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Home My WebLink AboutWTR2700917 WTR-1 W-917 LIND AVE WATER IMPROVEMENTS BEGINNING OF FILE Zroj;z Pigs albe4ct epqril� a. Cas�F Da P �itu�rkr'y - ,P�ck M, COST DATA AND INVENTORY FCR UTILITIES - CITY PROJECTS cam 076-Yb' t,. d AzA& City Project Numbers: W- / .eevEMEtirS S-- Name of Ptro ect As required fsr year end statistical data for annual reports, the following information is furnished regarding costs and inventory for utility inprovements installed for the above referenced project. -1 WATER SYSTEM: H Length Size Type v L.F. OF JZ " Oi WATERMAIN L.F. OF WATERMAIN H L.F. OF _ WATG2MAIN L.F. OF WATERMAIN EACH OF GATE VALVES EACH OF _�" GATE VALVES p EACH OF GATE VALVES K SUBTOTAL $ G EACH OF S��" �7l/� FIRE HYDRANT ASSEMBLIES $ oT�UV (COST OF FIRE HYDRANTS MUST DE LISTED SEPARATELY). TOTAL CULT FOR WATER SYSTEM S _ SANITARY SEWER SYSTEM: Length Size Type L.F. OF SEWER. MAIN L.F. OF SEWER MAIN L.F. OF SEWER MAIN EACH OF DIAMETER MANHOLES TOTAL COST FOR SANITARY SEWER SYSTEM $ 10 O 'A STORM DRAINAGE SYSTEM: a Length Size Type H L.F. OF STORM LINE �— L.F. OF __" STORM LINE q L.F. OF STORM LINE L.F. OF STORM LINE —— H N TOTAL COST FOR STORM DRAINAGE SYSTEM $ K ro z Submitted By: Project Engineer Submittal Date: 'in lieu of listing all utility improvements installed, itemized pay estimates or spread sheets may be attached hereto if applicable costs and inventory are highlighted and totals are shown above on this form. PR<17E)Cl':�Lind Ave SW - I-405 app�rh W-917 HTE City of Renton No. No. Description Unit F�ineess Estimate _ Quanti Onit Bid ty Price Aft ITEM BDE5Q2IPr �,rs 001. �2Sct� IePX (-Cla5teer EMQIY with Folly-Wrap ) 7yton Joint #Unear Foot 1550 28.00 $43,400.00 002. 12" pn 12" 73pp4'r�q Dee and TaOoing Valve M1BO OFch 3 1800.00 $5,400.00 CCaaSs�t Icon Valve Box 003. 12" Gate Valve with Qorx-cote Vault 4 1200.00 $4,800.00 004. 6" Gate Valve with MFa�Cast Ron Valve Box 2 450.00 $900.00 005. 12" Folly Pigs #Fad 4 45.00 $180.00 006. /q '� A1Vp Fire Hydrant Assembly AFach 6 1�1n9 Tee, Valve, and gcarx:h 1500.00 $9,000.00 Piping 007. Hydrant EKtention Wert. Foot 2 185.00 $370.00 008. 2" Air and Vaanmie Release AFach Valve Assemblly 1 560.0u $560.00 009. Water IService Connection Mach 1 350.00 $350.00 Subibtal Schedule X Sales Tax @ 8 1$ $64,960.00 Total ale X $-i,261.76 $70,221.76 Schedule Y - •"Zf �pa tching 001. Bankrun Gravel for 7YeJmh Backfill M1bn 1200 9.50 $11,400.00 002. C T Course 290ora ! hwft T0P 12.50 $3,625.00 003. Asphalt CongEte Class •B• for IYL Patching N1bn 140 78.00 $10,920.00 Shbibtal Schedule •Y, Sales Tax @ 8 1% $25,945.00 Total Schedule •Y' $2,101.55 $28,046.55 0� CITY OF WORK ORD[�- - DISTRIBUTION DEPART UTILITIES IT RENTON NO 5247 PROJECTNO. W- 9/7 _ DATE /290 /s19 6Z PROJECTNAME 1/J7 /0. v --)4ra �J FUNCTION OR DESCRIPTION OF PROJECT Tlc-,JO / 4Ja a7Ncg- ec,ar ,q JArc z BY CITY FORCES 9 CONTRACT ❑ IF CONTRACT NO. CONTRACTOR'S NAME_ CON7RACTOR'S ADDRESS ESTIMATED COST FUNDING SOURCE ACTUAL COST AGREEMENTS ❑ IF SO, NO.- SPECIAL BILLING ® IF SO, TO_. 42//ooc COMPLETED_ APPROVED BY unurt ouutWn� i f 1f f f R s i 1 r WC two TV -3 CITY OF RIENTON "LL PUBLIC WORKS DEPARTMENT Earl Clymer, Mayor Traffic Engineering Division PRECONSTRUCTION CONFERENCE DATE: Thursday, December 15, 1988 TIME: 1:30 - 2:30 p.m. PLACE: 4th floor conference rcom LEAD AGENCY: City of Renton - Traffic Engineering PHONE: 235-2620 CONTACT PERSON: Lee Hard, Project Engineer NAME OF PROJECT: Lind Ave. SW - SW loth Street to SW 12th Street INSTALLATION: Roadway, drainage, watermain, street light, channelization, traffic signal , signing LOCATION: Lind Ave. SW - SW loth Street to SW 16th Street CONTRACTOR: Gary Merlino Construction Co. , Inc. NAME OF APPOINTED INSPECTOR(S): _Kim Gorman 6 Steve Pinkham DEPARTMENTS TO BE NOTIFIED AND PERSON REQUESTED TO ATTEND: PUBLIC WORKS DEPARTMENT: X Design Engineering Boo Bray T- Utility Engineering Ifave Tib6of"— X Traffic Engineering Paul Lumbert X Field Maintenance Supt. Jack Crumley/John Stein X Storm Water Utility Chuck Price X FIRE DEPARTMENT X . POLICE DEPARTMENT _ BUILDING DEPARTMENT PARK DEPARTMENT X Other: City Survey__ Les Philips/Doug Grooms OUTSIDE DEPARTMENTS: X Department of Transportation Terry Paananen (District 1) X U.S. West Communications X Puget Sound Power 6 Light Seattle City Light X TCI Cable of Washington X Washington Natural Gas Co. X Metro - Bus Routes King County Inspection Other: 200 Mill Avenue South - Renton, Washington 98055 - (206)235-2620 CITY OF RENTON PUBLIC WORKS DEPARTMENT Earl Clymer, Mayor Design/Utility Eneineering MEMORANDUM DATE: April 16, 1989 i T0: Jack Crumley, P. W. Field Maintenance Superintendent FROM: Abdoul Gafour, Engineering Specialist SUBJECT: W-917 - Watermain Improvements Lind Avenue S.W. and Lind Avenue Bridge From S.W. loth St. to S.W. 16th St. i The watermain improvements for the above project have been installed, inspected, tested and accepted in accordance to the City of Renton Utility Department's Standard Specifications. A final inspection of the watermain improvements was made by Steve Pinkham, ProJe:t Inspector and Mark Wetherbee, Water Dept. representative on April 12, 1989, and there were no deficiencies noted. As-built drawings are being done by the Utility Engineering Dept. The Utility Engineering Dept recommends the acceptance of the above watermain improvements only, and for maintenance by the Public Works Field Maintenance Dept. effective April 17, 1989. e Summary of Project Materials Quantity Size Main Line 1885 L.F. 12"D.T. Fire Hydrants (incl . 300 LFunder bridge) 6 5-1/4 MVO (Iowa) incl . foot valves Vales (in-line) 4 12" Tapping valve in valve box 4 12" Gate Valve in vault Air Vac Release 1 2" Gate Valve in valve box W-917 AG:ckd cc: Lee Haro - Project Eng. Steve Pinkham, Project Insp. CANculm M8 Ray Sled, Water Maint. Supervisor 200 Mill Avenue South - Renton, Washington 98055 - (206) 2 s — I _ .DI• N 4 , J � I1 1 , , .o � w , -� ��-= � � i +ia� , y i I � �� 3 .. � I _� I � � I,�;l. � - �� Il . M I� _,.e ,�, I� , �� ; �� . ! .. _ � f' . _ ,a ■■ � ., �� . ■ . s a ��$ ::, �, a � �. � ■ �,■ �C , Y- �.:: '� f'.'Y' 1. �ai {'L-. F NONCE OF NEW FIRE HYDRANT IN-SERVIC/ I NAME OF DEVELOPMENT �L/jJ/�/ES ADDRESS INSTALLATION CONTRACTOR /yE.Pl1�C/h �ev'1 ''7`• r WATER PROJECT NO. �1 -�7-9/7 NUMBER OF HYDRANTS "T7yig- HYDRANT LOCATIONS (FOR FIRE DEPT. USE ONLY) 1. S' A 5fS0 ,P'� �S 8., HYDRANT NO. 2.`i*//f7S 3.,75� ism i r. 4 6. INSPECTOR n CIIY OF RENTON WATER DEPARTME' Pressure Test "urification Test Form PROJECT NO. u7 NAME OF PROJECT_` i- ,- PRESSURE TEST TAKEN BY ON I,�L. ih r 1 AT A PRESSURE OF PSI, MR WIN. TEST ACCEPTED ON L-J --- IIRIFICAT:ON TEST TAKEN BY ON PURIFICATION TEST RESULTS, SAMPLE /1 SAMPLE M2 SAMPLE M3 REMARKS: CITY OF�,RENTON�WATER DEPARTME"- Pressure Test fi Pdrification Test Form PROJECT NO. \�_L4�9 17 NAME OF PROJECT .c�/,4' c ICE PRESSURE TEST TAKEN BY,��, Pew L h,4yyj ON AT A PRESSURE OF Z S O PSI, FOR 7 Q MIN. TEST ACCEPTED ON -2- PIIRIFICATION TEST TAKEN BY /I kGIAM ON 'p PURIFICAT?ON TEST RESULTS, PLE • SAMPLE M2 � p SAMPLE k; t� REMARKS: T✓}&LLi 0, 4L c CITY OF RENTON WATER UEPARTMF" Pressure Test B Purification Test Form PROJECT NO. ?�/ �/ NAME OF PROJECT "zF PRESSURE TEST TAKEN BY ON AT A PRESSURE OF PSI, FOR Z..> MIN. TEST ACCEPTED ON ZL72&9- — PURIFICATION TEST TAKEN BY. .S-P��LON_ 7. ��/B PURIFICATION TEST RESULTS, SAMPLE wl SAMPLE M2 SAMPLE #3 REMARKS: / ,71 yr-e�o z/ '�// _ i5t/J�f (✓/1j �» nsns/i31 M JRlaU STATE OF WASHINGTON a DlA1RMNT OF SOCIAL AND HEALTH SERVICES WATER BACTERIOLOGICAL ANALYSIS I SAMPLE COLLECTION.READ INSTRUCTIONS ON BACK OF GOLDENROD COPY i IF Instructions m rl,t followed,sample will DE relecib. A DATE COLLECTED TIME COLLECTED COUNTY NAME MONTH DAY YEAR /1J. AM ❑ PM ,,.{TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE I i X PUBLIC LD. N0. _ sa[mess ❑ INDIVIDUAL * t S 1 2 3 A NAME OF SYSTEM C' o I SPFtIFit IOCA NWNFRE SAMPLEC1XLECTE 5YS OMFA1JKP N""71EF,10M11f1 SAMPL COLLECTED BY:INamN Sf1A Q SOURCE TYPE ,] SURFACE ❑WELL ❑SPRING ❑ PURCHASED ST COMBINATION or OTHER SEND PORT T im Fun a me.AMme ara Zip G"' l `nr"AMPLE!d -n f �y TYPE OF SAMPLE wARNINDT � 1 o. 1. ❑ DRINKING WATSq ❑ CHlorinaleO(Residual_Tolal__Fres) { check vestment--► ❑ Filtere0 ❑ UnlrealeD or Other Y...❑..+RAW SOURCE WATER 9_ EO NEW CONSTRUCTION or REPAIRS 4/0 OTHER IS"i,ilyI COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE I'NE v10U5 LAB NO PREVIOUS SAMPLE COLLECTION DATE R MAR a$. LABORATORY RE (FOB w INM ONLY) MPN COLIFORN STD PLATE COUNT SAMPLE NOT TESTED j^a(�Snw o«m. f BECAUSE: eN i MPH murrIDN TEST UNBIATamix ❑aNRPN Too OM d AW nA 1. ❑ COMIVent GrowlN ❑ Not in Proxy Container MF COLIFORM 2. /Im ❑ MTC ❑ Provided—Please nl lease atlon Please ReaO FECAL COLIFOti 3. ❑ Exceee Debris Io'ir"ctlons on Form ❑ MPN ❑ MF < ❑ ❑ 100 ml FOR INKING WATER SAMPLES ONLY,THESE RESULTS ARE: SATISFACTORY ❑UNSATISFACTORY G5ELN COnY I Jai EIAPIANATION OF RESULTS N -- DATE. I FRECDVED— facer DBY REPORTED REPTED LAB 'AT Y PEMARItS .. S.H,AW- SEAITEE,WA 68108 WATER SUPPLIER COPY' oaths um IA+au� STATE OF WASHINOTON DEPARTMENT OF SOCIAL AND HEALTH 801ci WATER BACTERIOLOGICAL ANALYSIS SAMPLI.COLLECTION RLAO INSTRUCTIONS 04 BACK OF OCLOENROD COPY L It instructions are not followed,Sample will be relecled. DATE COLLECTED TILAE COLLECTED COUNTY NAME MONTH SAY YEAR 2 •o 3 H4 ❑ AM ~PM KiNry TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE- PUBLIC I.D. No. MILE Cl ASS j ❑ INDIVIDUAL a 5 O L 1 2 3 NAME OF SYSTEM Crtw or 17, _ $DEC1R[IUCATIOM1 wHEPE$AMP;I COLT tClE SYSTEM pNNIH-MIA NAMLANe TBNEdEAO l 1. rn.' LINpnr Alt�.grto6E 'Rw.6 3l R� 16,-_ EYild ad 2ji Z631 — ; 5o E COLLECTEO�BY IrvJl "t L 6Afou t CiNES1 �N)Q Q*E#L _ SOURCE TYPE ❑SURFACE ❑WELL ❑ SPRING ❑PURCHASED COMBINATION or OTHER SEND REPORT TO ,P„al Am NMm..Auer 9 a.e zoo coal _ r t t.. So. lwA t'01�.� a , r _ w/i5ry1NGTOErrX�S� 1 TYPE OF SAMPLE 1. DRINKING WATER ❑ CMorineled lResidual__Tolai_�_fral ' , check ireatmenl—1 ❑ Pilfered ❑ Untreated o,01", _ 2. �❑p RAW SOURCE WATER 3"Al NEW CONSTRUCTION a u`C P.M. I 4. 0 OTHER ISpeedyl. teeHEC COMPLETE IF THIS SAMPLE IS A CK SAMPLE PREV10115 I As NO PREVIOUS SAMPL E COLLECTIO ATE`_ —_.� REMARKSi i 0�11[ILTOlLY K66Y115 6oR ue usE oNLY. MPN-COLIFORM STD PLATE COUNT SAMPLE.NOT TECIFO .04,P —4 /nx BECAUSE MPN DILUTION TEST IINSWTASLE El Sample Too 61tl /OO^" 1. ❑ Connoem Growth LJ Not in proPertrnume, MF COLIFORM 2. ❑ TNTC: r InsPll¢ianl Inlormarbn /TIC A' Provided—Pleas¢R6ed Inauuction9 G+Form FECAL COI IfOP 3. ❑ Erlyae DeA+la { ❑ MPN J MF (. ❑__.._._._.._ ❑ r P O iRIK N,! A/AlFP -A;APl 19 k1 i iHEs HF^*7U,APT —�_— SATI1FAlT.nY ❑ UNSAI Sy-, CTOR', t l SEE PlENAl 52 SIDE OF O COY EAPLANAT+CN OF RESU.Te _ l 1I14U �lbE t rt[rF.'Et-- ELE6LO Lf y I ' "MATER SUPPLIER COPY MRS 1111111111411 STATE OF WASHINGTON DEPARTMENT OF SOCIAL AND HEALTH SERVICES WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION READ INSTRUCTIONS ON BACK OF GOLDENROD COPY If instructions are not followed,sample will be rejected. ' DATE COLLECTED TIME COLLECTED COUNTY NAME MONTH OAY YFAR f��." 47 �� 8 /y I$ AM ❑PM 1TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE: y 1:J PUBLIC ECLASS ❑ INDIVIDUAL I.D.No. I S I_ yE 3 A NAME OF SYSTEM �..'..Ile'n SPECIE 1C kQGAj5WwIEPE SAMPLF COLLECT SYSTEMDANER'MGR NME NB INHIIBE XD. uP a w _ Iwo rw.wry -� 00 SAMPLE COLLECTED BY.Diw wl SOURCE TYPE E ❑SURFACE ❑WELL ❑SPRING ❑PURCHASED K COMBINATION Np�PORT TgFull Name.AdWwa eM ZM eogN ..1y� •1--�•�•� WASNINDTMI...C.+�S� TYPE OF SAMPLE 1 .nx.0 ranmmn cau+� 1—� f 1. ❑ DRINKING WATER ❑ ChlorinatedlRMldueb_Total_FHNR c"a trestmelR--► ❑ FINNed ❑ UnErpl�ynWh.. P. ❑ RAW SOURCE WATER 3. ® NEW CONSTRUCTION or P &IkRs d. ❑ OTHER ISpecOYi COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE PREVIOLS LAB OF RcNTO'v PREVIOUS SAMPLE COLLECTION DATE REMARKS LABORATORY RESULTS foe uaus DRUG COIIFORM STD PLATE COUNT SAMPLE TESTED j BECAUSE j MPN DILUTION TEST UNSUITABLE ❑ Sample Toc CID T W mI 1. ❑ Conlluenl Growth ❑ Not in Proper Contains, MF COLIFORM $. ❑ TNTC ❑ Insolllcient Inlonnn h xl ADD, Provided—Please Read i Instructions on Form FECAL COLIFOR 3. ❑ Escess piton. I i ❑ MPN ❑ MF 4 ❑ ❑ __ AOR mI BOR�F/Y�I'�INKING WATER SAMPLES ONLY,THESE RESULTS ARE. 1 • CJ SATISFACTORY ❑ UNSATISFACTORY SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS JIM NO DATE.TIME RECEIVED- RECEIVED BY DATE REPOPTED LABORATORY' REMARKS WATER SUPPLIER COPY sA DSNs+aTnla+av t{ /1 STATE OF WASHINGTON DEPARTMENT OF SOCIAL AND HEALTH SERVICES „ WATER BACTERIOLOGICAL AN4LYSIS .SAMPLE COI.LECIION. RkADINSIRLICIIONSOIMCXOIOOtLVENWOCOPI If InSIWCNonS are not followed tornple will De releDHNI. DATE COLLECTED TIME COLLECTED TCOUNTY NAME M10NTH aaMY YFAR Ito e / t/ AM ❑ PM TYPE OF SYSTEM IF PUBLIC SYSTEM.COMPLETE'. PUBUC U MASS C ❑ INmYIDUAL �•o.NO. I \ f L 0$ 3 NAME OF SYSTEM Ci EPEC!f IMEC LOGay N WW CO�IfCTE V5 �MN'A.'MGR NAME NID IFLFRONE+O. SAMPLE COLLECTED SY:IN/a�mH /1 I COY �•a j F-- SOURCE TYPE a f -❑SURFACE ❑WELL ❑SPRING ❑PURCHASED E]p 0IHIN ERTION i SEND REPORT TO UR Nerve.Addnee m IMP Coe1l 'e r't T / E jn A A! , LEA1�= TYPE OF SAMPLE iCNIc1+jenn aM..inn raum.. 1. U DRINKING WATER ❑ Chlorinat"FReeldWl'._Total� Freel 1 cM k nsalmenl--► ❑ FIl+efed UnVeated or Other 2. 0 RAW SOURCE WATER 3. Id NEW CONSTRUCTION or REPAIRS A.❑ OTHER ISpecILYI___ COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE RREVIOUS I All NO RREVIOUS SAMPLE COLLECTION DATE REMARKS. . LABORATO RESULTS FOR w USE ONLYI MPN COLIFORM STD PLATE COUNT SAMPLE NOT TESTED _0V5— /mI BECAUSE. MPN DILUTION TEST UNSUITABLE ❑ Sample Too Old /IN ml 1. ❑ Conlw.m Growth ❑ Not In Proper Container MF COUFORM 2. ❑ TNTC ❑ Insoided—t learte Road ProYld ilon,or, Road Inetnrctlons on Fwm FECAL CULIFON 3. ❑ Evicess Dehns ❑ MPN ❑ MF d ❑ ❑ SIN mI FOR�D KING WATER SAMPLES ONLY,THESE RESULTS ARE: UF SATISFACTORY ❑UNSATISFACTOFW SEE REVERSE SICC OF GRFI EN CUP'I FUR EXPLANATION OF RESU.IL LAa NO. MTE TIME MMWD— RECEIVED BY "It REPORTED LABORATORY REMARKS r;t"-, 56`a t f�E.NNA 53108 WATER SUPPLIER COPY Dwf u1nRl+an� •A•:V �'- STATEOFWAtWMEDiON DEPARTMENT OF SOCIAL AND HEALTH SERVICES ,. WATER BACTERIOLOGICAL ANALYSIS ', HLAD INSTHOLI II;N`.ON i Ill ,0101Ni COPY If iris)melions"R01 T011uwsd,"ample will be re*t*d. L DATE COLLECTED TIME COLLECTED COUNTY NAME MONTH DAY YEAR 11� _ �Z ® AM [I PM I`t TYPE OF SYSTEM IF PUBLIC SYSTEM,COMPLETE rr ❑ PUBLIC B9 — rghf CLASS (F{yt I.D.No. '( 1 8 r� I 3 4 ❑ INOIVIWAL NAME OF SYSTEM ECM l AT RE RRASAV'It Cii SF SYSTEM DMka Mi NMF 4AMITFIFRFkY NO nm.I+..i,....,. .,•r.v D ,kopA� SAMPLE COLLECTED BY Iri SOURCE TT PE COMBINATION ❑ SURFACE Cl WELL [I SPRING ❑ PURCHASED A or OTHER „�N Df{�EPDRT TG'(Prrpl{F�yll NF/PyM�Appreep iM Zi), 1 I, L` f�t•' � CLYI/LYE INASHINLTON TYPE OF SAMPLE bow ,. . mnowmn DRINKING WATER ❑ Clllonnatard Efr ICuH.__Totel_Frsel cKeck Vsst-i—► ❑ Finaren ❑ UnlreAled s OHror 2,rr❑ RAW SOURCE WATER 3.bl NEW CONSTRUCTION or REPAIRS 4. n OTHER ISWIIYI COMPLETE IF THIS SAMPLE IS A CHECK SAMPLE NII10 SIAsN0_. PSEVIOUS SAMPLE COLLECTION DATE NEMARKS LABORATORY RESUL vs(FOR I."USE ONLY) MPN COLIFCRM STO PLATE COUNT SAMPLE NOT TESTED / I BECAUSE I _ ml ❑ MPN DILUTION TEST UNSUITABLE Sample Too Old /100 nu 1. ❑ Conlluenl GIOWIK ❑ N01 In Proper Container MF COLIFORM 2. ❑ TNTC ❑ Insufficient otormFuon �q?m Provided—Please Read Inman, rom on Form FECAL COLIFOR 3. ❑ EFceas Debns ❑ MPN 13 F I 4. ❑ ❑ I IF FOR DrAY WATER SAMPLES ONLY,THESE RESU:T$ARE'. SATISFACTORY ❑ UNSATISFACTORY SEE.REVERSE SIDE.OF GREEN COPY 1-OR l:KPLANAtION OF RESULTS �E�. DA TWf RECfIVfD— FgLEIVED By OATS REPORTED LA RATORY- �[+� I A 1.• .. _r= _.. .!rs REM�PK9 �Fifi1T{.E,LNA SBIv$ WATER SUPPLIER COPY l TO: FINANCE DIRECTOR _ FROM: PUBLIC WORKS DIRECTOR CONTRACTOR: Gary Merlino Const. Co. CONTRACT NO. CAG 076-88 ESTIMATE NO. 5 /Fina1�RE FJ PROJECT: Lind Ave SW /SW 10 to SW 12 1. CONTRACTOR EARNINGS THIS ESTIMATE $300.00 2. SALES TAX @ 0.081 90.00 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $300.00 Ar6L 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $410,722.71 �)J 5. *EARNINGS DUE CONTRACTOR THIS ESTIMATE $285.00 6. SUBTOTAL - CONTRACTOR PAYMENTS $411,007.71 7. RETAINAGF. ON PREVIOUS EARNINGS $21,616.97 B. *►RETAINAGE ON EARNINGS THIS ESTIMATE $15.00 9. SUBTOTAL - RETAINAG $21,631.97 10. SALES TAX PREVIOUSLY PAID $8,990 38 y1TtW1-I 11. SALES TAX DUE THIS ESTIMATE $0..00 _ _ 12. SUBTOTAL - SALES TAX i8,990.38 * (95% x LINE 1) ** (RETAINAGE: 5%) GRAND TOTAL $441,630.06 l FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11) : ACCT.0 *317/035/15.595.30.67.09 $0.00 M 5 ■317/035/15.595.40.67.09 $0.00 M 5 ■317/035/15.595.60.67.09 $285.00 M 5 •317/035/15.595.70.67.09 $0.00 M 5 *421/000/15.596.38.65. 15 $0.00 • 5 M 5 $285.00 RETAINED AMOUNT (Line 8) : ACCT.0 317/035/15.595.30.67.09 $0.00 a 5 317/035/15.595.40.67.09 $0.00 N 5 317/035/15.595.60.67.09 $15.00 HM 5 317/035/15.595.70.67.09 $0.00 M 5 421/000/15.596.38.65. 15 $0.00 M 5 N 5 $15.00 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION 1, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE SEP(CES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN. APO THAT THE CLAIM IS A JUST, DIE APO UNPAID DBLIFATION AGAINST THE CITY OF RENTON, AND THAT I AN AUTHORI TO AUTHENTICATE AND CERTIFY TO SAID CLAIM SIDED: iI I ) `- -- "(+ I) glk/99 >�% /vIz y�99 4 >ro)ect: Lind Ave SW /W 10 to SW 12 - Contract Muster: CA6 076-M ;pdractor Gary Merlins Coast. Co. Est tote Nunber: 5 Cimino Date: 10/23/69 Itea Ears Description Unit Est. unit Previous Previous Tors Tors Total Ictal No. No. i Quantlty Price Quantity Raourd Quantity Raoumt Quantity Raount SDEDLLE R X1. 30 Mootli.ation Lao Sue 1 IGWO.W 1.00 101000.00 O.W 0.W 1.01) M%.( W2, 30 Clearing and Grubbing Lao SUN 1 lOW0.00 1.00 1WW.W 0.00 u.W 1.W lu(KN :W3. 30 Roadway Excavation, Including Maul Cubic Yard 2d50 6.W 2471.63 14630.96 0.DO 0.DO 2471.63 14630.5: 0. 30 Reaoval of Structures and scup SUN 1 50W.00 1.00 5DW.W 0.W O.W 1.00 5(m.0 Obstructions. ;Rj. 30 Saw Cutting Linear Foot 675 1.00 9D5.00 905.00 0.00 OM 9z.01) 905.0_ W6, 30 Reaove Existing Concrete Curb t Linear Foot 1150 3.00 1150.00 3450.00 0.00 0.00 1150.W 3450.E 6utter. :K07. 30 Reeove Ex.sting Concrete 51001alx. Square yard 650 3.00 650.00 1950.00 0.W 0.01D 650.00 1950.0% M. 40 Drainage 'Y' Ditch Linear Foot 100 2.00 0.00 0.W 0.00 0.00 0.00 0.U( 30 Cold Mix Tim 10 40.D0 0.00 0.07 O.W 0.00 0.00 O.O. ?10. 40 8' CK 14iauge Rlusiniva Stop Linear Foot 56 11.00 1200 IR.W 0.00 0.OD 12.00 132.0( Drain Pipe. M1. 40 6' Ductile NO store Drain PiPe Linear foot 65 20.00 205.00 4100.00 O.W 0100 moo 4100.00 012. 40 12' Ductile Iron Stop Drain PIPe Linear Foot 126 25.00 135.00 3475.00 0.00 0.00 135.00 3475.0( i A3. 40 18' CAP 16.6auge Rluninim Store Liver Foot 79 100.00 61.00 126.(10 O.W 0.00 61.00 1d20.(K Drain Pipe. i ✓roject: Lind Ave SW /SN 10 to SW 12 Contract Number: CAG 076-66 Mtractor Gary Nerlano Corst. Co. Estimate Numoeri 5 Llosim Date: 10/23/69 Item Bars Description T Unit Est. tmitvrev:ous Previous Inis This Total Total No. No. t D•uant rtv Price Quantity haunt 0uantity Amount Quantity Amount d14. 40 Curb Inlet Each 7 6W.00 6.00 3600.00 0.00 C.00 6.00 36K%(K M 40 Catch basin, Type 1 Each 1 600.00 3.00 2400.00 O.W O.00 3.06 OU.Pv 1& 40 Catch Basin, Type 11 - 48' Each 2 1500.00 1.00 1500.00 0.00 0.00 1.00 1500.00 30 Supply i Install Solid Cover for Each 5 150.00 5.00 750.00 0.00 0.00 5.00 750.W Type 1 Catch Basin '1& 40 Correct to Existing Catch Basin Each 5 50 EL00 4W.00 0.90 0.W 6.00 400.00 Or Storms Lire 19. 40 Hard Place, Nip Sap 4' - 6' Ton 12 20 0.00 0.00 O.W 0.0.) 0.00 0.0-,*, Quarry Fk k 20. 3O Asphalt Treated Ease Including Ton 1100 27 515.40 247MW O.W 0.00 515.40 24715.60 paying Asphalt. ,I. .O AsPhalt Concrete Pave►mt Class Ton 1460 30 143&20 43066.00 0.00 0.00 U3&20 43066.00 'B' Including Paving AsMalt K. 30 Ntscellanedus a Driveway Asphalt Ton 45 66 36.OD 244&00 0.00 0.00 36.00 2446.W Class 'B' Including Paving Asphalt i '3. 30 Adjust Existing Narhole Cover to Each 7 200 10.00 2000.W 0.00 0.00 10.00 au.DO Grade 14. 30 Adjust Existing Valve Box 10 Grade Each 1 50 0.00 0.00 0.00 0.00 0.00 0.00 '.5. 30 Adjust Existing Catch Basin to Each 5 200 5.00 1000.00 0.DO 0.00 5.00 10W.00 Grade 6. 30 Adjust Existing Utility Goy Each 1 100 I.W I00.00 0.W 0.00 1.00 100.04 To Grade 7. 30 Adjust Existrig Monument to urade. Each 1 100 0.00 0.W 0.W i�.W 6.00 0.0 PMJect: Lind Ave SW /SW 10 to SN 12 Contract Munger: CAE 0T6-6tT;ontractar Gary Nerliro COisL. Co. Estimate Number; 5 ClosingDate: r IJ/23/69 item bars Descriation T Limit Est. te,lt Previous Prey loos No. No. 1 Thus This Total Total Quantity Price Quantity {Yount This 'YOUnt Quantity !Yount :ea' 30 Install Monument, Case and Cover. Each 1 150 LW 300.U4 O.OG u.(.G 3U0.. :11. 70 Ecology block, 8'x2'x2' Each 4 20 4.(() 60.00 0.W 0.(9 4.OJ bu.c 030, 40 Concrete Curb arc Gutter Type 'A' Linear Foot i85U 6 1710.00 loe&0.00 0.00 0.00 171u.0U 10260.i J31, 30 Concrete Driveway Square Yard 65 2667.5 (Commercial 10' Thick) 115"�J 0 0.00 0.00 115.50 26A,•.5 . 032. 60 Concrete Sidewalk Square Yard I 15 6A2.00 13230.00 0.00 0.00 5a2.00 laA>o.a J33. 60 Concrete Wheel Chair Rana Each li 200 11.00 2200.00 0.00 0.00 11.0) 2200.(0." i34. 60 Extruded Cement Concrete Curb Linear Foot 150 3 160.00 480.00 0.00 0.00 160,trJ 40.0. 035. 40 Gravel Backfill Class 'B' for Ton 60 6 M. Im.32 0.00 0.00 200.72 1204.3: Trench Backfill 03& 30 Gravel Bondi Including Haul Ton 530 6 452.96 2717.76 0.00 0.00 152,96 2717.1, 037. 30 Crushed Surfacing (1 1/4'-) Ease Ton 13JU 14 1651.83 23125.62 0,00 Course 0,00 1651.63 23125.6:;i'& 30 Crushed Surfacing (5/8'-) Too Ton 780 14 lai6.62 1n71MA 0.(q Course 0.00 1336.62 16712.64 J39, 40 Gravel Backfill For Pi Pe Beedtng Tor. 10 26.16 261.bi� 0. J (Pea Gravels 0 0.W 26.1A 261.8K 40. 40 Trench Safety System LUMP Sue 1 500 1,00 500,(N 0.00 0.00 1.00 500.0: M 0 project: Lind Me SW /SN 10 to SW i2 Contract Number: CA6 076-M Contractor Gary merlin onst. Co. Estimate Nwber: Closing Date: 10!23/63 It" Bars Description T Unit Est. Unit previous Previous Tors This Total Total No. NO. [ Quantity price Quantity Amount Quantity flaunt Quantity Amount 041. 70 Top Sol. Class '6' Cubic Yarb 20 15 lo.W 210.00 0.W 0.00 14.W 210A. 042. 70 Be.uty bark Cubic Yard 50 1s 33.00 155.W 0.W 0.00 33.00 0&0" 0/3. 30 Finisn and Clean-up Lu■o Sum 1 1000 1.00 IOW.00 OM DM 1.00 10W.i�, 003. 30 Reuse Excavation Cubic Yard 100 3 650.01) 1950.00 0.W O.W 650.00 1950.(r, COB. 70 Nydro-Seed Lump Bum 1 650 1.00 650.Do 0.00 0.00 1.00 650.(e C09. 60 Bollards Each 7 64 7.00 5BB.00 0.00 0.00 7.00 5BB.D( TT Total SMILE A $217.915.46 10.00, 1217,915.46 .ro3ect: Lend Me SW /SW 10 to SW 12 Contract huaoeri CB6 076-66 :ontractor Gary 1'erlino Const. Co. Esheate hueDer: 5 Ciosire Gate: 10/23/69 Item Bars Description T unit Est. unit Previous Previous This This Total total No. No. i Ouantity Prim P.untety Amount Quantity hbmht Duant ity hount SDEDULE B ,01. 60 Sawcutting for 8oatmay Crossing Linear Foot 200 2 136.Ov 3%.W 0.W O.W 158.00 3%.(�� ' i02. 60 Trench 8 Gachfell 12' Nine x 30' Linear Foot 18W 3.5 1535.W 6766.50 0.W 0.W 1935.00 6766.5� Deep -03. 60 Select bench SaCkfI11 5/8' r+nus TO 20 18 47.16 616.66 v.W 0.00 47.16 616.b3 Crushed Surfacing A. 60 1 1/2" 4cnedule e0 Conduit PVC Llhear Fart 550 . SW.W I OW.W u.Ou 0.W :rW.W IM.0", ,vo. 60 2' Schedule 00 Conduit M Linear Foot I5,% 2 1495.00 2990.W OM 0.00 1495.00 29'rii.(01 �06. 60 2 1/2' Schedule 10 Conduit PVC Ltrear Foot 50 5 % 250.00 0.00 0.00 50.00 250.00 •)7. 60 3" Schedule /0 Conduit PVC L inear Fat 100 6 133.W 75&W 0.0 0.0 133.00 7%.00 ':5. 60 3 1/2' Schedule 40 Conduit PVC Ltrear Foot 5 e0 16.W 320.00 0.00 O.W 16.OD 32O.00 09. 60 1 1/2' Schedule 80 Conduit, PVC Linear Foot 320 2.2 310.00 W.00 0.00 0.00 310.00 66LOD 10, 60 2' Schedule 80 Conduit, PVC Linear Foot 600 3 610.00 18W.W 0.00 0.00 610.W 1830.W i r� it. 60 3' Schedule 80 Conduit, PVC Linear Foot 650 i. 731.W 4386.00 O.VO 0.00 731.W AIU6.00 t 12. 60 Pedestrian Signal Pole Foundation Each 2 250 2.00 Wt.W O.W 0.00 2.W SW.00 3' Deep a 3' Square or Diameter .i 60 Signal Pole Fourdation 7' Deep a Each 3 650 3.00 1950.00 0.0) 0.00 3.01) 1950.OD p 3' Square or Diameter I Project: Lind We Su /SN 10 to SW 12 Contract Nueberi I% 076-M Contractor Wry Nerliv Coast. Co. Estivate Wider: 5 Closing Date: 10/25/69 Itee Ban Description T unit Est. unit Previous :"Vlous Tors This Total Tota: 90. No. I Quantity Price Quantity Afty. Quantity fboUnt Quantity Awunl 014. 60 GToestriar, Pushbutton Post Each 1 150 1.00 150.00 ^ 00 0.(rJ 1.W ISO.( Fourdation 2' Deep x 2'SAudre Or Dlaeeter 015. 60 Street Light FOUndation 4' Deep x Each 5 400 100 2000,00 O.W 0.00 5.00 20W.v 3' Square. J16. 60 Service Cabinet Foundation Each 1 300 1.W 3W.00 0.00 O.W 1.W 300.0. 2' Deep x 2' Square W. 60 Junction Box Design: `B" Each 13 230 13.00 2990.00 0.00 0.00 13.00 M. 016. 60 Jurction Box Design 'C' Earn ., 350 5.00 1750.W 0.W 0.00 5.00 1750.v 019. 60 Concrete Pad for Junction Boxes Square yam 31 50 38.72 1936.00 0.00 O.W 36.72 193c 0: And Foundation (Z0. 60 Cold Nix for Trench Crossings ion 10 40 15.00 6W.00 0.00 0.00 15.W 6W.0; '21. CO Intercept Existing Condult Each 12 165 12.00 1960.00 O.vv 0.00 12.00 1%0.vi J22. 60 Relocate Signal Pole Earn 3 320 3.00 %0.00 0.W 0.00 3.00 966.0( ✓23. 60 Relocate Pedestrian Pushbutton Each t IW I.W 100.00 0.00 O.W I.W IWAI; Post 24. 60 :edestrian Signal Pole, Type 1, 10, Earn 2 500 2.00 IOW.W 0.00 0.00 2.00 I000,Oi :e& 60 Pole Mounted Tminal Box, Each 4 4W 4.00 160v100 0.00 0.00 4.00 1600.0( 16' x 13 7/6' x 5 7/8' J26. 60 Vehicle Signal itao Each 12 460 12.00 S56.00 0.00 0.01) 12.00 5520.0( 12' - V• - 12' J27. 60 Vehicle Signal Neap Lao Sue 1 1100 1.00 11W.W O.W 0.00 1.(N) IIW.(X, >ro)ect: Lind FM SW ;SW 10 to SW 12 Contract haw: CW6 076-M :oMractor Gary 4rlino Cwst. Co. Estimate Nuwber: S Closing Date: 10/i3/69 Item bars Description T Unit Est. lmit Previous Previous This Tnis Total Total NO. No. X Quantity Price Quantity amount Quantity amount Quantity Amount Mounting Hardware i26. 6O pedestrian Signal neap, term nanoi Earn 6 500 6.(I0 3) ) (10 0.(0 0.00 6.00 SM(% Nan Symbol Tyoe :5, 60 Gedeetrian Signal flan Mounting Lueo Sue 1 1260 1.W 12W.00 0.W 0.00 1.00 126(l.h. Hardware i30. 60 pedestrian Pushbutton with Sign Earn 6 YA 6.W BMW 0.00 0.00 6.00 16W.0 )3:. 60 Traffic Signal Wire Luep Sue 1 25W LW 2500.00 0.00 0.00 1.00 256).0. �32. 60 Shielded Detection L000 Return Linear Foot 3600 0.6 3626.W 2176.60 0.00 0.00 362&00 2176.61 Cable 2/C )33. 60 Shielded pre-Eigption Detector Linear Foot a50 1.1 616.W 695.60 0.00 0.00 616.0 659.E cable 3/C )34. 60 Vehicle Detection Loop Llnmar Foot 1500 7.4 14M,00 10969.00 0.00 O.W M&00 10965.0. 035. 60 94 " Copper Wire, XLD ilk Linear Foot 345 1 656.00 656.00 0.W 0.00 moo 656.ir0 J36. 60 e6 " Copper Wire XLP USE Linear Foot 35N 0.65 3354.W 2180.10 0.00 0.W 3354,00 21a0.10 ti7. 60 614 " Cooper Wire Linear Foot 160 0.6 M W MOB.W 0.W O.W 180.00 IO&V T" 03& 60 610 AA Copper Wire Linear Foot 450 0.6 36&00 M.00 0.00 0.00 365.0) M.W 2R Pole and bracket J39. 60 Vehicle Detection Loop Splice kit EaM 13 W 13.00 520.00 0.00 0.00 13.W 20.0.E o4u. 60 Street Li4ht Splice nit Each 14 35 14.0 490.(di O.W 0.W 14.W 45G.(k 0 protect: Lind Ave SW /SN 10 to SW 12 Contract Nuber: CAD 076-66 Contractor Gary Nerllno Corsi. Co. Estimate Number: ., Closing bate: 10/23/65 Item Fars Description T unit Est. unit previous previous This This Total Total No. No. i Quantitytre Quantity Arount Quantity rice_ y Y Amount DwMiiy Amount ,Al. 60 Street Light Fuse Alt Earn 21) ,, 16.(q 450.00 LW W.00 2tY.W 590.v 042. 60 Street Light Staeowd, Spun Each 5 140R) 5.00 70W.W O.W O.W 5.W 7OW.0 Aluminum, 35 Foot Mounting height, 6` Davit u43. 60 2% Witt Sodium Vapor Lumina:re Each 5 250 4.W MOM1.W ;5p,W A8i1 And LOOP 044. 60 250 Watt Sodium Vapor Luminaire I Each 1 250 1.Do 250.W 0.W l U.W l.W 2SO.k lap With Phet O'deil. AS. W 150 Watt Sodium Vapor Lusinaire I Each 4 250 4.W 10W.W 0.W 0.00 4.W lOW.0. 1 Lap 04L 60 66 Pare Copper wire linear Foot 150 1 150.W 150.00 0.W 0.00 150.00 15ko(. .47. 60 Service Cabinet Each I i6W 1.00 1".00 0.00 0.00 1.00 IMM" 46. 60 Detector Aplifier Each 10 160 MOD 16W.W 0.00 0.00 10.00 1600.0( 60 Rem" Existing Street Light Pole Earn .. 150 2.00 300.00 O.W 0.00 2.00 3W.0: ]50. 60 Traffic Control Lump Sim 1 I50D 1.75 L"00 0.00 O.W 1.75 262�.a >51. 60 4' Double Yellow Center Line Linear Foot 1W5 0.15 761.00 114.15 0.00 0.00 761.(v 114.15 52. 60 4' Yellow Two-waY Left Turn Lane Llnear Foot 410 0.15 404.W 60.60 0.00 0.00 404.(q 60.6v ere .c3. W 6' Solid white Approach lire Linear Foot 425 0.3 370.00 111.00 0.00 0.00 370.00 111& hrpcti Lind Ave SW ISM 10 to SW 12 Contract Mmaper: Gib 076-66 :ontractor Gary Merlin Const. Co. Estimate Number: 5 Cios ro Date: IOIe3/65 Item Bars Description T Unit Est. tint Previous Pre IOUs Tnis Tnis Total Total No. No. a Quant itv Price Quantity haunt Quantity Amount Quantity Amount 154. 60 6' Thermooiasttc Crossmal4 L-near Foot 55j 1.[ 450.Gu 566.LwG 0.N G.(v 45J.00 566., 155. 60 16' Thermoplastic Stop Bar Linear Foot 90 2.2 S1.00 200.20 0.00 0.00 91.00 MI.; 756. 60 4' lane Nariter, Type 1, White Each 564 1.5 436600 654.f* 0.00 0.00 436M 654.( )57. 60 10' White plastic iraffic Button Each 6 10 7.00 70.00 0.00 0.00 7.0.) 70.e :56. 60 10' Yellow plastic Traffic Button Each BS 11 65.G0 535.00 0.00 0.00 65.W 535.( :59. 60 Thermoplastic Legend '04.Y' Each 9 30 5.00 270.00 0.00 0.00 9.00 270.0 i60. 60 Tneneolastic Arrow Each 13 3o 13.00 M.DO O.DO 0.00 13.00 A%t. :ie1. 60 Nast We Mounted Street Nam Sign Each 4 250 4.00 1000.00 0.00 0.00 4.OQ 1000.01 :6:. 60 Srouno Mounted Signing Lump Sum 1 500 1.00 too.DO GOD i1.00 :.00 500.0 A3. 60 Pre-cast Traffic Curb, Type 'A' Linear Foot 50 9 O.W 0.00 0.00 C.00 0.D0 O.G. IT Total SDCXU B 45:.663.43 SSW.00 e92.563.C. 1,,yy�h Project: Lib Ave SW /SW 10 to SM 12 Contract Mumier: CAG 076-68 Contractor Gary Merlin Const. Co. Estimate Member: 5 Closing Date: 10/23/69 Item bars Description T unit Est. unit previtms ;,mv sous 'ais Tors Total Total No. NO. S Quantity prim Quantity Amount Quantity Anoint Quantity Amount SDEDIAE C Wi. 65 12' D.I.P. (CI521 Tyton Joint xitn linear Foot 1550 33 1584.00 52272.00 0.00 0.W 1564.W 52272.. Poly-mrap 002. 65 12' on 12' Tapping Tee am Tapping #Earn 3 2300 7.00 16100.00 0.00 V.00 7.Oii 161W.:. Valve with Cast Iron Valve boa 003. 65 12' bate Valve with Concrete Vault #Each 4 20DO 4.00 .ow.W 0.W 0.W 4.00 MO.i -M. 65 6' Site Valve w,tn Cast Iron Valve\#earn 2 350 2.W 7W.W 0.00 0.00 2.W 7W. kx 005. 65 12' Ptlly Pigs #Each 4 40 4.00 160.00 0.00 0.00 A.W IWA c. 0(& 65 5 1/4' MdD Fire hydrant Assembly *Each 6 2(w 6W 120W.40 0.00 0.00 6.W 1112000.0 Including Tee, Valve am brarcn Pioing 007. 65 Hydrant Extention #Next. Foot 2 W O.W 0.00 0.00 O.W 0.00 0.0. 146. -j 2' Air and Vacuum Release Valve mEacn 1 15W 1.00 IWO.W 0.00 0.00 1.00 Mu.(n Assembly :0. 65 Water Service Connection Type 11 Race 1 200 0.04) 0.00 0.00 0.00 0.00 0.0, MO. 65 Trench Safety Systems hump Sum 1 500 1.00 5W.W 0.00 0.00 1.W 500.0. 011. 65 Traffic Control hump Sum 1 2000 1.00 20W.W 0.00 0.00 1.00 200D.0. 312. 65 6ravel backfill Class 'b' for #Ton 1200 4 644.5E 2576.24 0.00 0.00 60.56 2576.2 Trench 6acafill M. 65 Crusneo Surfacing (1 1/4'-) base con IW 14 174.72 2446.06 0.04 0.00 174.72 24460E Course �")ecti Lind Ave SW /SW 10 to SW 12 Contract Number: CfG 076-68 :mtrac'.v Gary Merlin Coast. Lo. Estlote kwoer: 5 Llosino Date: 10/23/83 :tee Bars 0escriotlm T unit Est. Unit Previous previous Tnis This Total Total No. No. - Y Duant ity Price Duantity A int Quantity Amount 0uantity Amount 4. 65 Crushed Surfaclno_ 11 1/4'-) Top lion 6i1 14 60.2a 1123.92 C.W O.W 6).26 1123.i. Course •15. 65 Niscellareous AwNi: Class 'B' *Ton 70 60 43.00 25a0.iN 0.(W O.W 43.W 2`.wQ. Including Paving Asphalt 16. 65 Cold Nix *Ton 30 40 16.30 652.0 0.00 O.W 16.30 A:. 65 Bend Water Line Dorrn *Each 2 20W 2.W 40W.00 0.00 O.W 2.00 44W.0: :M. 65 Restore Corcrete Road.av /Cubic Yaro 2 120 1.50 180.00 0.00 1).00 1.5v 160.0•. :14. 65 Reconstruct Namole *Each 3 700 3.00 2100.00 u.00 O.W 100 2100.Oi .05. 65 Relocate Fire rtydrart *Eacn 1 9W 1.00 500.00 0.00 0.00 I.W 500.00 -07. 65 Water Tie-ins *Loco Sir 1 12W 1.00 1200.W 0.00 0.00 1.00 I:W.W 9T Sub Total 504D&E C $1106992.24 *0.00 *110.952.24 1t 3. S e 110 .99z . rq- t i i i projecti _iro Roe SW /5N 10 to SW 12 Contract N000er: CAG- 076-66 Contractor airy Merlva Cont. Co. Estimate N000er: 5 Ciosing Date: /0/23769 Itts I ^ Descriptica T Unit Est. mat Previous PY"Ious This This Total Total No. r,,. N Quantity Price Quantity Amount Quantity Amount Quantity Haunt SCI£DULE D 001. 30 Asphalt Concrete Pavement Class 5' In 170 28 171,10 5790.60 0.0<i 0.00 171.10 /790. . Including paving Asphalt 002. 30 Adjust Existing Mar/ale to 6rade Each 1 150 1.00 150.DO 0.00 0.w 1.0J 150.(.,. 003. 30 Adjust Existing Monooent to Grade Each L 75 2.vo 150.00 0.00 0.w 2.w ISO.i`. iq1, 60 5" Double Yeilcw Center L.n[ Linear foot 145 0.15 155.00 23.25 1.00 0.00 155.Gi 23.:1 005. 60 B' 501111 White APPrOaCh Line Linear Foot 125 0.3 1R.00 4&60 0.00 0.00 162.00 16.6 46. 60 B' Thermoplastic Crosswalk Linear Foot 210 1.1 207.0D 227.70 0.00 0.00 207.00 227.71 47. 60 16' Thermoplastic $too bar Linea: Foot 50 2.1 46.00 %.60 O.00 0.00 16.00 96.6 60 1' mane Marker Type I White Earn 136 1.5 116.00 174.00 0.00 C.w 116.00 174.0 r 009. 60 10' Yelldm plastic Traffic Button Each 16 11 16.w 176.0(1 0.00 0.00 1&00 OLD AO. 60 Thermoplastic Legend 'Or&Y' Each f 30 3.01) 90.00 0.00 0.00 3.00 90.E i11. 60 Thermoplastic Arrot, Each 1 30 4.00 120.00 0.00 O.w e.00 12v.G. . i t D12. 60 Remove Existing Traffic Markings Loop Soo SOD 1.00 SOO.DO 0.00 O.w 1.00 500.0. , 3 i sl A. 30 petrdmat Souare Yard 1L'w 3 Bb3.00 2667.w 0.00 0.00 49.00, 2667.E �rolect: lard Ave 5Y /SY IJ to SY 12 Contract Rafter: CA6 016-bb intr"M Wry WIIM CMSt. Co. Est tote hugger: S Closing Date: lulalb5 Itee Wrs Description i unit Esc. unit Preyiout Previous Tnis in3s Totai Total No, No, l Quantity Pace Qusntlty Mount Quantity y TYguM Quantity :Cc. 3J Croce Seai irg urear Foot 3W0 614.Du 1535.W D.(�u 4.W 614.W 19a„ I Total SDIEA E D SJ.(ru slJ,146. Total All Schedules 1432.335.6b s300.00 s4i.635. r i i