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YI IM Yt wl YI 11l Yl W --- Y ar.r». hHl— l.rl hm Owrt hfa wrM hW /wrl r 17. oil on,m Crow life not M l,nLn Ln MLO AA MINI AA ma A IL 111111,Y lA1ar life Ixol hat 411.0 Lw wUAI LA nLn Lw will 1.0 PLO e _.bar1i11l r..nr_-----W.—_71.LL.---few ��----A.1) w`is IL1! twAL 1►11 IILa 7 w. wall ullt Notice Ul 4A few n.11 wLa taw wLa � r r ail AW Yxall"t" waLM 0119.03 Owa.a wwLa �S ua lYY�l'•.lwrr ____- �ffiIaIJ!_—._ all.in.a ax,wLU .Na11a.M 1 Mll YIYI'9'• la,uLa x11aLA n1,ln.n aI^LI3 -- � wY wtwai.,.1.. ---- n1,aLM — � • __�wuarwar- -------....- -----_�IdU.ri.. .. -- ---`--n afr`x1.— ----- HY YaYI"A",-{OII -- --- pa,xi w Nw.i71—e V I"tomm ' '• al,la.N Iw,a1.a 181,14ma MB RLa — .. Mli a1 MxYw-pOtx xa,wl.a 0 , n J yy �t. a .ti v. ram...: ,: .. ... .. path 2Pilayi` City of Reacted, . 0eputnenl of following lid"tax flay 27, 11d2 City of Into Cnetradr Contractor Caot.utc- L First St. dh tliiio Erq)neers Estimate Best EWat Constr. R. B. Scott Casstr. Sees Idrsee Ito ors O ceripuds Unit Est. Ent lid Unit Bid Unit lid Usit No. Ile. Gmatsty Price Anemot Price Amount Prlu Aaneet Price • KNEW .. A- of. will.a. law&A 1.00 20000.00 20000.W 40200.00 40200.00 25000.00 25000.00 55000.04 a. 02. Rodmar Excavation for AapNlt 6iid�ii�I6di2.M 6.00 $3732.00 1.W 44976.00 6.00 33732.06 5.00 w+ Pavinq Alternate • 03. Renewer Excavation for Cowl CILic Verde 5,001.00 6.00 30000.00 8.00 40000.0 6.00 30000.00 5.0t Concrete Alternate m a. Gravel Irrw 1011 1,500.00 7.00 10500.00 4•10 7200.00 5.w 8250.00 7.1`. i � 05. Ranere Existing EYrh and Getter UaW iail 3r501.00 6.00 13200.00 2.40 7920.W 3.00 9900.00 1.01 0 06. Geneva Existing Concrete SnOoals IBM►cad ItO Y $A 10944.00 3.55 6631.40 5.00 1340.00 3.00 07. Ranen Existing Concrete Pnnenl Sgmare faro 3,150.00 a.DO 30600.00 2.10 10010.00 5.75 30217.50 1.00 3' 06. Type 11 service Coneclon Each .o.w 600.00 8000.00 150.00 7000.00 650.4 9000.00 320.0. �a 0. Origin CAarctlw-2" limater Each 3.00 500.00 I500.00 1511.00 4700.00 550.00 1650.00 1,550.0, � - ' "tr w____._,_. Each 30.00 200.U4 bWO.W SS.W IOSO.W 15.W 2250.00 I>D.ov • It. Idlest Vain Ine Each 10.00 100.00 IOW.W 100.00 1000.00 100.00 1000.00 IIL40 12. Ad)ust Whole Each 9.00 200.00 1100100 175.00 1575.W 600.00 3600.00 ULN 13. Remove Existing Catch Basin Each 6.00 200.00 1200.W 125.00 750.00 200.00 1200.00 twos 16. [monad to Existing Aanooie Each 4.00 500.00 2000.00 615.00 2050.W 100.00 400.00 1�.M 1 3t '1 Cit, 04 0entea 0m0art Wl o Engineerip City ad amata Contractor Cwtracte Contractor Q t99 Engineers Estimate kit Cost Constr. A. W. Sant Censtr. SMldrup Constr. Inc. ` :t Est. Wit 0id Wit Bid Wit aid Wit Bid • Quantity Price Amaun7 Price Amount Price amount Price 4maent • um 1.00 20300.00 100.W 402W.10 10200.00 250W.DO 25000.00 SSOOP.PO 500.00 Yards 5,612.00 6.W 33732.00 LOU 44976.00 6.00 33732.00 5.00 20110.00 Yards 5,000.00 6.00 30000.00 0.00 40000.00 6.W 30000.00 5.00 25000.00 0 • t 1,500.00 7.00 10500.00 4.10 7200.00 5.50 6230.00 7.15 1072:.W *i A i Pmat 3,300.00 4.00 13200.00 2.40 7920.W 3.00 9900.00 1.00 3300.00 `-3 e Word 1,040.00 6.00 14944.W 3.5 6631.10 5.00 9340.0 3.00 5604.00 A O a Ward 3,W.W 6.00 3010.00 2.10 10010.00 5.25 20212.50 9.00 3mo.00 A -._.. 20.00 400.00 0000.00 350.00 7000.O0 450.00 9000.00 320.00 6400.00 O 3.00 500.00 1500.00 1560.00 4740.W 550.00 1650.00 1,550.00 4650.00 • 30.00 10.00 6000.00 35.00 1050,00 75.00 2250.00 I30.00 $900.00 0 10.W 100.00 1000.00 I00.00 1000.00 100.00 1O00.00 110.00 1100.00 0 4 9.00 200.00 1000.00 175.00 1575.00 400.00 >600.00 210.00 I890.00 Q 6.00 200.00 1200.00 125.00 M.W 200.00 1200.00 130.00 110.09 Q 4.00 500.00 2000.00 615.00 2460.00 I00.00 400.00 IWO 640,00 s a l L_ a Won 'L•Oer-8 �' L4B___._.•_*J_ _-_._�M4 r_ a WJdlw My I7. 1917 Crtr of Pmtm Cmlredm Cmtrulr tMtnctw ---L Plyd It. Street lWavewnte Enginerc Evilest, Beat Cocct Cmetr. A. A. Scatt Email. NdNuP Con Ito Ian Ieuri/Ge Wat Eat. Unit Bid unit Bid Unit hd Veit 6. W - A106ntity Prri:e Amount Price '-aunt Price Mort Price IL WY 119P T9N 11 Fe► 7.00 1200.00 Saw.00 1260.00 9920,00 1.200.00 B140.00 1,200.00 v 16. hIBA Skim TI7l( (ill. 1.00 N0.W AN.W 625.N 625.00 7N.00 700.W 630.W lI�.- donerm laid.._.. ..__. Each 16.00 00.0 9"0.00 _- ._ ._.}_N_:M.._- NOO.N 500.00 BOW.00 I60.00 IL Ir stem Bow Blip _ Used hd I.33.00 16.00 22134.00 14.0 11662.00 20.00 25240.00 17.00 r- n M. s" Mem sew MM Um a Put VLON ILM 3mm WillMn.N I9.N SN7.N II.W IMF}...... _._.S•PA 1124.06 6.04 1970.N 21. wnlrr Ravel iw Treum SICHIIl Tea Ia3M.M 12.00 IOOW.N 4.15 6275.40 I.M t5N.00 12.a0 9i r S� I Ss. Mm,t Caecrmte Curb W Ieltx lintel Fad Sa3MN /.N 26400.00 5.70 111116.40 k33 21717.00 5.50 • _.der ds06all Concrete alternate i y r, _yh el Consent C Lr1r k lMlll_NAl-IAMI- --_ e.00 19900.00 3.85 I705.00 2.90 M310.00 4.00 CmwOt Cmcret, L;_ . ------- 21. Casuist Cmcr,te Sabulk Square lard I,BeB.OV 15.00 I8010.00 13.00 217M.M 11.70 23123.0 MOD 25. Cement Concrate Ir Bvaes9 (b"I Soar, red 709.0 20.00 M60.00 16.35 11591.13 19.50 ISM.50 SLN 4wt Crcrate P'iveuc t10' I Square lard 14.00 U.00 308.00 20.30 SN.M, 73.00 $12.U0 IL" P' •k fl. stdlN3Weteep Each 9,W 100.00 I800.00 75.01 A'75.1f w.00 1x.W MOB WW1 • IL 91"iMPP I14"1 Saw# vud 127.00 25.0 3175.00 24.56 31U.M SI.N 3302.00 SLIT :4 �'--_____Cit.L'�.��=.Os�rlWt r Engiwwiaq PegO^r'1, • _ City 01 Asstw Cwtrsdw Cwtrrtr CwtrKtw Q Esgisers Estiwt0 Bit East Cwstr. A. B. kott Canstr. SMIdru1 Cwslr. Inc. it ER. Unit Bid Unit Bid Ural Bid Unit Bid C) __ !•--.._.._. Price As0sN--------- Price Awwt Price Asw,t Price Asowrt a 1.M 1200.00 NN.M ty0.N MO.N 1,200.00 3440.00 1,10.00 1100.00 O !.M OB.N OWN 05.00 625.00 700.00 700.00 650.00 6%.0t O O 1600 60.00 96N.00 400.00 6/00.00 500.00 8000.00 I80.00 700.00 O i Fest 1,263.04 3.1XI 22731.00 14.00 17692.00 20.00 2S260.00 iZ.00 15156.00 A Fwt 273.00 12.00 3276.00 11.60 5071.80 19.00 5187.00 11.00 3003.00 i Feat 320.00 S.00 1600.00 5.70 1824.00 6.00 1920.00 4.00 1290.00 A 0 1,500.00 12.00 I6000.00 4.15 6225.00 1.00 1500.00 12.00 18000.00 0.. I Fwl 3,300.W 6.00 I4400.00 5.70 19610.00 6.45 21M.00 5.50 ,6150.00 Fwt 3,390.00 6.00 1900O.00 3.0 12105.00 2.90 9510.00 /.W 13200.09 e vrd 1,1eB.00 15.00 20020.00 13.00 2/28/.W 12.70 23123.60 13.00 2/28/.00 s Ward 709.00 20.00 14I90.00 16.35 13592.15 19.50 13625.50 20.00 1/1N.00 6 7r/ 14.00 22.00 306.W 28.% 399.00 23.00 322.00 25.00 M.00 9.00 200.00 180.00 75.W 675.00 10.00 720.00 190.00 10.00 e rrl 121.09 25.00 3175.00 2650 11;1.50 26.00 1302.00 72.00 279/.00 __....+,..."+�6.+rVpltwelrrw.:r.....:,,,. x,..+yam. - .. . _ -•___ ..-. i r f t� e ..., 4g ...+.er,•.x..«„�: ......,WMldyY1 uet�l�riulBlp,,,r,,,,,... "'.. s • ,. + tAT 211i4r-E rift of NaM:n . De9rrteeat Of Engiwering • N1�19_by 27, 1717 City of Piston Centrader Contractor Contractor L f"M. Street Iproveaents Entlnwrs Estlento Wit Coast Constr. R. N. Scott Cost,. SwIdrp Co'. Ito bm Description Wit Est. Wit Bid Wit Sid Wrt Sid W@ WanlilY Amr Arent Price Amount ori" AsWet Price .� 11. GmMN Surfacing Tmp Coerw to Two 2,310.OG I0.00 23100.00 4.20 21252.00 11.00 25410.00 9.0 Asphalt Connate Alternate SL GoshN fiurHuaq ip toorw for tow 1,160.00 14.00 1100.00 9•9 11368.0) 1200 13920.00 9.00 Cement Concrete Alternate A. AWMlt treated base Including Tons 1,250.00 35.00 11wiLSS-�- - 27.30 34125.w 27.60 34750.00 21.00 PAvlp Asphalt for Asphalt Crcrate Alternate ' 32. Asphalt CNcrote Paring Class 'B Tono 1,250.00 35.00 43750.011 Moo 37375.0( 30.45 30062.50 M.00 IKINIa Paring Asphalt for _ Alowt Controls Alternate .Inset Concrete Paving 10-Day, Square Yard 7,260.00 20.00 145200.00 19.00 137940.W 11.30 190111.00 20.50 1 T• SmptIM for Cheat Conureto - O MtNladte _--._..... _.-.31. 11SAN1Aamwa and/or kivnaY ions 100.00 80.00 6000.00 72.00 7200.0 73.50 7350.00 107.00 C1. Aq►alt 3- Wrdent, Aenenent Case and Corer Each 4.110 150.00 600.00 190.00 740.00 150.00 600.00 110.00 .. -_.__.e..Sr►e May 1iu Conic Veda 167.00 15.00 2905.00 21.60 4039.20 23.50 4591.50 21.00 Slue Poat15,290.00 0.50 7645.00 0.46 7033,t0 0.35 $351.50 0.70 A. lrwp Low Sue I.W IOWn1.00 100N.00 10400.00 1090.00 7,000.00 7000.00 Nsaoas.. Lump Sue 1.00 5000.00 5000.00 $30.00 SU.00 2,000.00 2000.00 aNNNes I J r i J SMtotal kh"ala " 4' 634219.00 565765.45 551206.10 t Lain Itpe 3, 23, 30, and 33 1296,640.00) 1202,013.00) i193,60L001 ill r Total Schedule 'A' Asphalt 427,60.01) 343,752.45 3N,5'.'5.10 e- w_ W w rn .< v' gyp s. >' �� . aria. } City of A"bn DeOarta"t 01 Pnr,neennq _� B • City 01 Aral" Contractor Contractor Contractor Egloeero hurts meet Coast C"etr. A. W. ScOtt Count'. Willies C"elr. Inc. ,,t Est, unit Bid UPI I. Bid Lill old Unit Aid Quantity Price Await Prue Amount Pritt Aamonl Price A""t } 2,310.00 10.00 23100.00 9.20 21252.00 11.D0 25410.00 9.00 20790.00 • P I,I60.W 10.00 11600.00 9.I0 1136B.00 12.W 13920.00 9.00 IO//O.W 1,250.00 35.00 13730.00 21.30 34125.00 27.80 N'SO.W 28.00 15000.00 s 1,250.00 35.00 /3M.00 29.90 37375.00 30.43 3W62.50 30.4 37500.W 0 0 e hr/ 1,360.00 20.00 1/5100.00 19.00 IN//O.W ;9.30 I/0II6.00 10.50 1/M30.00 0 10,00 60.00 0000.00 12.90 7200.00 73.50 1350.00 107.00 10700.W 150.00 600.00 190.00 760.00 150.00 600.00 130.W 520.00 0 x c yorde IVA 15.00 2"5.00 31.60 4039.20 23.50 4394.50 23.00 4301.00 4 re iert13,290.00 1.811 7NS.00 0.46 7031.10 O.A 5351.30 0.70 I0703.00 , Sw 1.06 10000.00 141WOO 10400.00 10/00.00 7,000.00 700.00 rntaeeeea ;0000.0 0 Sur 1.00 SOW.W SOOO.W 530.00 SSO.W 2,000.00 2000.00 aeceaaeen 10151.00 AN219.00 $65765.45 SSB206.10 6W232.00 1206,600.001 1202,013.001 (193,606.001 1197,470.00) /27,619.00 H3,732.13 36/,5".10 W1,R1.W 1! r Date, 20i1a7-A City of Amlon . Daparteeat of EVN iF4 ' Id1 "tit MP 11, 1987 City of Aentea Contractor Ceatrulr Ceatruto, 0. Flat St. Street loprovw. is Enjimors Fstteab best C"st C"str. R. W. kotl C"str. Shol6op is It" Ws Description Brit Est. Lint old Bert he Unit lid Us M. No. Dusottly Price Amount Price BF000t Price Amount Price Q subtotal Schwob A" 636219.00 U5765.05 55M.10 Less item,2, n, 29, 31, and 32 070,732.00) (156,510.00) ;153,239.501 v _iLLd.LMWO '6' Concrete 163,e87.00 409,227.45 404,966.60 01. C=od b UINNI Yee treat Each 1.00 500.00 500.vo 720.00 720.00 ],-*0.00 1000.00 2,700.00 w� use 01. Moue"o Diseases M bikN1 Este 3.00 INDIA 600.00 M.00 60.0 SN.N 1300.00 500.00 40.4 36040.00 ® 01. /" MNt4"Y"her Und kd ULU 20.00 6780.00 24.75 OL35 © 05. Mutary Sam lot"r' M /,N 1200.00 4800.00 1300.00 $200.00 1,500.00 NN.N SsIM.M J -•4'i-.-atir...._..�.i'-1.k'.1r- . . .._ 1I011. EBeN 60.00 W.00 20.00 200.00 0.00 660.0 10.0 ,.; Yf N. IM YreOY N heet4 70ee 1s95.M 7.50 I1937.50 7.40 11285.00 --1� 1525.00 M. I.Y. Inspect1m Ley in 1.00 IBN.N 1000.00 /15.00 015.0 IN.00 750.00 I,NI.N Sub total k6Nult '0' 63717.50 42629.30 _ 0330.00 �t`I 0.11 Sal" W 3,161.12 3,452.97 3,6M.73 Total k1Ne1e - D-' 60,676.62 46,062.27 51,163.'1 - - -- MOULF C" • 01. Trieste " Whit Ltmal Feet 2,146.00 5.00 12230.00 4.75 11618.50 6.95 II961.10 3.00 12' 186 1 30 Do" N. Set"t Trans BUYhII Ions IIO.W ILUO 1210,00 IU.SC 1133.00 10.50 1155.00 I2.00 • City of auto Contractor Contractor Contractor Egisoors Estimate kot Coast Constr. R. N. Scott Constr. SMeloru0 Constr. Inc. t Est. Unit !ce Unit 0y0 Unit Bid Wit lid Quantity Price 6anmat Price AAWM fr;ce Mount fn to Ancient 634219.00 565763.45 558206.i0 /06232.AW - (170,732.00) (156,538.00) i153,239.501 (139,sm.00) _ 443,487.00 401.227.45 404,166.a 066,602.00 • e B.M ON.16 NO.N 120.N 720.00 1,000.00 J000.00 2,700.00 1700.00 i N 011.N 64LN 111.0 00.00 500.00 1500.00 SN.N I50.01 fe8__l01.00 _.l�sS!_..__LN_!l•p ... _._.. � 17739.011 29.0 27070.00 37.0 3uv.N • . . Feel if.M N-. - 67111.00 _ N.75 8390.25 20.00 0136.00 IO.N 61/1.00 .. 6.00 OBO.N 6100.00 1300.00 $200.00 i,50o.00 6000.00 2,100.00 BOOM . WOO _..... 60.00 560.00 20.00 200.00 OAK) 610.Oi 150.00 200.00 n 7.50 11437.50 7.60 1,265.00 1.00 1525.00 6.00 MOO - ^^, rr e 1.0 1000.00 1000.00 415.00 615.00 150.00 750.00 1,000.00 1000.00 63717,50 12629.30 47330.00 bb078.00 • 5,161.12 3,452.97 :,E13.73 5,364.72 66,876.62 46,062.27 51,163.73 71,862.72 G Feet 2,40.00 5.00 11234.00 0.75 111111.50 6.85 111163.10 3.00 7338.00 110.00 11.00 1210.09 10.30 113I.00 10.50 1155.00 12.00 1320.00 ti i III Jill I OW116161W , Clt, el o".0, . twartmd a1 Eyla«rinl F� ^`A �. Old"tat Bay 27, 1117 Crir W dantun Contractor Contractor Contract, 'j A. First St. String Iwrerownts - ... 6yia her l Striate Wie, Cult Constr. R. 1, Scott Constr. SMldrw - �� Itw Ian leorriptim dnit Est. 1111it Bit Unit lid Unit bid Wit Wi, Wi, DUMMY Price Aeoml Price Aownl Price Mount Price 63. LiOht Pole Fdaadilion Each 11.00 /00.00 4400.00 M.W /150.00 ISS.W 5005.00 150.0. / lose i A' Sq. or Oil. 1 v 04. Witt,Cabinet FdooWitim Each 1410 150.00 150.DO 270.JO 270.00 260.00 2W.00 350.0. 2' OM s 2' S9. or Big. 1 ds. 2" PVC Conduit linul FM 7,I50.00 3.00 I750.00 a.W /SW.W 2.10 /725.00 S.tK Schedule /0 06. 3 PVC Cwduic li«al Feet 15.00 3.50 52.50 6.00 90.00 6.30 9/.50 9.0, iJf kholelo/0 Ol. 3" W CeNeil Limit Feet 363.00 4.00 1460.00 49O 1708.50 5.00 1825.W 6.0� khNule vv 01. J«ctim Bon kii9l Each IU.W 200.00 2000.00 115.00 1750.00 I00.00 1900.90 130.0. 09. JuWlion In 0«1M "E" Each 12.00 /W.W /BW.W SOS.W 1660.00 }IO.W >720.00 311111,00 10. Concrete lighting Pad Each 11.00 75.00 825.00 120.00 1120.00 120.W 1320.00 311.00 7 ,Via It. Light Standard Alu lmal Wirit Each 11.W 120.00 132W.W 960.00 10560.00 "0.DO 10790.00 1,01A00 Style 30' Ibunling Height J 12. 150 Witt aP SWIM Vapor Luunaire Earn 10.00 250.00 25W.Ou 260,00 2640.00 265.0U 265C.V0 311.10 and Law 13. 150 Ilall W Begins Vapor Leeiisire fact. 1.00 100.00 SOO.W 270.0 270,00 275.0 275.00 VLO awl LW e7Photo Cell J 14. Stance Calvet Type 111, $1.910 Each I.OU 1600.00 1600.W 1700.00 1700.00 1,780.00 1710.00 1e311.00 Phase 15. N A18, 1111 Capper We Lintel Fast 105.00 0.10 73.50 0.15 19.25 0.15 N.23 _ _1.00 � J 16. a but CsePW Ikeondl lueal font 110.00 0./0 /LW 0.55 60.30 1.33 60.11 LOL MAL r�1 Cct. 01 proton . D",rtawt of EnOinewcM F+Y� • • City N lastas Caslreclw Caslractw Contractor Egieasrs [sheets past Coast Cost,. B. W. &oft Coeetr. 1hel0rup Constr. IN. 011it Let. aft B11 Oml Bid Omit Ole Out Bid n Wality Frlte Aeasnt price Await Price Aeeunt Puce Aeount n cA 11.00 /00.00 4400.00 /50.00 4950.00 /55.00 5005.00 350.as 3150.00 t 0 A 1.00 150.00 150.00 270.00 270.00 290.00 290.00 350.00 W.00 neel Fast 2,250.00 3.00 6750.00 2.00 /500.00 2.10 /725.GJ 3.00 67503J meal Fast 15.00 3.50 52.50 6.DO 90,00 6.30 94.30 9.00 133.00 • peal Feet 365.00 4.00 1104...._._..__ 1.10 1788.50 5.00 I825.00 6.00 2190.00 0 ach 10.00 :00.00 2000.00 175.00 1750.00 110.00 110.00 130.00 I300.00 • ach 12.00 100.00 4900.00 305.00 3660.Do 110.00 3720.00 310.00 ^20.00 • i ach 11.00 75.00 825.00 ROM 1320.00 120.ro 1120.00 340.00 3740.10 Y • ach 11.00 1200.00 13200.00 960.00 10%0.00 "0.00 10760.00 1,J50.00 11550.00 • ach 10.00 250.00 2500.00 260.00 2600.9 265.A 2630.00 230.00 2500.00 • • ach 1.00 300.00 300.00 270.00 270.00 275.00 275.00 270.00 270.00 a:h 1.00 1600.00 1600.00 1700.00 1700.00 1,790.DO 1710.00 1,100.00 1300.00 0 'sal Feet 105.00 0.70 73.50 0.05 99.23 0.15 89.25 1.00 105.01 �• J inwl Feet 110.00 e./0 1/.00 0.55 60.50 0.55 60.50 1.00 110.00 JW Oala, 21-MY'A: _ _�._«�_._.,_--._.. Crtf of Pantry, . Oppartaot of Enmilanrtrt th1 aUs Mr 27, 1917 _. C111 of Aeatm Catractor __-- P!? Catractw N, Pint St. Street 1Wroeeeents �- Enpnons Eshoate east Coast Costtr. L L Intl Comely. MeliW It" Isere Oescnll,a Wit Eel. wLt Bte Unit ►ia bit eas Wit YustltY Price Aa t Price Assent price Mont Price 17. It0 A10, Tell Copper th.e Baal Pat 6,291.N 0.55 3443.90 L36 1147.21 0.37 2330.26 0.5, 0 IL III 06, IN Capper this Urial Peel 00.00 0.30 110.00 ►.26 150.W 0.26 156.00 1.00 (Plots Est II '.N ® .j1e._.._.amit- p'llim l5!_-. Each 22.00 25.00 350.00 23.00 506.00 - 23.00 506.N IO. 3L MnM uOt I►Eta at Sect 16.00 25.00 400.N 23.0 IILa 23.00 3a1.00 30.0. •W', Total kAeduls ., C- Shia." aO.M 311111111.61 Total 5chedals "I' -AMT $427,619.00 p{71162.M ik1,571.10 _ total khakis 48,871.0 NI,Otl.12 /5I,I63.73 a Total kasull "C' 156,Ia.90 $49,657.03 t50,]12.N Total All Sc"l 40 1532,6M.52 1159,191.75 ._- 64N,544.44 -. Total kANuls "A" - COMCREIE 1163,117,00 1409,227.15 N01,9a,10 IoW kalule "1" 1a1,B7S.02 146,052.27 �._ Total kledule "C" IS6,18OA0 $41.657.03 lSO,flt./1 Total All Schedule, - CONCRETE IS11,554.52 1504,9a.75 1541,911.N • ....rr9„ hlY o! Renton . pe0actdmal of EngiMp mq d1 City of patm Contractor Contractor Contractor Enpnurs Estimate east Coast Conatr. A. O. Scott Constr. Meldrue Coast,. Inc. unli Est. Unit Bid Unit Bid Unit Old Mort Odo GNmldy Price Amamt Price Adamant Price Amidst Price Amaant eu Peel 6,291.00 0.55 3163A0 0.36 2267.21 0.37 2330.26 0.50 MIA0 al iM 600.00 0.30 160.00 0.26 156.00 0.26 t56.00 1.00 600.00 n 22.00 25.00 350.00 2:.:,, 506. 23.00 5".00 40.00 s00.00 n 25.00 400.00 21.01 561.00 23.00 360.00 31.00 6".06 Ulu." /1651.03 50762.61 51165.00 'I $427,619.00 6363,752.45 1361,5".10 $408,762.00 `. 160,171.62 $46,062.27 $51,163.73 171,N2.72 �. Q1,1:11.90 $49,657.03 050,722.61 $51,745.00 .___._. 1552d616.52 0451,491.75 #464,544.41 1532,31M,72 e 1443,487,00 $409,227.45 /10/,9ma.60 1/66,612.00 NI,I79.62 146,012.27 151,163.13 171,N2.72 s @6dIM.90 119,637,03 $50,782.61 151,143.00 1FW,351 52 1501,966.75 #506,912.94 0590,30.72 s O e 0 • Detu 21'Alr-17 --�Y 0f Renton . Dep teem of Enquear"d Ipa I Did o4w Nay 27, 1987 City of Aonton R. First Et. Street Iprovodmti Sellears fatiodh Ilod We Description Unit Est. Unit Brd De' No. Quantity Price Rodent 01. Milliation Lump Sun 1.00 20000.00 20000.00 02. R"ONY Ewvatim fro, AspWtt Cubic Yards 5,622.00 6.00 13732.00 Paving Alleviate a 03. Ronduay cocautcm par Gant Cubit Yard, 3,000.00 6.00 30000.00 Castrate Alternate 04. &aril Barra True 1,500.00 7.00 10500.00 i 05. Roao" Eiisiinq Curl and Butler Lineal Feet 3,300.09 4.00 13200.00 Ad. Restive Etistinq Concrete Sld"ale Square Ord 1,660.00 9.00 14949.00 07. Row" Eluting Concrete Pavement Square Yard 3,850.00 6.00 30100.00 t 01. typo 11 Service Connect" Each 20.00 4V 00 1M.00 09. Service COonactiod - 2" Bloodier Each 3.00 500.00 1500.00 t v 10. Adjust eater Rotor Each 30.00 200.00 6000.00 B. Adjust Val" go Each 10.00 100.00 1000.00 12. Adlutt Ran6olo Each 9.00 200.00 IB00.00 13. Atod"Etietlni catch 8411e Fach a.00 200.00 !200.00 10. Ce Kt to Enellnl IYsOo�: Each 0.00 Sm.00 2000.do +0 L l� Rates 21•Apr-17 ^{y of Renton . lepmtmat of Eegtaeaslog i"1, Page 2 111 /atei My 27, 1967 City of Rastm 1. First At. Street laproteaents Ear- rs Eatioate It"keys Descriptim unit Est. U... lid b. IN. Quantity Inre Assent IS. Catch Basin Type 11 Each 7.00 1200.00 900,00 16. Catch sa it Type I Each 1.00 500.00 100.00 17. Concrete Inlet Each 16.W 600.00 9600.00 11. 12' Stare Seeer Pip- Lineal Feel 1,263.00 IA.00 22731,00 19. 0' &two Sear Pipe Lineal Fast 273.00 12.00 3276.00 20. s" Mdarlrais PIP, Lineal Feet 320.00 5.00 1600.00 1 21. 4etrw 4avml ,or Trench RacAfill Tons 1,500.00 12.00 If1000.00 22. Canal Cmcrete Curt and latter Lineal Feel 3,300.0 6.00 26400.00 fcr Asphalt Concrete Alt"Uts 23. Integral Cemnt Concrete Curb, for Lineal Feet !,300.00 6.00 19900.00 i Cannot Emirate Alternate 1 24. Csnnal Concrete Sideeala $Ware Yard 1,161.00 IBM 200I0.00 25. Consist Concnt• 0riv20,ay 4"1 Square Yard 707.00 20.00 I4110.00 26. Cutout Cmcrete Drireeay 110"i Square Yard 16.00 22.00 306.00 27. Meal Chair Ramp Each 9.00 209.00 1800.00 t 21. Alley Entry ❑0"I Square Yard 127.00 25.00 1175.00 ..+ietMOae."'Jew, 5 , 1 r Dale, 71-Apr-17 "4y of Manton . DePartveot of Eaglnerrmg .-. - Pale 3 Did data: Ray 27, 1917 A. First St. Street Isprovaants City of Rooton It"tars Description Englows Estimate No. an. P Unit Est. Unit lid Quantity Nice Amount 29. Crashed Surfacing Ty C"' for Ions 2,310.00 Avehalt Concratb Alterable IO.W 23100.00 30. Crashed Surfacing Top Lourve for Two 1,160.D0 Ce t Concrete Alternate 10.00 11600.00 31. Asphalt Treated love Including Two 11250.00 Paving Asphalt for Asphalt 55.00 I1)50,00 Ceacrele Alternate 32. Asphalt Cacrate Pang Class -1 ,ono I,250.00 IMludln Paring Asphalt 1w 35.00 43750.00 Asphalt Ccacroto Alterable 33. Cwet Concrete Paving 10-0ay, Square Yard 7,260.00 20.00 145200.00 j 7" Section for Civent Concrete Alternate 34. RiscIllanaa[ andlw Driveay Tons 100.00 r Asphalt 9 '0 OWN 31. Rauaeat, Rauveot Case and Cover Each 4,00 ISD.00 600.00 ld. Top Sol], 2-may Rlc Cubic Yards 107.00 15.00 1105.00 u 37. Sol Square Feat15,290.00 0.50 76/5.D0 31. Sur ray Lump era 1.00 10000.00 1000.00 39. Traffic Control LUMP fie, 1.00 5000.00 5000.00 Subtotal Schedule " A' 654217.00 Less Item 3, 23, 30, and 33 1206,600.0D1 Total &hodula 'A' Asphalt /77,619.00 pvv-a+-. .- i Still 29-W-87 "{y of WIN . kPwtsut BF Eaileewlal /1 lye 4 Bid date! Bay 27, 1907 City of Reston B. First St. Street Improvements Emoluments Estimate I toe tars Des--ylion 0nrt Eat. Limit lid No. Hu. 0wntily Price Oeaest $"total Schedule " 0" 634211.00 Lest It man 2, 22, 29, 31, and 32 1170,132.001 Total Schedule •0• Concrete 463,0B7.00 P SCHEDULE " B" t 01. Contact to Existing ktra Trunk Each 1.00 500.00 500.00 f lue 02. Bnesve and Octlase of Existing Each 3.00 200.00 601.00 %asholes 04. V Sanitary Saw Pipe Lineal Feet 951.00 40.00 31040.00 04. 6" Smeltery Saw Pipe Lineal Fast 339.00 20.00 4760.00 6 Sanitary Sew Ynhole, 40" Each 4.00 1200.00 OWN 011. 1, 1 6" Ten Each 14.00 40.00 560.Do 07. least No Sravel fw Iren:E Tana 1,525,00 7.50 I14,,.50 lackfill .4 :. 00. T.V. lospectin Lug Sea 1.00 1000.00 1000.00 Sub Total Schedule -1' 65717,50 6.11 Salts Tax 5,161.12 Total Schedule ' 1" 65,170.62 SCHEDULE .' C.. 01. Trench an Sackfill Lineal F+rt 2,444.00 5100 12230.00 12' Side 1 30 Dory 02. Select Trench Backfill Ions 110.00 11.00 1210.00 .a M•n:.. vr.. Oalei 28-4r-17 -raty of Renton . Oeputomt of Engineering lid data Ray 27, 1917 City of Luton ' it. First it. Strait leprmaierts Enpams Eatieate ItN Ws Description Unit Est. Unit lid 10• No. Quantity Price Anent IL Light Pole Foundation Each 11.00 400.00 4400.00 4' Deep c A3' Sq. or Dia. N. Service Cabinet Foundation Each 1.00 150.00 150.00 2 On" a 2' Sq. or O.a. Co. 2" PVC Commit Lineal feet 2,250.00 3.00 6750.00 lick hle 40 IL 3" PIC CNdmt lineal Fait 15.D0 3.50 52.50 lchmele N a 07. 3" PVC Com.1t Lineal Feet 30.00 4.00 14E0.00 Schmule 80 N. JNctlon lox Design.. Each 10.00 200.00 MOM N. Juectlon lax Design 'C' Each 12.00 400.00 4800.00 !0. [Noel. Lighting Pad Each 11.00 /5.00 $25.00 7'a3'd it. light Standard Almsinu Davit Each 11.00 1200.00 13100.00 _ . .,... _ Style 30' Mounting Height 12. 150 dolt NP Sm.N Valise lulu... Each 10.00 230.00 2500.00 ad Lisp 13. 150 Batt HP Sod,N Vapor Lounaire Each 1.00 300.00 300.00 and Lap ./Photo Cell 14. Service Cabinet type III, Single Each 1.00 I600.00 I600.00 Phase l t 15. N AN, TNB Copper Wirt lineal Fail 105.00 0.70 73.50 f i t 1 16. N lore Lopper (Ground) lineal fait 110.00 0.10 41.00 e� 'a 1 a Dalu 21-4,-07 "4y of Renton . Woutmant of Englamariog ^ Pap 6 Pid d-ter 147 27, 1987 City of Reeton N. First St. Street laprueeentt Engineers Estimate Itee 1us Description Unit Est. tail Bid No. MD. luant:'7 Price Aeoeet 17. ALA AN, 10 Copper Wirt lineal Feet 6,291.04 0.55 3464.90 IB. 114 AWS, 1N1 Copper Wirt Lineal Feet W.00 0.30 180.00 (pAoto Coll) 19. Street light Feu Kit Each 22.00 25.00 530.00 I 20. Street Light Splue C,l Each 16.00 2$.00 600.00 I Total kledule , C" 56111S.N 9 Total S oadele 'A' - ASPHALT 1127,619.00 r Total Schedule '.1.. FH,g1/.62 !i Total Shaduit "C" $54,111.10 s Clal AV ••IT% - ASPHALT $552,614.32 j Total hcAa.. CONCRETE 6463,417.00 Total Schedule "B" 660,1178.62 Total Schedule "C" 156,186.90 Total All kmadults - COXCIIETE 65M,556.52 f r r a 1 STREET L/GNT/NG O�So� 0.50� TOIL L ' - � G - M. /,5 srRE E r PROPOSE'd CROSS SECT/ON J � r I