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HomeMy WebLinkAbout#172 Ludlow Bay Bridge_. •, -J. b. LID7~88g~. CtiVN';Y AvnITOII , D8A3N LA Qi 1'L8T(.R872~ DEPUTY ~ ' OFFICE OF THE COUNTY AUDITOR , JEFFERSON COUNTY PORT ToWNSEND, WASH., June S th, I913 4uy D. Edward, Esq County Engineer Deax Si r: At the meeting of the ~ioard oi' County Commissioners os ,le~'ferson County, dash, , held on the 3rd day of rune, 1915, you were instructed to obtain estimate of the cost of proposed bridge across the head of Lu dlow gay, and also to survey a rou to from Shine to Tno rndyke stay. Order Pntered in Vol. "I" Page 611 Commissioners Proceedings. xours very truly . ~-- county Audi tor. ;, ., ~, ~~~ ::, , :~PECIFICATIONB, 1'OR THb7 CUNSTRUCTIUN TT?ESTLE ACROSS LUDLOS~1l EAY ON SU(~UAMISH TTARBOR ROAll J~~l'F`ERSON COUNTY®1~~F,SH$ County Engineer°e Offices port Townsend~~wrzsh4 WORK TO T3E SOT {', Lump sum bids are , to be submitted toy! the County Comriissioners of Jefferson County~~ashin~;ton:for the construction of the Ludlow Creek Itirid~,eas sh®wn on the plans accompanying these specificationsd CONDlTIOTVS, The Contractor shall furnish all labor and material necessary to complete this bridge as outlined in the plane and specifi- cations,and to the satisfaction of the County Engineer„ In case ®f ambiguity of expression in the specificatione~or doubt as to the correct interpretation of the same,the matter, shall be left t® the County Engineer~Nhose decision shall be final,, Any work or materiale;,that may have bE;en accidentally omitted in the description of the work~but which. is clearly implied shall 'ae furnished by the contractor the sa.-ne as is it had been- specifically statedr49ork shown on the plans and not mentioned in the specifioations and vice versa will be done as if shown by bothA~xhen and where required All Engineer°s max°ks,r7onuments or stakes shall be carefully preserved without disturbance until permis9ion .for their removal shall be given by the Engineer. All expense incurred through the resetting of stakes that have been destroyed by tl~e contractor will be charged to the Con® tractor and deducted from his eetimates~, Tao deviation or alteration eha11 be .made in the work shown and described in the plane and specifications except upon the written n®tice or order from the 7ngineer®and when so made the value of the work eo added or omitted shall be commuted by the Engineer and the amount so certified shall be final and conclusive,and binding upon the Contractor and shall be added to or deducted .from the contract prieeoNeither the Contractor nor hig bondsmen shall~in any way,be released from their obligations to complete the work by reason of said changes, Any defects that may be discovered by the Engineer or his appointees before the :final acceptance or before final payment shall have been 1:. ~. -- .acre®Tea and replaced by materials and work which shall c®nf®rrn to the spirit of the specifications.; the fact that the inspector or persons in charge r~tay have overlooked such defective work shall n©t constitute an acceptance of the same, SUESTi~UCTU,~ The piles used in the construction of tviZS bridge sha,11 be ®f sld growth fir. ~'heyr shall be straight, round a:~id s,71id in every particular~a'~o pile may be used which is less than ten X10) inches in diameter at the smaller end. Any pile which rne.y split or check ira driving will not be considered as a pile, X111 piles shall be driven to a depthand to a solid foundationr se.tigfac+,ory to the enginF:er or inspector in charge, All piles to bP cut off to a grade e.nd height as given by the Engineer ~.n charge., ~ents,~8, 5. lOp ll~ 12,, and 13 to be of pile foundation, as shown on +.he plans® unless rook is encountered so that a pile cannot be driven t® a satief~~.ctory depth,:tn that case a mud sill will be u~ecipand e?.rift bolted fast to,±he ledge of rocko All mud sills small be of old grct~th cedar, laid to m depth satisfactory t® the Engineer in charge, Sway braces shall be 3" by 8",sound9old growth fir.. Braces to be thoroughly spiked in place, Piles are to be faced at places where the braces are spiked to +hem. The frame bents are to be lfl" X Zfl" old growth ~merchantrzble firq The ends of the bents are to be placed on mud sills as SiiQS:Vn on the plan,. Thee caps of all bents shall be made of sound old growth red or yell®w fir, 10" by 10" X 18~';except the two caps upon. which rest the truss which caps shall be lfl" X 12" X 1$'. They shall be bolted to each pile or p.sst by a three.qua~ters~~~ inch drift bolt twenty 420 inches longs SUPER5TRUCTUS~. A11 timber ir. the superstructure shall be of maerchantable fir lumberb The strir.~;ers used in this bridge shall be ~" X 12" and placed ®n the caps as shown on the plan. They sha11 be toe-n~,il~;d to the caps by 2~.aix inch steel nails t.o each stringer at each cap. this The floor of'ridge shall be made of .sound plank, free from wind shakes and pitch scorns. Planks shall be uniformly three inches t:nick~• ness and twelve ~12~ inches in widthq and. sixteen(lfi~ feet ira len~;tia'x''he 2 planks shall be nailed to each outer stringer with two sixty (6Q) ,~~:nny spikes and to the inner stringers with one sixt~r(6Q) Penny spike tQ each stringer the st~.ane being drive.b on alterazate edges,ortQStaggered"~ After all plaz~s:~ are: plo.ced and nailed the e:~dg ~.rp +o ~'~' sa`aied to ~~.. true line.. On both aides taf t~~is brid.ne ~.~>ere shall be ~lrxced e. gT~arc~ rail of 6" X 611 timbers cut in lengths of not less than sixteen(16) :Feet the guard rail and hand rails to be placed as shovan on the planks A1.1 framing on tY~is bridge to be done in a first class manner, and all timber t® be thoroughly spiked in place A .~PI~O~~Ii~,A"1'~; ~.+;~'1..,,,,, IRA'S" ~~.`' ~~1a.T.~KIALo ~+ g; 7 ~.+L1T51'C) E'r a - - .. - .. o. .. .. .. .. .. - ~. - 5 Q g ~ E~ 1 t e L a i,sa Piling - - - r « ~ ~- - .. - ~. - 6®Q feet. Spikes,~~ - - 6® penny ~ d ~~ y,g y. s . - s w .. s M V .! Ili M -~ ~ - -1 4 kegs '3 " Ir®:1 "- 8~3 drift bolts -®~10 round X 2041 Longo 64 dowell pins +~+ 4" 0° Ji 8°° /° 4 iron plate k -- 611 X 100° X ~ °° ~0~ LT ;~ 8" long by 1 inch, round., 4 nuts to each rod. lcn ~-» 36"' by 1 inch:, round with 0° G,washers 4p 3Q"~~ ~on~ ~y 1 inch round,,with OaG~wa~sher$. 15- 14 inch long X 5,/8 inch with O.Gnv~akhers. ~g« 1Q inch long X 5~8 " " " " " ®, 3~ i ~p~~~~ ~o ~~x~ e u~~Ssq ~o ~ffc~r ors.~e~. ~~z?ubt~x. ~IF~ ~' t. b7gz~ta aN~'T7 p v ~~PPR+U:~CY~dr1TB I,I13fi' t~Ii' ,C]'~,~x37~jli i~;Q,UIR~;D I~~ BHIDGE, PD.gt.~ oa.ass:O- 10" X ~~" « -.~.---"'-r.w..-ao .or- .. ., .. .• ~'.9 ~J VL y7p 1710 ,dud 5111 r a"' a 1 0" X10" - - - w ar - «. a.-- • - ~ 9 ='OQ 91 11 80 .+. dud B1nck~ - 1Aav .~ 10" X 4~ - - ~» - r - e. - ,~~ ~, 2667 n av 14.• ~, ap ~ - .. ,~ Z C~" 3F 10" X 18' .. ~, .. _ ~ ,. - - - - `? 11 GG /9 n 6a IP yr r a. 10" X ~.~96 X 26' ~ ~. --. .. - .. .. _ fl. .. ~.+J~ o !0 f1 ~ n - .. - w r ~ V " ode ~ F.i i' ~ ~Ci e - a1 1n ~w1 r ~. - r - - °( 1. ® aJ V l/ 11 n 12 Plle BraCing .~ ~s9 :~~ GJ" 7~ 26' ..~ .. a. .. - - .. .. .w .+ C;,~.t1 ev s9 18• FraMe " - 3" X 8" :{ 2f~' ~? 36 n es 28• 11 11 ,'~"~ g 11 X 22' b .~ - s - .. - - - - ~! y `Z 32 10 11 44-aide " -er 3" X p" X 2d' - - - - r .. - r - ~~ (6lJ °1 {1 20- " ,,,,,, 31o X $ av X 20 ° - - - - - - - - - 8 ®® n vo 3" 32 Side " --~~ X 8" X 16' - - - - - - - - -1 o C~24 a " 72 Stringyera - «~ 4" X 12°1X 32' .• - - - - - - - - gg 216 " vv 4.80' Guard •- N 6" X6" - .. ., ~.. .. ,r. ~ - .. 1, 440 n n 480 ~ Railing - ~. .. 2" X 6n - - .. r .. - a .» 480 sl vv n n 68' Guard 31ock~ 2" X 6" - - - °- - - - - - - 68 " 480 I3ub Guard ))) ~ 2" X 6" - _ - .~ - ~ - - - - - ~. a ~, 480 n cc A V6 Pe~»te -"°"" - s A y A v' 42 X Y®, X 4' ~n - r .. r y+ s .. - +a (~ n ~ X19 n 240 F1~oring 3" X1.2" X 16' - - - - - - 11.1520 " °' 324' Bulkhead ~-~ n el 3 X 12 - - - - - - - - - - 972 " "~ " TRUSS, 2- Stringers e .. 12" X Z2" X 34' ~ .. .. - - - ~ - vv - ,~ ~'~16 ar 1 • " .. -12" X 14" X 24~ .. .. :. ~ - .. - .. .. 36 oe - .- 3 n 4 CL1~rd~ --Y~ 'M - 10n X ~0" .~l (W ~' .. ,,., - .. N - - - cc M s 6V~ /1 " ) n 1) 4 X 6 1 • 4h - ~. - - r vp X 13 52 vo - - n 2- ~sraces - - - - 9~9 50 Fa.}3o~u 1 ~I 1. 4 Each bid must be made ®n the form furnished by the Comrrlis$ion~~as of Jefferson County,; w+a9hin~ton, sand shall set forth the fully Warne and address of e~-ery person interested in the ss~.n:e, Any addition in writing to the form of +„~e bid of a,ny conditions limitation or ~ provision w..11 be liable to render +..he proposal informal and to cause its rejection mne previous experience and responsibilit y, as ~~~ell as the pxesent ability of the bidder;, gill be considered iri deterrnirain~, which is the best bid, fihe guccessf'ul bidder wi11 be t~pc~uired t;o furnish,, before entering upon the work, a privsa,te or corporate surety bond in the pene.l gum equal to the con+,re.ct price, for the fn•ithful performance of the workti The contract will be a "lump sum" contract. ~'~enthly estimates of the work done will be made 'ey +,hp :engineer in charges and payment will be made for segenty.fiYe (75J~ per cent.. of the value of the work done; twenty five (25~0~ per cent# to be retained until the contract i~ com- pleted and accepted by the County Commi9sionera, The payments to be made upon the estimates of the County EnginPerq final payments for said work shall be made within thirty days after work has been coact.. pleted~ and approved by +he County l;n~;ineer and accepted by the County Cornmissionera, All payments to be made in warr~:nta or warrant drawn upon the proper road funds of Jefferson County, Each bid must be accompanied by e, cert~,fied check in the Surat ®f ten percent, of the amount of the bidJ payable at sight, to the treasurer of Jefferson County,'GJash.: Said ch~eckt . a o be returned if b~,d is rejected ®r upon approval of bond of the successful bidder In case of non.cornpletion or the contract within three zsont•hs from the date of the contract, the contractor s:-~all 'oe lia.ble to ,pay the Board ®f County Comm~,ssioners~ as ligt~d-,ted damages;, and not as penalt the sum of ten(10) dollars for each day ..between thew y~ actual date of comp].et,ion unles;~ ~?.n extension of timepsha.llebeand the granted for causes by the County Commissioners.a 5, -. t p~' ;~I~2~'1~'I~~~tSGIv CvUd~Y, `r~~.33i:iTJG`tG%~ 1]ated at ~' 1915 . Gentlemen: • that ~__rir~z~_ Cert 'the undersi~;11ed :Hereby ....._.--- Y ~ a ~ yudlow 3.ocµtion of the proposed hi~;7iwa tr ~$tlr-: tucro.,s examined the ,~ e.nd unclerst~•n.„_,,, ~ uamish He,rbor Roads and has read tk-arout~,hl,l Creek on ~ r pVerninr the ~rork pmbraeed ~~~ npecifications, ~ rid contract the plans, ant gill be made for which '? r~Ym in this improvements a,nd the method by fete the work ~rork; a•nd hereby p~'opo~e,.-.-, t.o ~zndertake a.nd comp such _ lansygpecifica- in t:l'~ifl improve:'~~=nt in ~~acordancP ~~-ith 'paid p e*~-braced Lions and contracts for the lump,sum of ~o l i e.r :~ w -""""~~ stand,,,,,;,_ tY1G.t the above estimate of mo.t.erial • 'the undersigned under ;solely upon sa~,d b i, d. i4 only approximate e,nd ha__.._- not based ,~.,._.,_._..~- o`vzi judgment t~.nc3 experience. estimate but upon ,,,~.,._...... . Attached hereto is a certified check for Jeffersan payable t,o the, 'treasurer of er cent. of the ~L'oovp lump sum bid. this amount being tex~ p Countye~~ash" '~, '~; i, ,, Address of~~,,bi~~der r ..r.. ~principal'~lace of businessa) ~~ ~~' . ers or incorpoxat:ed company.. s© state If the bidders ~;re co-partn u;~der which business i~ to bP trs,nsa,cted. ~;iv3ng the f irm~ 6 ..~...._.l ~~ ~/ ~~~ r; ~:~ ~ I- G S A TG "~.'iu~ COrTI~'.I~~~;IC;Idra» ti:~' ~T~':b'1~;kSGTv ~~Gu~~ ~'Y;, `<~E~.3riIT~G'1'Gi3a Uat=3cT z~,t ~ ~„~ ` G ~~ A1915, Gentlemen:- T'he undersigned hereby cert that Fria examined the location of the proposed highway trestle r~cra~s :~udlow Creek on ~quamish H~.rbor I:oad~ a4nd h~ read. tharoup hl;~ and un;ierste.n the plangi~ specifications, anc~ contract governing then work embraced in this improvement, a.nd the method ty which ~,aym~:nt will be made :for such work; and hereby propose„, to ~zndertuke and complete the work embraced in tr,is improvement in accordance with s~.id plans~9pee:ifica- Lions and contraa.etp for the lump, sum of ~~, voli~.rs w xhe under9i~;ned understand gnat the above estimate of material is only approxirr~ate and ha ~ rot based _..._. bid solely upon said estimate but upon _ __ ocvn jud~;raent s.nd experience, Attached hereto is a certified check fcr payable +.o the ~'reasurer of JeffFlrsan County~'~ash, p i ti~is amount being teri per cent. of +h~; ~:Lbove lump sum bid, i. ,I Address of~~,bi~,der, principal \'~l~ace of businessW ) ;, If the bidders ~;xe co-partners or incorporated company;, Aso state giving the firmp u:~der which business i~ to bP -transacted. 6 ,. r