2 75 2,573 7,07 75 t 7,075 75 , 0 7, Shoulder Compaction Mi. 500 00 14,4 7,20 00 7,'200 00 0 8, Asphalt Concrete Spillway 0 . , 9, Hand-Placed Rip Rap C,Y, 45 00 34 l,53C 00 0 1,530 00 - 10, Pla~~"Corycrete Culvert Pipe L,F, 15 00 927 13.90 00 10,815 00 3,090 00 11, C1 a~~, ,~I Re~~~~r~~~ C~ncrete L,F. 50 00 44.5 2,22 00 2,225 OQ 0 12, Cla~~l~~r~e~ry~~r~;~ C~ncrete L.F, S2 00 79 4.10 00 4,108 00. 0 13, C1a~\,~: Re~ry~~r~~~ C~ncrete L,F, 116 00 61 5,24C 00 5,246 O() 0 - 14. Cl a~~, ,I,: .~e~ry~~r;~~ S?~:~;te L.F, 100 00 12 l,20C 00 1,200 00 0 15 Tr.l Steel CUlv7~~.~!pe, 0,109" L.F, 93 00 26 2,4H 00 2,418 00 0 ~~.;.. - 16, Deleted - 17 Tr,l Steel Culvert ,~1~e, 0,168" L.F, 215 00 28 6,02C 00 6,020 00 0 --.:.. ,---.1; h i c k 84" _d.iam~ 'r - 18. Str~::u~~,~~:avation, Class A C,Y, 10 00 9,1 91 00 91 00 0 --_.f-. 19. Gravel Backfi 11 for Wa 11 for ,y, -~ ~- 12,0 W 00 70 80 73 20 - Rr:idg~ 1---. 2,42' 20, Furnishing 10"xlO" precas~ ~,F, 29 40 82,5 50 2,42S 50 0 : ....,.;:.'::. "..' "', :.", , ,.,', ,i , '" ...> .. .......,...\.,.. .. )"""~' ~, ,," mWIII.~--'" "T . CeUNTY OF JEFfERSON STATE Of WASHINGTON . TO W, E, Seton & son. Address Route 2, Box 312 . Por't TO\~nsend, ~IA 98368 Work done 10 October 31, 1980 County Road ~roiect 461 Dale November 3, 1980 Estimate No UnIt Prien Quantity Total Previous Present 21. Drivi~g Concrete Pipe 45 Ton EA.' 918 75 4 3,675 00 3,675 00 0 . 22 Widen Chimacum Creek Bridge .s. 28,000 00 100% 28,000 00 28,000 00 0 . ' (revised as Der Cl1ilruLe Order 23. Grave18ase, Class 8 . Y. 3 96 23,760 94,089 60 81,57600 12,513 24, Crushed Surfacing Top Course on 7 50 11 ,569 86,767 50 20,625 00 66,142 . 25 Aspha 1t Concrete Pavement, Cl ass B, on 30 61 7,185,6 19,953 OS 0 19,953 ' ' Including Paving.Asph 26, Asphalt Concrete Road Approach Ea. 150 00 27, Deleted 1 05 1,305 ') 0 1,370 5 00 300 1,46300 37 12 00 147 1,76400 0 12 00 103,4 1,240 80 0 0 FtI, Deleted 15 Removing and Resetting Wire Fence F . .(Revised Price) , , llJ, Deleted 1P Furnishing and Installin Single Ea, ...::..:.._L4.:.Jia te (Rf!v i se !Jl, Rock Retaining Wall on 56 17,868 140 25 9 3S 00 514.4 1,122 00 18,004 00 140 o tp, Trimming and Cleanup ~. Adjusting Existing Inlet ,$, 5,00000 o '. . , , .>,............ ~I ..". .~.. .f,:. COUNTY OF JEFFERSON . TO W, E. Seton & Son 5T A TE OF WASHINGTON Address Route 2. Box 312 Port Tnwn"pnrl, WA QR"l68 Work done to October 31. 1980 County Road Project 461 Dale November 3. 1980 Estimate No 5 Unit Prices Qu"nUty Total prevlau. Prullnt 41. Deleted . 42 Remove and Relay Concrete Culvert L. F. 800 809 6,47_ 00 4,976 00 l,496 00 . 18" or sma11e~ 43. Remove Wi re Fence L,F, 50 2,820 l,41C 00 1,410 00 0 44, Quarry Spa 11 s Ton 20 00 3,443,1 68,86_ 40 54,300 80 l4,S6l 60 45, Fi 1 ter 81 anket S, y, 1 00 4,233 4,23 00 3,965 00 268 00 46, 6" Perf, Drain 'Pipe L,F, 1 00 440 44( 00 440 00 0 47, Drain Rock C,Y, 20 00 250 5,OO( 00 3,400 00 1,600 00 46, R~~~~: and replace w/woven wi r~ LF. 1 97 2,338 4,6m 86 4,605 86 O. . 49, Hydroseedi ng Acre 865 00 25,38 21,95 70 2l,9S3 70 0 ~ -.- lll, Hydroseeding Tack Agent Acre 220 00 13.69 3,011 80 3,011 80 0 p, Force Account L.S, 601 52 ,601 52 0 ~, Cleanup and Road Protection L.S, 9,540 00 100% 9,541 00 9,540 00 0 $3, Fur~ishing & Installing 16' 9ate EA 250 00 3 75 00 0 750 00 14, 15, 16, 17, ,. 18, 19. ". 20, : Totals 9S,67i 02 58,835 17 36,835 85 , . ~6% a:c1~rne~' ~~ '~~ru contract 32,941 76 ! 49,783 5S 16,841 79 45,8871 47 25,893 41 19,99406 Warrant No. Total Amt...Jl9. ,994.06 1 hereby celtlIy on honor that the nhove cstlmate is based UJlon azeosurements and that the same Is true and correct. U~A~ ..---- 'Pt-- I County En.lnur I, the undersigned. hnvlng first hecn duly sworn. do hereby depose nnd sny thnt the nbove bill Is true and correct; that the work was actually performed nnd material furnished as therein charged; and that there Is due me this dale, according to contrnci, the sum of $~J!~,.oi..__, nnd that the same or any part thereof has Z~n p~ (Sign Here) . c/- ' for W, E. Seton P. Son Construction Co., Inc. Suhscrlbed and sworn to before me this Date ,19_ ___day of _,19_.. Ordered Paid - - Oy ---------.......'~_._"- Count1 Al,ldlt&r Ctlalrmln_ Doaref nf County CtJmmluU,norJ ~., .. (SEAL) ., ,... . .....;;.<, .' , ' ... ..'.'. ,'.'.:;' "/i~iL.!...', ",:{,~;t,~'i' ...ji'i;x: ,. ..,' ':';i:.;" .... ....':.:/0:; )!..i~.;. .:i':, "",' ".- ., ','":.'-' , " ".., j" L-;'l j "".<!:,r(_.,<.'-::',,.~\: .'!,. '~~\',l).^} ~"J",;...,:t.,,,,\.\...{~..IIi,)'-.., :~':.'l 'luJ"NI":~"", .. , , , ?,' ~ ., , . . 0, . W, E, Seton & So._____,___ ...__ COUNTY OF JEFFERSON TO ST A TE OF WASHINGTON Addre,,_, Work done fo - ...- Counly Rood Project_.1.l!l Dole 0 Eslirr,;.;le No. 4 _2M.~D,___ UnIt I Prices Quantity Total Previous Prc:.C'nt .. ~- .. .... -.---- ---~ ... . =."-=---==- 41. Deleted 4' Remove and Relay Concrete Culvert . -- L, F, 8 00 622 4,97( 00 4,970 00 6 00 ....;.::........Jll~o.r.3.IDjilJ.er - ---- - 1\:1. Remove Wire Fence L,F, 50 2,820 1-2~OO 1,410 00 0 .--------- 44, Quarry Spa 11 s Ton 20 00 2,715,0 54,30 80 22,364 00 31,936 80 45, Fi lter Blanket S,Y, 1 00 3,965 3,965 00 957 00 3,008 00 . 46. 6" Perf, Drain Pipe L,F, 1 00 440 44C 00 440 00 0 ---. 47, Drain Rock C,Y, 20 00 170 3,40C 00 3,400 00 0 W.. Remove and repl ace ~I/woven wire L.F. 1 97 2,338 4,60 86 4,330 06 275 80 ,~::.-.Eenc.e.... 49. Hydroseeding cre 865 00 25,38 21,95 70 7,940 70 14,013 00 - $0, Hydroseeding Tack Agent cre 220 00 13,69 3,011 80 126 26 2,885 54 .. $1. Force Account L.S, 601 52 212 26 389 26 . !;2.Cleanup and Road Protection L,S, ?~ 00 100% 9,54C 00 0 9,540 00 -- 13. -. ; }4, 15, -- ----- - -- I-- 16, * Note for Item #9: this item was lncorrectlY loggearorllf{>/8u -. -_._-~ --, 17, estimate, The quantity has been ~ransterred to-rteiif7f3!l''K6CKRli'- 10, taining Wall" , as of thi s esti- mate 977f1/ju, ----- f-- --.- 10, - --- f-- -- _. -=1 ---- I--' r- - 20, 58,835 --t' 'l'otals 17 36,698 47' 1222, l~~ 70 ~~ after /00-;-000-- 1--- ---- I retolnCl as per contract 32,941 76 21,834 92 11 ,109 84 .- -I- -- -- -~ 525 ,89~ 41 14,863 55 211 ,02~ 86 Worrallt No, '}'otal Amt..$.2U....DZ!L86- 1 hereby certify on honor that the Ilbuve estimate is bused upon '~surcmcllts and thnt tile same Is true and correct, _._~_ ~..~, ______..., County Eno1lneer I, the undersigned, h:l\'lnp. first heen duly sworn, do hereby depose and say that tlw nbove hill Is tme and correct; tlmt the IVork IVns nelunlly performed nnll mllterlnl furnished ns therein dll1l'Ge<l; and thnl tliel'e Is due me thls"~cordinl;ili' ,he sum of $_ 211 ,O~~~~__.., ,1I1d thnt Ihe snme or (lilY pnrl Ihereof hns no\ een pnld, (Slcn lIerc)_ _ ~~ ~ fOL.!:!~~Seton 1\ ~n_. ~lI"~erlbNl nnll sworn to before me this Dnle. ~ cx.-TC!,~~, 196J.. ____,<lny 01__..._____, 19_, 01'1101,,,,1 p"ld ....-....._--_.~--------~--- Ily....__.._......__......,........ '......... _._--~._,..~_._--~.- c:..unly Audllnr Ch;tlrm:lIl, nfl.!rrl or CHIl/lI.v Cnmmtut"m'U1 (Sr.:'\I..) Iil,;,;jJ Ii' "'''''>'1.. . , r'T" . ~, ~~~-- ;"';:":'t.l ., .. ...." ,~ ,~ " ." ~ - ,." '\.'\<. I Jk""",f''',.., I,;" ~ ,.~< " < .. ...._.,;;..,.:..:.-,.,.~- , Ci)UNTY OF JEFFERSON ., TO IL E, Seton & Son - Box 312 '--;ort STATE OF WASHINGTON Route 2, Address Townsend, WA 98368 .Work done io August 31, 1980 County Road Proieet 461 Dale September 4, 1980 Estimate No 3 Sheet 1/3 Unit Pried. Quantity Total Prevloua Present .. 1: Mobilization L.S 7,500 00 100% :?~500 00 7,500 00 ' 0 2. Clearing and Grubbing L.S 58,725 100% 58,725 00 44,043 75 lftiS8l 25 3: Dele ted . .. 4,Roadway Excavation Including Haul C.Y 2 06 58,173 19,836 38 45,186 10 74,650 28 ... unS,U1 taoJ,e l'-ounaa l...Lon Lxcava l,...Lon 5,Inc1uding Haul C.Y 3 50 5,764 20,174 00 11,928 00 8,246 00 6,Gravel Borrow Including Haul C,Y 2 75 2,543 6,993 25 6,726 50 266 .75 7, Shoulder Compac tion Mi. 500 00 2 1,000 00 0 1,000 00 8.Asphalt Concrete Spillway 0 9.Hand~Placed Rip-Rap *See No te C,Y 45 00 0 0 1,066 50 -1,066 50 - 10 Plain Concrete Culvert Pipe . 1211 diameter L.F 15 00 328 4,920 00 3,465 00 1;455 00 11 Class II Reinforced Concrete L.F 50 00 41 2,050 00 1,900 00 150 00 'Culvert Pipe 18" diameter 12 Class Ii Reinforced Concrete L,F 52 00 67 3,484 00 3,484 00 ' 0 ._~lvert Pipe 24" diameter 13 Class II Reinforced Concrete - 'Culvert Pipe 30" diameter L,F 86 00 61 5,246 00 5,246 00 0 14 Class II Reinforced Concrete 100 00 12 1,200 00 1,200 00 0 .. 'Culvert IDie 36" diameter L.F 15 TR,l Steel Culvert Pipe,O,l09 L.F 93 00 26 2,418 00 0 2,418 00 'thick 48" diameter 16. Deleted TR,l Steel Culvert Plpe,u,~oo' 17. thick 84" diameter L,F 215 00 28 6,020 00 0 6,020 00 18 Structure Excavation, Class A C,Y 10 00 4,3 43 00 0 43 00 . for Bii~!le .. -C-r-llve nCKtl.l.J. tOL na....L .LUL 19. llridge C,Y 12 00 0 0 0 ( .'urnishins 10"xlO" Precast .1---- C 20, Prestressed Concrete Pile L,F 29 40 82,5 2,425 50 2,425.50 ,';> ; ""';~),,' \~..., ::,:,/;(,:; I';:;;,:''::;!i "',', ~,,/"/,. ,',' .ii.... .... " ~~ ;, ., .,",....~... N ,.,:;;,J.!"! COUNTY OF JEFFERSON .. TO W. E. Seton & Son . 51 A IE OF W ASHINGI0N Address Work done to August 31, 1980 Counly Road Proiect--.!!.~l Date September 4, 1980 Estimate No 3 Sheet 2/3 Unit Prices Quantity Total PrevIous 2l.Driving Concrete Pile 45 Ton Ea, 918 75 4 3,675 00 3,675 22.Widen Chima cum Creek Bridgw L.S 21,000 00 50% 10,500 00 0 23. Gravel Base, Class B C.Y 3 96 2452 9,709 92 0 24,Crushed Surfacing Top Course Ton 7 50 0 0 0 0 25 Asphalt Concrete Pavement, Class B, Ton 30 61 0 0 0 0 'Includin Pavin As halt 26.Asphalt Concrete Road Approach Ea. 150 00 0 0 0 0 27, Deleted 28. Deleted 20, Asphal t Concrete Curb L,F 2 89 o . 0 ;0 () 3 Structure Excavationt Class B, C.Y 5 00 246,1 1,230 50 636 00 0, for Pipe ~l.Gravel Backfill for Pipe Bedding C,Y 12 00 130,3 1,563 60 694 00 12 Gravel Backfill for Rock C.Y 12 00 83.4 1,000 80 40 80 'Retaining Wall :13, Water H.G, . 20 00 0 0 0 0 35 Revised Price Pence L,F 1 56 6854 10,692 24 5,416 32 'RemovinK and ResettinK Wire 36, Deleted 37 Revised Price - Furnishing and In- Ea, 140 25 841 50 561 00 280 ' stnllin~ 14' Gate J8,Rock Retaining Wall Ton 35 00 265,7 9,299 50 0 9,299 0 JO,Trimming and Cleanup L,S 5,000 00 0 0 0 --^dJUrr~Ttiif""IiITirtYrameR an. and Grates 15, * Note for. Item 09: This item was <npn~---"-- ,_,.> 0 to IOn 16, Estimate. The quantity has been tr"r9F9""~Qd t-n Tt-c.TI'I n~R "n.aC.k.__ 17, Retaining Wall", as of this ~.ti",.tQ (9'4/Sn) 18, 19, -J__L, . 20, Totals ~hatter lUU,UOU 10% retained as per contract 36~698 47 170,17 72 66,525 75 21,834 92 13,50 64 8,326 28 14,863 55 156,66 08 58,199 47 Warrant No.__ Total Amt, 158,199,47_ I hereby cerlliy .on honor that the above estimate is based upon actual m:2easureme ts and that the same Is true and correct. , ______...._. ... ':/f,t,.,. Count)" En.ln..,. I, the undersigned, hrlvlng first been duly sworn, do hereby depose and say that the above blII is true and correct; that the work Was actually performed and material furnished as therein charged; and that there is due me this date, according to contract, the sum of $-1ilh!2~, and that the same or any pari thereof has~ot een paid,.) I'L . , ....~" C/.--) (SIgn Here) ,,,l ,/ r ......~;:..." --...../ for_ __ Subscribed and S\YOMl to before mr this Date '/.. -,L - . ,19~ _day of ,19_, Ordered Pol" CoU"I, Audll&r Or, (SEAL) Chairman, lW~rd of County C<rmmllllllonfu ,'I!i:"::_~.'j.".....r,'lt./o!lIl " -, .- , " : . - '. . TO W, E. Seton & Son COUNTY OF JEFFERSON .....:.--' STATE OF WASHINGTON Route 2, Box 312 Port Townsend, WA 98368 Address Work done to July 31, 1980 County Road Project 461 August 3, 1980 Estimate No. 2 Sheet 1/3 Date UnIt Prices Quantity Tota.l PrevIous PrCileflt 1. Mobilization L.S, 7;500 00 100% 7;500 00 3-;750 00 3-;750 00 2. Clearing and Grubbing L.S, 8,725 00 75% 44,043 75 29,362 50 4,681 25 - 3. Deleted 4. Roadway Excavation Including Haul C.Y. 2 06 21,935 45;186 10 0 5;186 10 -Unsuitable Foundation Excavation C,Y, 3 50 3,408 11, ,28 00 630 00 1,298 00 e. no", . . 6, Gravel Borrow Including Haul C,Y, 2 75 2,246 6,726 50 0 6,726 50 7, Shoulder Compaction Hi. 500 00 0 0 0 0 .. 8. Asphalt Concrete Spillway L,F, 13 81 0 0 0 0 9, Iland-P1aced Rip-Rap C,Y, 45 00 23.7 1,066 50 0 1,066 50 - 10 Plain Concrete Cuo1ver Pipe L,F, 15 00 231 3,465 00 2,100 00 1,365 00 . 12 inch diameter . 11 Class II Reinforced Concrete I..F, 50 00 38 1,900 00 1,300 00 600 00 ~J1vert Pioe-18 inch diameter >--, 12 Class II Reinforced Concrete I.. F, 52 00 67 3,484 00 416 00 3,068 00 _...:_G.!llllj!J:.t..li~;f.n~eter . 13 C1aBs II Reinforced Concrete L,F, 86 00 61 5,2/16 00 0 5,2/,6 00 ' Culvert Il!.ic::.J.Q...J.lli:.!L.c!.i.l!!peter 14 C1asB II Reinforced Concrete L.F 100 00 12 1,200 00 0 1,200 00 ......:...C.ullu:r.t...F..i=.l6.Jn.c.h...d1runp t er IS TR,l Steel Culvert Pipe,O,l09 inch T.,F, 93 00 0 0 0 0 .. " thi(!k 48....in~h dill.r.1ptPT . 16, Deleted - - 17 TR,I Steel Culvert Pipe,o,168 inch I~' F, 215 00 0 0 0 0 ' thick, 84 inch diameter 10. Structure Excavntion, Clnss ^ C,Y 10 00 0 0 0 0 ---La.r...l>rJ.dg~ --- '--- ---'- - -- I---: 19 Grnvel B,ckfill for Wall C,Y. 12 00 0 0 0 0 . (QLB~M&.e _.... __ .-- - - _._.- ,--,-- ,;--Furn!G ng""Tll''l<IO Precast I..F, 29 40 82.5 2,/125 50 0 2,425 50 .0, PrentresGed Concrete P!le ~'-~-. - -~ . . W. E, Seton & Son . COUNTY OF JEFFERSON TO STATE Of WASHINGTON Address Work done fo Julv 31. 1980 County Road Project 461 Dafe Aue:. 1. 1980 _Estimate No 2 Sheet 2/3 UnIt Prices Quantity Total PrevIous Prosent .. .. 21, Driving Concrete Pile - 45 Ton Ea. 918 75 4 3,675 00 0 3,675 00 22. Widen Chimacum Creek Bridge L,S, ~1,000 00 0 0 0 0 23. Gravel Base, Class B C.Y, 3 96 0 0 0 0 24, Crushed Surfacing Top Course Ton 7 50 0 0 0 0 25 Asphalt Concrete Pavement, Class B, Ton 30 61 0 0 0 0 . Includin2 Pavin", Asahalt :26, Asphlat Concrete Road Approach Ea. 150 00 0 0 0 0 Zl. Deleted m, Deleted ;,9, Aspbal t Concrete Curb L.F, 2 89 0 0 0 0 nw.: Structure Excavation, Class B, C,Y, 5 00 127.2 636 00 187 00 449 00 for Pipe I '>;J, Gravel Backfill for Pipe Bedding C.Y, 12 00 57.9 6911 00 219 60 475 20 .-- 1--- - "s:! Gravel Backfill for Rock Retaining C,Y. 12 00 3,4 40 80 0 40 80 '. 'Wall ,<ii!, Wa ter H,G, 20 00 0 0 0 0 '.JjI, Deleted "':0, Revised Price Wi- " L,F, 1 56 3,472 5,416 32 ~57 50 5,258 82 ,_ R~mnvin~ nnrl Rpqprr'rn~ . '('JG, Deleted /" Revi ~ed Pr ie e - Furnishing and 1n- .1-- W. stalling single 14 Fooc Gate Ea, 1/,0 25 4 561 00 0 561 00 ,IO, Rock Retaining Wall Ton 35 00 0 0 0 0 '. .-- -- f-- ):0, Trimming nnd Clean\lp .s, 5,000 00 0 0 0 0 "'7m)ustinR Existing Iillec Frames --. -..- - -- "- -. ;0, nnd Grntes /Ea. 200 00 0 0 0 0 ! ---.--...-.. -~...- . ..--.- .. '" .. .. ":, (' " . .. . .:.,. COUNTY OF JEFFERSON STATE OF WASHINGTON . TO W. E, Seton Address Work done to~lv 31. 1980 Counly Road Proiect 461 Date_ AUf! ',1980 Eslimale No. 2 Sheet 3/3 Unit Prices Quantity Total Previous Prcunt 1.1. Deleted .- and Relay Concrete Culvert la Remove L.F 8 00 425,50 3,404 00 2,126 00 1,278 00 ~ . 18" or smaller 43.' Remove Wire Fence L.F 50 2820 1,410 00 0 1,410 00 M. Quarry Spalls Ton 20 00 762 15,240 00 0 15,240 00 45, Fil ter Blanket S.Y 1 00 655 655 00 0 655 00 46, 611 Perf. Drain Pipe L.F 1 00 340 340 00 0 340 00 .. 47. Drain Rock C,Y 20 00 130 2,600 00 0 2,600 00 '48 Remove and Replace w/woven wire L,F 1 97 567 1,116 99 0 1,116 99 . Fence 49, ;lJ), Force- Account L,S 212 26 0 212 26 11. 12, . 13, 14, 15, 16, - 17, ' . 18, 19, . 20, Totals ~lo.l~' .i-'l , ,52 40,248 60 129,92 92 .. !6l;\\ ar~f:fne~og; ~~~ contract /68 13,50 4,024 86 '~4a 82 56,66 .'M 36,22 74 ~~~''t4; 10 :;''1> //.? 9'1.:'l, :1"", Warrant No, Total Amt.$120,441.10 I her. eby certuy on honor that the above estimate Is based upon actual measure~ts and that the same Is true and correct, /; / 91" h-'. " ~_.?;;;;' - J~l Count)' Enllne.r 'I, the undersigned, having first been duly sworn, do hereby depose and say that tho above bl1l is true and corr~ct; !lInt the work was actually performed and material furnished as therein charged; and that there Is due me this date, according to contract, the sum of $ thereof has not been paid. " ,./ /('. r (;/ ?~~j~""t'.." (SIgn lIere) l (,.'':' /', c - ..c~ ~~- Cor 120,441.10 , and that the same or any part W. E, Seton & Son Construction Subscribed and sworn to before ma tl1l" Date ~?/ y-: q(J , 19_-,-- ___,Iny 01_,_____.19_, Ordered Paid fly CGunt)' Auditor Chairman, Boud 01 COlJnty Commlnlonl,. (SEAL) - . . .. :~~ . ',.- - Seton & Son . COUNTY OF JEFFERSON TO STATE OF WASHINGTON 312 Port Townsend. WA 98368 Address Route 2. Box Work done to June 30. 1980 County Road Proiect 461 Date June 30. 1980 Estimate No. 1 -5hee.Llf ;3 Unit Prien Quantity Tot.., Previous Present 1. Mobilization ,S, 7500 00 50% 3750 00 0 37'0 Inn 2, Clep.ring and Grubbing L,S 58725 00 50% 29.362 50 0 29,362 50 . 3, Deleted 4, Roadway Escavation Including Haul Coy, 06 0 0 0 0 5, Unsuitable Foundation Excavation Coy, 50 180 630 00 0 630 00 Includin~ Haul 0, Gravel Borrow Including Haul Coy, , 75 0 0 0 0 7. Shoulder Compaction Mi. 50C 00 0 0 0 0 8, Asphalt Concrete Spillway L,F, 1 81 0 0 0 0 9, Hand-Placed Riprap C,Y 4 00 0 0 0 ( la, Plain Concrete Culvert Pipe LoF 1 00 140.0 2100 00 0 210 00 '1'- inch diamet-nT' 1}, Class II Reinforced Concrete L,F 5 00 26,0 1300 00 0 130 00 ClIlv~rt Pipp - 18 iuclL!i1.o~r -1---' 12, Class II Reinforced Concrete LoF 5 00 8,0 416 00 0 41 00 ClIlvprl Pip~ - 24 iru:hJl:iI\.lllll."pl' 13 Class II Reinforced Concrete LoF 8 00 0 0 0 ~lI'"Pl''''' Pip~ _ 10 inch diam"""''''' 14 Class II Reinforced Concrete L,F 10 00 0 0 0 ~~ert Pipe - 36 inch diameter IS TR.l Steel Culvert Pip..O,l09 inch L,F 9 00 0 0 0 .~~!lmPter -. -. - 16, Deleted TR,l Steel Culverc-P!pe.O,lbtl inch L,F, 21 00 0 0 0 C- 17. thick. 81, lnch diameter Structure Excnv~tlon. CIa uS A - 10. ' C,y. lC 00 0 0 0 C - (for brIdge) .--.- 19, Gravel Backfill for Wall C,Y. 1 00 0 0 0 0 - (for bridge) f--- -- 20, Furnishing 10" X 10" Precas-Pre- L,F, 2~1~_ 0 0 0 (_I a,..r~9C"""~ rnnr .to, 1'''f1 37.558150 ! Sub Totals 37,558 50 .. L,'" . ~_.~ ". .;....... "... . Se ton & Son . . COUNTY OF JEFFERSON TO STATE OF WASHINGTON Address Work done to 6/30/80 County Road Project 461 Dale 6/30/80 Estimate No. Sheet 2/3 UnIt Prlccs Quantity Totoal Prcylous Present 21, Driving Concrete Pile - 45 Ton Ea. 918 75 0 0 0 0 22. Widen ChimacllIU Creed Bridge L,S 21',000 00 0 0 0 0 23, Gravel Base, Class B C,Y 3 96 0 0 0 0 24, Crushed Surfacing Top Course Ton 7 50 0 ( 0 0 25. Asphalt Concrete Pavement, Class B, Ton 30 61 0 ( 0 0 Includin2 Pavinl1: Asphalt 26, Asphalt Concrete Road Approach Ea. 150 00 0 ( 0 0 27, Deleted - ~ 8, Deleted 29, Asphalt Concrete Curb L.F 2 89 0 ( C 0 lO, ~tructure Excavation; Class B, C.Y 5 00 37,4 18 00 e 187 00 for Pine :11, Gravel Backfill for Pipe Bedding C,~ 12 00 18,3 21 60 e 219 60 12 Grnvel Backfill for Rock Retaining C.Y 12 00 0 C 0 _ ' Ynll 13, Water . . ~ Go 20 00 0 I 0 :14, Deleted :15, Removing and Resetting Wire Fence L,l 1 05 150 157 50 157 50 10, Deleted . 17, Furnishing and Installing Single Ea, l2f 00 0 0 C 14 FooLlli1te . 10, Rock Retaining Wall Tor 3' 00 0 0 C '. ---- ~ 19, Trimming and Cleanup L,S, 500e 00 0 0 C .-- ,~O, ~~~usting Existing Inlet Frames En, 20e 00 0 0 C Grn to" Sub Totals 38,122 60 38.l2~ 60 - ~ " c , " ~ ,:', ,'- . . 0 Seton & Son COUNTY OF JEFFERSON TO STATE OF WASHINGTON Address Work done to 6/30/80 County Road Project 461 Dale 6/30/80 Estimate No. Sheet 3/3 , Unit Price. Quantily Tot.... Previous Pre.cnt . - " 1, Deleted i,2, Remove and Relay Concrete Culvert L.F 8 00 265,75 2126 00 0 2126 00 18" or smaller 3. 4, - 5, 6, 7. 8, . 9, 10, 11, 12- 13, 14, 15. 16, . 17. 18, - 19, .. - 20, . Totals 40,248 60 0 40'24~ 10% retained as per contract 1.,024 86 4,024 86 .'," 36;;1 74.' . 36,223 74 ,--L- IVmrant No,__ '1'otal Amt...3.fi,ID...Z!L- I hereby certiIy on honor that the above esUmate Is based upon actual measurements and that the same Is true and correct, -.,-- County EnlZlntef r, the undersigned, having first been d"ly sworn, do hereby depose and say that the above bill Is tme and correct; that the work was actually performed and material furnished as lherein charged; and that there Is dlle me this da'to, 'hccOrdfng to cpntract, the slim 01 S , and lhat the sarno or any part lhereot has j beer\~~ld, \ ('- ( ) i .'y,,1 )', .. for C'\) ~,' .:)i t' '..~ ( ~'L" (1":) ft...( ( q h I _.\ \. 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"I"', : ,--..' : : J-..., , ,.,-.-. .. . , : : : : 'i' . " .. r " : ,.. . . Page 2 7-18 Sta. 634+20, Cut 0-7 ~ Hr. @ $70,00 35.00 Scrapers 1 Hr. @ $60,00 60.00 'rO-8 ~ Hr. @ $50,00 25,00 Sta. 522+70, 526+10, 529+50 Grader 2 Hrs, @ $65,00 130,00 Backhoe 2 Hrs. @ $45,00 90.00 7-22,23, 24 Sta. 441+50, 445+10, 468+70, Fill JO-550 3 Hrs, @ $50,00 (Benching) 150.00 TO-8 6 Hrs. @ $50.00 300.00 0-7 4 Hrs, @ $70,00 280.00 Scrapers 9 Hrs. @ $60,00 540.00 Sta. 543+50, 555+50, 612+70; 634+20: Cuts Grader 2 Hrs. @ $65,00 130.00 Backhoe 2 Hrs, @ $75,00 150.00 8-1,4,5,6 Sta, 451+10, 453+80, 456+90: Fill JO-550 3 Hrs. @ $50,00 (Benching) 150.00 TO-25 3 Hrs. @ $96 ,00 268,00 Scrapers 9 Hrs. @ $60.00 540.00 TO-8 3 Hrs. @ $50.00 150,00 8-12 Sta. 420+40: Cut JO-550 L Hr. @ $50.00 (Benching) 50.00 TO-25 1 Hr. @ $96.00 96,00 Scrapers 2 Hrs. @ $60,00 120,00 TO-8 1 Hr. @ $50,00 50.00 8-13 Sta. 481+40, 485+00: Cut JO-550 2 Hrs, @ $50.00 (Benching) 100.00 r., TO-25 2 Hrs, @ $96.00 192.00 ", "".' Scrapers 4 Hrs. @ $60.00 240.00 ., '" TO-8 2 Hrs, @ $50,00 100.00 Sta. 478+10, 480+20 JO-550 2 Hrs. @ $50,00 (Benching) 100.00 Scrapers 4 Hrs, @ $60,00 240.00 To-is 2 Hrs. @ $96,00 192.00 TO-8 2 Hrs, @ $50.00 100.00 8-21 Sta. 718+60: Fill JO-450 1 Hr. @ $50,00 (Benching) 50.00 TO-25 1 Hr. @ $96.00 96.00 Scrapers 2 Hrs. @ $60,00 120.00 TO-8 1 Hr. @ $50.00 50.00 8-25,26 Sta, 680+20, 686+70, 691+30, 695+80: Fill JO-450 4 Hrs. @ $50.00 (Benching) 200.00 82-30B 4 Hrs. @ $96.00 384.00 ,\':.1 ~.. Scrapers 8 Hrs. @ $60.00 480 . 00 TO-8 4 Hrs. @ $50.00 200,00 . . Page 3 8-25,26 Sta, 489+50, 504+70, 508+20: Cut Backhoe 2 Hrs. @ $45.00 90,00 Grader 2 Hrs. @ $65.00 130,00 8-27,29 9-2,3,4 Sta, 660+50, 664+50, 668+40, 677+60 : Fill JD-450 4 Hrs. @ $50.00 (Benching) 200.00 8 2-30B, 25C 4 Hrs. @ $96,00 384.00 Scrapers 8 Hrs. @ $60.00 480.00 TD-8, 450 4 Hrs. @ $50,00 200.00 9-17 Sta, 656+90, 658+60: Fill TD-8 2 Hrs. @ $50.00 (Benching) 100.00 TD-25 2 Hrs. @ $96,00 192 ,00 Scrapers 4 Hrs. @ $60,00 240,00 TD-8 2 Hrs. @ $50,00 100,00 9-18 Sta. 481+40, 485+00: Cut Backhoe 2 lirs, @ $75.00 150.00 Grader 2 Hrs. @ $65.00 130,00 $12,599,00 Milt: The initial estimate I gave you was an average time for the equipment per pole times the number of poles. Since the power company wants a more detailed breakdown, I went back over the time cards and daily reports along with John's "Inspector"s Dily Reports" and carne up with this breakdown and cost. There is still nothing in here to cover having to go back to pick up excavation left around poles during the initial operation, extra compaction around poles, special temporary drainage structures around poles where we encountered springs in the bank or removal <lnd disposal of old poles thatcwere. cut off and left by puget Power crews, R,t;CE.\VED '" 18 19B\ J\}N CO\J\'l r'f JEFFERSURI'lc: 01=1=\';"- ENGINEE "',' ij;; 15Sdo~ Bruce B. Seton, President . . Page. 2 The following list is a report of the hours our TD-25C crawler tractor pushed pit run gravel to the front end loader in the Elkins Pit. Cu. Yds, Date Equipt. No. Operator ~ cHauled 09/00/80 C-2 E, Mc Donald 10 09/09/80 10 09/10/80 9 1,260 c.y, 09/11/80 10 140 coY, 09/12/80 9~ 1,210 c.y, 09/13/80 6 09/15/80 10 1,220 c.y. 09/16/80 11~ 1,580 c.y, 09/17/80 10 2,300 c.y, 09/18/80 10~ 1,570 c.y, 09/19/80 9~ 1,640 c.y, 09/22/80 9~ 740 c,y, 09/23/80 280 c,y. 09/24/90 8 880 c,y. 09/25/80 7~ 820 c,y, 131hrs, 13,440 c.y. :l: 3: E a u. 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ID ~ ~ > " '" ~, " ','1 ';,'" co a "' .;J ~ ~ :- .... ;:l ~ U ~..... 0. ~ '" 0 ~.o u '" fIl..... " CO Jl:l CO ;.ro U1 .' II' o o N I '" .... 0. a ~ ~.~ u '@', '" .a g ':E: '.' '.. "--~.::. ..... .a u " ~ o '" ~ ID .a '0 ... ~ '" III III -B >,!, 'M !U' P>: '" :., , ,. ;';:.,' ':;>,:':'~ :, ;, i. ',.... . .'..'. ':', "..: ' ~ :':"j~', ....,.. : " ',',., :'..:,>" . "'!i: . :., :.: . " ,',". :"..... '. '. ..."..' "".' ;", ":'::':;' :..' .' '. ';'. '. ,>.' ':'; "',' : ',.' '., .: ,.....'.. "; "e" '," ::.".':..:<> '.',", ;'. .... ".:. .':;:, :.. .'. .,' . . " .) 5h.ol~ of.:...,L ""'0 3/6/81 .. . CONTRACTOR . WASHINGTON STAT!! D!!I'AflTMENT OF TRANSI'OflTATION Change Order Number q , CHANGE ORDER .' 1.04.4 . [] , 0 Ordered by Engineer under terms of Section . "', of the Standard Specifkolions Change P!op~sed by Conlraclor COntract No.' _____.-......:.--_ . '. To _H~E.-Seton..&...soILCons,truct1DILCQ....Jm;.......'- . . -Boute..3 .....Bol!.31~ ':. . ~oct-Iownsend...wA..98.3liL-:. ..' . -Co...Rd.,..18~_C1U!.-46.'1----'-----'-. I..:.... -Q-161-Project-lSAOO53 -DaboblCoyle-to-Chfmac!llll ,>:'~',:, ' : Endorsed by: .. :. . Sill""'U" ,... . TUlo ~",:., ..'" . >:'.:>:i, e"'.l'_'" ,flit-.;." h:~ Sur"y: (u,/J,,, rf!l(ooir:JI .. . , C",d'tI4'"r Firm N<lrrt, ..' . 1)"1, Si9n Route F~df;'r"l Aid No. PrOject Tille By: ' . '. 'AIIUtlley-i,,1Ml ---v.,.,-;-- ;>< ...::'~:~,... ',;' ...:, "".':'''.~,....~....... .;:-::::".~:.........." ,. d.:,. ","" ........ DESCRIPTION OF WORI( ,'" ,-', Ya,u are, ~,rdered I~ pe~farm tke f~ll~wJng de~.cribed work Upon rOClJip~Cof on approved COpy of This chango order; " . I.tem No. 57 (Plew Item) 3/4~ MatsMats Rocl: -, "', Estfmatedq!lentlty - 185 Tons Prfce: $17.00 per ton - (for use on approaches only) Ia No. 58. CNewItem) Barbed IIfre Fence Overrun ' Estfmated quantfty - 7.816 L.F. Price: $1.86 per L.F. (for barbed wfre fence fn excess of 16.800 L.F,) . I.teia No. 59 (New Item)CMlshlld Surfacfng Top CO\ii'Se Overrun Estfmated quanttty - 2849 Prfce: $9.10 per ton (for materiel fn excess of 9872 tons) , (This replaces andsuperr.edes Item No. 54 from Chang9 Order No. a) Item No. 60 (New Item) Power Pole Protectfon . . 11 pOles on cuts @ $406/pole . 4.466 Total. $11.116 (Lump Sum) 25 poles on ffl1s @ $266/pole . 6,650 (Thfsfs to cover extra work fnvo1ved fn workfng around palter poles in 1feu of haVing pales removed by ytilftfes.) ';;-::':,::~< ~ All .;o'(mO'O'i?',ond m~<"u'.m.n' 10 b. In ""o.don,. w;" 'ho '''"''';om"' 'h. 510..d..d 5poclli<OI'..., .nd Spnci.. p,o,;,;"... 10' Ihn 'ypo 0.' .con'''uc, lion Involved. '., '. ,." ~~::6CT.v..,. > I ORIGINAL CONTRACT CURRENT CONTRACT ESTlMAl[O NET CHANGE I (~TlMATED CONTRACT o . "QUI"D . AMOUNI AMOUNT '''15 0.0[. IOTAL Am. C"ANG[ 'o",: HlAOQUA.TlItS o::~~~~~, s788 480.49 s 890.302.46 s 54.724.66 s 945.107.12 ' ' ',' "" . DISTRICT UU HEADQ.UAATER'S USE APPR9VAL ~ECO.YM("'C1I:O APPROVED' v;.. . .' ," " , ... ,'~:~,' I ,,",jt<,-, '.....i..'rr '. [~ ....., _':"~ A~P~VAl 1l~~Q.o\.W(N~D OISTQIC'-AOMINISTRA'OQ _'. I. &,' 00' "~~~~1; ~1 l"i(bu'd,V CfJrlHrllrt""n Ii"x"nttcr '~f,. I " ;....' ~~u, .. .'.....,. ',', .. ..,.'::..; , .,..:.y :..' .... ", .. , :.',' '...'., '.. "...:, .. ,,";.. .,.. . . .', . . . ' '. ".;\ . '. ' ":/ . ,: .: :. . :.,. '. '. .... .. c'. ":', ....., ,.::> ."::.:'...,; ;:',', > .., ......>.",. ':.,. .'.., ::'\:'!"'. ..,;'.... " .... .'. . .... .: . ' :' .;.. .... . " ...... , , . .. .':. ., , " .. .. ,,'. ...',::;.. " "..... ", .'. "'", ' . ....:.. " ;',.' . ' . n. '., i...' cuxs:- 4 cO~ 40 L. T. L\BI -1.40 CT. i 4S9..:-S0 C'!' .iSaf-f70 LT .: $;C-B" ZO cT; :'1- ..... ..,." _. ," . U ~2.Z...1 ~l 0 c r, ,i .2;lG -I-( 0 CT. "I "" ,,' "" .- ... "." ::,1 S:"2.o -k, ~O,' c.T: "! '-' ' J . :: SSS+S'Q LT. . ;"1 .... - ...- ......u....... ,;(;(2 ":,70 CT. 1L&~4 i'Z:(J LT :i "--hi ,,' ~, ! ~ I I'i". ~_...' ;:1 :'! !.I 1\ ',I . ..... ... . '. I.. ., \.. . .. _ _ ,~"'" .. . _ .... ... " .1:=;/(... .c.te(',1'.G( . . . "b~iJY1J~~o/~/ . I hr-f/J/ -"......../ p~ c.t;;.S : f/ uS 44 (.!so L-T 44~-;' 10 cT 4':': I ~ (() cT. A-:;-';)./'''--) -,' "1--"" ()~ (,r . .q;;G .; 90 L'T. ,,1/(" 7 - ~(!?u.i-. ,0 L -' . 47(';'10 LI. . L1.94 -ICJ 0 LI. 4?J -+. Z.O ct:' ~ ~. oS; l.J. :~:'~5! +(r,O c.T: ~4(;,-<](l L f: ~cP.o-j'$7<J CT . ~~':f;-{Cf() Ll. ~S~ J, gel t...~ &~ .;. Ceo c T. 4~,cJ,,_.~?J L:i. Ce (.:.4.{ ,d(J c...1. ~G1.y1-o " I..:r; , G7~L-!:(;.:Q cf Ce,'(CJ ~2:(L,' f,.,T", 4ifC..;toyr G 1 ( .J J....o ci. (/] :-:-f:'io t..:r 7(t,,-G(' L!.. ~,: CA.i (z)ek6 Gf/JaJe D~ , ,?-M'C~ FLUS, : ~\ (2.)c.AJs $.rv1., c~\ "'O"/~~cI' 96.= IQ::l.ao ~$"'.= ,So.<;!2 4DG, .an %.cro. ' L 2.0.0() $:0.00 n Z-{o((;",,0'q ~. i @ @ @ C<-cl:s. {=cU..'5 -iO<A-<.. 40c...00 2.Co(P.~ 1111,1 Uo.OO 44 to~.oo t.oro $"0.00 I , ..:..........:..'...........................'.............t.........'................... t:~/) caI'J~,r-..Iq . vY\",o6 ~ -1 s. - 1, AJoblc. /' /, , ) LA:80--lL (1!I<?cd 7) 3)c.,nJ:) e:, - -I l?M!'re-.J , ".2_~L,~}1if', 1.!S-1 ,/T-~ &/es :1 o des \0 10 J,',? ., l 0 in"I~(dol . of ;..' :d l-- -4 2.-0 . ...-- \0 10 2..1 3 10 64 41/z. 4(, \e> \0 $'1..- 11/2- \0 4G 10 \0 8'1.- s:- \ sceO. - 3,1'2..." 8<10. .' Gtl/; . .- $987, ./' 2.cXJ I , ,.. 10 '64 '7 10 ~ 9 1 ,. (0'/<. \0 '7 I /l,. C) C) C) 4 2.:77 ~. .- l~, I (,$.' ~'_~" ~2.. I Oc.,c:. "", 4-" \0 2 ~?.3.'" --- -w 13~/11 ,{$ ~ ,.. PROPOSAL - Continued PRICE PER MIOUNl' Il'EN APPROX. UNIT NO. OUANTIIY lTEN Dollars Dollars AT 5 2,150 Unsuitable Foundation Excavation 3 :50 7525 :co c.y. Including lIaul I Per Cu. Yd. i AT 2:75 I '7095 ~ 6 2,580 Gravel Borrow Including Haul c.y. Per Cu. Yd. AT 7 S 00 :CXJ 1200 ill 14.4 Hi. Shoulder Compaction Per'~ "",,<..E: AT 8 250 Asphalt Concrete Spillway ,~ :81 3-4S ;:: :50 l.f. Per L.F. 9 123 lIand-Placed Riprap AT 45 :(0 553S :00 c.y. Per Cu, Yd. .. AT 10 726 Plain Concrete Culvert Pipe \5"~ 101590 Co 1.f. l2-inch diameter -Per 1..1'. AT :00 11 70 Class II Reinforced Concrete SO 3S Qc3 ~cx: 1.f. Culvert Pipe - l8-inch diameter Per L.lt'. AT :00 12 78 Class II Reinforced Concrete S2, 405'0 :00 Culvert Pipe - 24-inch diameter 1.f. Per L.F. AT . : 13 55 Class II Reinforced Concrete 8ra :00 4130 ~cc 1.f. Culvert Pipe - 3D-inch diameter --::--=------- Per I.. l' . AT :00 : 14 4 Class II Reinforced Concrete \00 4CO i:b 1. f. Culvert PIpe, 36-1 nch diameter Per 1..1'. AT -+- 15 26 TR,l Steel Culvert Pipe, 0.109.-inch '73 :00 2~16 to 1.(, thick, 1.8-ineh dinmeter Per 1..1'. : .- : AT 16 : IJEI.ETEIl - Pur J.. F. - -- AT ------:- -----i-- 17 28 'fR.] Steel Culvert: PIpe, 0.168-lnch '2 \ S '(:tJ (0020 CO 1. r. thlck, 8l,-inch dinmc tc r '-rcrr:1;:---' L_ .------,--------...- -1'2- PROPOSAL - Continued PRICE PER ANOUN']' ITEN APPROX. UNIT NO. OUAN'rITY lTEf! I Dollars Dollar..!'~ AT 18 124 Structure Excavation, Class A 10 :OJ 12.40 ~ c,y. (for bridge) Per Cu. Yd, AT \2 ;00 ~". 19 150 Gravel Backfill for l{all (for 1600 i:0 c.y. bridge) Per Cu. Yd, AT :40 20 120 Furnishing 10" x 10" Precast- 2~ 3S28 '(XJ lof. Prestressed Concrete Pile Per L.F. AT g 18 ;75:' 21 4 Driving Concrete Pile - 45 Ton 3l.p 7 S- po each Per Eaeh AT 22 L.s. l{iden Chimacum Creek Bridge : 2(,000 po Per L.S. AT 3 :9~ 23 14,380 Gravel Base, Class B S0,CWt !8c c.y. Per Cu. Yd. AT :So 24 7,820 Crushed Surfacing Top Course 7 55,to~0 to tons Per Ton - AT 25 9949 Asphalt Concrete Pavement, Class B, 30 :COl 304 538 :87 tons Including Paving Asphalt Per Ton . , AT 150:00 26 6 Asphalt Concrete Road Approach goo i::o each Per Each - AT : 27 DELETED : : Per L.F. AT : 28 DELETED . I'er L. ~'. - AT 29 4,430 Asphalt Concrete Curb 2 8'1 12,802 f7C l.f. Per I..F. AT S~ 30 135 Structure ~;xcnvatlon , Clllss B to7S ~ c.y. for PIpe Per Cu. Yd. '--- -P3- PROPOSAL - Continued PRiCE PER Ao'IOUNT ITEM APPROX. UNIT NO, QUANTITY ITEN DoIlnrs Dollars AT (2- .,...~ 31 112 Gravel Backfill for Pipe Bedding :(.A) \~ p:J e.y, Per Cu. Yd. AT :00 32 105 Gravel BnckfiIl for Rock Retaining \2- \2.CoO p:l c,y. llaII Per Cu. Yd, AT CO :Cb 33 100 Water COCO :co M" gal. M. Gal. AT 34 DELETED : Per Cu. Yd. AT :OS 35 16,800 Removing and Resetting Wire Fence \ 11(040 ~ l.f. Per L.P. AT 36 DELETED Per L.P. 8 Installing Single AT : 37 Furnishing nnd \ (8 :00 each 14-Foot Gate \02.4 :ex: Per Each AT ~:oo 38 390 Rock Retaining Wall \ ~CoSO po tons , Per Ton AT : 39 L,5. Trimming and Cleanup $<000 P::D Per L.S. AT : 40 2 Adjusting Existing Inlet Frames 200 :00 400 :02l each nnd (irn tes Per Each AT 41 DELETED : Per Each : AT 6 :co 42 1163 RClnovr. nnd Relay Concrete Culvert 9~04 ;00 18" or smaller ---- '--',,-.- --- ------- AT -+- PHO.IECT TOTAl. -_._~ j j788 ,Ll80 t'9 ----..------ '---77-- -Pl.- OV- M' ... r:f';'~", f!tfferson County Engineer's Dep~.ent E/YG//IIEE/? 'S cS T//J1ATc , Date .._,6,:~::-~Q.._.. C.R.P. __421______ Job Title ._ Dabob/Co~.!7, ,t9_Cl'i.!"~!:u~ ,S)1o.,!~~!,.r Ii~J~'!.~n1l. '._''''_______..____ L.S. ---, ---.-'-'-----..,----==f- -. Unit I tern , _~LtC;:J~ Mobilization _____________' 25,000.00 ---_.- 2 -i<-- L.S. Clearing and Grubbing 70,000.00 4 68,960 Roadway Excavation Including Haul "'-tI50 __ __ . 5 c.y. ' Unsuitable Founda:.~~n-'Exca~~tion Inc2,:,ding Haul ,---. "2580 --- 6 d:i:___. ,~:~~_ llor:.~~nclu~ng ~':..u:...._ 14,4 Mi. Shoulder Compaction 3.50 4.50 5.00 ~grO~i. 8 250 l.f. Asphalt Concrete Spillway 9.00 "_._---------_.-----------~-- - 9 125 c.y. Hand-Placed Riprap 55.00 6,765.00 -~~890.~~. 19.00 1,330.00 10 726 1.f. Plain Concrete Culvert Pipe-12" diameter 11 70 L f. Class II Reinforced Concrete Culvert Pipe-18" diameter 12 78 L f,' Class _ II Reinforced Concrete Culvert ..!'Jpe-2~.::...?i"m~__ _-2.'!.,.Q.Q. ---,--.------ J - 13 55 1 f .:!-~::..~n~c~_ Concrete_~~~_=_':.t PiP.e-:tO" diameter '-~4-R l;~ _Clas~..:.:.~~~!orc':d Concr=.:.e Culvert Pipe-36" diRmeter 15 26 Lf. TR.:.--:tee~~.:..Pipe;~.:.!:~9" th~k, 48". di~__ ._~;- 2-;~.~~ TR.l Steel Culvert Pipe, 0 .168" thick, 84" diameter ~~~l,l~~.~::..: ~;;..~~; EX;;~;O_~~~~-:.;..^ (for b~~;-=- 19 I 150 c.y. Gravel Backfill for Wall (for bridge) "_____',__ _,___ -____00..__.--------,---------- 20 I 120 1. f. Furntshing lO'~~_~.'~4_~.E(>~~.s.!.:_~.~c~.t!.~~2,S~~~!..!~_ ,"--. '-'0- ,- ....------" - - - Sub Total 'l'OOOOl<~ .__.__ 40l,~'0..:..QQ.. 1 45.00 180.00 -- 29.00 754.00 160,00 4,480;00 10.00 1,240.00 13,00 1,950.00 ---.11.:..lllL 1. 440. oq, *numbers miasir.g are deleted items .. Engineer's Date ._!:!2/80__'_n ,__ C.R.P. .._~6l_____ Item .JiQ, 21 .--..-------.--- Job Title ._ Dabob/CoYl!'..~~.9E:tE!~SU!l!. ,~hq,,!l,g!'E._!i.:tg,'SIJ.!!'&.,__..___._,__o_ Quantity Item 4 each Driving Concrete Pile _ 45 Ton 22 24 L.S. 14, 380 .....s."y,. 7,820 tons .~~~~rfacing :~~X9_urs.: -9'949 ton~__ !,~Phal~~::,:,::,,:~vement, Class Widen Chimacum Creek Bridge '-r-o , $ravel Base, Class B. 23 25 Unit Price 300;00 20,000.00 3.30 6,30 6 each Asphalt Concrete Road Approach B, Including Paving Asph +t 25.00 300.00 29 4,430 l.f. 135 c.y 112 c. y Gravel Backfill for Pipe Bedding Asphalt Concrete Curb 30 Structure Excavation, Class B, for Pipe 31 3;1 105 c.y Gravel Backfill for Rock Retaining Wall 33 100 Water M. Gal. .--*--- 16;-800 -.------ 35 1'. f. Removing and Resetting Wire Fence' --+- 37 8 each Furnishing and Installing Single 1,4 Foot Gate 38 390 ton.. Rock Retaining Wall 39 L.S. Trimming and Cleanup =__~~_ 2-~~~_ ~~l~~~~-=::sting Inlet Frames and Grates :-J-:~-:= ~'~~=':" ~d=' :"'~~':.. ,"" o. ~~ -:~ub To tal '1:o>cQ;1x~ *numbers missing are delated it~ms Total Estimate 1.50 6,00 11.00 11,00 20.00 I' , 1.50 " \220.00 35.00 7,000.00 , 100,00 7.50 Amount ,- . e. . ~ ,: I ,ENV:1.RCNME~TALcHECKLlST FORM I. BACKGROUND 1. 2. Name of proponent: ,#,44-".$'''''' a",,~'7 Address and phone number of proponent: .6>"",,... "T' ,za..<5~'; Ao1,."k$' a.u,"'hd_se.. Ar7' ~hS.h,~t .w~. 9.P~.:;::'<5' 3. Date checklist submitted: .:r--d"-?Cl 4. Agency requiring checklist: $<"~~'..?~"" ,,:,4 ?;?;,.S'r''',..-r..,;,'-/.;.... 5. Name of'proposal; if applicable: d",~;';y tPdAb./6',5.4_/ur 6. Nature and brief description of the proposal (including but not limited to its size. general desi~n elements. and other factors that will give an accurate understanding-of its scope and nature): '.' . p../,r<>ve, a___>,y ,.Pc,~d' 4-h. /0, rA.:f' d'i_>'-:S 9'9.:;::'#97, -?;"'..."c. """,,/ &.:;' 4'",~. 9.7/0'<:1 ~ 9?/,:rc>, dy ....1'if"''''",? ~~..,/ 05'-'"""'''''....''''f ~,{" ..:rAd~l'~r:r 4"...:, q'*"~,.:/yI,,'!?h~~ c:1~:?'..<!? ......"/,,.:r. 7; Location o~proposal (describe the physical setting of the proposal, as well as the extent of the land area affected by any environmental impacts. including any other information needed to give an accurate understanding of the environmental setting of the proposal): ".a........./.,4.,..~;':..f 8"'''3 ..........; ~.4t7~,.~ #,..eW..-,sd'h a~_.,...,..... 8. Estimated date for completion of the proposal: ~;,~? /9~d 9. List all permits. licenses or government approvals required for the proposal (federal, state and local, ,includi,ng rezones): ph,..~/ r.:rr"r-" &Y,...o,llr...rI~"",,:,,"""'" C/.,A' '>;=-~1"~"~"~""'" 10. Do you have any plans for future additions, expansion. or further activ- ity related to or connected with this proposal? M If yes, explain: ----- 'L: 11. Do you kno~1 of an,{:'plans by others which ma,yaffect the property covered ,by your proposal? ';1/0'; If yes, eXPla,!n:"'",-- 12. Attach any other application form that has been completed regarding the proposal; if none has been completed, but is expected to be filed at some future date, describe the nature of such app1.ication form: ~nt!!- II. ENVIRmlflENTAL H1PACTS (Explanations of all "yes" and "maybe" answers are required) Yes Maybe No 1. Ea r th.. lIill the' proposnl result in: . (a) . Unstable' earth CODditions or In chalges in ecologic substructures? ..k::::... (b) Disruptions. displacements. compactIon or overcoverfng of the soil? ..J.C: (c) Chnn'1e I n topography or qround surf.lce relief features? .J::::::. (d) The destruction. covering or modification of any unique geologic or physical features? ~ '- 10 ~ I ~ ..... ~ ~ h a ! ~ I 0 e 1> l ~ :i Ii o _ 'l! ~ ~ II '" ~ w " ~ ~ !1 o 0 . ~ Hb 0 ~ .1 i ~ 8 ~ ~ ~ i > ~ I ~ ~ ~E~ ~ ODD xih ~ 0 ~ 2 000 , ~ g ~ lis w i ~ ~\ ~ Li i 000 > ~~m ~ :! ~ goo1J ~ I , . I h ~ " 00 ~ ~ I,! :i '" '" J - - no, ~ ~ ~ III e ; It It ~ C 01 B ~ ~ .. ~ rill - ~ f JI r I , ~ ~ I i _ LM LM I '. ~.._ ..... ... r( i ~ .a ~ .~ i'lfl 0 i~ ~! dll. ! :E :8 ~:a aODOO ~ .t; ......-' ....,) . . . INDEPENDENT ESTIMATE FOR CONSULTING SERVICES Direct Salary Cost (Composite): Breakdown of Work Man-Hours Gathering Background Data Gathering Field Data Preparation of Plans Preparation of Spec. Provisions Engineering Estimate Secretarial Plan Review 10 1383 209 17 28 34 28 Totals Overhead Co~t (Incl. payroll additives) Net Fee Direct Non-Salary Cost: a, Travel & per diem b, Reproduction expenses c. Computer expense d. Communication e, Sampling & testing f. Outside consultants g. Other (specify) Total $ 2,800.00 $ 250.00 $ 200.00 $ 100.00 $ $ $ $ 3,350.00 . Average Rate of Pay $ 30./hr. 18./hr. 16.50/hr. 33./hr. 25./hr. 10./hr. 33./hr, 40 Estimated Cost 300.00 24,894.00 3,445.00 574.00 698.00 340.00 918,00 $ 31,169.00 % $ 12,467.00 $ 43,636.00 Sub- Total $ 46,986.00 Fuel, Travel, etc. 10% Con ti ngenci es $ 4,698.00 GRAND TOTAl $ 51,684.00 Agency: Jefferson County File No. Project No. C.R.P. (//,61 Estimate Prepared By: Project Title: Shoulder Widening, Co. Rd. #18, Chimacum - Dabob Junction (Signature) * Use only on cost plus net fee type of payment Ilwy. Form 140-012 Revised 2/75 6-1-1 of 1 Date: I I I I I I I I I I ] I I I I I I I I The first sentence of the sixth paragraph of Section 1-07.23(5) of the Standard Specifications is revised to read: Reimbursement for labor for traffic control costs incurred in (a), (b), and (c) above shall be made to the Contractor by the State at the fixed rate of $14.00 per hour. The seventh paragraph of Section 1-07.23(5) of the Standard Specifications is deleted. SECTION 1-08, PROSECUTION AND PROGRESS (July 3, 1978) Subcontracting The last sentence of the third paragraph of Section 1-08.1 of the Standard Specifications is revised to read: The 25 percent limitation on work that may be performed by an agent shall not apply to driving piles, furnishing and driving test piles or installation of steel reinforcing bars. Time of Completion The second sentence of the first paragraph of Section 1-08.5 of the Standard Specifications is revised to read: The contract time shall start with the first working day follow- ing the 25th day after award of the contract, or the ~irst working day following execution of the contract by the Secretary, which- ever occurs last, or such other day which may be specified in the Special Provisions. Liquidated Damages The schedule in the second paragraph of Section 1-08.9 of the Standard Speci- fications is revised to read: OriRinal Contract Amount Liquidated DamaRes From More To and Per ~- IncludinR WorkinR Day 0 $ 25,000 63 25,000 50,000 105 50,000 100,000 154 100,000 500,000 210 500,000 1,000,000 315 1,000,000 2,000,000 420 2,000,000 5,000,000 630 5,000,000 10,000,000 840 10,000,000 nnd more 980 -10- I I I I I I I I I I I I I I I I I I I SECTION 9-03, AGGREGATES (January 5, 1979) Grading The table in the second paragraph of Section 9-03.l(2)B of the Standard Speci- fications is revised to read: Percent Passing Sieve Number ~ ~ 4 100 95 6 98 82 8 86 68 16 65 47 30 42 27 50 20 9 100 7 0 200 2.5 0 Use of Substandard Gradings The table in the second paragraph of Section 9-03.l(2)C of the Standard Speci- fications is revised to read: Passing No. 8 Passing No. 16 Passing No. 30 Passing No. 50 Passing No. 200 95 percent 80 percent 60 percent 20 percent 2.5 percent Grading and Quality The table in Section 9-03.4(2) of the Standard Specifications is supplemented to include 100 percent passing the l/2-inch square sieve under the column entitled "3/8 inch - 1110." Test Requirements The minimum percent fracture for Asphalt Concrete Class D in the first table of Section 9-03.8(2) of the Standard Specification8 is deleted. Section 9-03.8(2) of the Standard Specifications is supplemented to include the following new paragraph following the first paragraph in the first table: For Asphalt Concrete Class D, the fracture requirements on the U.S. No. 8 sieve and above are a minimum 75 percent with at least two mechanically-fractured faces and 90 percent with at least one mechanically-fractured face. Gradation - Future Use Section 9-03(8)A of the Standard Specifications is revised to read "Section 9-03.8(3)A." -26- I I I I I I I I I I I I I I I I I I I The coarse aggregate and fine aggregate tables for Asphalt Concrete Class D in Section 9-03.8(3)A of the Standard Specifications are revised to read: COARSE AGGREGATE f!~~~_2!_~~2~~!!_f2~~E~!~____________________________________~______ ~!E~_~~~!~~~!!2~_________________________________________~L~~:!L~~__ % Passing 5/8" Sq uare Opening % Passing 1/2" Square Opening % Passing 3/8" Square Opening % Passing 1/4" Square Opening % Passing U.S. No. 10 Sieve 100 72-100 28-72 0-28 0-2 FINE AGGREGATE fl~s~ 2f_A~p~a!t_C2nEr~t~ B D ~iEe_D~s!g~a!i2n_ _ _ _ _lL4~-Q _ _3L8~-Q % Passing 3/8" Square Opening % Passing 1/4" Sq uare Opening % Passing U.S. No. 4 Sieve % Passing U.S. No. 8 Sieve % Passing U.S. No. 10 Sieve % Passing U.S. No. 40 Sieve % Passing U.S. No. 80 Sieve % Passing U.S. No. 200 Sieve 100 100 85-100 30-50 , 5-15 50-70 18-36 10-22 5-9 2-5 Sections 9-03.8(3)8 and 9-03.8(3)C of the Standard Specifications are deleted and replaced with the following: 9-03.8(3)8 Gradation - Immediate Use Aggregate being produced for use on thc same contract shall be furnished and stockpiled in the sizes specified in Section 9-03.8(3)A for the vnrious classes of concrete involved, except as noted below: If the Contractor elects to build a single stockpile meeting the following gradation, he may operate without cold feed control of screens. The gradation of the sggregate as it is being placed in stockpile shall meet the specification limits listed below so that it can be used without further processing or adjustment except for the addition of asphalt cement and min..ral filler if required. Acceptance of the aggregate shall be based on gradation tests at the time of stockpiling. -27- .. I I I I I I I I I I I I I I I I I I PERCENTAGE BY WEIGHT PASSING SIEVES ~~~Y~-~~t~---------------------__f~~~~_Q~_~~~~~!_f9~f~~!~____________ B D E G ---------------------------------------------------------------------- F 1-1/4" 100 1" 90-100 3/4" 100 5/8" 70-80 1/2" 90-100 62-76 82-100 100 3/8" 75-88 100 97-100 1/4" 58-72 44-58 50-72 65-84 No.4 30-50 No.8 5-14 No. 10 32-44 25-35 30-45 37-50 No. 40 11-19 10-19 15-22 No. 80 6-12 6-13 7-13 No. 200 3-6 2-4 2-8 2-7 2-6 Sand/Sil t 6-10 6-10 Ratio The Contractor may furnish aggregates in a single stockpile or in multi- ple stockpiles differing in gradation from the sizes specified in Section 9-03.8(3)A of the Standard Specifications provided that the completed mixture complies in all respects with the pertinent require- ments of Section 9-03.8(6) of the Standard Specifications. To assure this compliance, the Contractor shall submit samples of all aggregate sizes of the final mix, in their proposed proportions, inClUding blending sand, for approval of the Engineer prior to proceeding with the stock- piling. All aggregates necessary to produce an acceptable final mix. including blending sand, shall be stockpiled concurrently. Acceptance of the aggregate shall be based on samples taken from the final mix. The Contractor shall conduct his plant operations so that the final mix shall conform to the grading (including sand/silt ratios for Class B and Class G) and asphalt requirements as listed under Section 9-03.8(6) of the Standard Specifications for the class of mix specified. The ini- tial asphalt content requirement shall be determined by the Engineer for tests on samples of the aggregate as stockpiled. Blending Sand The first paragraph of Section 9-03.8(4) of the Standard Specifications is revised to read: In the production of mineral aggregate for asphalt concrete, there is often a deficiency of material passing the U. S. No. 40 sieve. When this occurs, blending sand in an amount specified by the Engineer may be used to make up this deficiency prOVided, however, that a satisfactory final mix shall be produced, inclUding pertinent fracture r.,qui rements. The blending sand shall be stockpiled prior to the production of the asphalt concrete or payment for aggregates aB materials on hnnd. -28- " ........ .:,.:','. ......,. . ., ',,' ,. . . . ,,' ....' :'.' ',:, .c", ",: ........:: ... ...'. .' '., . .,:',~ . ):. C"",:: ..... . ./,.... .,,:'. . ': ;"" " '. , . . . .::.::.(" ,:...,,:.:....'..'...... .....;".'..: ..... .: .. . .'. '.,,,' :. ':C'.: .... ,',' . , ',: .:,.......:, ,.... . . I,," ,,' " ,', "'" " "." "" ,," , H" ';:\ """" ,," '''" ',,: ,,::.: ,," ,,< " ' ,," " " .. i"",,,' ",'" ' "':" , ',' '.,. ...... ,..' ".,,:.':' ,':' ::,.,.' c.; '.,: ....; .'. 'c', :,:.:":",,.., "..,' ,,,,, . ," <.,.... ;..,'..... :':'''':;''. ..,>'.... ! ' " "c" " " "",,,,,' ," , " " ..... '..' :".' .........'.. .... c.. .... ,.' ".':;; . '.> :.' ......:i:. ...,.....>'. .......... c," ' " :-' ,," ",:: ... C"'" . ...:;............', ::.<.; ....,..,. Cn .;; '....,.. ,< '" : '.' ': :.:..::i ',',: ..'.' "'.. .....:.. ',', ..,: ....:.. ,; '" ..... ..' ";"'" .... .. ".. :.. . "" :. .,':; ......, " . ..' . '..;' ." .' ..,/:;r}:;::. . . ",' ":'..;",'i,: .,(. :' ,'..:' ",', . I;.' ': .:,:. :.:'.': ..' ... :. . ... ....C.. ...<..'! "... .... . . ','.': ";,..~ , "~eO ,;," .:' ": " .. ','.. :.' .';," .,,:,:,,:' ,: ...,' '." ,"::' '. ...:. ': , ~... ';:. ..,' . . 'c:' , . "; '. ".:." ,'..... .,:..' . . ..... : ",,'! ,', "" ':",' ,",,' " :, " ,-- ", --" ': ":,, -: " ;--. " ' " " :.' " ',' ',,' , '",' " ' ' , ' ',' , " ", ' , ' , ' :; '" "",r"",'," ",' ," " "':" " , ,,,' , ' " ,"', ' ," , ,,' , "!, ' .' " ',:" .oj ,,' :'"" " !,'" ' ' ' ,:'" " ."" " '>, ::" ," :-\', , . '"i' ,", ",,' :' ::''''',,!'':' ," ' : ' ",: ,,:: . . ..... <".,....:.:... ;," ;.,/":"c .: , ",::,: <:........ '. .... ......:.. :'.'" .. " ":.' ,;';, . " . ': .1':' " ,i :. . . .'. .. ..... ':C',' ...,". '.::.: .... . ,,' . ':,' .'. ':: : .'." .,' ,.... :.... ::..;:..... ",..," , . .... :.' ., , ' ,,," '--.' , "" ' '",,-" '" "" " .... , .': ..'; :;,.. ' ...'., :" ..', ',',"'.:'>:. ";,.. . , ".' ,...... . "': ,.... " .:' , '. . :. ....:.... . '" . ,.,.... :.'.: ',' .. .. I I I I I I I I I I I I I I I I I I I PROPOSAL - Continued PRICE PER AMOUNT ITEM APPROX. UNIT NO. ' QUANTITY ITEM Dollars Dollars AT 5 2,l50 Unsuitable Foundation Excavation c.y. Including Haul Per Cu. Yd. AT : 6 2,580 Gravel Borrow Including Haul c.y. Per Cu. Yd. AT : 7 200 Compactor Unit hours Per Hour AT 8 250 Asphalt Concrete Spillway : l.f. Per L.F. AT 9 112 Iland-Placed Riprap c.y. Per Cu. Y,d. AT 10 1,943 Plain Concrete Culvert Pipe 1.f. l2-inch diameter Per L.F. AT 11 180 Class II Reinforced Concrete 1.f. Culvert Pipe - l8-inch diameter yer L.Y. - AT 12 104 Class II Reinforced Concrete Culvert Pipe - 24-inch diameter : 1.f. Per L.F. AT ; Class II Reinforced Concrete 13 74 Culvert Pipe - 30-inch diameter 1. f. Per L.F. AT 14 4 Class II Reinforced Concrete : 1.f. Culvert Pipe, 36-Inch diameter Per I..F. AT 15 26 TR.I Steel Culvert Pipe, 0.109-inch : 1.f. thick, 48-inch diameter Per L.F. AT 16 26 TR.l Stcel Culvert Pipe, O. J.38-inch : 1.f. thick, 66-inch diamcter Per I.. F. AT : 17 28 TR.I Steel Culvert Pipc, 0.l68-inch 1.f. thIck, 81.-Inch diamcter Per 1.. F:-- -.---- -- -P2- I I I I I I I I I I I I I I I I I I I PROPOSAL - Continued PRICE PER AMOUNT ITEM APPROX, UNIT NO. OUANTITY ITEM Dollars Dollars AT 18 124 Structure Excavation, Class A c,y. (for bridge) Per Cu. Yd. AT : 19 150 Gravel Backfill for Wall (for c.y. bridge) Per Cu. Yd. AT : 20 120 Furnishing lOll x 1011 Precast- 1.f. Prestressed Concrete Pile Per L.F. AT 21 4 Driving Concrete Pile - 45 Ton each : Per Each AT 22 LoS. Widen Chimacum Creek Bridge Per L.S. AT 23 14,380 Gravel Base, Class B c.y. Per Cu. Yd. AT 24 7,820 Crushed Surfacing Top Course : tons Per Ton AT 25 9,100 Asphalt Concrete Pavement, Class B, tons Including Paving Asphalt : Per Ton AT : 26 6 Asphalt Concrete Rand Approach. each Per Each AT : 27 50 PVC Pipe, Class 200, I,-inch 1.f. diameter : Per L.F. AT 28 50 PVG Pipe, Class 200, 6" D1.nmatcr : 1.f. er ~... AT 29 4,1,30 Asphalt Concrete Curb 1.f. Per L.F. AT 30 300 Structure Excavation, Class B c,y. for Pi pc Per Cu. Yd. ,- --- -P3- I I I I I I I I I I I i I I I I I I I PROPOSAL - Continued PRICE PER AMOUNT ITEM APPROX. UNIT NO. OUANTITY ITEM Dollars Dollars AT : 31 255 Gravel Backfill for Pipe Bedding : : c.y. Per Cu. Yd. : AT : 32 40 Gravel Backfill for Rock Retaining c.y. Wall Per Cu. Yd. AT : 33 100 Water M. gal. M. Gal. AT 34 10 Concrete, Class C : c.y. Per Cu. Yd. : AT 35 10,080 Removing and Resetting Wire Fence l.f. Per L.F. AT 36 10,000 Removing Fence and Replacing with l.f. Wire Fence, Type 2 Per L.F. 37 8 Furnishing and Installing Single AT each l4-Foot Gate Per Each AT 38 240 Rock Retaining Wall tons Per Ton AT : 39 L.S. Trimming and Cleanup : Per L.S. AT 40 2 ^djusting Existing Inlet Frames each and Grates Each Per AT : 41 5 ^djllsting Existing Water Meter each Boxes : " '''''~'''''' Per Each AT : - AT PROJECT TOT^L -P4- .' I ( I I I ThaI: I (a) I (b) I I I I I I I I I I I I I MINORITY BUSINESS ENTERPRISE CERTIFICATION Signature of Bidder(s) (Certifies) it (does) (does not) intend to sublet a portion of the contract work and (has) (has not) taken affirmative action to. seek out and consider minority business enterprises 8S potential. subcontractors. the contacts made with potential minority business enterprise subcontroctors and the results thereof are. listed below: (If necessary, use addilionalsheet.) 1, (Name of Firm, Bid Item, Results of. Contracts) 2, 3, 4, 5, Mr./Ms. has been dosign'sled os the liaison officer for tho administration of the minority business enterprise program for this firm. . PROPOSAL - Continued' . PRICE PER ANOUNT lTEN APPROX. ~~T NO. OUAN1TfY ITEN Dollars Dollars AT 31 112 Gravel Backfill for Pipe Bedding c.y. Per Cu. Yd. , AT : 32 105 Gravel Backfill for Rock Retaining c.y. Wall Per Cu. Yd. AT : 33 100 Water M. gal. N. Gal. AT ,. 34 DELETED : Per Cu. Yd. AT 35 l6,800 Removing and Resetting lUre Fence 1.f. Per !.oF. AT 36 DELETED Per L.F. AT . ' : 37 8 Furnishing and Inotalling Single each l4-1'00t Gate Per Each AT 38 390 Rock Retaining Wall tons Per Ton AT : 39 L.S. Trimming and Cleanup Per L.S. AT : : 1,0 2 Adjusting Existing Inlet Frames each and Grates : Per Each AT 41 DELETED : Per Each l-- - AT : 1,2 1163 Remove and Relay Concrete Culvert 18u or sma ller AT PROJECT TOTAl. --- ,.---'-- -P4- . " . PROPOSAL - Continued PRICr: PER AMOUNT ITEH Al'PROX. UNIT NO. QUANTITY lTEH Dollars Dollars AT 18 12~ Structure Excavation, Class II c.y. (for bridge) " Per Cu. Yd. . AT : 19 ISO Gravel ,Backfill for Ivall (for c.y. bridge) Per Cu. Yd. AT 20 120 Furnishing 10"- x - 10" Precas t- 1.f. Prestressed Concrete Pile Per L.F. AT 21 ~ Dr! ving Concrete Pile - ~5 Ton each : Per Each AT 22 L.S. Widen Chimacum Creek Bridge Per L.S. AT 23 14,380 Gravel Base, Class B c.y. Per Cu. Yd. AT 24 7,820 Crushed Surfacing Top Course -.--=-- tons Per Ton : AT 25 9949 Asphalt Concrete Pavement, Class B, tons Including Paving Asphalt Per Ton liT 26 6 Asphalt Concrete Road Approach, each Per Each I- AT 27 DEI.ETED : Per L.F. : AT 28 DELETED l'er L.t'. AT 29 4,430 Asphalt Concrete Curb : 1.f. Per I..F. AT 30 135 Structure Excnvntion, Clas9 Jl c.y. for Pipe Per CII. Yd. -1'3- . PROPOSAL - Continued . PRICE PER AMOUNT ITEM APPROX. UNIT NO. QUANTITY ITEM Dollars Dollars AT : 5 2,150 Unsuitable Foundation Ex~avation : c.y. Including Haul Per Cu. Yd. AT : 6 2,580 Gravel Borrow Including Haul c.y. Per Cu. Yd. ,. AT 7 . 14.4 Mi. . Shoulder Compaction Per Hour AT : 8 250 Asphalt Concrete Spillway : 1.f. Per, L.F. AT 9 123 Hand-Placed Riprap c.y. Per Cu. Yd. AT 10 726 Plain Concrete Culvert Pipe l.f. l2-inch diameter Per L.~'. AT : 11 70 Class II Reinforced Concrete 1.f. Culvert Pipe - l8-inch diameter Per L.~'. AT 12 78 Class II Reinforced Concrete : Culvert Pipe - 21,-inch diameter : 1.f. Per L.F. AT : Class II Reinforced Concrete 13 55 Culvert Pipe - 30-inch diameter 1.f. Per L.F. AT 14 4 Class II Reinforced Concrete 1.f. Culvert Pipe, 36-inch diameter Per L.F. : AT 15 26 TR.l Steel Culvert Pipe, o .109-inch : l.f. thick, 48-f.nch diameter Per L.F. AT 16 DELETED Per L.F. AT 17 28 TR.I Steel Culvert Pipe, 0.168-inch : l.f. thick, 84-inch diameter I'er L.F. -P2- .. . '!:!Q.EQ~~l;. To: Board of County Commissioners Jefferson County Port Townsend, Washington 98368 We, the, undersigned, hereby certify that we have examined the location of Jefferson County Road No. 18, Dabob/Coyle-Chimacum Road, M.P. 7,70 to M.P. 14.90, County Road Pro;ect No. 461, FAS No. Q 161, and have read and thoroughly understand the plans, specifications and contract governing the work embraced in this improvement and the method by which payment will be made for. said work and hereby propose to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available in accordance with the said plans, specifications and contract. The undersigned certifies that he has been regularly engaged in contract work of the~class required for the attached specifications for ____years. The undersigned proposed and agrees, if this proposal is accepted, to pro- vide all necessary machinery, tools and equipment and all other means of construction to do all the work and in the manner therein prescribed and according to the requirements of the Engineer as therein set forth at and for the total sum set forth below, which sum shall be adjusted in final settlement according to the amount of actual quantities in construction are increased or decreased from the amounts given in the list of quantities at and for, the following unit prices: (Note: Unit prices for all items, all extensions and total amounts of bids shall be shown.) APPROX. UANTlTY ITEM I L.S. Mobilization I..S. Clearing and Grubbing DEI.ETED 68,960 Roadway Excavation Includinl\ lIalll c.y. PRICE. PER UNIT Dollars AMOUNT ~, Dollars AT Per 1..5. AT Per I..S. AT Per I..F. P~r Cu. Yd. h~IY-R32:l20-IIA . . FREVAILI~G MINIMUM HCUALYhAGE RATES I'ARCH 05. 1980 CCCUPATIO~: FOWER EOUIPMF~T OPERhTORS LOCATION: CLALLA~. GRAYS hAR80R. ISLAND. ~EFFERSCN. KING. KITSAP. LEhIS. ~ASON. PIERCE. SAN ~UAN. SKAGIT. SNOPO~ISH, T~lRSTONA~D WhATCC~ .COLNTIES AND THOSE PORTIONSCF CPELAN, DCUGLAS. KITTITAS, ~KANOGAN AND YAKIMA COUNTIES WEST OF ThE 120TH MERIDIAN AND FACIFIC COUNTY - NORTH OF THE ~ArKIAKU~ COUNTY NCRTHERN eOuNDARY EXTENDED DUE WEST TO TPE'PACIFIC OCEAN. WAGE RATES OCCUPATIOr. COCF. OCCUPATION DESCRIPTION GROUP 23 570-C7~0 LOADERS: OVERHEAD AND FRONT END, 2.5 YARCS AND UP TO 4 YARDS 570-C740 ","EChANIC LEADMAN , , 570-0750 ~IXERS: ~OeILE TYPE WITH HOIST CCMBINATICN 570-07&0 MOTCR PATROL GRADERS. OVER~ODEL 14 AND SIMILAR . 570-0770 ","UCKING MACHINES. MOLE. TUNNEL DRILL AND ~R SPIELD 570-0~20 PAY DOZERS AND LINKED PUShER, QUAe C; AND SIMILAR 570-C7eo PILEDRIVER ENGINEERS. L.B. fOSTER PLLLER CR SI~ILAR. PAVING AREAKER 570-0790 SPOVELS: CRAWLER AND TRUCK TYPE, ALL ATTACH~ENTS, ~ YDS. AND UNDER 570-0800 SUB GRADER, GURRIES. CHI AND CHI ROTO~ILL AND SIMILAR TYFES 570-0~20 TCURNAPLLLS. CATERPILLER. EUCLID -SCRAPERS AND SIMILAR TYPE EOUIPMENT ,- OVER 25 YARDS THRCUGH 40 YARDS 570-0AI0 TRACTORS, fAR~ALL TyPE, USEO AS BACKHOES. RUBeER TIRED lFORD, FERGUSC~, CASE AND SIMILAR TYPES) OVER 60 ,p.p GROUP 2'. 510-0~30 lOADERS: OVERHEAO AND FRC~T END. 4 YARDS UP TO 8 YAROS ~ARCH 1980 WAGERATES ...#'.,.. . ,:":f':' STATE RATE 14.0& SAt. 14. OF. ' Sat!, 14.06 SAt,':; 14.0& SAi 14~OC 14.06 SA; 14.0~ 51;, 14.0~ Sf, , 14.06 Sf.- 14.06 Si-, 14.06 ',Sf.: 14.2e P\~Y-R323?0- 0 0 . '. PREVAILIhG ~INIMUM HCU~LY WAGE RATES V,JlRO. 05. 1<;80 CCCUPATION: PriWfR EOUIPMfhT OPERATORS LOCATION: ClALLAM. GRAYS hARBOR. ISLAND. ~EFFERSCN. KING. KITSAP. LE~IS. ~ASON.PIERCE. SAN ~UAN. SKAGIT. ShOPO~ISH. TpLRSTOh AND W~ATCO~ CO~NTIES AND T~OSE PORTIONS OF C~ELAN. DCUGLAS. KITTITAS. CKANOGAN AND YAKIMA COUNTIES WEST OF.T~E 120Th f'oERIDIAN ANC 'PACIFIC COUNTY - NORTH OF THE WA~KIAKU~COUNTY NCRTHERN eOLNDARy EXTENDED DUE WEST TO TbE PACIFIC OCEAN. WAGE RATES OCCUPA TION COCE GROUP 17 570-0470 LCACERS: ' ELEVATING GAADERTYPE - OLMOR AhD SIMILAR TyPES 570-0480 LOCOMOTIVES: . ROD OR GEARED EhGINES 570-04<;0 MIXERS: PAVING 570-C~OO SCRAPERS: CARRYALL TYPE, DOUBLE 'ciCCuPATIC,," DESCRIPTI,ON .S"fI.TE ' FEOEP.,. R'ATE RilT\.: 13.81 SM.' 13.81 5/1/1 13.81 SA!" 13.81 SAt-' ,: 13.84 SIll' 13.81, Sb GROUP If! 570-0510 PUMPS: TRUCK ~DUNTEO CONCRETE PUMP W/SOOM ,ATTACHMENT 570-0520 TRACTORS, FARM ALL TYPE. ~SED AS OACK~CES, RUeBER TIRED (FORD, FERGUSOh. CASE AND 'SIMILAR TyPES) 60 HP AND 'V,,"DER GROUP 19 570-0530 BULLDOZER, 09 OR SIMILAR 13.88 St.. GROUP '20 570-0540 TREhCHING MACHINES INCLUDI~G UNDE~W~TER - REMeTE CONTROLLED UNITS: l~ INCHES AND a~ER 13.95, S~;.;' GROUP '21 570-0550 BUMP CUTTF.P. (CONCUT, CRISTIANSCN ,eR SIMILAR TYPES) 13.9f ~^RCH 1geo WAGEnATES .. ," : ~~: ~:' . I: rWY-R3Z320-1I11 PREVAILe HINIHU"", HCUf<LY \oIAGE RIIW CCCUPIITIO~: FO\olER EOUIF~E~T CPERATORS M/IIKH OS. 1 <;80 LOCIITION: Cl.ALLIlf.I. GflllYS !--ARBOR. ISLANC. JEFFERSCN. KING. K!TSAP. LEI.IS. ~ASON. PIERCE. SAN JUAN. SKAGIT. s~OHOP1SH. THLRSTO~ IINO WrATCOM COLNTIESANO THOSE PORTIONS OF CrELliN. DCUGLAS. KITTITAS. 'CKANOGAN ANn YAKIMA CO~NTIES WEST OF TrE 120TH f.lERIDIAN ANO FACIFIC COUNTY - NORTH OF THEWArKIAKUP COUNTY NCRTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN. WAGE RATES OCCUFJlTIO/,; COCE GROUP 13 570-0340 POWER PLANT OFERATORS 570-0350 PUMFS: CO~CRETE AND PUf.lPCRETE 570-03~0 PUMPS: FULLER KEhYON 570-0370 RCLLERS. TJllo'PERS AND VIBRATORS: eN PLANT. ROAD ~IX OR MULTILIFT MATERIALS 570-0380 SCREED f.lAN 570-03<;0 SPREADE~S. 8LAW K~OX. CEDAR - RAPIDS. JAEGE~. FLARRETY OR SIMILAR TYPES 570-0400 TRE"'CHING f.lACHINES INCLUDING UNDERWATER - REMeTE CONTROLLED UNITS: ~hDER 16 INCHES OCCUPATIOl\ DESCRIPTICN STATE FEDERAL RATE RATE 13.69 SAME 13.69 SAME 13.69 'SJ>lo'E 13.69 SAfJ.E 13.69 SAME 13.69 SAME 13.69 SAME GROUP 14 570-0410 MOTCR PATRCL SIMILAR 570-0420 TOURNAPULLS. SIMI,LAR TYPE GRADERS. INCLUDING PCDEL 14 liNe 13~ 7(. S/ll~E CATERPILLAR. EUCLID SCRAPERS A~D' 13.7~ EQUIPMENT - 2S YARDS A~D UNDER SAME GROUP, 15 570-0430 COMPRESSORS: STEEL ERECTIO~ OR TPNK ERECTICN 13.7e INCLUDING SAND BLASTING. PPINTING OF THE.SA~E '570-0440 HOISTS CN STEEL ERECTIOh. TCWER MCBILES AhD 13.7e AIR TUGGERS ' 570-0450 LOADERS: 'FCRK lIFTS \,JTH 1m/ER 13.7e , SAME", GROUP 1(, 570-04~0 MECrANICS OR WELDERS. HEAVY DUTY 13.7<;, SIll'E ~ARCH 1geo WAGFRATES -9- , ,1 .: .'" ,- : . I-WY-R32320-M' FREVA It.! MINIHUfoI HCUfiL Y \~AGE RAT. !JARCh 05, 1<;00 CCCUPATIO~: POWEH EOUrPHE~T OPERATORS LOCATION:CLALLAP. GRAYS ~ARBOR. ISLANC. JEFFERSCN. KING. KITSAP. LEhIS, ~ASO~. PIERCE. SAN JUA~. SKAGIT. S~OPOPISH. THLRSTON AND W~ATCOM CO~NTIESAND THOSE PORTIONS CF C~ELAN. DOUGLAS. KITTITAS. 'CKANOGAN AND YAKIMA COUNTIES WEST OF TrE 120TH ~ERIDIAN AND FACIFIC 'COUNTY - NORTH OF THE WA~KIAKUP CO~NTY NCRThERN eO~NDARY EXTENDEO DUE WEST TO THE PACIFIC OCeAN. WAGE RATES OCCUPATlOi'l COCE": GROUP ': 'OCCl;PATlOI\ DESCRIPT~eN .STATE FEDERAL RATE RATE 570-0080 OILER DRIVEl< ON TRUCK CRANES eVER 45 TONS UP 13.38 TO 100 TONS GROUP .f: 570-00S0 RLO~ER DISTRleUTOR AND !JULCb SEEDING OPERbTCR 13.43 570-0100 OIL DISTRI8UTORS '13.43 SAME, S.aHE SA!JE. GROUP 7 570-0110 LOCOMOTIVE: DONKEY-AIR. ELECTRIC. STEAM. ~AS OR CIESEL 13.44 , SAME GROUP e 570-0120 CEMENT HOGS 13.45 S.aME GROUP 'S 570-0130 ECUIPMEI\T sERVICE. .aND FUELING OILEI< ,570-0140 OILER DRIVER ON TRUCK CRAhE~ 100~OI\S AND OvER 13ft48 ,SAI-lE 13ft"S " S.aME GROUP 10 570-0150 PUMPS: WATER 57.0-0 H:O TRACTORS. FIIRtJALL TYPE. OVER 60 HF GROUP, 11 ,13ft50 13.50 SAME , S.aME ~AAC~ 1980 WAGERATES -7- ~.. :. -::: t: ., j, FREV!I/l.G NINIHUI-' ~ICUPL Y liAGE.TES CCCUP~TION: FOWFP',EOUIFMf/l.T OPERATORS MMIC/1 05. 1 <;[Hi LOCATION: CLALLAP. GRAYS rARBOR. ISLANC. JEFFERSC~. KING. KITSAP. LE~IS. ,1'/lSON. PIERCE. SJlN JUAl\. SKAGIT. SI\0110l'ISH. THLRSTON AND w!-ATCC~' COLNTIES AND THOSE PORTIONS OF C!-ELAN. DCUGLAS. KITTITAS. '~KANCGAN AND YAKIMA COUNTIES WEST OF TI-E 120Tb ~ERIDIAN AND' FACIFIC COUNTY - NORTH OF THE ~APKIAKU~ CO~NTY NCRTHERN EO~NnARY EXTENDED DUE WEST TO.TPE PA~IFIC OCEAN. FRINGE BENEFITS EDUCATION ANn/OR APFR. TRAINING HEA~TH AND WELFARE PENSIOJo; TRAIl\II\G FUNC .1) .8S 1.50 .11 WAGE RATES OCCUPATtON COCE OCCUPATIOI\ DESCRIPTICN GROUP 1 570-C010 HECPANIC'S HELPERS, ~EAVY DUTY GROUP '2 $/HR. $/HR. $/HR. $/HR. 570-0020 OILERS. GRADE - OILER CCM8II\ATION AI\D/OR ElRAKEMEI\ GROUP .:! 570-0040 FIREMAN. HOT PLANT AND DRIER 570-00:!0 FIREMEN GROUP I. ,570-0050 570-0060 COMPRESSORS: EXCAVATING ANn GENERAL PURPosES. ROLLERS, TA~PERS AND VISRATeRS: OTHER THAI\ PLAI\T. ROAD MIX OR MULTILIFT PATERIAL5 (WI-ERE TOWED. TO PAY RATE OF ECUIPPENT USEe TO PLLL) TRACTORS. FARPALL TYPE, 60 !-P AND UI\DER 570-0070 GROUP 5 ~ARCH 1geo WAGER~TES ( . . '.. .. .,..... , ." -.' :":w;. .:". . ..... FEDERAL FED S. 51 fED Eo 51 STATE ,STATE' FEDE' RATE RA 13.10 51, 13.20 SA: 13.31 51', 13.31 '51 ' 13~3t': 13.36 5' .. '.. 13.3F. 5 ',IY-R32320-A/I FREV~ILI.t-lltHMl:H HCUFLY WAGE R/lTe /ol/lRCH 05. ]980 CCUPATIO~: LABORERS CL/lLLA~. GRAYS ~ARP.OR. ISLANC. JEFFERSC~. KING. KliSAP. LE~IS. ~ASO~. PIERCE. SIIN JUAN. SKAGIT. S~OPO~JSH. THLRSTCN IINC ~~ATCO~ COUNTIES A~D PIICIFIC CCv~TY - ~ORT~ OF TrE ~AHKIIIKl:H COl:NTY NORTHERN P.OUNDAPY EXTENDED DUE ~EST TO THE 'PACIFIC OCEA~. WAGE RATI;S, OCCUP/lTIOr-; COCE GROUp.;: 350-08<:0 350-0ap.0 350-lJ9P.0 350-1250 .350-1320 350-1340 350-1390 ,350-1400 350-1410 350-1450 350-14E!0 350-1510 350-1550 350-15P.O 350-1710 .350-1750 350-1770 350-1R10 :350-1840 350-1~30 350-1R20 350-1AP.0 350-1900 350-2030 350-'2000 350-2090 GROUP .3 OCClJPATJCl\ ,DESCRIPTION GRI~DERS GRO~THAl\ (PRESSURE). INCLUDING POST TENSIOl'i REWS JACKHM'~ER PAVEMENT BREAKER PIPE POT TE"'OER PIPEWRAPPER pownER~AN HELPER POWER BUGGY OPERATOR POWER JACKS POWER WPEELBORROW RAILROAD SPIKE PULLER RIB6DN SETTER, HEAD RIPRAP PAN. HEAD RODCER ,SLOPER (OVER 26') SPREADER - CLARY POWER OR SIMILAR TYPES STAKE JUMPER SWIl\GING SCAFFOLD OR BOATS~AIN'CHAIR OVER WATER OR 25' IN HEIGHT Tf>MFER cr~UL TTPLE AND SELF PROPELLED) TAMPER (MULTIPLE) TAHFER AND SIPILAR ELECTRIC AND AIR OPERATED TOOLS TOP~AN'- TAILPAN TRACie LINER VIBI1ATI/'\G SCREED lAIR. ,GAS CR ELECTIHC) VIBRATOR WELL-POINT LABORER WARCH 1geo WAGERATES .. . - ..' .'.....r. .: ;. 'l:iTATE FEDERAL RATE RATE 1l.!'i7 SliME 11.57 SA~E 11'057 SAI-'E 11.57 SAME 11.57. SA/o!E 11.57 SAME 11.57 SAt-IE 11.57 SliME 11.57 SII/o!E 11.57 SAt-IE 11.57 SAl>IE 11.57 SAME 11.57 SAME 11.57 SAI'E , 11.57 SAME 11.57 SAME 11.57 'SAt-IE 11.57 StIPE 11-57 SAME 11..57 ' SAM'::' 11.57 SAt-IE 11.57' SliME 11.57 SAME 11057 sp.r~E 11..'37 SliME 11~57 SAME . .. PERCENTAGE BY IvEIGHT PASSING SIEVES ~~~Y~-~~~~-----------------______f~~~~_Q~_~~~~!_~Q~fg~!~____________ B D E F G ---------------------------------------------------------------------- 1-1/4" 100 1" 90-100 3/4" 100 5/8" 70-80 1/2" 90-100 62-76 82-100 100 318" 75-88 100 97-100 1/4" 58-72 44-58 50-72 65-84 No.4 30-50 No.8 5-14 No. 10 32-44 25-35 30-45 37-50 No. 40 11-19 lO-19 15-22 No. 80 6-12 6-13 7-13 No. 200 3-6 2-4 2-8 2-7 2-6 SandlSll t 6-10 6-10 Ratio The Contractor may furnish aggr.egates in a single stockpile or in multi- ple stockpiles differing in gradation from the sizes specified in Section 9-03.8(3)Aof the Standard Specifications provided that the completed mixture complies in all respects with the pertinent require- ments of Section 9-03.8(6) of the Standard Specifications. To assure this compliance, the Contractor shall submit samples of all aggregate sizes of the final mix, in their proposed proportions, including blending sand, for approval of the Engineer prior to proceeding with the stock- piling. All aggregates necessary to produce an acceptable final mix. including blending sand, shall be stockpiled concurrently. Acceptance of the aggregate shall be based on samples taken from the final mix. The Contractor shall conduct his plant operations so that the final mix sh"ll conform to the grading (inCluding sand/silt ratios for Class B and Class G) and asphalt requirements as listed under Section 9-03.8(6) of the Standard Specifications for the class of mix specified. The ini~ tial asphalt content requirement shall be determined hy the Engineer for tests on samples of the aggregate' as stockpHed. Blending Sand The first paragraph of Section 9-03.8(4) of the Standard Specifications is revised to read: In the production of mineral aggregate for asphalt concrete, there is oftcn a deficiency of material passing the U.S. No. 40 sieve. ~len this occurs, blending sand in an amount specified by the Engineer may be used to make up this deficiency providcd, however, that a satisfactory finsl mix shall be produced, including pertinent fracture requirements. The blending sand shall he stockpiled prior to the production of the asphalt concrete or payment for aggregates as materials on hand. -28- . . The coarse aggregate and fine aggregate tables for Asphalt Concrete Class D in Section 9-03.8(3)A of the Standard Specifications are revised to read: COARSE AGGREGATE f!~~~_2!_~~2~~~E_~2~EE~E~____________________________________~______ ~!~~_~~~!&~~E!2~_________________________________________~L~~:~L~~__ % Passing 5/8" Square Opening 100 % Passing 1/2" Square Opening 72-100 % Passing 3/8" Square Opening 28-72 % Passing 1/4" Square Opening 0-28 % Passing U.S. No. 10 Sieve 0-2 FINE AGGREGATE fl~s~ 2f_~p~a!t_C2nEr~t~ ~ D ~i~e_D~s!g~a!i~n_ _ _ _ _lL4~-Q _ _3L8~-Q % Passing 3/8" Square Opening 100 100 % Passing 1/4" Square Opening 85-100 % Passing U.S. No. 4 Sieve 30-50 % Passing U.S. No. 8 Sieve 5-15 % Passing U.S. No. 10 Sieve 50-70 % Passing U.S. No. 40 Sieve 18-36 % Passing U.S. No. 80 Sieve lO-22 % Passing U.S. No. 200 Sieve 5-9 2-5 Sections 9-03.8(3)B and 9-03.8(3)C of the Standard Specifications are deleted and replaced with the following: 9-03.8(3)B Gradation -Immediate Use Aggregate being produced for use on the same contract shall be furnished and stockpiled in the sizes specified in Section 9-03.8(3)A for the various classes of concrete involved. except as noted below: If the Contractor elects to build a single stockpile meeting the f'lllowing gradation, he may operate without cold feed control of screens. The gradation of the aggregate as it is being placed in stockpile shall meet the specification limits listed helow so that it cnn be used without further p~ocessing or adjustment except for the addition of asphalt cement and mineral filler if required, Acceptance of the aggregate shall be based on gradation tests at the time of stockpiling. -27- .. SECTION 9-03, AGGREGATES (January 5, 1979) Grading The table in the second paragraph of Section 9-03.l(2)B of the Standard Speci- fications is revised to read: Percent Passing Sieve Number Maximum Minimum 4 100 95 6 98 82 8 86 68 16 65 47 30 42 27 50 20 9 100 7 0 200 2.5 0 Use of Substandard Gradings The table in the second paragraph of Section 9-03.l(2)C of the Standard Speci- ficationsis revised to read: Passing No. 8 95 percent Passing No. 16 80 percent Passing No. 30 60 percent Passing No. 50 20 percent Passing No. 200 2.5 percent Grading and Quality The table in Section 9-03.4(2) of the Standsrd Specifications is supplemented to include 100 percent passing the l/2-inch square sieve under the column entitled "3/8 inch - 1110." Test Requirements The minimum percent fracture for Asphalt Concrete Class D in the first table of Section 9-03.8(2) of the Standard Specifications is deleted. Section 9-03.8(2) of the Standard Specifications is supplemented to include the following new paragraph following the first paragraph in the first tablc: For Asphalt Concrete Class D, the fracture requirements on the U.S. No.8 sieve and above arc a minimum 75 percent with at least two mechanically-fractured faces and 90 percent with at lesst one mechani,cally-fractured face. Gradation - Future Use Section 9-03(8)A of thc Standard Specifications is revised to read "Section 9-03. 8(3)A. " -26- . . The first sentence of the sixth paragraph of Section 1-07.23(5) of the Standard Specifications is revised to read: Reimbursement for labor for traffic control costs incurred in (a), (b), and (c) above shall be made to the Contractor by the State at the fixed rate of $14.00 per hour. The seventh paragraph of Section 1-07.23(5) of the Standard Specifications is deleted. SECTION 1-08, PROSECUTION AND PROGRESS (July 3, 1978) Subcontracting The last sentence of the third paragraph of Section 1-08.1 of the Standard Specifications is revised to read: The 25 percent limitation on work that may be performed by an agent shall not apply to driving pile~, furnishing and driving test piles or installation of steel reinforcing bars. Time of Completion The second sentence of the first paragraph of Section 1-08.5 of the Standard Specifications is revised to read: The contract time shall start with the first working day follow- ing the 25th day after award of the contract, or the ;irst working day following execution of the contract by the Secretary, which- ever occurs last, or such other day which may be specified in the Special Provisions. Liquidated Damages The schedule in the second paragraph of Section 1-08.9 of the Standard Speci- fications is revised to read: Ori~inal Contract Amount Liquidated Dama~es From More To and Per Than Including Workin~ Day 0 $ 25,000 63 25,000 50,000 105 50,000 100,000 15'. 100,000 500,000 210 500,000 1,000,000 315 1,000,000 2,000,000 420 2,000,000 5,000,000 630 5,000,000 10,000,000 840 10,000,000 nnd more 980 -10- . . The first sentence of the sixth paragraph of Section 1-07.23(5) of the Standard Specifications is revised to read: Reimbursement for labor for traffic control costs incurred in (a), (b), and (c) above shall be made to the Contractor by the State at the fixed rate of $14.00 per hour. The seventh paragraph of Section 1-07.23(5) of the Standard Specifications is deleted. SECTION 1 08, PROSECUTION AND PROGRESS (July 3, 1978) Subcontracting The last sentence of the third paragraph of Section 1-08.1-of the Standard Specifications is revised to read: The 25 percent limitation on work that may be performed by an agent shall not apply to driving piles, furnishing and driving test piles or installation of steel reinforcing bars. Time of Completion The second sentence of the first paragraph of Section 1-08.5 of the Standard Specifications is revised to read: The contract time shall start with the first working day follow- ing the 25th day after award of the contract, or the first working day following execution of the contract by the Secretary, which- ever occurs last, or such other day which may be specified in the Special Provisions. Liquidated Damages The schedule in the second paragraph of Section 1-08.9 of the Standard Speci- fications is revised to read: Original Contract Amount Liquidated Damages From More To and Per Than Including l;orkin~ D& $ 0 $ 25,000 $ 63 25,000 50,000 105 50,000 100,000 154 100,000 500,000 210 500,000 1,000,000 315 1,000,000 2,000,000 420 2,000,000 5,000,000 630 5,000,000 10,000,000 840 10,000,000 and more 980 -10- . . SECTION 9-03, AGGREGATES (January 5, 1979) Grading The table in the second paragraph of Section 9-03.1(2)B of the Standard Speci- fications is revised to read: Percent Passing Sieve Number Maximum ~ 4 100 95 6 98 82 8 86 68 16 65 47 30 42 27 50 20 9 100 7 0 200 2.5 0 Use of Substandard Gradings The table in the second paragraph of Section 9-03.1(2)C of the Standard Speci- fications is revised to read: Passing No. 8 95 percent Passing No. 16 80 percent Passing No. 30 60 percent Passing No. 50 20 percent Passing No. 200 2.5 percent Grading and Quality The table in Section 9-03.4(2) of the Standard Specifications is supplemented to include 100 percent passing the 1/2-inch square sieve under the column entitled "318 inch - 1110." Test Requirements , The minimum percent fracture for Asphalt Concrete Class D in the first table of Section 9-03.8(2) of the Standard Specifications is deleted. Section 9-03.8(2) of the Standard Specifications is supplemented to include the following new paragraph following the first paragraph in the first table: For Asphalt Concrete Class D, the fracture requirements on the U.S. No. 8 sieve and above are a minimum 75 percent. with at least two mechaniclllly-fractured faces and 90 percent with at least one mechanically-fractured face. Gradation - Future Use Section 9-03(8)A of the Standard Specifications is revised to read "Section 9-03. 8(3)A." -26- . . The coarse aggregate and fine aggregate tables for Asphalt Concrete Class D in Section 9-03.8(3)A of the Standard Specifications are revised to read: COARSE AGGREGATE 2!~~~_2!_~~2~~!E_22~~!~E~____________________________________~______ ~!~~_~~~!S~~E!2~_________________________________________~L~~:!L~~__ % Passing 5/8" Square Opening 100 % Passing 1/2" Square Opening 72-100 % Passing 3/8" Square Opening 28-72 % Passing 1/4" Square Opening 0-28 % Passing U.S. No. 10 Sieve . 0-2 FINE AGGREGATE 21~s~ 2f_~p~a!t_C2n~r~t~ ------ !! D ~i~e_D~s!g~aEi2n_ - - - - - - - _ _ _lL4~-2 _ _ 3L8~-2 % Passing 3/8" Square Opening 100 100 % Passing 1/4" Sq uare Opening 85-100 % Passing U.S. No. 4 Sieve 30-50 % Passing U.S. No. 8 Sieve 5-15 % Passing U.S. No. 10 Sieve 50-70 % Passing U.S. No. 40 Sieve 18-36 % Passing U.S. No. 80 Sieve 10-22 % Passing U.S. No. 200 Sieve 5-9 2-5 Sections 9-03.8(3)8 and 9-03.8(3)C of the Standard Specifications are deleted and replaced with the following: 9-03.8(3)8 Gradation - Immediate Use Aggregate being produced for use on the same contract shall be furnished and stockpiled in the sizes specified in Section 9-03.8(3)A for the various classes of concrete involved, except as noted below: If the Contractor elects to build a single stockpile meeting the following gradation, he may operate without .cold feed control of screens. The gradation of the aggregate as it is being placed in stockpile shall meet the specification limits listed below ao that it can be used without further processing or adjustment except for the addition of asphalt cement and mineral filler if required. Acceptance of the aggregate shall be based on gradation tests at the time of stockpiling. -27- . . PERCENTAGE BY WEIGHT PASSING SIEVES ~!~Y~-~!~~-----------------______2~~~_Q~_~~~~~~_22~f~~~~____________ B D E F G 1-1/4" 100 1" 90-100 3/4" 100 5/8" 70-80 1/2" 90-100 62-76 82-100 100 3/8" 75-88 100 97-100 1/4" 58-72 44-58 50-72 65-84 No. 4 30-50 No. 8 5-14 No. 10 32-44 25-35 30-45 37-50 No. 40 11-19 10-19 15-22 No. 80 6-12 6-13 7-13 No. 200 3-6 2-4 2-8 2-7 2-6 Sand/Sil t 6-10 6-10 Ratio The Contractor may furnish aggregates in a single stockpile or in multi- ple stockpiles differing in gradation from the sizes specified in Section 9-03.8 (3)A of the Standard Specifications provided that the completed mixture complies in all respects with the pertinent require- ments of Section 9-03.8(6) of the Standard Specifications. To assure this compliance, the Contractor shall submit samples of all aggregate sizes of the final mix, in their proposed proportions, including blending sand, for approval of the Engineer prior to proceeding with the stock- piling. All aggregates necessary to produce an acceptable final mix. including blending sand, shall be stockpiled concurrently. Acceptance of the aggregate shall be based on samples taken from the final mix. The Contractor shall conduct his plant operations so that the final mix shall conform to the grading (including sandlsilt ratios for Class B and Class G) and asphalt requirements as listed under Section 9-03.8(6) of the Standard Specifications for the class of mix specified. The ini- tial asphalt content requirement shall be determined by the Engineer for tests on samples of the aggregate'as stockpiled. Blending Sand The first paragraph of Section 9-03.8(4) of the Standard Specifications is revised to read: In the production of mineral aggregate for asphalt concrete, there is often a deficiency of material passing the U.S. No. 40 sieve. ~len this occurs, blending sand in an amount specified by the Engineer may be used to make up this deficiency provided, however, that a satisfactory final mix shall be produced, including pertinent fracture requirements. The blending sand shall be stockpiled prior to the production of the asphslt concrete or payment for aggregates as materials on hand. -28- . . Proportions of Materials The grading and asphalt requirements for Asphalt Concrete Class D, shown in the table in Section 9-03.8(6) of the Standard Specifications, are revised bo read: D ------------------------------------------------------------------- 3/8" Sieve (Square Opening) 100 U.S. No. 4 Sieve 30-50 U.S. No. 8 Sieve 5-15 U.S. No. 200 Sieve 2-5 Asphalt % of Total Mixture 5.5-8.5 SECTION 9-05, DRAINAGE STRUCTURES, CULVERTS AND CONDUITS (October 12, 1978) Coupling Bands The first paragraph of Section 9-05.4(7), Coupling Bands, of the Standard Speci- fications is revised to read: Coupling bands shall be flange bands or corrugated bands as shown in the plans or standard plans. The corrugated bands shall conform to the pipe ,and shall meet all applicable requirements of AASHTO Designation M-36 , except that coupling bands for all sizes of steel pipe arch with 3" x 1" corrugations shall be 24 inches wide. Bands having projections in lieu of corrugations will not be allowed. The second paragraph of Section 9-05.5(5) of the Standard Specifications is revised to reed: Steel bolts and nuts for coupling bands shall meet the requirements' of ASTM A 307 and be galvanized in accordance with ASTM A 153 o~ ASTM A 164. Metal Frame and Grate for Catch.Basins or Inlets Section 9-05.12(2) of the Standard Specifications is revised to read: Metal Frame and Grate for Catch Basins or Inlets Castings for metal frames for catch basins and inlets shall he cast steel, Class 30 cast iron, or nodular iron as specified in Sections 9-06.8, 9-06.9, or 9-06.14 of the Standard Specifications and as shown in the standard plans. Castings for grates for catch basins and inlets shall be cast steel or nodular iron as specified in Sections 9-06.8 or 9-06.14 of the Standard Specifications and as shown in the standard plans. -29- . . K!QKQ.2.~.h To: Board of County Commissioners Jefferson County Port Townsend, Washington 98368 Gentlemen: We, the undersigned, hereby certify that we have examined the location, of Jefferson County Road No. 18, Dabob/Covle-Chimacum Road, M.P. 7.70 to M.P. 14.90, County Road Pro1ect No. 461, FAS No. Q 161, and have read and thoroughly understand the plans, specifications and contract governing the work embraced in this improvement and the method by which payment will be made for said work and hereby propose to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available in accordance with the said plans, specifications and contract. The undersigned certifies that he has been regularly engaged in contract work of the cLass required for the attached specifications for ~ years. The undersigned proposed and agrees, if this proposal is accepted, to pro- vide all necessary ~chinery, tools and equipment and all other means of construction to do all the work and in the manner therein prescribed and according to the requirements of the Engineer as therein set forth at and for the total sum set forth below, which sum shall be adjusted in final settlement according to the amount of actual quantities in construction are increased or decreased from the amounts given in the list of quantities at and for the following unit prices: (Note: Unit prices for all items, all extensions and total amounts of bids shall be shown.) ITEN NO. PRICE. PER AMOUNT UNIT Dollars ' Dollars AT Per L.S. AT Per L.S. AT Per L.F. Per Cu. Yd. APPROX. UANTITY ITEN 1 Nobilization L.S. L.S. ClearIng and Grubbing DELETED 68,960 c.y. Roadway Excavation Including Hnul -Pl'. . PROPOSAL - Continued . PRICE PER AMOUNT ITEM APPROX. UNIT NO. OUANTITY ITEM Dollars Dollars AT 5 2,150 Unsuitable Foundation Excavation c.y. Including Haul Per Cu. Yd. AT : 6 2,580 Gravel Borrow Including Haul c.y. Per Cu. Yd. AT 7 14.4 Mi. Shoulder Compaction Per Hour AT 8 250 Asphalt Concrete Spillway : 1.f. Per, L.F. AT 9 123 Hand-Placed Riprap c.y. Per Cu. Yd. : AT 10 726 Plain Concrete Culvert Pipe 1.f. l2-inch diameter Per L.F. AT 11 70 Class II Reinforced Concrete : Culvert Pipe - l8-inch diameter 1.f. per L.... AT : Class II Reinforced Concrete 12 78 Culvert Pipe - 24-inch diameter : l.f. Per L.F. : AT 13 55 Class II Reinforced Concrete Culvert Pipe - 30-i nch diameter 1.f. Per L.F. AT '. 14 1+ Class II Reinforced Concrete 1.f. Culvert Pipe, 36-inch diameter Per L.F. : AT 15 26 TR.l Steel Culvert Pipe t 0.109-inch : 1.f. thick, 48-inch diameter Pcr L.F. AT 16 DEI.ETED Per L.F. - AT : 17 28 TR.l Steel Culvert Pipe, 0.168-inch : 1. f. thick, 84-inch diameter Per L.F. -P2- . PROPOSAL - Continued . PRICE PER AMOUNT ITEM APPROX. UNIT NO. OUANTITY ITEM Dollars Dollars AT 18 124 Structure Excavation, Class A c.y,. (for bridge) Per Cu. Yd. AT : 19 150 Gravel Backfill for Wall (for c.y. bridge) Per Cu. Yd. AT 20 120 Furnishing 10", x 10" Precast- 1.f. Prestressed Concrete Pile Per L.F. AT 21 4 Driving Concrete Pile - 45 Ton each : Per Each AT 22 L.S. Widen Chimacum Creek Bridge Per L.S. AT 23 14,380 Gravel Base, Class B c.y. Per Cu. Yd. AT : 24 7,820 Crushed Surfacing Top Course tons Per Ton AT : 25 99/.9 Asphalt Concrete Pavement. Class B, tons Including Paving Asphalt Per Ton AT : 26 6 Asphalt Concrete Road Approach : each Per Each AT 27 DELETED Per L.F. : : AT : 28 DELETED . Por L.r'. AT 29 4,430 Asphal t Concrete Curb 1.f. Por L.F. AT : 30 135 Structure Excavntion, Class B c.y. for Pipe Per Cu. Yd. -P3- . PROPOSAL - Continued . PRICE PER AMOUNT ITEM APPROX. UNIT NO. OUANTITY ITEM Dollars Dollars AT 31 112 Gravel BackUll for Pipe Bedding c.y. Per Cu. Yd. AT : 32 105 Gravel Backfill for Rock Retaining c.y. Wall Per Cu. Yd. AT 33 100 Water fl. gal. M. Gal. AT 34 DELETED : Per Cu. Yd. AT 35 16,800 Removing and Resetting Wire Fence l.f. Per L.F. AT 36 DELETED Per L.F. 37 8 Furnishing and Installing Single AT : each l4-Foot Gate : Per Each AT : 38 390 Rock Retaining Wall : tons Per Ton AT : 39 L.S. Trimming and Cleanup : Per L.S. AT : 40 2 Adjusting Existing Inlet Frames each and Gra tes : Per Each AT 41. DEI.ETED : Per Each AT 42 1163 Remove and Relay Concrete Culvert : 18" or smaller - AT PROJECT TOT AI. : -P4- :. :/ .". ."'. :a:: . .... ..... : ~:I : ~:I't._". :~:Ii:.>~ : a : >;c/\ : ~ :,.,,';"~, . .. .. -, ....,. . . : :> .... :u.: : ~: -":~ . .." : a:: .' .~ ~ !j..: . c~D' . I " g ...... z...~ ""~ ;:~~ ""0 ~~C). ~~~ 8:51 ~~ c; ~~~ z: ~ ~ .. " ...~ 0,", '" , '0 ~~N' "'....j. '_0 '" '" .. ... ,.:' " .. .. ':J '. '" I " '~ I~ "" ",,, ; I '" . '" " ~1;:1 ' " ~ J ~': N I ~i ,.. '" .. ~. " " Ii: ,. 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PORT TOWNSEND, WASHINGTON 98368 . 12.061 385.0213 Richard L. porsch 538 50 9915 PO Box 323 Hadlock, Wash; 98339 Raymond Sather 517 430 Atterbury Road Michael Schafer 538 PO Box 3 Quilcene, 20 7356 Sequim, Wash; 98382 36 1111 Wash, 98376 Donald Seton 539 48 3959 Rt~ 1 Box 89 Port Townsend, Wash; 98368 Elmer Seton 703 09 2151 Rt. 1 Box 89 Port Townsend, Wash; 98368 Brian Tobin 551 23 5289 Rt.3 Box l-C Port Townsend, Wash; 98368 Joyce Tyler 553 60 3401 Rt. 1 Box 326-C Chimacum, Wash; 98325 Larry Tyler 535 38 9720 Rt. 1 Box 326-C Chimacum, Wash; 98325 David Tuttle 538 54 7875 Rt. 1 Box 48 Pt. TownsendWash; 98325 I ,..... ~ ~ r-- - e ~I~~ 0-: ~ r'. .. - '..-, .:J ....!) ('J c ~~ ~ - 'N - ~ ~.~ :;0: '-iJd ;/0 t;G ou. ",-X ~~ uO ('0 ~ u..!;; '" I~t ~D! ... ~ 8 ... Ow i: Ul UJ J.~ c 1l:2: J~ ~ 1 ~ U.Cl .. Q u.2: ::: z ~w j- 0 D !.-, sfi . ~ " 0 ,..l fiI \... -1 0 ..., ~ r<: \.) c N ON - j 5 " <::) ~ 0 :i:a: "'" ,... () ~~~ ~ c-' ~ x Vl -:. O. <l'"' .r ~ --'! 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