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Home My WebLink AboutF-288C IT CLERK'S FILE no. f-ate SUBJECT I San LUL. Wispoa Ca::ii'o:'-�.c F 288 ' BE PAID 35 DAYS �YCE Date �,,,",., c_ 195_ ) _. I?Ctrs Obispo: �'�'"' , i9 to certify that MADONNA CONSTRUCTION COMPANY ra for a cmetru s reet Repair Program, Project "H", City Plan No. 8-58 cowliTed the following owuat of w to of Contract, to January 1. 1 , `""` VALUE OF "T�TkL WORK DONE", DMING Tim EJTIMAYE NO, Five l5) VALVE OF "TOTAL WORTS rDOREn P "TOTAL WORK DON£" PREYIGUSLYW� O DATE. ^�M B£PURT Coctr�^ Extra cork & Change Jrdura per a.aached: U"' A,^tirw+ Lela 1O „j "1'nr Lees pi rf"Oa. Con:-ra,•' pnc,.-. 32,955.50 %ut work c(a- plated to date 100 Made by, _ Creckai oy Ayproerd by .,- .4 �`. M-A" as perr 3L:.2d C -gin `Ia q. and F 288 Date January 5, 195 9 City of Sam Luis Obispo: Tuia tr, to cn:tify that MDONNA CONSTRUCTION CQ3PANY Ccntractors far the construction Street Repair Program, iroieet "R", City Plan 140. 8-58 MT,._Wjatsd the foll smount or work from JuiY 7,—�- date of Contra , to January 1, 1 ESTINA'!'E No. Four l4) VALUE OF ��T:..1'AL W= _ I. VALUE OF %TOTALliE OF "TOTALWonDONE3. DLP.TNG THIS DONE". PREVIOUSLY DONE" TO DATE. Contract ;6.472.96 $28,548.25 �i3[ 021.21 Extra Work & Change Orrdo-a per atiached: - - ..$35,021.21 -t'=ac s'al-c _C ^'ace.-zals nn hand" as per _ Deit•:tz.:ni Les- ,v ' "T a,., - 3,502.12 Lena 5,8256L_ Contract ;^Yccr :32�955.50 plated try d-:tb 100 Mad" by UST . F, PAT ESMIATE BREAHWW Psga _cY I__._ CAPhv.CTUR MADOM COMTPQCiION CCVIPAN'= Bate Leceaber 31, 1958 Pay Pstimte No, Four (4) for Project :Street He air ( city Plan #8-5E c A*wa�for each MY avo :rc� _�adNay __nE�xPxza+ . excavation 3313_ rcrrAr. cu d 1.20 3j975.60 Im orted base material 2571 " _ 1.70 _ O,jO__ Portland cement 297.8 bbls 5.50 1 63 ,90 00 Hater f;als 2.40 129.60 Mix spread, co:nract cement treated base _54 [110 _ sq yds _ �O _ 1 022 00 Paint binder 6&JtQ._. y �i _9_- _ Prime cost 7,96 P. 1861.3 _ _°_ _{ 1 " _-10._00 1 6.70 .40 . Tl 2 4l 70.71 _ 'Hi-ris emulsion (seal coat) -l2. _I. snau-- �Ad�t sxis Ling water valve wells iAd�i ust existing manholes to grade A�ust sewer cleenouts to grade - _,Inr,_tall 6", C. I. waterline install 6"-gate valves _'Install 410.gate valve _.. Tie-ins & connections to existing 9. L. install temporary li" water line Inetall 3AII copper services. 18.0 ton each 6 „ 2 690 lin. Ct 2 each 1 E Lump sum Lump sum Lump sum Less 10% Less previews paXmen P 59.90 __900,00 10.00 . 80.00 40.00 240.00 15.00 30.00 6. oo 4,14mo 160.00 320.09.... 159.00 �50.00_„ 1,600.0p .. 300.00 170.00 +335,021.21 3,502.12 31,519.09 is c 25,693.42 AY: V,825.67 - i t . I- Z 6 Y 11 San Luis Obispo, California Date Octehe-6— 195„g— Uty of San Iuis Obiapot This in to eertii�r that,,,,,,, Contractors for the construction Of:- Str.at R.nair Pre"raa P&i—w / 1'h-a "J• t ins comp e o am of-workJ„ 7 �. data of contract, ton,+,.h.r i 295g_. Estimate rammber Thra. (11 X Contract $15,192.15 $13,356.10 $28,548.25 R-It.rs work &--- char,e order" None None None per attached+ Total value of work done ............. $28#548#25 rOW vats of 'materials on hand" as per detailed statement furnished by Contractor............ $ Total of "Vats of stork Dam" and — teriela on Hind........ $ , .z5_.... Deductions: less 1 of "Total Valna of Work Done" $2,.g54.83 Less PDX of "Value of Materials on Hand^ lees of $ Ma—Mrations ........................... Subtotal .................................. $25.693.42 W Deduct previous pOymmt or pepmeota........ $12,020.49 Total amount LQa THIS :a%KATE............. $13.672.93 Contract S 32,955.50 x com- pleted to date t16 x Made bys D. S H and ��2 I V. backed : D.V.W. Approved bye D.F.R. PAT _ESTIMATE LHUKDOWti Cuntrr.Q--�x Madamu Oeaitrup}kum_0omw_„„ Data o 6,.AM Pay i'a�attt tc i,n. _Tbroo 43) _ fer Project ,.. y+. :Sham tx'eaxdvm for each tie ch pry os s are accusaL_TS .J) __...__-- _..__ _______ ____ _ ___ _ _.. _ -. _a 1 DeSUF:it^,IOiP ,Hoadv4Y Excavation Imported Base Material Portland Cement _..�_ Furnish and APPlx lint r� Mix.Spread, ca®pCfe_csment treated base_ggterial Asphaltic .Liquid Asphalt....__.. Juriag seal (xc_2) Plant Mix Surf . P.C.C. Cross Gnttm— UAMTITI DNST Ca Id, �` [Rt1T �:..oT L � L_3 .70 297,8 Bbla iL_ ! 5.110 .gila._�_Tuil4_#_.__._,129a�__ T, 111111 `^may _31g�yO„ 130.40 — 9,731,75 _ _az 397.50 T F i Ft 6.00 4,140.00 ` leach 160.o0 320,00 boh _ 150.00 150000. �„}a640.00 1,6o0.00 .3170.AQ 300.00 170.00 Install 6" xatl:.L1.Al�r.._... Install 6e "at*. FA,!" xith_bosW Install 4" _ate Valyp ad bf6i._.,_. Tie.ins and Connactioga t4_ltlna Water Install Temporary lk Waterlina. _�._ Install. 3/40 Gopw Water.Saraiar._. __.. Less 2_. _ 2 I 0% Rotentic it 2,854.83 � Less frovious ,•.., ��+�_ �._._ - - _ THIS Paj IMATE sent A I �12.020. {i$13,672.933 si � f San Luigi Juim; ,, '•a'.1!•n :;:. Late September 195$__._ mat r, S,u:e '.r.!s,•�o: ih _a is to certify that_ Madona lonat=cti n Corm• �__...�. intrnyHire for th—� c cow;-mAion of: 1..� $tre=t Rennir Pmeram P.oj"t aqa (YY^.e "d")- ri l'r Plan No- ii-58 CC _ 9 eom a �Me fonowiM _wmt of work aiLV 7 ,may—._ de.te of emlt'.'ncty t.^_ v'tilcust 2E __195__ hetla tr Number Tvo (') 'M."', _DURING WZ WNS" VW-ijw.,L- � �Y.!�" 1t' 191S mt Contract jgi373.80 53,982.30 J13,356.10 - J)on�;e Cc\!erf i per attat, wd: '10 tal value o;'r+ork a:`ne.............,.... o1"356.10 734c1 vale- of "":atertale .x) mn•I" ae Per detnd,iacl eta+.emsnt furniehca try f:nntractAr........ .......:., Total of "val,la of nark 110m and _7G,rlale vie i4lndn.................... $ .�..... iedtictional eaa 10 of "Total Yams at' ..nrk ;�na" 61,335.61 -'.gibs of "Value of ''toter,-,. it cm filar i" w .,&V. of Total . -7 = ...... ................... .1ei15 Fl .,. c�lrY. t•.. 1 .1 MW - PAY i-SMATE BREAKDOWN J, Date pay rAw-wote N for Project al4 I A_ .� () Show - - -- - - - - - - - - --- - - for oe:ch - - - - - - - - - -- - - - - - - - are - - - - - - 1. _Lal Yd 1 0 0 O ana I,L,7,, �u VA __2.m_ -2,10..(Lo. ppT ?I;&nJ-&Lxed lonn 6_7'� I-poll-10-- r. U4 in 2 ach yI_ T, 1' TC' T in IL-4 Sat Luis Obispo, California Date..au - ,< . 195L_ City of San Luis OtIzpos This is to certify that C nstru t; x Company _ '=4+..ractors for the construction Oft ';t .�+..4,'1T.:T11--ran ..irni e. ,CHI, city 1,3-an No. 8_C8 _ e oomp a ,< the following amount o_ work drte of contract, to j 1, 11 195 Fatimat. HwI,r.r AArgEZ2) .„ VALUT T ITTM(MIT, foNIi" DUIRING Ti;i3_ I�S,rl A T 7 0E � VALUE OF, ^TOTAI. Woru 1A UI PREVIOUSLY REi'Ol[T�� VAME OF L W, IXif .* T, iy'7Z Contract, ra Toxic &-- Change Orders per attached; Total value of vark done ................ 0, ToAZ value of "materials on hand" Ye --per detailed atetenent furnished by Contractor ................ Total of -Value of Work DOAS' and 1aterials on Nand..................... $. r Leductionss Leas lO of -Total Value of Work Dom," $ Less of "Value of '4ateriela on Rand" f Lees of $ Totaluc one ............................... S �oA.2S %btotal....................................... gt_58h_07 Deduct previous payment or psymen............. $ `lone ".otsl amount DUE THIL F."+MATE................. $3.S2L.07 Contract price i % of work com- pleted to date x "ads by% C}waked Fy:__ e,-Proved b3" .__. City 4nrinaer PAY BSTWTF. BWKDOWN Corr ractor' Madonna Cons .. omn w vatn�1 12a ._____ Page ryo� Pay - :ic;t.le No- oo a (� or Projects 2 P " " y Plan No. 8-$' (Show breakdown for each pay est.ima ts. mantitiea are acounr t.ive ^ Nc.! Ltem QUsntitY Unit Ur1t Coat Total "9- last -mixed 3urfacinn. (Iiivuera� r��(��Q,. 1 It �" Cast Iron Waterline 3O9•QO_ t 2x" Copper services .. _ t TM?I. 3,9 2.30 Less 1C 308.23 27 � - thY"'�{SS fviP.✓.;e, i3,5rdi., 07 28. _ CA LIFONNIA.,_ FORA Or AOREEMW ThIS ACRE?''a'iEtai retie on the 18th day of dune 1959, by and between ttre City of San Luis Obispo, San Buis Obispo o�ty fotn :r., he±ein- sitar called the Osmer, and A. ALIDONNA herAm. ftcr cr,!Ied the Ccntrecta_,. WI TNFs""i"TH1 That the Cunar and the Contractor for the conside.»ticn stated hcrcin agree as follows, ARTICLE I, SCOPE OF WORKt The Contractor shall perform everything required to be performed, shall provide and furnish all of the labor, . terirls, necessary tools, axpendable oquiprenta and sll utility and trsrsportation ser+ices required to complete all the work of constriction of Street 3eoair Proeram. ProSect "H" City Plan No. 8-58 ,. in strict accordance with the plans and spedfications therefor, including and all Agenda, adopted by the Owner, in strict compliance with the Contract _ovueents hereinafter enumerstad. It is agreed that said labor, materials, toola, equipre¢nt, and serxicas shall be furnished and said work uerfor ed anc completed under the cirection and supervision and subject to the approval of the O•anar cr its authorized representa- tives, ARTICLE II; CONTRACT PRICE: The Wner shall Trey the Contractor as full conaide^-a•. tion for the faithful performance of this Contract, subject to any additions or daduetiona as provided in the Contract Docimrents, the contract prices as followat A7PRO%T14TP, ITE,13 WITH UNIT PRICE UNIT IT34 QUANTITY W&.TTEN IN :loos PRICE TOTAL (See next sheet) d'dPRf.YxflA Tf, QTZA ."CITY Imis WITH UNIT PRICE WRITTEN is WCRDS MIT PRICE TOML :... 3,:C0 Cubic yards roadway excavation at . 1np Goll@r.tVejity GeptS . . . . . . . . . . . . . per an YIL 1.20 3600.00 _. 2,310 Cubic yards imported base material in place at .CUe.d.042r Seyepty oeats . . . . . . . . . per cu yd 1.70 3927.00 3. 2%- Barrels Portland cement at .4%e dollars fifty ceato . per barrel 5.50 1562.00 �.> 1lc0 Thousand Fallow water, furnish and apply at ;up dollars . . , forty cents . . . . . 2.40 336.00 . . .. .. . . . . .per thou g�tl 5. „ o Square yards mix, spread, a:d cm., pact camaet treated base material at . Tventy. (Wr ts.. . . . . . .20 1022.00 . . . . .. . .. s per aq yd 6. 3:60 Tens asphaltic paint binder in place at .SiytY. dAlla:s. . . . . 60.00 216.00 . . . . . . . . . . per ton ., ?.•25 Toes ltgnid asphalt (30-1 or SC-2 Mime coat) in place at . . . . . , rprty, do Llars. . . . . . . . 40.0C 290.00 .. ... ... ..... per wn APPF=',Q TE ITEM QUANTIT2 ITEMS WITH UNIT PEACE WRITTEN IN kQMS PRICE mki, 8. 5.10 Tons eurieg seal (NC-2) in place at . io:tw u44rS . . . . .. ...... ... per ton 40.00 204.00 9. i, 630 Tons plant mixed surfacing in Place at . srvenjy. cP4S . . . . per ton 6.70 11,256.00 1:,.. 5.30 Squr.^e feet of P. C. concrete cross gutter in place at . . . . Seyvv Sly. aerSs. . .. . .75 397.50 . . . .. . . . . . . . pia aq ft 7 21..30 Top asphaltic emulsion (Hi -Vise) seal in place at . .fifty. . . . aP4837s. . . . . . . .per ton 50.00 1,065.00 _ ':%- Tans granite serseninga (firs seat coat) in place at . Jell .. . doJ.lors . , . , . . 10.00 1,710.00 . . . . . . . . . . .per ten ...-. 18 Adjust existing wa'lber valve wells to prada at .TB+tdplJars. , . 10.00 180.00 ... ... ......each _... 1- Adjust existing mamhols to grado at . F'prty.do'lar3. . . 40.00 480.00 .... ....... ,each ... 2 Adjust sewer eleanouta to grade at . , riftepr„O�IlRrs. 15.00 30.00 . . . . .. . . . . . . asch APPROIL96TE ITEKS WIi9 QIIT PRICE UNIT MN M.X.X QUAN= WRITTO IN WORDS PRICE TO -AL 16, 690 Linear feet six inch (6") oast iron motor pipe, furnish and install complete with fittings and appurte- rrnt work, in place at :'ix dollars 6.00 ; 4,140.00 per livear foot; 27, 2 Six inch (6") gab valves, furnish and install, cosp3 to with valve boxes and appartananees, in place at One hundred sixty dollars e• $ 160.00 ; 320.00 18, 1 Four inch (4") oats valve, furnisL and install, cosplste with valve box and aypartmnncee, in place at One h+.mdred fifty dollars $ 1$0.00 $ 150,00 1% L,mp man Tie -Ace and oomrctlone to e,dstifg water lines, AuTdsh all materials for and make all connections, com- plete in place for the sum of :�Lxteen hung-ed dollars lap sum $ 1,600.00 20, I&asp sum Oos and one quarter inch (W) texperary water line and connections to existing motors, furnish all materials for and mahe all connections, complete in place for the sum of three hmdred dollars Lamp sum $ 300.00 21, Lump sum Three quarter inch (3A") copper ser- vice ]rose, furnish all materials for and make all oomections to replica two (2) existing 1. pipe services and tie in two (2) existing copper cervices, complete in place for the am of On- h+sir d seventy dollars Limp sum $ 170.00 'LOYAL CF ALL ITEMS 4 32,9k -_0 Payments are to be made to the Contractor in accordance with and subject to the provisions embodied in the documents ^wade a part of this, Contract= Should any dispute arise respecting the true value of any work omitted., or of any extra work which the Contractor may be is red to do, or mrpecting the :size of any {.v5, nt to the Contractor, during t4-rforiance of this Contract, said dispute shall be decided by 'ne Owner and its decision shall be finals and core.lusive. ARTICLR ill, CahPOtiGNT PARTS OF VIS CONTRACT, The Contract consists of the following documents, all of which are as fully a part thereof as if herein set out in full, if not attached, ns if hereto attechedc 1. Notico to Cortractors 2. Proposal Requirement_ and information for bidders 3. General conditional Specifications and Special Provisions 4. Accepted Proposal 5. P1 ns o. Agreement and Honda ARTICLE IVz It is further expressly &greed by and between the parties hereto thct should them be any conflict between the tens of this instrument and the bia or proposal of said Contractor, then this instm:aant shIl control and nothing herein shall be considerod as an acceptance of the said terse 0' said prOPCse1 conflicting herewith. IN 41TNkZS WHEREOF, the partles to these presents have hemunto set their hands this year arxd date first above written. CITY OF SAN Luis aBISPO contractor A. :MADONNA ATTESTS city clerrck��t CITY OF Sk:B VJIS OBIM Sun CF CALTBJRNIA NOTICE TO CONTRACTORS NOTICE IS HFRF.FY GIVEN Tfi::T the City Clerk of the Citv of San Luis Obispo, State of Californir, will receive sealed bids at hie, aofficce iina e City Halle 990 Palm Street, on at which time they will be pu lie y oPml d end road aloud, for per.or.urg work in said City es follows: In the City of Baa Luis Obispo. California. reconstruct streets and construct waterlinen ,.t the locations and to the diasnsiona as shown on CITY Pl.h HU. F-58, iTR"T RUAIR PR06RAM* YRCJiM*H". About 0.75 of a rills In length. BIPS P.ECF..IVxD i.FT7A SAID TIME lJU NOT BE CC'1SID;R57. All of said work to ',e done at the Places an+ in the particular locationst of the forms) sizes, and dimensi-onsi and of the mnterialsj and to the lines and grades and at the elevations as shown and delineated unon the plans, nro- files and specifications nade therefore and approved by tje City Council on Ma= lq ie;g and on file in tk.e office of the said City Clerk and tow ch re erence is hereby expressly made for a more particular descrip- tion of the work to be done and for further particulars. Hid shall be submitted in sealed envelopes# which shall be plainly ■arkod said an street Repair Progr". Project "h•, Ci.y Plan No. 8-58. Copies of the documents may be obtained by depositing 65.00 with the City Clerk for each set of the Contract dommonts so obtained. The amount of the deposit for each set of doom. onts will be ref,mded to each bidder or in- tended bidder who returns such Flans end documents in good condition within ten (10) days after opening, of the bits. Reference is hereby :ads to Sectior. 7600.1 cf the San Luis Obispo City Municipal Code entitled "Preference Given 2esid nts"j defining conditions under which Contracts for such cork shall cr awarded. Bidders are hereby notified th,t purculat to Section 1770 of the Labor Code of the State of Calii'ornisj the City Council of the City of San Luis Obispo. California has ascort::ined the peaerol prevailir.a hourly wege rates in the locality whcrc this work is to he nerforred for once crrft or ,�me o: wcrk-.nn or mechanic needed to execute the contract vilich rill be. nwi,riud the successful biddor. -B. The prevailig wage rates ao determined are as follows and are subject to change: Carpenter '•375 Cement Mason 3.30 ,.abor�r ( general or conetruction) 2.68 Operators and tenders of pneumatic and electric tools„ vibrating machines, and similar mechanical tools 2.89 Asphalt Raker, Ironer or aprraier 2..89 Cement Dumper ( on 1 yd or larger mixars and handling bulk cement) 2.89 Concrete curer - Impervlous awmbracs 2.87 Cribber or z�horer 3.04 Flagman. 2.b8 :owderman '+.04 Septic tank digger and Inotaller ( lead man) 2.83 Laying of all Non-metallic pipe, including sever pipe, drain pipe and underground the 2.99 Making and caulking of all non-metallic pipe Joints 2.87 Tsrman and Hortarman 2,73 Air• Compressor, pump or generator Operator 2.93 A �rcntice Kngineer and Oiler 2,93 iklplosder - Wheel type 3,17 Truck Crane Oiler 3.17 A -Frame or Winch Truck Operator 1.41 Hydra Hammer or similar type oqulpment 3.41 Power 6oncrete saw operator 3.41 Heavy Dv.ty Repairman 3.71 6kip Loader Operator (Hough or similar type) 3.,71 Pavement Breaker uperctor 3.71 Power sweeper Operator 3.52 Roller Operator 3•52 Tractor Operator -bulldozer, tamper, scraper & push tractor 3.71 'lrenching machine operator (7ft depth capacity) 3.52 Motor Patrol Uperator 3.81 Tractor Operator - Room attachments 3.81 Tractor Operator - crawler type - all types and sizes 3.81 Trenching Machine Operator ( over 7 ft depth ctpaclty) 3.81 Universal );qulpment operator ! shovel, backhos ., dragllne) derrick barge. elamahell, crane or pile driver) 3.81 Drivers of Dump Trucks of leas than 4 yda ra ter level 2.83 Urlver•s of Dump i'rucke of �• yda but lea# than B yda water level 2.86 Driver a of trucka leg&I payload capacity less than 6 tons 2.83 Drivers of trucks legal paylo4d.capacity 6 tons tc �.o tone 2.86 Drivers of tr&na14-m1x trucks- under 3 yda 3.07 Drivere of transit -mix trucks- 3 yda or more 3-21 water truck Driver - under 2500 gala 2.89 Water Truck Or ver - 2500 gala to 4000 gale 3 01 Water Truck Driver - 4000 gale an! over Che wart races fcr any olasslficecion not listed Sn the foren31+,; echedule of hourly wages., will be;t o preval.l.ing ,awea for 9u:•c nark -C- The foregoing schedule of hourly wages is based upon a. working day of 8 hours, The rate for overtime work shall be at time and one-half and double time for legal holidays. Forty hours shall constitute one weeks work. Each bid shall be made out on a bid form obtained from the City Clerk$ City of San Luis Obispo$ California. FILCH BID SHALL BE ACCOFIPANIED BY A CERTIFIED CHECK, CAST{IERS CHECK OR BIDDERS BOND MADE PAYABLE TO T;E ClTy OF SAN LUIS OBISPO FOR AN AMCUNT CKOR EQUAL TD TEN (10) PERCENT OF THE pFi0UP7T OF' THE BID$ SUCH GUARANTY TO Bc' FORFEITED SHOULD THE BIDDER TO WHOM THE CONTRACT IS AWARDED FAIL TO ENTER INTO THE CONTRACT. The City Council of the City of San Luis Obispo$ California reserves the right to reject any or all bids or waive any informality in a bid. All bids are to be compered on the h:.ais of the City Engineers estimate of the quantities of work to be done, No bid will be accepted from a contrretor who has not been licensed in aocotdance with the provisions of Chapter 9, Division III of Business and Pro- fassions Code, tions ma ens � be seen$ and forms of proposal$ bonds$ contract$ and Specifies- y be obtained at the office of the City Clerk$ San Luis Obispo$ C=lifornir. The special attention of prospective bidders is called t"Proposal Require The and Conditions"$ annexed to the blank, foo the rm o£ the proposal$ for full directions as to bidding$ etc. CITY OF S.4N LUIS OBISPo VA TE CIT'i CLE?li -J. In The Superior Court of The State of California In and for the County of San Luis Obispo AFFIDAVIT OF PUBLICATION No...... ..-_.............. IN THE MATTER OF THE CITY PLAN NO.8-58 STREET REPAIR PROGRAM, PROJECT "H- ............ - - _............................... STATE OF CALIFORNIA, x. County of San Luis Obispo I am a citizen of the United States and a resident of the County aforesaid; I am over the age of eighteen and not interested in the above -entitled ..__...... MATTER ........................ ......_._____..; I am now, and at all times embraced in the publication herein mentioned was, the principal clerk of the printers and publishers of the SAN LUIS OBISPO COUNTY TELEGRAM -TRIBUNE, a newspaper of general cir- culation, printed and published daily. Sundays excepted, at the City of San Luis Obispo in the above named county and state; that -.._NOTICE TO CONTRACTORS. of which the annexed clipping is a true printed copy, was published in the above -named newspaper and not in any supplement thereof on the following dates, to -wit: .............. JUNE 6, 1958 that said newspaper was duly and regularly ascertained and established a newspaper of general circulation by Decree entered in the Superior Court of San Luis Obispo County, State of California, on June 9, 1952, under the provisions of Chapter 1, Division 7, Title 1 of the Government Code of the State of California. I certify (or declare) under penalty of perjury that the fore- going is true and correct. (Signature of Principal Clerk) r'JN : 7th 58 Data_.._.._ ....__... _._....-_... ............1 19...... 6.11 H ppH N H � A R � ;gyp � � lo� � � I � � I 11 i ♦ z � I I I iy I O G II nv ro �' e I I II r. I I I tl I 1 1 � I tl v C. b H � s xv �n bu t= C H tv } c Y [ tz CO� O 4 K: M H 6 MN t n H 10 Myl n �IV n H � r e z i d 1 r PROP 0 8 A L TO THE CITY COUNCIL OF 711 CITY OF SAN WIS IM O TT Uic IASIGIM declares that he has oorafu33y eumined the location of the Proposed cork, that he hziv carefully examined the plans and specifications, that No, ne, read the accompanying irstructices to bidders, and hereby proposes to fvrrdah all materials and all the work rxluired to coaplote the STREET FFPAIA PROOR4"!, PROJECT ^fig', CITY PIAN iIO. 8-531 in a satisfactory working condition, in accerdence wiLi ;a:" Plane, 8P0cific8ti0nS and special provisions, fcr the unit price set forth In the fnlloaing schedule: APP CXIMIE 1:":2"17S WAFT 31UT PRICE UNIT ITM QUGNTITY WRITTEN I:i wn7nn PRICE IK)ML 1. 3,000 Cat. yards lay eacav ti^a 'at xf ` '.�. 1 oa ft z/. 3a �`39oa. 2. 21310 Cubic yards isp�ted ,�aa0 material �.J' per en 3• 284 Portland cement atv er. d/o 41V� . . . . . . per barrel. L. 140 Tho,:Sand 03.1008 water, furnish . -'braced=v,sve'e . . . . . . . .. .. . . . . .Ier thou gal S. 5,310 Square ;cards eda, spread, and com- pact�axap: trweted�se material at �fi A� ,4' 3. . . . . . . . . . . . . . , per sq yd ~:J.3o /o�33.eo 6. 3.60 Tons espisltis paint binder in placo at . . . h: ? . per ion 7.25 Tons liquid asphalt (SC-1 or SC-2 Priime cost) in pl�ce. at . . . . . rv:fyF�� ..I'zrs .... +� . . . . . . . . . . . . . per ton a!r'S.°O 3;2 APEItUUMV TE ITV[ QOAWTITT ITEEMS WITH UNIT PRICE 'quTTEN IN FDFWS PRICE TOTAL 8. $.10 Two caring seal (Nc-2) In pla a ¢t • '"�f/ • '•�� V^!/4/.%. per• ton �i�iS oo 9. 1„680 Tom plant �U! in /¢ PlAco of .ail moils % . �thfS per ton 10. 4m 320 Sqi re feet of F. C. caw to er y t r•in -e ce at . . . . . . . . . . . . . • . per e4 SY.O. 71.. 21.30 Tons asphaltic em•_an (R:i-visc) saga, in plyce at. f, . 'boo."' �8J.2.•• .�rton 22. 171 Taal granite screenings (i'ina seal coat) in P,g�e . • • . .per ton 4/0.'o K/7/O.°o 13. 18 Adjaet adating water valve vella to•gra* at hh it . •Y�f� . s, .. . 114. 12 Adjust jt�n aqp to !redo at . `Y'� •�I w�ch 1S• 2 Adjust clea'*'/7� atQh . . . . . . . . . . . . Baer A'A$-, o 43 o e APPROXIFATE I=�27 . _TIT:. ITEMS %TTA UNIT PRICE WRITTEN IN WORDS UNIT ITEM PRICE TOTAL 16, 690 unasr teat six inch (6") cast iron water pipe, furnish and install Complete with fittings and appurte- nant wort, in place at - per 12zear root�G•2e i�2 j�ao 17. 2 Six inch (60) gets valves, furnish and install, complete with valor boas ad ageyypyrrLsnsncan, in place T.ve,vAy oath M ib, 1 Four inch (4") Gate valve, furn.aL and lostall, complete with valve box and appurtenances, in place at �Fi�Lr��, f:.-'7 19„ lump sum Tie-ins and cotmectlons to sxiatiTw water lines, furnish all materials for and make all conventions, cm - plate in plane for yhe sum of Owe Zi;..jo,7g"Z tee Te.Z Fve Limp suns t2jz5." 20, burp sum One and One quarter inch temporary water live and eonneetione to exiativg motors, furnish all materials for and make all connect=ors, a:splete in p]aoe for the sum of e• "Z7 ��.a4'r✓a lID3p b=' $i �.f 21- la .p Unm Three quarter inch (3/4") copper ser- vice lives, fumish all materials for and male all cctvactions to replace two (2) existing 1, pipe sezviws and tie in two (2) existing copper services complete in place for the sum Of�r�.��r Fro 'e%4rIgmp aura .23S ea TOTAL OF ALL ITEMS 1-43-713 ,ho undersigned furthor agrees that in came of de£ ult�in e�eeuting the req.:ised contracts vi'h neceaasry bonds, vithin days., (not incluejug Sum,), attar having received n ic^- that the contract is recdy for a-gnatezcp the p ,,needs of the check or band am mpanying his bid shall becor: Ilia pmper4 of UO City of Sam Luis Obispo^ Ucensed in accordance vith an act praviding for the repistietion contractors, License Bo. //G �O -_ SICS %un OF S i (If en i-ndividual, as state. If a firm or coper'" rehip, state the fire me `.s and r-ivo tco names of all i�d vidual co-partners composing the firs' If corporutten, state legal aamo of oorporetion, also amens of presidents r=c^etarr, treasurer, and manager thereof.) f e,2 Susiaese adasoss ✓✓ SCOTT AND WILLIAMS AGENCIES St RETY DEPAaTMENT SANTA MARIA, CALIFORNIA BOND NO. F1 HARTFORD ACCIDENT AND INDEMNITY COMPANY Hartford, Connecticut to Srxa C.,,) PROPOSAL BOND Know All Men By These Presents, That GJIDO 0. FERINI, P. Cl. QC 1,02, 50TA RA?IA, CALIFORNIA as Principal (hereinafter called the Principal), and the HARTFoxo ACCIDENT AND INDEMNITY COMPANY, a corporation created and existing under the laws of the State of Connecticut, whose principal office is in Hartford, Connecticut, as Surety (hereinafter called the Surety), are held and firmly bound unto CITY OF SAN LUIS OBISPO, Sa wis, MISPO, CA...IF(R IA (hereinafter called the Obligee), •in the full and just sum of and equal to ten Percent (10%) of tha amount of bid as submitted by said principal - - - - - - - Dollars (E - ), good and lawful money of the United States of America, for the payment of which suns, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. Signed, sealed and dated this lhTH day, of JUNE 1958. Whereas, the Principal has submitted a bid for Street repair prceram, Project "E", City Plan No. 8-56. • Now, Therefore, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the Obligee in accordance with such bid and give bond with good and sufficient surety for the faithful performance of such contract, or, in the event of the failure of the Principal to enter into such contract and give such fond, if the Principal shall uav to the Obligee the difference, nor to axrwrl +k..—u. t,_---c t-------- — - " • ' "' STATE OF CALIFORNIA t COUNTY OF_-.[. _-:"._ ... •On this dayof.JNa-.. __._in the year one thousand nine hundred and. ._F r?Y-uIGH:__.... ., before me a,g'ItiQaa ,) _ TILL .......I a Notary Public in and for said County, residing therein, duly commissioned and sworn, personally appeared.....AlAl _ . CJ._.:::,j1.1A.MS_.._...__.._. knoasn to me to be the Attorney -in -Fart of the Hartford Accident and Indemnity Company, the Corporation described in and that executed the within instrument, and also known to me to be the person -., who executed it on behalf of the Corporation therein named, and _. he . acknowledged to me that such Corporation emoted the same. 9n- (R ibl"A- WAeA4, I have hereunto set my hand and affixed my Official Seal, at my office, in the said County, the day and year in this certificate first above written. My My Cka" sbn ffopnes Ape. 29, 1962_.,, ,, ; Q y .. f.,� { d .. ........ "Cottvnission will Bopirc. .. ... _.... ._ ..._--.. .. .. a'^�•" •TV(.yT,a ... c..+. M Nrur fa ra rAwtr. cw , • • P R O P O S A L TO THE C1Ti COUNCIL OF M CITY OF SAN LUIS OBISPO THE UNDERSIGNED declares that he has carefully examined the location of the Proposed woa•k, that he has caref lly examined the plans aid specifications, tli t be ham read the aeampaaying instructions to bidders, and hereby proposes to P�mxsl: all materials and all the work required to complete the STREET REPAIR PROORA"i, PROJECT "E", CITY PLAN No. 8-58, in a satisfactory working condition, is acca^daace with said plans, specifications and special provisions, for the unit price act forth in the following schedule: APPRaIMTE IT243 WITH UNIT PRICE UNIT ITIM QUANTITY WRITTEN IN WORDS PRICE MUL 1. 3,000 Cubic yards roadygy. excavation at . • • . . . . . . . . per OD ft• 1' SC ,a, r00 • 00 L... 2. 2,310 Cubic yards imported Luc gaterlal in place at T 4C '�'^-•'; . A•t�Cg S. . . .. . . per Co. yd 3 /0 7,/H• Dv �. 3. 284 Homes Partland cement at 1: ' . per barrel q-To 7.r'9rY•:�` b• 240 Thousand gallaam water .and apply a . • . .... ... .... per thmn gal 1. x.f 17s'Do" 5. 5,110 Square yards mix, spread, and am - Pact cement trued base material at c°::Y.: : .::• : : . . . .. . .. . . , per aq•yd •., j Z, 197.30 6. 3.60 Tons in plans sasppLaltiR ;pdat:b� o .aw,r9R5. . ... .. per�tan 3r s cy.5 7.25 Tons liquid asphalt (SC-1 or SC-2 Prim. cost) in plasm at . per ton i • • APPRMIV TE IMS WITH UNIT PRICE I - 4UANTITY W3ITTEN IN e0 RM PRICE TML S. 5.10 Tons curing seal (MC-2) In plane ate f c V: M•r•'•. 7. �L•: °:�: '�s. per ton 77.75 371•01z 9. 1,6,'Yj Tone plant mixed surfaciOg in glace at •DS"ti A.Ri ... . . . . per ton 1 10. 44" 5'" Sq; ,rs feet of P. C. concrete Dross gutter in place at . . . .. .. . . . per eq fL .7° 371. 111 21..30 Tans eephaltic smulaion (Hi -vise) �.. seal in place at :' a.�,7r�,g0,a;•....a�: yfq.zP ..per ton of. J; 12• .71 Tuns granite scroeninga (fine seal eoat).in place at F. r= s : • • • . . . .. .. . .per tan 2.3. 18 Ad�vst eristina water valve wells to grade at i4.11V.ry k i • . • . .. .each is:J J40-00 1h. 12 Adjust e3Lating manhole to grads at f'tiX Mc' i V./If 4 np.."tzs . . . . . . . each St.ca �t0 o. 0n 15. 2 Adjust sewer clsanouuts to grade at .-n•�*Y.at-4 v, 11 ... . . .each i<... Go on APPROXIMATE ITEMS WITH MiT PRICE UNIT ITEM ITEM 9UA..NTITI WRITTEN IN WOMS PRICE TOTAL 16, 690 Linear feet air inch (6") coat iron water pipe, furnish and install complete with fittings and spporte- nant work, i8 place at E 1 6 N T .. a_A Ni/,ao t06 gs $ fee $ S, S10 �- per linear foot 1't, 2 Sir inch (6") Site valves, furnish end install, oomV3 to with valve boas and appurtenances, in place dean$ J.iO''yu 3CL'J(J 10. Fos inch (4") Gate valve, furnish and install, coeQlete with valve box and appurtenances, in place at "uE n:." _� "E" A.-.- Nipao )I". aRS as $ fz0.Ofl $ /.2C'oo I;, s m Tie-ins and ooeeactione to existing water lines, furnish all materials for and sake all connections, cm - plate in place for the sum of CNa $iJ;N lamp am $ COL LOO M S dR5 20, :; sms One and One quarter inch (1}") temporary water line and connections to existing motors, furnish all materials for and make all concoctions, complete in place for the sum of '"£ ... VAL-a a....L'.]"' lamp b m ��( •p0 21, .u:;q sum Three quarter inch (3A") copper ser- vice lines, furnish all materials for and make all oounecticros to replace two (2) existiN pal. pipe services ar:d tie in two (2) existing copper services, cc=,lote in place for the sun of r - R...I. Lump eve $ 3S3 • e o I MAL .F ALL ITEMS 4 V mi-• c m 3• u z Rho vnde:sigacd further agrees thrt in case of de ult inle$eeuttig the regerimd co tr ct, _`h recassary bonds, (not ;:naludia.g Sunda;;), after haft received r_ctice tLac the oontraat Is mmcW for s:gratu::e, the .rocee3s of the check or bond acompaaylne his bid shell becoca the pmpee'y of 2Fs City of San Luis Obispo. :sensed in ercordase vith an sot providing for the registration of con e2cto:`e, I•ice^as Noo 9So—.— +41161 Peiq all CattmCa C1AM SI(WP.TURE CF BIMER DO KO p/jf mGNT iralvidusl, so state. If a firs or copar tme 2'.iip, state the fits =a^e Lill ,-,:vo 2.u' o r—s of all jadivldual co-partr®rc cotposina the fine. eox?o-•atSon, state legal :-=* of oorperctton, also mac of president, s-'eretary. trers_ror, end narAger ti:ereof.) DA-ED JUN 16 195, 19 +tllp PIdK nl CMft" 1N1 GMW _ ADOKO %r2E 5. DEN-'__,�•�,•�� AWL 7RAILI� N iR3 a¢i �"IerT_C�. ,�omc2•=C_�_,,TRd AS• PC is. k G ?rs,!o 32.4GA, GAL M. dW;IfR°$ Knew 411 mend try these Pr»rtnntn biA,yT,ADTT)Cc" I-TTy rnY*!A"''A ..c,�i ,� n�>w.y_`Got111�.,).��stT:nlf�it ..__....,_.-...�..Y.-......_._..___..._.._......��.{_....__�': Ar: epn w tho 'A.\:1 ryT `t�-'f MA�._l L. .._l.._T•" (lee 1 1L'- fert ire d?Gv,�Tnev, {t.1 1iUCGRl9e5re. e,3i Nt:A`t' -r Y.f]xh i/YV'1P^•..- >3,.. rr"IT ifV tfo `Y nP. 4� ry `.nA .-;urmAlve' p,:r ....i, 111 n-1 W.. Ai 1_.•. ..t .Y A%Yh_. ,,.�d5!M:.t-.r1Y1 tf ,. if '��.' -.nl 'I Pvcr 1 •..1 .. .at .Y.YI�'• hat � t • ,tr. at rti " lih.txlar i .. r r:-. ,. 41f!'7 •rTn� /, p".n.G<9nitlRj �. +"tee trtw SLlit`: vrc.^ per „�t �. r, ••.e',! t- ♦ri ..rfY ,.,I `•Bt' ':1.';x Aire `.I , lod xnn, ,psiy. eYi'11 duty nertet 'm4 V.- I- a r;xi•rs:cr f, "'Y v'Ui r 11 0, 1 y1 A11 nareir-ute And U:ffi b'11 STATF OF CALIFORNIA ss. COUNTY OF COUNTY OF SAN LUIS ORISPO - f On this. ._. Ibth __ ._ -.day of __Juno „_ _.. _ ___. in the year one thousand nine hundred and et`tp-e ig'^.t_, before mc.. BETii-i ROY ....___a Notary Public in and for said Cou -ROT and State, resid- ing therein, duly commissioned and sworn, personally appeared EDyDND R. ROnY , _known to me to be the duty authorized Attorney -in -Fact of MARYLAND CASUALTY COMPANY, and the same person whose name is subscribed to the within instrument as the Attorney -in -Fact of said Cor- poration, and the said EDWND R. ROT _. acknowledged to me that he subscribed the name of the NIARYL\\D 1. \SU; LTN' COMPANY as Surety, and his own name as Attomey-in-Pact. IN \\ITNESS \\HF.RLOP, I have hereunto set my hand and affixed my official seal the day and Near in this Certificate first above written. y V'..lan' Pu NiF In nnf I r miJ l mmh nrJ.ilur.- A/N L ntrnwvm Expieu_11—Zit-58 YROYO3jLL REQUIRI' UTO FOR 3" LUIti OBISPO 9&—WORRIA FOR FROACT •Ro CITY ?LAM MO iuff t45R P R O P O S A L TO TbE CiTy COUNCIL OF THL CITY OF SAN LUIS OBISPO ME U:IOE&UCW declares that he has carefully examined, the location of the -'r*PCred ma•Iy that hom e hsn Carafo-Ily axined the plans and specifications, that tee has read the acccraparvning instructions to bidders, Sad hereby proposes to furnish all materiels and all the vcrk rmoUired to complete the STREE" REPAIR PROGPPW, PROJECT "H", CITY FSAN Diu. 8-58, in a sctisfactory working condition, in accordance e_th aaiC plans, s,-K:cifia. tY o:,s and spcaial provisions, for the writ price set f=U, in the following schedule: A!'Ii10111%W ITEMS WIa3 UNIT PRICE CTUT ITiP1 QUAIRTITY WRITTEN IN WORDS PRICE Yi:24L 1. 3,COO C '_4 G v 2. 2131.0 Cubic yard^ a�r4fi.a1 n.%Placo �t L _c< r :e44u.; 7e S�/1 % ,r t"!;;X4 J per cu yd w 3. ' 2f %err 3s ? ,ee�'vn�acL at acre S�i4�psr barrel 3" 9 I k. 14o Thousand, gall water :�� .: •thau ,2 . per gal 5. 5,110 &quare yards�mmiixa,, Spbreeaaed, and cam- e pact,. tt": `:1 ."�'1 ¢ ; .material �� 2 f' • : per sgJyd 6. 3.60 Tcas asplsltpe place at: t4�y a? . . . . . . . . f. per too 7. 7.25 Tons liquid sspb&lt CSC-1 or SC-2 pa •e 14�. 7ztat 4°. per ton 6PF'H=7V TE ITPXS dITl UNIT PRICE LT-12 QUANTITY NSITTKR IN hD RAS MULE TOZ-1 _ _. 9. 5.10 Two cv e ( <y;Hi ':�.. place At Z' o° �' e4.°� 4 per ton 9. 1,660 PkonsPlant Vin< in Z�per 90 // $.i6•j9 G 10. APIIM SSOSquare feet of P. C. concrete zxovla=397 s° . pm' B9 h _.. 22.30 Tour asphaltic es,y�� ( a>al to aw °= place ... . . . . . . . par tan 12. 171 Tans granite eem-m nge (fire seal ° = eopa�}� SnQzp`Lfso��r�1�4F, ac /�7/0. .. .. ....Partin 13. 18 AdZaat ealetgr�est ,valge wells to 'al x C•M-14- o� grace at � . .u. .. . .., :.:::each i,. 12 eilia?o�'z. Le °•a.� 00 4g0, a� 40 fJ .. �taII l . 2 Adj at•�� . ... aooh /� APPROX MATE ITEMS VIM UNIT PRICE L M QUANTM WP.I:W .fir' WORDS UNIT ZIM4 PRIME TOTAL 16" 690 Liners feet six inch (6") cast iron rater pipe, furnish and install complete with fittings and appurte- `est york, jp p}eoe2clat - per�c oo 17. 2 Six inch (6") gate valves, furnish and install, c=glate with valve boxes sad gpP�u"` n�qe as 18, 1 Four inch (4") Gate valve, fuimisL and ins W11, complete with valve box a _ anpes p at 13" !WW &M Tie-iw :1I =—,Aotitna to existixk- water liac3, .furnish all materials for and make all emanectiona, com- Plate ' for Lbs. of, . �dLu- on Jymp nun 3-ZiEfL...- 20; 7rLTV sum One and Oss quarter inch (l e) temporary rater line and ocrmetionu to existing motors, furnish all materials for and,Bmbaka allclogruraKoze, T� Cmey OV �ftZCIs ": Lures^ a= 21:, 7=PP sun Throe quarter inch (3/4") copper ser- vice lines, furnish all materials for and make all oormectims to replete two (2) axistin� gal pips sarvic03 and do in two M ax-fisting copper service , occ ete i p es'fur ' vn�.., sum of %b�'�'e}� �p SUM TOTAL ur ALL 11 W w4e,ajSud furtucr sixes teat in cane of lX It ?Its^t-a c"-Lrcct, with necessary boarir within Su (-:a'�1:eicP,iug Sundn;,-)s after having received notice that ;c_ oontr•:ct is rer:.f for a gcaturc, the ;) 'eceds of the check or bond acemPon:i*Z, hjA his sip::.? beer:: ii;e properiy of tLa City of San Lida Obiapo. ::.Lcenecd in accordance -ith an cat providing for the registration of coa'.:.rctc'^sr Lieenee 5I=TURE cF BlmvP._ 124&"/ =_J:�o 3u' (If eu iroirid:.a1, so Mate. If a fine or ^opar:rc-_a:d;:, rate th_ firs ra^o n:xi E;.vo too Hasa of all in�ridua] co-partners eoc:.ur the S?�a. If r. corporation, etata legal L-.:ao of corpara:ticn, alrso .rsc of pL'eci(:e=::., cce.:tz r:', trcacr_er, and M nager thereof.) Bid cur Propuml Bond The Travelers Indemnity Company Hartford, Connecticut (A STOCL C'o"ANY) u u, nw„ xi . o.r.a ms.. KNOW ALL MEN BY THESE PRESENTS. That we ......PMDONIM CONSTRUCTION COWANY ........._�_.._................................... (hereinafter Bled the "Prineipal'J. as Principal, and THE TRAVELERS INDEMNITY COMPANY, a corporation incorporated under the laws of the State of Connecticut, and authorized by the Laws of the State of California, to execute bonds and underitakings u sole surety, u Surety, are held and firmly bound unto._.��_y: '.! O _ ._4XAA-5,P40. e..... _....... ........... _....... ...____.___.......____.. ........... _....__..._....... ..... _.......... ..... .... ...... .............__....................)_......_._._...(hereinafter called the /"Obligee"), in the full and just sum ar..�r 'ale {�.�7�.of v...�•E".rf.� 6 Dollars (t......... _._........... ....), good and lawful money of the United States of America, for the payment of which sum of money, well and truly to be made, the mid Principal and Sourly bind themselves, their, and each of their heir, executors, administrators, sueemsems and essigu, jointly and severally, firmly by these presents. SIGNED AND SEALED AND DATED THU-_------ _._,•.-GF..�-day of --- 61......A.D. IS&F THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Obligee shall make my award to the ----- according to the terms of the proposal or bid made by the Principal therefor, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of mid proposal or bid and award sad shall give bond for the faithful performancethereofwith The Travelers Indemnity Company, u Surety, or with other Surety or Sureties approved by the Obligee; then this obligationshall be null and void; otherwise it shall he and remain in full force and effect. IN TESTIMONY WHEREOF, the Principal and Surety have caused these presents to be duly signed and sealed. Wittnm: __..._.�. 1W.911"NA-..0 0N..CQMPA=... _.._(SEAL) ...... ' ........... ._-�=f/e ... ........................ State of ss. County of 7 On this �.� � day of June , 194'e, before me permnolly came to me known, who being by me duly sworn, did depose and say: that .. t r. Ativerey(s)--im Fact of The Travelers Indemnity Company, the Corporation described in and which executed the foregoing instrument; that knows) the seal of said Corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by authority granted to - in accordance with the By-laws of the said Corporation, and that signed name thereto by like authority. -- (Notary public) O,r, My apmra"ar, eaplres_—__-- _ June 16, 1958 The following bids were received by the City Clerk and opened at 3:00 P. M, for STRE T REPAIR PROGRAM ^H^, City Plan Fo. 8-58, 1 - Valley Paving & Construction. Co. Arroyo Grande, California. . . . . . . . . .$ 44,013.42 2 - Madonna Construction Co. San Luis Obispo, California. . . . . . . 3 - Guido 0, Eerrini Santa 4aria, California. . . . . . . . . C F 4 k 4 PAUPOSAL MQUIREAKNTA FOR BAN LUItl OBI3i'O QALIFQRNI.4 POR ST'AtE� I�Li��P�n4�*( P90Jk;CT 'H' .ems C.ITX PLAN NQ., BSA JUNE 19i i N D E $ Page "ioiice to COntrsctcrs . . . . . . . . . . . . . . . . . . . . a `_'ection 1. Propx=l . . . . . . . . . . . . . . . . . . . . . . . 1 Section 2. Scope of Work . . . . . . . . . . . . . . . . . . . . . 2 Section 3. Control of Wo;k . . . . . . . . . . . . . . . . . . . . 3 Section 4. Corts•ol of Materiels . . . . . . . . . . . . . . . . . L 'ectiou 5, legal Relation & Respunedbilities to the Public . . . $ Section 6. Ptosecation and rogr=3s . . . . . . . . . . . . . . . 6 Sec±,ion 7. Mos&um--Ymt and Payment . . . . . . . . . . . . . . . 7 3M:ticn S. special Provisions . . . . . . . . . .. . . . . . . . 8 LoctLon 4. Quantities . . . . . . . . . . . _ .. 7 Section 10. Materials . . . . . . . . . . . . . . . . . . . . . 10 Section 17.,. Description of Work . . . . . . . . . . . . . . . 11 Section 12. Conat"ction I)PU L•a . . . . . . . . . . . . . . L Section 13. Insurance . . . .. . . . . , . . . . . 73 Proposal . . . . . . . . . . . . . . .. . ., Eldders Bond to Aoeon�srV Proposal . . . .. . . . . . . . . . . .. IL.'�;.�-.... _wr, ,. �< e a�, s.warv�;�m.�.� nat°.,� �e..mr< „t�u.�o-•t.�yg`a'uaou CITY OF SAN L'IIS OBISPO STA".'E CF C&LIFORNIA NOTICE i0 CONTAACIORS NOTICE IS HEREBY GIVEN TFi:-T the City Clerk of the City of San Luis Obispo, State of California, will receive sealed bids at his office in the City Hall, 990 Palm Streets on liuno 16 10 vs to o0l o•AjM2 g' fit• at which time they will be publicly opened any. road aloud, for performing work in said City as follows: le tns :Sty of ca luia woiu>L, �,.litclrr", recoaatrw m 6Greet6 taC oons6ruci r;,t uaa% •t tM 10OZZWiu and &o idr 41"Onalone me shown an " X ra .a "U. IT; • YiaYJt49C •!1•. About 0.75 of A mils In 102Wth. BIr6 RECEIVED AFTER SAID TIME WILL NOT BE CONSIDERED. All of said work to be done at the places and in the particular locations of the forms, sizesp and dimensions, and of the materials, and to the lines and grades and at the elevations as shown and delineated upon the plansp pro. files and specifications made therefore and approved by the City Council on and on file in the office of the said City Clerk and w r nce is hereby expressly made for a more particular descrip- tion of the work to be done and for further particulars. 'i1C ?- ! ao :Tu ml;c^t in oe, led onv*lepme. vftah sh:-11 be plainly marked "did on ,.troet a:;•alr Yre rTM, xrojeo` *M•. iity Olen go. 8.16 Copies of the documents may be obtained by depositing $5.00 with the City Clerk for each set of the Contract documents so obtained. The amount of the deposit for each set of documents will be re.funded to each bidder or in- tended bidder who returns such plans end documents in good condition within ten (10) days after opening of the bide. Reference is hereby made to Section 7600.1 of the San Luis Obispo City Municipal Code entitled "Preference Given Residents", definin¢ conditions under which Contracts for such work shall be awarded. bidders nre hereby notified thct pursun-"t to Section 1770 of the Libor Code of the State of California. the City Council of the City of San Luis Obispo, California has cscertc ined ;he eenercl urev,1i1irg hourly wp-e rates in the locality where this work is to be performed f.:r epch or, ft or type of werkr.^n or mechanic needed to t,x0cuto the contract chich vill be awo.rded the succeseful bidder. Pi The prevail.ig wage re.tes so determined are ae follows and ere subject to change. Carpenter 3.375 Cemen: Mason 3,30 Laborer ( general or construction) 2.68 Operators and tenders of pneumatic and electric tools, vibrating machines, and similar mechanical tools 2,89 Asphalt Raker. Ironer or Spreader 2.89 Cement Dumper ( on 1 yd or larger mixers and handling bulk cement) 2..39 Concrete curer - Impervious membrane 2.87 Cribber or cihorer 3.04 Flagman 2.68 Powderman 3.04 Septic tank digger and Installer ( lead man) 2,83 Laying of all Mon -metallic pipe, including sewer pipe, drain pipe and underground the 2.99 Making and caulking of all non-metallic pipe joints 2.87 Tarmen a=:d Hortarman 2.73 Air Compressor, pump or generstor Operator 2.93 A.,preatice Engineer and Oiler 2,93 3kiplosder -- wheel type 3�17 Truck Crane oilar 3,17 A, -Frame or Winch Truck Operator 3.41 Hydra Hammer or similar type eoulpmenc 3,41 :'owes Concrete saw operator ",41 Hea'+y Duty Repairman 3.71 Skip Loader Operator (Hough or eimila= type) 3�71 Pavament Breaker Operator 3.71 Power sweeper Operator 3.52 Roller Operator 3.52 Tractor Operator -bulldozer, tamper, scraper a push tractor 3.71 Trenching machine operator (7ft depth capacity) 3,52 Motor Patrol Operator 3,81 Tractor Operator - Boom attachments 3.81 Tractor vperator - crawler type - all types and s1zes 3.81 Trenching Machine Operator ( over 7 ft depilh capacity) 3.81 Universal Equipment operator ( shovel, backhoe, dragline) derrick barge, clamahell, crane or pile driver) 3.81 Drivers of Dump Truck# of lose than 4 yde carter level 2,81 Drivers of Dump ,rucks of 4 yde but leas than 8 yde water level 2,ati Drivers of trucka legal payload capacity less than h tons 2,83 Drivers of trucks legal payload capacity 6 tons to ',i tons 2,86 Drivers of tranalt-mix trucks under ) yde 3.07 Drivers of transit -mix trucks- 3 yde or more 3,21 Water Trucx Driver under 2500 gals 2 r water Truck Dr ver - 2500 gale to 4000 gnls 'i 0i. 'rater Truck Driver - 4000 gale and over 3.13 The w.+ge rptes for any clsealfloatlon not listed in the foregoing, n ,. et!,6,e :,r h:,urly wngee will be the prevailing wages for suck, work. _C The foregoing schedule of hourly wages is based upon a working day of 8 hours. The rate for overtime work ,hall be at tine and one-half and double time for legal holidays. Forty hours shall constitute one weeks work. Each bid shall be made out on a bid form obtained from the City Clerk, City of San Luis Obispo, California. EACH BID SHALL BE ACCOMPAPIIED BY A CERTIFIED CHECK, CASi,IERS CHECK OR BIDDERS BOND 1,1ADE PAYABLE TO THE CIiY OF SAN IUIS 6HISP0 FOR All AriOJNT ECUAL TO TIN (10) PERCENT OF THE, OF' THE BID, SUCH GUARANTY TO BE FORFEITED SHCUt.D THE BIDDER TO WHOM THE CONTRACT IS AV$RDED rAIL 90 ENTER ILM THE CONTRACT. The City Council of the City of San Luis Obispo, California reserves the right to reject any or all bids or waive arty informality in a bid. All bids are to be compared on the basis of the City EnFineer's estimate Of the quantities of work to be done. No bid will be accepted from a contractor rho has not been licensed in accordance with the provisions of Chapter 9, Division III of Business and Pro- fessions Code, Plans may be seen, and forms of proposnl, Ecnda, contract, and spceifica- tions may be obtained at the office of the City Clerk, San Luis Obispo, California. The special attention of prospective bidders is called to the "Propoaal Requirements and Conditions", annexed to the blani: form of the proposal, for full directions as to bidding, etc. CITY OF SAY LUIS OBISPO DATE CITY C•, Poi i. U; }lxa C1t7 i;lerk of the'wil- -. 71 r,n Rrec';va sealed oitla at fntr nffi.ct be ;.iC 'cal'+. d -:vt r atp alv, 23 u, -'click t. ��y __. a t`:,;g '�b.ST"x�e nc: ilr' ,_:;,�. 1 = i+ a a --.,! r Civy Irk. J't'i',.['.ti.;L it}4 i'll.i. 13C' u B. fiiC'"'6AL leORK. All proprinals resit be tmde upon. blanform w to N;_runcd :r+5m e dty L�ng:ceer nt his oir ce it: Vht, Ct-: o San Liis tli';.xpo All proposals must ri'. the prices propo ec+r t-cta ill -.r:-i tins anr• fxg+:res; and mist be signed by th.-oldderr, with his sdareaa if '-re ;+royosal is made by an f-ndivlduel, hie ma.-e and post office a:idreas must be shorn. I< mde by a firm or pertnershlp, the base and post�offiee aedreas of each n..e:d-er of the fi -j or partnership must be sham If mede by a torpormticn, the proposal must sham the name of the state wider the lave of n +e_'t the co.^peration we chrrtered, and the naves, tltlee, and business addressee of the president, secretary and treasurer EIMER'S GOARANTY All bids shall be preeerted under scaled cover, and ,ha12 be accwpsnied by rot-tified cheek, castlerx check or biddars bond made payable to the City of San Luis Obispo. fcr an amount equal to at Least ten percent (1%) of the au•,owit of said bad, aM NO BD SHALL HE COtSIDERU UNLFSF SUCH CU MFIED CNLCt CASHIERS CHECK OR ➢Ii 1 a E _ 43' TW S_. ifli^�Che outsadi of the emvei.ope rontafning the bid bha-rl be t-lerrly marked fib �Alid�R.i.11WBit K1LtK:�: Walk 610 91Lg.Ylact_I4--SO$8_," D NEI'UHN OF HILUEN'S GUARAMIES :t thin ($ f- aavu after the award of L6e frontris L, t e '!4y�rP ram. W_li re Cirri the pnopose7 Ruarantlea aetovlpanyutg such of ttce proposals Wh;eb are nog to be considand in necking the award A'il other proposal guaran tree mill be hold untdl this .: oatract has bean finally ezacuted, after which 614y call to "Canted Lo the reepattiva blddera Whose oMposate they seeuapaay d bC.ITHALT HONUS 'Dice Ctntrsctar stubI furnish two gc«d end sufficient, bonds r'.e^h n �iie enid fiords shall be executed to a eur equal t- at toast ors - half of the contract prate Dom of the said bonds shallruarentea the faithn'l. pn rfarsiarice or the said contract by the Csemtmetet. and the other o!' the said bonds %hall he furnished as required by tits terms of on set of the Cegtedature of thus ',ta to of California entl tied "Ar. act tt• "cut- the payop.t of the claim: of pt,raom employed by c<attrsetors upon puhllt vorks,, and the tlaima of persxi* Wh" :Lr nieh materials-. supplies, femme; Lmplamente, or rlathinery ,land or tonsursed by surh contractors in the perfor+ance of such Workn, aid prearrlbing Una tit ties of rertaln public offirers Wa th reaps-.!: thereto , A;r. Wad ffiay L01. 1919, as a .rdn. t-n Fc;n of bond required may !)e e . the n'.ftca of the City Clor," or espies will be furnished; if dosired, to prca. ectivc I:Idders. Whenever any survey or sureties on any such bonds, or on any bonds requited by law for the protection of the claim of laborers and material have become insufficiunt, or the City Council has cause to believe that such surety or sureties have become insufficient, a demand Sr, writing may be made of the Contractor for such further bond or bonds or additional autety, not exceeding thnt, originally required, as 1s considered neeessery, considering theextent of the work remaining to be dine. Thereafter no payment shall be made upon such contract to the Contractor or arpt assignee of the Contractor until such furtLar bond or bonds or additional surety has been furnished. F, R JECTION OF PROPOSAL CONTAINLfi ALTk:IiA TIMS ERA5UPI' , OR IIiRF%S InT Prr,posal may be rejected if Uley show any a teratlom a ors, addition not cal led for, conditional or alternative bids, incomplete bide, erasures, or irregularities of any kitd� The right is rearmed by the Council of the City of 5an Luis Obispo tw! reject any and all proposals., 0. A4RU Or CCNTRACT. The award of the contract, if it be awarded, will be made wi th fr. ��deys after the opening of the proposale. R, F7IMMOA OF CLVTFACT. The Contract shall be signed by Use successful bidder and returned, together with the contract bonds, within L3nl days, not includuhg ^..allays, after the bidder :tea received notice th :al }: ti t�Lrset ham been awarded. No proposal shall be considered bindinf; upon the Cit until the execution of the contract. Failure to execute a contract and file acceptable bonds sa provided herein within J3A1 Zan days, not includir,;: Sundays, after the bidder has received notice that t:•,e contract has been awarded, shall be just cause for the t,neulment of the award and the forfeiture of the proposal guaranty.. 2 F7Ll:fI:1FT2U:I OF' P1A;'S SPECIFiCA ZS O:"a SrF:CIAL 75tCi!!5!U;:; Ate.:;: SITE OF MOR6. e b dder a require to eaxm care y the cite of awed the proposal, plara, speciricatiora, and contract forms for the work conteaplated, and it will be assumed that the bidder Iwo investigated and is aatlefied as to the sonatinas to be encountered, as to to character, quality„ and quan, titles of work tc be perf:aneed and materials to be furnished, and as to Uie requirements of the apecifioatione, the special provisions,, and the contract, It is mutually agreed that submission of a proposal shod be :vnaidemd prl.:a facle evidence thet the bidder has made such examination. 1=2 :eid contract .'p._: 'F^- rs :^. .r, 47!e ,. rm .., ineGnn or n. c�•:,-..ase th, !. ,p 4 6Y: df tv or to ""i'`A Portions oI the v;r...l. =.s _._... ._ rem - or ex},4ient�by tIa -ity .ay„irxeer Neq ^,A onforealen Vera will t•e cl.eesed De taus '. ... `. w.ri rr_' •c r,or,.. ?1 Ny gv of the vnri"n :.'.ens or „r ).tos.; for w:`'Le:`. '..._ _ :.a a 7::Ie. price. !• C itl t S vl all do nc ra'ra 'acrk a:L f " 'QPUn V 1 n on;er f:.',n the ';'-`:;,^ F..i.,:�r. °.:. ...ch er r. work t.A Contncrc_ cull r crive },.:Tent is nrevioL, j, egre d .xtt ir. wrl t:sf, or he shall be A 1 on fc: a acco+ant.. <rxeo e•f lstI,d1 epooe Of oil atrctvris,det.ia, nr'o L'.or obe Cn:etiona of any char.r'or to the conetnotdon of time project, if and as ruqufred Lr the. City tn„inser.. The Contractor sht:-1 rom a and dispose of e'.1 tries deci ..eted by tl:e City Fngixk.er ac obatructipns to the pruptr c`�Pletion of the work E F20.L CLEANSM; UP. UFon cumFlrtien and before mak;ng application for accept`ance of work, the Contractor shall clean the street or right of wa,V , borrow pits, and all ground occupied by hin in connection with the work. of all rubbish, excess materlsls� temporary structures and equipment; and all parts of the :+ork shall be left in a neat and presentable condition F EQ,.IPKMT AND ETZOW11 The Contractor shall furnish ell equip ment, incl.:ding power afic!inery-. iotor veticlee. hend tools and appurtenances to effect public safety, nocessary to the satisfactory completion of the contract. The Contractor shall provide cxmpetent superviaoij, skilled and un skilled personnel as necessary to perform all work under the contract. Ibe City of San ln_is Obispo shall ihrntah no mech=ice. eq.apaent or personnel for work under this contract. 2 1 *TiOF 1. C:;.,4'ML of wnxe A- AUTHORITY OF ME CITY VIrINEER. 'Me City Engineer shell decide any and all quee one which mayarise as o e quality or acceptability of materials furnished and work performed, and as to the manner of performance and rate of progress of the works all questions With trine as to the interpretation of the plane end speerflcational all questions an to the acceptable fulfillment of the contract on the pert of the Contrartori and ell quest:ons as to dlaima :. compensation TheCity Engineer"x decision shall be final and he shall have the executive authority to enforce and make effective such teeislons and orders am tim Contractor fails to carry out promptly B YLANS It is mutually agreed that approval by the Cicy 4iglneer of the Contractor's worklnr plans does not relieve the Contractor of any responsibility for accuracy of dimension@ and letups and that the Contractor shall be respon.. Bible for agreement end conformity of his working plans vi th the approved plane and epeelficetions C CuNkOWITY ,rM PIA35 AZ ALLOWABLE MIATION. Einfahed constr-uction in all cases shall cod orm vith the llneet grades, cross -sections, and dimensions shown on the approved plena Deviations from the approved plans. as may be required by the exigauies of r-onetruction, will be determined in all case* by the City Engineer end authorised in writing U CCOtCl AT10:1 OF PLA.5, 6PEMICATIONS, ANB SPECIAL PNOVISI0'1S The specifics .Ions, the plane special provisione. ano'a uupp3nmen to ry documents are essential parts of the contract, and a requi cement octurru:r trr ontr r r'A binding ea though occurring in all They are tntendeG to be coope»tive; to dereribe, and to pmv ids or a complete work Plans shalt govern over special. cations. special provisions ahell govern me, both specifioadons and plans. L INT"ERPRETATION OF PW5 AND SPECK:CAAIJOM Shouldit appear that the work to ba done., or wetterelative thetato; to not sufficiently detailed or explained in there sjwlfi_atione, plans. and the special nroviaicrM; the Cor tractor shall apply to the City Engineer for suchfurncc- explanations ae may be neceaaa ry., and shall conform to such explanation or intorretation as part of the contract, so far as may be consistent with the inta::t of the origiral specifications. Tn the event of doubt or question rolct'_ co the r+ meaning of the specifications, reference ahsll 'to made to tht City courc:i, wi.oeo deal elver the neon shall be final.. In the event of any disercponr; ,-�-,l e-ny t�::;r ar 1 J+.. ,,Free w-ittcn tlicmeon, +.ho fives shall he te: cr sal corre<`. a r:: n. e, T.t t n .... :':6I e, .� t:,es m ^ -^i L- _.:m., r7 1U. or :LF:a 4r .tom a.' tl" urIf '., ix '<'OpE k_S.Cee L. el �7cne tame b:• the tit/ Fe•. r u : AiI eryerrea irr_ur-ed in .:.y s ab. ^ .,: ti been n.=: �d w, tho,..t c. ; .• tut:• Ority aasll be raid by the yCc ric & I ^'UTTOtI. T:re City r noer'shell at all times have acccas to, the war}: d,vs y easel=ir t:.:;r., oze s'iell be f'urnlshed with every re.,zonabla facili:Y for *Genie LninZ fulaa :crc»rledte reapeetin�: the progrete, workman:-fo, and char,._t€r of motertela izc:3d ara3 employed in the work: Whenever the Contractor vAriea the period durirf which work is carri%d on Caen day, h., shall give due notice to the City Engineer, tc thit proper in- spection :ay be Frovia•.'. Airy wor!, done in the absence of tl:e City Eni^r~ will ba suc;,ect :o rC;ec lion I e ir:apaetlon of the work el al not relieve the Contractor of ary of .,, auli;;atiniz is fulfill the contract as preaeaibed. Defective work shall be :cede Goad, oral r_ d'.v tebls materials stay be re_Iacted, notwit7_'tonlirg the fact that such defective woo: said u:auttable :iotcrta Ls have been previously ovw:r:oeked by t:Ie City Engineer and accepted or estimated for paynent- Fro,Jecto flnarcee in whole or in part c1 th State furwia StAl_" be aub;sc is to ire pect.lan at ell timaa by the Otrectcr of public works, or his a".nzs i 1OMU OF DF?ECTTVE AND UNAUTHORIZED MAN All work whlt'h is eofective In i:s cone true lion orde ici sail. s any o" the requiremento of thess specific., done a' -all be remedied, or renewed and replaced by :he Contractor in an accept- able merrier, end no compensation w-'1 be allowed for auch correctloi Any work done beyond the lines and F,redea a? own on the plane or es tab lished by the City Engineer, or any extra work done without written authority will be conaidered as unauthorized and Win not be pedd for Upon failure on the part of the Contractor to comply forthwith with any order of the City Lopineer made under the provisions of this artiela the City Engineer shell have author!. ty to c:.uee defective work to be remedied,. or rerxrved aid replaced, and unauthorized work to be removed., and to deduct, the coats theroof from arty mondea due or to beoaant due the Contractor. ,7 FTNAL INSFEC'i IONJ whenever the work provided and cmitenplatod by t.re r.:oatra^t er.+�ll� ha+e-bean satl afae tar i ly complete and the 4)nal tleenirµ .yp for•*ec� the City Engineer will make the final inspection SEC?lON tr Cffir7R01. Or !Wi'E?SAIS t SAWS A:.D TESTS At the option of the City Enginear, the soun.z of aupply'of each of the ,y teriale shall be approved by the City Aigineor before delivery Is started and before such material 3 ueec in the work. 8epresentc Live preliminary samplea of the character arxi qua:: ty prescribed shell be subs tted 1r, the Contractor or prodm or of all materials to be rued in the witr. for tasting or examination as desired by the City Engsneer. All testa of materials fn.^n.ahnd by the Contractor shall ar rs.r'e In. accordance with com•oaly recognized 4tand-rda of national orgenlzatlwa, and such special Tethodn and tests as are proac:gybed in these apeeificaticr,e: tale Contractor shall furnish such samptcs of materials to are r;... quested by tie City Wlneor, without ^har,,e Ne, matericl shall be user'. It, has been approved by the City fagiwer Semplee wall :,a aacured and '. ,,'.Od whenever neceaerry to deteirdne the q�xlf;,y of material. D iEbECTP'E't+T&WIZ- All tirterl.ala r4t comfor...ing to the miu': •. r manta of �;l: sae r�eci`.±cn tictiers shall. be e--naiderad cs defc: tiveand all .:. metorlala., erarher in place or not, shall be T-e}ac cad a:::1 R'.:s 11 to mr:ovr! immeliat.el.y frrm the ei:.e cf the work -rlccv ctlun:s,• an ,.. ,::.;i t*a<I 1•; t!:• :-.,:,. Enr,Irmer, No reloetod net:+_:als,. tho do,.en tx c: :n.lcr ;.e :,jai a. , ecrroctsC., ah a:l. be used approved L v, t:!sg by .' c t,;t.a SECTION 5 LEGAL RELATIONS AJD RISPO.;SI➢iLI1IFS -:0 SHE HiPLIC A LAWS TO BE OBSERVSD. Zia Contractor shall keep himself filly i.n. formed of all existing an Lure State end Rational laws and all municipal ordinances end regulations of the C1 ry of San Luis Obispo which in any manner effect those angered or employed in the work, or the matorials used in the workt, or which in any way affect tip conduct of the serk, and of all such orders aryl decrees of bodies or tnburmle having any jurisdiction or authority over the same Refemr cs is hereby made to Lucsl Ordinance •10. 147 '4ew �)erlas of the City entitled,. "An OrdinanF enforcing preference for the employment of raaeldent leborers performing upor, ."ublic +corks in the Lu(.y of San fails Obiene, de.flninp, condltions undar which Contracts for such work shall be 3warded," effective on the 12rh day of February 1931 ➢ ALLEN L0.90R The C:rntractor elallforfeit as ptna.lry to the -rty r:f San Lute C•,inpo ++oilers ($10,0CI for each alien knowingly erployed thr executim of the eontrect, by him or uy any 4ubcontractor under hi-, on any work here n mentioned. for each +-elandar dew, or ponaon thereof C-,or'>if w::. .. sUzh al'.en is perrutted or requited to labor in vtclotien of the F-GI, of the Labor Code and in particular, Sections 18SO to 1NSc th�n=.r." .. .-r ROOKS OF LAPOR The Contractor sill forfn; t. -.s t>cr.: +.. .. .,< of San Luis-UbraPn. �Srn Ltilers ($10 CO) f r .. .ch lah^or+::r., emplcyeed .n the execution of the co; tract ti c-m or cr ac} himupon au of the work h. rein mer:tionM '_c,zr ei,cI. �ry , amid lauurer, wortman, or mechentr :e roct..:1 t-4 cr ire,.„C r, zed to )-bar pore _. eigh± (el hours in rlol,ation of the prc it-:,ro of the Lshcr ,0(4z, aid n :, ::7- r�_rlar, Seetiau 18,10 to 1816 thereof, inci:s: rat P . JJ'A_LIN' Ktt,-'E The Cantrtc'%r a .,... °ou ". -,i y !o ncc „y of San Latm` 1ePc mh hors ($I(; %) r :SE. rn; ..a. wl- s: r.,aor pnflo:; m:d Pcr eucr. ;:slsndar day or i1`0r� h, . .._ ..- ner:._ra^ is laid less than the v^!.r..n rat ir: ... i:.ag ig.. .., „zipu It, tr<'I for- any work done under at tr n: r. .,:, 3;unrorlr.r tar ur.^le•r him. in v c'_n m o` the z...a•, n ti era^f, , ,.. . uE .Sx> qit )+i + ad Lt` .rt✓ Yk. Carpenter Cement Xaeon Laborer ( general or construction) Operators and tenders of pneumatic and electric tools, vibrating machines; and similar mechanical tools Asphalt Raker, Ironer or Spreader Cemert Dumper ( on 1 yd or 'larger mixers and llaadling bulk cement) Concrete curer - Impervious membrane Cribber or Shorer Flagman Fowderman Sep Ao tank digger and Installer ( lead man) Laying of all Hon-metalllo pipe, including sewer pipe, drain pine and underground tile Mslcing and caulking of all non-metallic pipe joints 7arman and Hortarman Air Compressor, pump or generator Operator A:rprentice Engineer and Oiler kiploader - Wheel type Track Crane Oiler A, -Frame or Minch 'eruct Operator Hydra Hemmer or similar type equipment. Powe:8 concrete saw operator Heary Duty Repairman skip Loader Operator (Hough or similar type) Pavement Breaker Operator Power Sweeper Operator Roller Operator Tractor Operator-bulldoter, tamps!, ecrsper 6 purb tractor Trennning machine operator (7ft depth capacity; Ao3ior Patrol "perator 'Plact:cr Operator Boom vGi:annme'ate ractuk ;.Veratcr crawle .r rrze - ai:i l joo F, a;.1 «ag hachine Cperator ; over, 7 ft uep-, v�vgrrri o 4�.]iprwent vpnretor ( ghpv9;. Bar y-, �, ir,�rl4r.ei 'e,i'g'a al r"ut-e. ci rv.',. ,_lvt aga . - S-2.. 3�375 3.30 2.68 2.89 2,.89 2..89 2:87 3.04 2.68 3.04 2.83 2.99 2.87 2.73 2.93 2.93 3.17 3.17 3.1al 3 41 41, >71 3.73 3.52 1 52 § 81 t t)i i a ';j All others, at the then prevailing wage paid In the vicinity of San Lvta z,nispo_ Overtime - one and art aslf (ld,i tines the ahcvs rates S:sidaya and Holldsy� - double the above retca E bOWZT/C '-A TF.WAIS Oeiy soeh unnanufarcured articles, materials and m:pp its ae ;nin Lcen mined or produced In the United States, and only a,ich marufas Aired �rticlee; materials aM siippliee ae :..eve bean msnufact:bed xi the United States, subetantlall.y all fray ariacles etatcria.La and aupplies mined. Produced, or as manufartcred, as the rcae may be, Su :.he Una Rad States, shall be izaed the p rfarlwes of the contract in accordance with the pro. visions of the 'Huy American Act, Section& 4300 and 4305 of tha Ooverrmert Code. Any person, firm or corporation who feiis co comply with the provi- r,:iore of the Me•- &&all nor, be awa.,:,A. miy contract co whic: tit&, ace a,Ixl., a cr w jx . riod ct t:zreo years fas new of violati=z +' TABOR DI3CR!Kr.l7AiI0t' No discrimination shaT: IK; 7x C;: in -t,o se:z:t of forks because of the z•cra, cola- . ; c; !., n r.t' „_ l' rtrecra and ever, cart!Oetar rT pvbl�c wori;.8 "Ci.9. .. a 31'.>':St '.. su:,;act to all the -,emLtteu-•eccned ray r. vicist:-s of . o,.:e.c 7:_ 3r _.:cariazie with UO pr.avic:ms el Saet:.rm -,_. ..f h• , a:..- RECISTHA:10:1 CFO ZzRP.CSRS Ael *v :amcr. s _ 's, ear ern e'aL.. ono I r�:ansed it stc n... ,cc•. wi'.i± th. prr, .t to a c ...;;'.1w. :II a" .he B'a+L'..es0 en' 'rofeseiora CaLr.. ., TWITS Alb,} :. ,a.11. rt:� .n e.- .. It ris,xaz =�._y E. ., za 3, ..tvi .. :,,� • . _ ... the m:e arvi la. fu3 i rouccc-t,aa a7' L,r •• 19; .,I: ..n r+P„ r. .n^ >ao cS ,,,. to.4x< ;-tai , exi;i canon.,'0 V:-r. ... . The ontractor shall furnish, erect, end ma-n, in such fences, barrlo.�s, lights, and signs as are necessary to give adequate waraiug, to the public at al, times that the rood or street is under construction and of any dangerous Pon- 9itions to be encountered as a result thereof, and he shall also .-rs.:. Hush :,::dng and directional signs as may be furnished by the G3 '13 B1= FOR IW UGE<. The City of San lads tea.^; a,^a^er, a m7 notbe answerable or acr.,. � h'- ,.;+, that may happen to the work or any port. _. rcmed in performing the work.- 7:.. J CTOR'S RESPONSIBILITY FOR WORK. Except na :. d a forms acceptance o the Varil by the Ulty Gouacil, the the charge mmd care thereof and shall bear the risk of injury o; .. pert tYaavNC by the action of the elements or from any cause, whether er.s.ir from the amaution or from the non -execution of the work. The Contractor stall rebuild, repair, restore, and make good all lujwdaa or damages to any portion of the work occasioned by aoly of the above sasesshvfors final acceptance and shall beer the expense thereof, except each Injuries or lopes occasioned by acts of the Federal Government or the public enema. M. Thj Contractor shall be responsible for faulty materials or z:e� t .✓:i�:::. _ end shall rerdw3y any defects resulting therefrom appearing vithin now yeer £r:;m :he completion of the project and shall pay for my damage to other work reralt i.ng therefrom. N. NO PERSONAL LIABILM. Wither the City Council, the City Engineer, nor any other o er or au or aseistant or agent shall be personally respo"S le for any liability arising Vint the Contract. N. RESPONSIBILITY OF CITY. The City of San Lus Obispo shall not be held resporsible for the care or protection of any material ar parts of the work prior to final acceptance, except as expressly provided in those apoeifications, SECTION 6. PROSECui,.Ota & PRCORLSa A. SUBLETTLNG AND ASSIGNMENT. The Cont_raotor shall give his p^rsonal attention to contract and shall keep the work under his control... Subcontracting will not be recognised as such, and all persons angeged in the work of oonatr;ction will be considered an employees of the Contractor, and. their work shall be subject to the provisions of the contract and epecifiea., tt ans. Where a portion of the work sJolet by the contractor ie act being pra. secu'.ed in a mumer sat;-sfaot.ory to the City Bneinser, the subcontractor shall be removed irsced:ately an the requisition of the City Engiamer and shall not again be rnployed on the work. The Contract may be assigned only upon-wrlttan consent of the City Council. B. PRO291ZS OF TM WCM ANC PltEr FOR CCMPLER?CFI. 'Due Contractor shall begs worgc TEN 1—fin ia'm a receiving notice that the contract hoe been n}-Vroved And diligently prosecute the ace to completion before the expiration of "� __x ��. ) ooneeeutdve days (Saturdays, Sundays and legal. holida �Sud di�ate of said approval. C. CFAAAC:.=.R OF WO.caSNE:It If any subeentractor or person employed by the Contractor shall fail or ran a to carry out the direr Amu of the City Engineer or shall appear to the City Engineer to be incoapetant or to act in a disorder- ly or improper manner he shall be discharged irmediately on the requisition of the City Engineer, and euah poreon shall not age7n be anployeed on the vork. D. T.970RAB.Y 5USPE27SIO:I OF LC.4K. The City ikgiaoer shall ivava the authority to a woo or parz, for such period as be •asy dean "; c:= nary, due to unsuitable weather, or to such other conditions as are considered ;nfavor- able for the suitable prosecution of the work, or for such tier sa he "y dam neoeseauy, due to the failnw an the pert of the Contractor to oarr; out ordo:a givan, or to pain)= anT pioAsi.oaa of the e:ork. '_"he: ConY'Ttotor c'.-s A. its-adiste:y oboy such order of 1a City Fnginear a&. ahnl not ma—tt the wo. t until ordered in writing by the City Shginear. E. TIME OF LV1 LETSON AND LIQUIIATED DA:'MES. It is agreed by the parti.se to the amttrec a� caao au vis woric called for uwar the contract is not completed before or upon the expiratim of the time Unit as set forth in t`utse specifications, dame;® will be su:ttmi.aed by the City of San Luis Obispo, and that it is and will bo imprxcticel. to deteusdse the actual dazoes which the City wi11 sustain in the event of and by reason of such delagi and it is them fore agreed that the Contractor will lay to tha Cite' of San Luis C'.nispo the am of Fifteen wlla.tx (1 .O0) par dsy for anc n day and e-er3 oldie delay esyoend the time preeet3bod to eca*l.e-te tl:s Zorki and the (+ntrcetor agroar to Ay such 7tqul;fated etexu,^•;sn as herein ;)rovideeq moot is ooss the saga are .;ot peid, t..nt tine Cut;;.• ei `icr. Iasi -a abispo :..r.,y dod^,ct t!e asov.:t °hor:of fro: c.rr due or that ray booms jhua the Coutrsetor under the contrut'. a!-s.a., .. ..m Gv ^nMPo¢ �r—.. �. � .�� ..�..tAaj3,.N✓�, �...>mtlwleuenY3.„ Ix. if z tt.;:r t,rea3. chat in care the work called for tarter the Contract lu a ..yJ ate: W, tetx d Jz: all parts and i^tqutMserts within Use tip spec::= :...e i v '.,i!I:W:.i 8`!all hp', f.'-A rl,+,Lt taeetwnd the tines for c,.anplutloa or :x `.. :,a :rat ;celn, t, -.sst • .: ar,rve to it rc+rest of to Cityi crd if i r, t'aoldas to t ,�a 11:,it for the ecnple iicn of the eor:..ra.:t, It sJrll further have .11c ^;',wY- :.ua c,`:are ;-,e 'ka th`Inrtneetor, hl.e hennas aaei{r:ae Orsnretiea; 81x3 :o dad...; t ::?:a:, the final ra-,,.:an is for the t:rskr Rii or air prrt,, as it may does proper, of ate act al coat of a::gireeiing, inspection; sunerintanrle:re; and other overfaad expar.sar, vhieh tre directly chargeable to the contract,, end which accrue du=r:'.: the period of sack ixtension, except that the coat of final survays and pal tr. ratiai of fi.inaleeti^4te shall not he included in such charges - The Contractor shall not to aaaeaaed with liquidated damages tar the cost, of onginenr-ing and i+iapection dnrtrg any delay in the empletion of the wank: caused by seta of Cod or of the public ensap; acts of the City,, fire, floods, opideisics, quarantine restrictions, strikes, freight ambarpoes. and .asuaually severe weather or delays of subcontrac Wire due to each causes, pro -- Tided that the Contractcr stall within thn (10) days from the beginning of any sunh delay notify the City liagiase.r in writing of the c,arnoa of delay, Thu ahal_' alcertein tee facts and the extent of the delay„ and his findings of the facts thereon shall be final and conclusive r 51WERS104 Or CO[J^rRhCT if at any time in the opinrai of the City CouiciL the :.vas' tractor heir fa ed to supply anadequate wo0cIn; force, or auterial of proper quality; or has failed in any other respect to prosecute the work with the diligence end fetes specified and intended in and by the tent of the contract; notice themof in writing will be served upon him, and should tie neFlett or reibas to provide means for a sotrafactcry comp Liaree with the ccr`-aete ar d.lracted by the City 4winmr, within the ttme specitien rn such notzoo, the City Ccuacil in my such ease shall have chapewer to auapand the ope:vtnan of the contract Upon receiving notice of such suapeneiat. the Con.- tractor shsli dl.e::ontlnas said work: or such parts of it as the City COwxtl Tray deeignata Upon awn suapenexce. the Contractor:e controlshall teivunate: arts thereupon the City Coui v or its duly authorisad representative may tska povseasion of all or ary part of the Contrscenr'a eateriaLr tonla, equipment: and appilance upon tiie prfanises, s:.d use the sass for the purpaee of ceetpleting "24 oncrsc t„ and hire each farce and boy such adds tional tnrt.ana la arvi supplies at uie Cantroctor's ecpense as aa+y be na,eaeary ter the ;moiwr oondsct A the work, and fat the comn.iettm theasfi or arty ostploy other Fwrtiaa to parry the contract to coepletion, eeeploy the nexsaarr workman, vubstltute, oth.rr machinery vt materlali- and ;,r haao the materiels non6rrcted far, it, sivb +wrnzr " taw ataL de % wr lily n,.:. ai.J wnq +cr,r:ui n+ cenr•nl :}r +say +nti e7ne W, .rk If .- r 6w r. .. . V tars••.. .. >rer errs ah. r+. • ;� !:t.ra a r.-icv wb.11 '!• .,;ear - ,. .+se t- n+.evr un wr,e will ::f ltr�+...+ am.i:x :r *.�.. �; , .a... a•• +Isr+r Lan •. m-a.e .:x ••,nr '=-ttrac a_r or re Rrr, �' :,us>r hr tatmYe '.. . xn ; a-, crH� t sew.: t i'y'i 'J' ti 'AYn re. •. v' :=trr,CGsa nr rv=+Iwx ,Y-xs ..tRi'.il..• _. • v•`a,. U _c. :N irar trr rv(r :tn ::.p :.7t:: 1. •.y. h V ♦ .tqi '., .. SECTION 7- .'MAStYli IEiT AND PAY116GT . EXIM4 Alit FORCE ACCWtltWORK. Extra vcrk as ha:^airacr-fo:e 2el`4�ed,. Wawa ordered and accepted, r e paid far antler a w.,•itten work order in atecr..ance wi'.h the textum therein provided. Payment for extra work will to made at the -.anit price or lump alas previcus.ly agreed upon by tics Contractor and. tea City; or by force account. If the work is done on force account, the Contractor shell reeeivw the actual coat of all materials furnished by him as shown by his paid vouchers, piui fifteen per cent (15%). and for all lebor @ equipment that are nsceasary He sha'.l. receive the current pricey in the locality, which mall :nave been pre= viouely deter lned and a Iced to in vetine by the CS ty and by the Contractor plus fifteen per tent (15%)1 provided, however, t`-rt the City reserves the right to fumiah such materials required as It daasa expedient, and the Contractor shall have no claim for prof-- on the cost of such materials The price paid for lsbur shall include any compensation, inecrance Acid by the Contractor, All extra work and force account shatl be adjusted daily upon report, sheets, prerared by the -d.ty Engine-, furnished W the Contractor and rigned by boor periiea. which daily neporta orall thereafter be considemd the ram roc-. of extre work or force account work done.. D. PROORMS PAY'IFNTS. The City of ban k:in Obispo shall, onto in oath month c.tuae an eat: -mate in writing to be made by the City Engineer of the total amount of work done and the mceptable materials furnished annd delivered by Lhe 'mtmcior on the Mmmd and not used, to the tiara cf such eatisate, and tnc value thereof. the City of Sea Laaa W-spo ah311 retain ten lx.rcent (IM of such estimated value of the work done and' of the Value of the materials so cot.mated to have been furnished and delivered and unused as aforesaid am part. :rcr,:'ity for the faiftliment cf the contract by the Contract„r arst shall mor,thtly lay tc the Contractor, while carrying on the work, the balanc-, not retai:vd, as aforesaid. after deduct;ng therefrom *11 prer,ous payments as, all sumo ts. bc• kept or rataineu under the provisiors of the Contract. Eb such estimate or pay, . me.::t shall be required to be trade, when, in the judgment of the City aagineor, the work is net proceeding in accordance with the provisions o.' the contract, or when in aim judgment the total value of the work done since the last er tuti.te aserunta to lees than three hundred dollars ($900-) No s:,eh estimate or pay- went. stall be cmwtraed to be are arcaotftnce of any def�:tivr. or improper material C. MML PAL''W1T, The City llaginaer,. shall, after the completion o.r the contract, make a na satirists, of the amount of work dome thereunder, and the value of such work, and the City of :pan Luis ubiepo shal.l pay the entire sum eo feud to be due after deductinj. theralrote all previous peysants and all amo.nate to be kept and all amounts to be retained under the provisions of the contract, All prior partial estimates ano psy^renta shall be. subject to correct.on in the fYnal estinste and per,. t. The final payment shall not be due and payshle until the expiration of thirty-five 05) daps from the date of Accept. nave of the work by the City Coutr i t ji 0n x-: -t' UAY claim of tjw :.V"3r tj'e f"'Tt 1,0 cc � tzbn! - 0 b a an a acep t'M" 0 ( z I�` ( W;to 3 trdQ;s nu-ther agrees the:'.. tk- P*^r:a—"- Oi Uv 'i "10 1 a. Au Ant ti�17 cm'M" and: -'ts 8'1juvtwnt WWI rtkywmt tcy- alvwc-'ek 6n1& 4n, W, 'h a ' r.'C.1, tlA ZwIn : shall mlo, 4c the C; -7 "f :i,n :,.'.a the L I t-y -, uMi '117. . , £4,-.rver trc,,. rr ;—,i tlt e..1, Lab;l—y or wt , " �v VC.-K pez'lorr-, : ed ' Ulu C<ML'Mnt or &4 thnmr, 7-2 a1�.Io!< a. sPxinL .�tar�rlsmt�, - ";Jr1111'racO6 1 -- ^. 9i.a)! bo dow is a00o-,YIar. .' in provisions oil coar:tructi.on Walla, of the ,tardald 0 r'.alifcls':ia, LePe,rtment of Public +Jors;, Division of n cations, irtk sr., 19511, insofar as the sare nay apt, ,iicn sr^ hereinafter referred to ra it:e ;Stanre. ;Standard Specifications, inc ,r _. ,.,. following spacial provisio:ls. „herev it in tho Standard Specifications the following terns ere - shall bs nntlarstocd to lean on,.' refer tothe folloriinr: CF FiALIC 'YUWS, OMIT! (:i llC"+ YS, cr _ .-_ . . _. .. _. of San t'Ai "thi.s(w_._.- .._.. Itl ;IE R---•Shall mean the City aripineer of the City c,r Lao. :SU:er"directi.p or thmnf-h rocr.'� a.. t.,orizel rren-, ,c,h ..'il.- the ,coccl of the ocr-is lar do ti rnr 7 *, c-�. 'U tC '.a4 1-.>3 ',n(j )OT- ♦nV'!Ql [I m. 1P..• •.••- :.a into , cow n:et ww the C_ty of or - rtc or 1 .s of jvrt. Or /.il;; w leGJl rcpr"O . rarer zo City :;treA, iC. ilsh' S hall +at t ru -t.... n7�r.f of r77c +orl s, •xvi..io: of t t }.,:, :;, '. : i +. �4. + t, 195., n , as cou r � i Vte first pArarranh of .,e6c spc ial Ott'r tes^aE: npor,arin: ,ra c'.. _ , ,e, ,�:r ...., a;1 1r :;:ors, and t;',es., afwvi.,_on.;, .., -er.'tion .ky :r.init.ivA of ..... , :a =,_r tar. i. ...,. 1:i 'n31. ,,. t ...:. iut it - 41 . '_ 3rCIIIIGF 8. SPECIAL FRCVIam :ho .00110014g items are modifications to the Standard Specifications o:• ern 9.:r ficstions rot eover.,.d in the Standard Specifications, ' %A.DdAY EXUVATICN - - - The regoiror!onts for roadway excavation .boll be modified as crated" i'�ectioa 32 (Streets), Article (1), Svberticle (b) of thaw speci- ficatJ.cm+. 1MFORM BASE MAMCiL - The requiramenFn for islported baso matarial Mall be modified ix� 61'4 in -action 72 (Streets), Article (3), of these specifications. PUNT -MIXED SURin,;M 1. Section £q, Cb&Pter VIII, Article (b) of the Standard Specifieatiora sbfill be codified as follows+ a. Sn l sa of a "Fog" seal, a "Fine^ seal coot sball be app".hod In the new surface, UATERM 1. Sectlen 12 of the Standard Spec_ifleetions shall be modified as foilara: e. itar-4 41ng fiat applying ruler for vork to be cone wrier this con- tract shall be paid for fir a wLtt price per thousand (1 CCC) ga1L're for fcrnishing ar" applying v,tar. ' b. Snq dd the Contractor slit to u-,a water from the City .sins, eP+_L'. make arrangement. tith the CiI7 Water Depart ent for obtatn- i,.; Game, and will be rejaired to pay for such rater in eecnrdence +.ch the rates ostablish!d by the City Water Department. SFAL CU.-, 1. ti,iion 23, Article (b) of tto Standard Specifications shall be modified e olloaa n ,. "he screenings &..1,12 consist of crushed granite, b., lament for s"!Pl cost will be made as outlined in Section 23, Arti.ole W of the St;-mlard Specifications eith the exception, that, the pap= ment per toe few screening" shell include compensation for salvaging and stockp',Ung excess screenings. c. The Contractor shall pick to and salvage excess ocreenings as outlined In Sect/cm 12, Article 9 of these specifications. &2 SECTION 8. S.°ECIAL PROVISIONS .?UBLiC CONVENIENCE AND SAFETY Reference is made to Article J, PUBLIC CONVENIENCE AND SAFETY, Section 5 of th_eae epeeif-^.atione to idlioh the follmixg itame shall be included: _« Water applied as directed by the Engineer for the prevention of dust nuisance in connection with public convenience, will be measured and paid for as provided in Section 12 of these spacificatioa. 2- The contractor is reminded that it is his responsibility to furnish and maintain adequate vnrning and protection devices at all times. Should the contractor appear to be neglectful or negligent in furnish- ing, erecting and maintaining such fences, barricades, lights, flares, signs and other devices as are necessary to prevent accidents and avoid dange or injury to the public, the Engineer may direct attention to 'Wan existence of a hazard and the necessary earning or protective messures shall be fuxaished and installed by the contractor of his own ax. enze without coat to the City. Should the Engineer point out the inadequacy of warning- and protective measures, such acVLan on the part of the Engineer shall not relieve the Contractor frac responsibility for public safety or abbroeate his obligation to furnish and pay Zor these devices. Should it be necessary for City forces to repair or maintain any of the Contractor's warning and protective devices, or install udditieml warning or protection devices durin; holidays, weekends night, aid any other time when the Contractor la not working, the 6cutractor shall ha billed for time and materials involved is d.>i.n,- such work. aunu1V 9. .�UxmNT:TIl4„y The following preliminary estimate of quantities of work to be done end the materials to !�e furnished are approximate only,and are given as a basis for the cumparlson of bids, and the City or San Lida Obispo, does not exp evely or by implication agree that the actual amount of work will eorraspond therewith, but reserves the right to increaae or decrease the amount of any class or portion of the work or to omit portions of the work that may be deemed necessary or expedient by the City Engineer, APPRu]CIMATE 7i8ei CU..MTITX UNIT➢&SCRIPTIOM 1. 3,000.00 ou yd Roadway Excavation 2. 2.310.00 ou yd Imported Base Material 3. 2a4 bble Portland Cement 4. 140 Th Gal yurnish end apply Yates 5. 5,110.00 eq yd Mix, spread, and compact cament treated base 6. 3.60 Tons Asphaltic Faint Binder 71 7.25 Tans Prime Coat S. 5.10 Tone Curing steal 9. 1,660 Tons Plant -mixed surfacing lo. 11M 530 aq ft P.C, Cone. Gross Gutter 11. 21.30 Tons Asphaltic Emulsion, HI -Visa. (Seal Coat) 12= 171 Tons Granite Soresnings { Seal Coat) 13. is Each Adjust water valve wells 14. 12 Each Adjust Manhole Covers to grade 15. 2 Each Adjust sewer Cleanouts 0 Grade 16. 690 Lin Ft turn. and Install 6' C.I. Water Pipe 17 2 Each Furnish and install 6' Gate Valves 18. 1 Each Furnish and install 4' Gate Valve 19. 1 Job Tie-ins and connections to existing veterlines 20. 1 Job Furn, and Install 13' temporary water line 21. 1 Job Aeplaes and connect to new line, 2 existing services with copper pipe and connect 2 existing copper services to new line. 9-1 R,CriGN 10. P,ATERIAIS e Cwt'raetor sha11 '_larni.sli for ass urn3er these speed vrovi,. ions €."I:L amnuired to cmpleto the attaelled contract except for axp+r;�,te_.Cc:Sr, 1'.s�isd xa City F+.+,i^iished M,tari&34. M MATx..RDIS To BE FVvjSjir 9Y. THE CITY OF' SAR WIL CBYSno., 10.1 ;ZCTIUN 11. MSCRIPT1cN Ole _WOEK The work to be done under these speolfioatlone shell lnolu_.a the furnishing of ell labor, materials, and equipment ant doing all *.he Work neocenary or appurteran2 to the construction and the completion of 11.1 excavation, grading, pacing imported base materiel, cement trecti.n^ bree material, placing P..h,a,, applying a "Fine" seal, coat to the acreets end the construction of eater lines as shown on 'he plane or as aeelgnated by the Englnecr� Said work to o;: dons is shown and delineated upon the contract drawings entitled yTRUT R P;ilR PROGRAM, PRUJF:CT .!i•, CITY PLXN Vu. 8-58- all work is to be performed as shown on and in accordance with said plan,, and speclfleationa on file in the office of the City Clerk. Cf,CTIilN 12„ COItiTah�R,+pp Iys pENE:iAL' Atto-"Uon is directed) to the provisions of Section 6 of the Standard , "Control of „i.erials" Specificut:.en 1. TRAFFIC the The Contractor will be r.-:guired to provide for file pessag;e cf Lr,.ffic ?;l;roty 1- svi work at. all +,fines. the Contractor shall have the :�aponcibilitg of prruidl::,� suitable barrdc ndee, li.:;hta or WI-n .ng d evices as may be p.•o- tection of the public, as required in Section 7, Article required of the �'tagc .red for toe nCiG='p •,oecificetione. 2= °VBUC UTILTTT:;S The Contractor c%all determkm the Credo and/or the locatiell of a.i.]. .'. utility facilities sect nu tclepho:E poles, power poles, ^as es, urr::.;; -. conduit, etc., and shell so conduct the work at all ti es to prevent :..-,"nf—.:. or ictorraption of service by said utilitdeo. 3. FXISTL% Lt GM-rp,".10 Ly ROJIIiE a The Contractors ottention is directed to possible e:A-.tore of pile r-- otha underground improvements which may or rosy not be s.*.wn an the pyu:.Z!.. :.L• precautions a;iall be ta?:-en to preserve and protect troy ssoh impjmaente •<r,;ather Chown on the pia na or rotI The Contractor snail, a: Ilia own expanse.,u:Id -i. ground im:;rov l^t-,ts dan®Yed by his operations, SALVAGE All materials obtsl ned during the work, from existing improvements, and havitg or•Ivr a value, but which are not to be used ir. the work, or are to be disposed of as designated by the plans, shell be delivered to the Citg`a yard at UUly Streett or other :iesignated point within the City at the ontr=_ctor's expense. 12-X .Lc m:a 1:,. CONSTRUCTLON DETAILS (C&YERaL) (Cont'd) Y4iTUND CE:"LFNT CCALCA1?TE Yortl:.°xi Cement '%oncrate shall conform to "section 26 of the Standaxd Ski.. fications 'Atli the follmirC. modifications; a. °Tune 11" eSent shall be used thrntlghout the cork to ba done cider these crecifiestions. b„ All cament to be used in the work to be doze uader ttrcm nreoificatin;, shall not contain more than 0.6% alkali; and co cddittonal compneatic^_ sha1.1 be made f^r the use of such cement. o, Exoect and 'nit "Article (1)" basis of paymant. L.,. UINP" 7RCDL STEEL Bar r;:infore7.rq; stool shall cavoxm to the requirements of SectS.on 2$ of he Standard Specifications, 12-2 5::%T1UN 12, CONsTRUCTICN DEWLy 1. k:AfiTRMORK a. Gene,al Undar earthwork are included the excavating, loading, transporting, depositing and consolidating the materlals to bring the existing surface to the required elevations„ also removing and dispoaing of portions of any bituu:;,noue surfeoing and all other incidental work„ b. Roadway Excavation Roadway excavation shall conform to the requirements of Section 13# Chapter II, Articles (b) and (J) of the Standard apeclficatio4z. In gener,1 this Item ahal consint of the removal and diepoeal of the existing bage mater- ial and bituminous surfacing The contract price paid per oublo yard of roadway excavtion shall be considered to in elude full compensation for furnishing all labor, material_# tools and doing all the work involved in the removal end disposal of the excavated material, 2. SUBGRADf Preparation of the eubgrads shall conform to the apnlic._:ble.Crovie:,ons of election 15„ Chapters I wAd II of the Standard Specificatlenee The preparation of the aubgrade on Caudill and Victoria Streets ipr+alves the placing and compacting of approximately 25 cubic yards of the oxea'2s.ted material to bring the subgrade to the desired elevations 3, ; MATERIAL a. Material Imported base material may consist of natural gravel, decompoaar, granite, or granular metarial, acceptable to the Engineer and meeting the following requlreventss (1) Grading Pausing a 1}" sieve 100F ?seeing a No. 4 sieve to 55% Passing a No. 200 slave 3,i to 11;& (2) California Bearing Patio 65,% Minimum Expansion 1% Maximum Plasticity Index 6 Maximum b, Preparation Placing, shaping and compacting of the imported base material shall be in accordance with Section 16, Article (d) of the Standard Speolflostione, If o.rdsred by the Engineer, pneumatic tired rollers shall be used to obtain the reeulred compaction. Pay quantities for the imported bass material shall be the compacted volume of the materials in plus on the roadbed, 12-3 SECTS'•:?32. COW'"WaTiON P??AILS (SUMT) (Cant'd,' =t. k'A TERSR4'i a� Regnizaraents The requi.ramrnts for watering are set forth in 2cc:tinr. 1? o': :'- Standard St:ecifirazions. (Sao "Watering," Section 6, Special Pre Uiora of these, specifications for raodificatioIJ b. hpp7„-ing rioter 'n'ster shall be ap,.lied as 3lracted by the Engineer. 5, r��43NT MATED BAS'd a. AeterInls Tho zterlAl to be e¢.ant treated shall b:, ,s-, iapertcd base materi—O The qusntd-ty of portlard ocmatt to be added to ibo base m=terinl shall len throe percent (31') bS weight, of dry .ra:berial. b. Preperatior for Ce;uent 'fretted Base The tsaparstiar: of the nea imported base material, in place on tFra rotdbod, for cement trecting will rc-gnire the 7oesen<-ng, breaking np .?.�Iicfwing tb.e new base material prior to adding the cement. Payment Full cemporsation for preparing the base material prior ;o add- inr the cmaart, ahrll be considered as included in the contract ?:icn ceid per s�,wr•a yar-C far mixinn, spreading, shaping, and eampcct:ing the cement treated brse. c. Mi;irga Spreading, 3hapino, and Compacting Requir=enta Conant trezgrant oP base material shs11 conform to the appllcobl� revirements of Sec[don 17, Chapters IV, V, VI, VTI, srd VIII of the :taniard Speelficetions. Payment. Ibe contract price paid per square yard for-Andrening base .mnterinl. spreading, shaping and compacting cement treated base shall incl.nde ful cor.-erzatien for furnishing cU labor, materials, two, and equipmoct ^x doing all the work involved in the operations, e-xcept that imported bone nz.vvrisl, pertlarr cement, water, and curing sael ss:oll be paid for as separate it�o. 12-4 Section 12. QON:aTRUCTION D&TAILS (6T.RE42) (Cont'd) 6. SPRAXING OPERATIONS (Precautions) Attention Is directed to Santlon 55, Article (c), paragraph I of the standard ,peeiflcetions. The requirements set forth in the above mentioned paragraph apply to all operations involving the spraying of bituminous materials. All manhole covers and all water valve well covers shall be protecte5 during spreading operations and at the completion of the Contract the Aanaols o, covers and valve well covers shell be free of asphaltic materirl:. 7, Ci1RSNCF AL a. me arlal Aaphaltio emulsion curing seal shall be grads MC-2 and shall be a applied to the approximate total of 0.25 gallons per square yard in one or more applications. The exact rate and number of applications shall be determined by the Engineer. b. Spreading The requirements for spreading curing seal are ast forth In Section 17, Chapter P1I,Articlo (c) of the Standard Speoii ice t ions. 8. A11% CQAT AND PAINT BINDkR The requirements for spreading prime oast and paint bin.'or are sat forth In Seotion 20, Chapter J, Article (a) of the Stpnadr3 Specifications. The exact rate end number of applicetions shall be determined by the Englnuer., 9. YLHNT�, i12:1 n SURi�'ACINO A. katerial slant -mixed surfacing shall conform to the proms_one of Section 20 of the Standard speoiflcationa and these Special Provisions for "Plant - mix Surfacing Type B" oxcapt that the seal coat nhall be "Fine" in lieu of "Fog Seal" coat. Bituminous binder for mixing with the mineral aggregate shall be paving e.ephalt 85-100. The mineral aagggregate shall conform to tue requirements for three quarters Inch (;/4") maximum aggregete for "Type B" mixture as outlined in seotion 20, Chapter 11, Article (el. b. spreading The requirements for spreading and compacting the planty-�ixed surfacing are set forth in section 20, Chapter YII, Article (a) of the Standard 3peoifloatior.c. 12-j S£ von 12. odNSmumoN Emus (sn am) (Corned) 9., 124L GMT a. Materials A "Fine" seal coat shall bo applied to the plant -sized aurfaoed ana within the litlits of the work. The seal cost shall conform to the require- ments of Section 23 of the Standard Speolfiestionn, and with the follwir;, :mcdifieations: (.l) The bituminous binder for the screenings shall be a dL & Biacceit 1 'a bnalsim applied at the approximate refs of S va are per agnnre yard to the plant -mixed snnrfaced area. (2) The aereerdnws stall consist of ]fit• x No. 10 crushed i°antta end shall be applied at the rate of 12 to 161t� pe q:wrc y_yc;. b. Applying Tie anal coat chall be applied to the mw plant -nixed surface within five (5) woc8.s, but nct less than four W weela after the new c"face has t:ten vpesod to public traffic, unless directed otherwise by the Fgnginc ,r. c. Excess screenings The Contractor shall begin sclvnginm excess screenings within teat (10) daps, but not less than fire d5) days after the veal costing Let; "�c n com- pleted. The Contractor shall stockpile the screenings at a lcm;ticxi within the City limits, designated by the Engineer. 10. MAIM"" An ;wMolrs are to be adjusted to new street grades, after the street ;-avirg has been completed, and rest in P. C. Concrete collars 6" deep and 8" wtae. Ifter construction operations are completed and before final approval Ls main all Tanholas shall be Impacted for any base material or paving aateriali that might have entered the manhole during constaactdm operations and such materials that might have entered shall be removed by the Contractor and no additional caepsmastion will be made therefor. 31. 9AUE li41.LS AND MCKWNP WSUB ill gate walls and mmuaent wells are to to installed or meet in d'. C, Concrete collars 6" deep aai 8" wide. 12-6 SECTION 12, CONSTFi1CTIC?1 LETAIlu CW.4TERLINES) 1. C;,ST I-JW PIPE AIM FITTIMGS a. Pipe All new cast iron pipe furnished shall be centrifugally oast, cast iron Pipes Class 150, conforming to A.S.A. Specifications A21.6 or Federal Specifioatima b'c'-P-421s in all reepects except details of the joint. The joint shall be of a hell and spigot type which employs a single elongated grooved gasket to effect thrr joint Seal, such as "Tyton Joint," or approved equal. The pipe shall be coated outside and cement lined inside in accordance with A.S.A. Specification A21oh, except that cement lining shall have a minimmu" thickness of 1/16". b. Fittings All fittings, except where otherwise shown on the plans, shall be of cast iron conforming to A.S.A. Specification A21,10, with mechanical joints conforming to A.S.A. Specification A21.11, coated and cement lined as specified heretofore for cast iron pipe. Fittings shall be furnished complete with cast iron Elands, high strength cast iron tee head bolts and hex nuts and plain robber gaskets. Flczged Pipe and Fittings All flanged cast iron pipe and fittings shall be Class 150 conforming to the requirements set forth above except as to the stare of the joint, All flanges shall be American Standard, Class 125,. Flanges shall be accurately faced. 'The faces shall be coated with white lead and tallow, or other suitable preparation and ehall be properly protected during shipment and handling. Caskets shall be best quality rubber patting not lase than 1/8" ttdc!c, faced vith cloth on both sides; or an approved ostallic packing. All gaskets shall be the Hall width of the fl2n„es to which they are applied. d. Special Fittings Special fittings and adapters shall be as shown On the plans, or approved equals., All fittings used shall be designed and rated for a water working Prassare Of not less than 150 pounds per square inch. 2. GATE VALVES All Pte valves shall be designed for a :niairwu water working preasurs of not less than 150 pounds per square inch and shall conform to requirements of applicable A.;".W.A. Specifications. The valve$ shell be open to the left, iron -body, hrawa-!munted, double -disc, parallel seat, non -rising stem with 0-sing stuffing beans. They shall be provided with mechanical joint, flanged o^ combinat„on and connections as celled for on the plans. Each valve shall he provided with a cast iron valve box of the screw or slide type adjustment and with flared base. The miniaum t%lckness of the revel shall be 3/16", The ocvsr shall have the word "WATER" at in the metal, The valve boxes shall be complete with extensions and covers and shall be set to grade with concrete collar pads as sham. =-r 3. PIPE ljNz CCNSTROCTICE a. General The work to be done under this section shall comprise the furnishing 09 all labor, methods or processes, tools, equipment and all materials req red to conscrueL oho water .tires and appurtenances, ccsr.,.. and In setisfactory operating condition, and to perform all work incidental tharetc as shown on the plans and/or as specified herein. The York includes instal.latien of all pipe, fittings, valves, valve bozos, connections to existing lineal disinfection of all pipe and fittLngs; excavation, oackfill, resurfacing of existing street surfacing torn up during the work, and restoration or replace- ment of any property or Lgnvve. nts which nay be damaged or destroyed by the Contractor during construction. b. Baul.tng, Unloading, and Distributing Pipe During loading, transportation and unloe.ding, every precaution shall be taken to prevent injury to the pipe or to the wrapping of welded steel pine,. No pipe shall be dropped from cars or trucks nor allowed to roll down skids without =, per restraining rupee. Each pipe shall rest upon suitable pads, strips, skids or blocks during transportation and mile awaiting installation in the field and shall be securely wedged or tied in place. Padding shall be used on car stakes and akids to prevent abrasion of the wrapping of welded steel pipe during transportation and handling. Any pipe which shall be damaged shall be repaired to the .satisfaction of the Engineer before installation. F,acb suction of pipe shall be delivered in the field as near as practicable to the plum where it is to be installed and all bells shall be faced in the proper direction for laying. Pipes shall be distributed along the trench opposite to the spoil bank within easy reach of the laying crew. Where noerssary to move the pipe longitudinally along the ta^ench, it shall be done in such a manner as not to injure the pipe or wrap. Pipe shall not be rolled mar dragged on the ground. Where pipe is placed in stock piles, it shall be neatly piled aad blocked with strips between tiers and with all belle facing in the aame direction. c. Trenching for Pipe Lima The ditching operation shall be conducted by means of machine or hand tool methods at the discretion of the contractor, as approved by the City Engineer, along a routs as established by the plane and drawings. The depth of the ditch shall be sufficient to provide a minimum of 30 inches cover over the top of the pipe, except as hey be specifically designated otherwise. Further, the ditching operation shall be conducted to provide uniform slope gradients throughout the scope of the operation. No sharp breaks of contour auf"Lont to cause disproportionate werpage of joints, etc„ will be permitted. Tine minimum width of ditch shall be at the discretion of the contractor, pro- vided that such width shall be, in the opinion of the city engineer, adequate to conduct work of laying pipe, caulking of joints and compaction of backfill below and adjacent to the pipeline. The contractor shall determine the grade and/or location of all public utility facilities such as telephone poles, power poles, gas lines, etc., mid stall so conduct the work at all time to prevent damage to, or interruption of een..- ice by said public utilities. l2� Thw contractor will be required to provide for tte aeseags of street traffic tbxrnagh the work at all times. The contractor thall have the responsibility of providing suitable barricades, lights or warning devices as may be required for the protection of tte public. Where, water services, or hones sever laterals, are encountered in the trench and they would interfere with the Lying of the pipe line, the contractor shall have the option of either removing the said sar►lose or house saw lateral and later replacing the ears, or of excavating the trench to such a depth as to permit the layirg of the pipe balow the said services or house lateral sowers. 1hbe,n tha said water services or house sewer laterals .`u7e been removed or cut through, the same shall be replaced in a rorkm llike Mmaner. Where it is propooed to lay the said pipe line me' a house lateral sorer the pipe line sball be so laid without the use of any bonds and/or fittings. d. Pipe laying Thm contractor shell, unless specifically designated otherwise by the City Engineer, arrange the work under the contract so that all pipe shall be laid without 'creak, upgrade from structure to structure, with bell onds of the pipe upg•.: s, Pipe shall be laid m an unyteldisg fomdation with joints closely and ac tlawtely fitted, tour to line and grade and with a uniform bearing under the Hall length of the barrel of the pipe. Walking on, or disturbing the pipe in say mennar, after the joints have been sends will not be permitted. An pipe shall be thoroughly inspected internally before bedag lined up and shall be freed from an dirt, raga, wood or foreign matter as the work progresses, and the pipelines aball be left clean at its completim. At the close of each dayr work, or whenever the work ceases for any reason, the open aMe of the pipeline shall be protected with close -fitting plugs. e. Jointing Meohanloal-Joint Crnuretiom The last 8 inches outside of the aptgot and inside of the bell of mechanical - joint pipe shvall be thoroughly cleared to romwe oil grit, tar (other than standard coating), and *tJer• foreign ratter from the joint, and then painted with a asap w,lution made by dissolving one-half a cup of gramsLted soap in one gallon o£ water. The cast iron ELM shall then be slipped an the spigot end of the pipe with the lip extension of the gland toward the socket or bell end. The rubber gasket shall be painted with the soap solution and placed on the spigot end with tta thick e0ge toward t;ic gland. The entire section of pipe e:all Ae pushed forward to most the spigot end in the bell. The gasket shall t'x biz pressed irto place within the bell being careful to have the Caskort ova:;;;. located around the entire joint. f; cast Iran gland shall bet Vd duet.:; 1.tv pipe into position for bolting, all of the bolts inserted, and the mute screwed up tightly with the fingers. All ante shall be tightened wi. Us sr.dtable torque liaiting wrenches to be provided by the eontrgctcr. The torq+.e for the various adzes of bolts shell be as follow, 12-9 3ise in lncbee _ _._Range of torque 113 font kwr;rdn 3/4"a 60 . go go 1" 70 - 1W00 1 lA" 90 - 120 Nuts .vpsced 2800 apart shall be tightened alternately in order to prodnoa an equal pressure an all parts of the glands f� JolMUM Tyson Joint Connections The spigot end of the pipe and the socket aholt be thoroughly cleaned to remove all ."creigu ratter. The gasket shall be placed in the socket with the large round end entering fL st and shin be sprung into the gasket seat 30 that t}a SPoove titn over the bead in the spat. A thin film of lrbricaot sha3-1 then be applied to the inside ovrtace of the gasket that will cow in coctsot with the entering pipe and to the plain and of the pipe. The plain and of the pipe shall be started into the socket so that it is in contact rdth the gasket, The joint *hall thew be made up by exerting sufficient force on ttr entering pipe so that its plain end is cored past the gaalet until it aakas contact with the base of the sockot. All plain ends of the pipe shall be properly and anoothly bevelled to permit Insertion without damage to the gasket. QtO,v lubricant furnished by the manufacturer of the pipe shall be used, Tn no case Will use of mainazal oil or patro'lmm base lubricant be permitted, g. Bell and `Tigot Joints Connections of all bell and spigot pipe, other Wean "tyton" type, shall be made with pmed and caulked lead joints. The spigot ends of all pipe* *hall be Inserted into their respective belie to approxirately the full. depth'thereof. They shall be adjusted to give a ahifozmm aeos for the joint and immediately before making the Joint this space shall be carefully wiped cut and made clean and dry. The joint ahall be tightly packed to the required depth with clear, sound, joint- ing material at least trio inches in depth at all polnte. All lead sball be beet quality, pure soft lead, suitable for caulking and for securing tight and pornynent joints. The molting pot shall always be kept within 50 feet of the joint to be ➢rose *ball not De allowed to accusulate in the melting pot. @verb joint. on: ll `_a rue full at one poering. Gazes shall be taken to provide euitablo escape for the air in all joints whils being poured. The load after being poured shall be flush uith the face of the bell. T!ae joints shall be thoroughly caulked by competent experienced with proper end approved tools, In such manner as to secure tightness withour. 12-W 0 oreratreseing the mei.ul ir. the bolts. In all cases the caulking shall be carrLd +.om&rd the gents and toward any other point where the Toed is librly to be, or is founi to be porous, so as to compact it sufficiently at such points. No cold lead shall be used for caulking or filling in. b. Flanged Joints Flanged joima shell be made up square, with even pressure co the gaskets, and shall be watertight. Gaskets shall be the beat quality rubber packing .lot leas than 1/8" thick, faced with cloth on both aides, or An approvod metallic packing sty ba used. A]l gaskets shall be the full width of the flanges to which they apply. Bolts shall be of the best quality mild steel, with hexagonal hea8s and nuts. The lengths of the bolts shall be such that, after tointa are made up, the bolts shall protrude through the note, but shall not protruds more than 1/2". i.. Dresser Coupling Joints At the locations shown on tie plans, Dreeser type oouplirirs shall !�o used to rake field joints. All joints shall be made after the pipe has been laid in the trench, lash coupling shell be asembled and placed so then it extends an tcaa.'. dintan:oe on each eection of pipe. Follower rings shall bo drawn up ovenly amd bolts shall be tightened sufficiently to compress the gaskate properly and ;Hake a watertight joint. 414o cocplinga shall be paiatod with hot coal tar before backiY Ung. J. Setting of Valves Al valves shell be as anecified in thass specifications and alhan be installed in the trermh where shown on the drawings unless OV,3a .Aft directod by :be Engineer. Volvos sad cast iron valve home shell be set plmab with valve boxes placed directly aver the valves and with covers at flniai�ed grades. After being tested and correctly positioned, fill shall be carefully tw4vd around the valve and valve box completely filling the excavated area and having r, relative conpaction of 90%. Before installing any valve, care material is removed from the interior lie tightened and the valve opened and working condition. 'r,. Hydrostatic Test shall be taken to see that all foreigi_ of the barrel. Stuffing boxes shall closed to see that &U. parts are in The contractor shall furnish all labor and equipment necessary arxmake the hydrostatic toots in the manner prescribed belcwv Each eection of completed pipe line, prior to backfilling of the joints mid vslvoa shall be aubjaxtod to a bydroatatic test of not less than 200 p.s: . for a period of twelve hours. The contractor shall g1w. the engineer 24 hours notice that such a teat is to be shade and such teat shall not be made unless in tfie preeancs of the Engineer or his authorised agent. Completed sectiais for testing shall not exceed 2,000 feet unless approved Gy the Engineer. 12-U to be tested shall be oomplatel, Mlod with water card air roasaa� ti_, T•st -:ci-,ct.f. sat to be provided shall be either a manual or pormr cr" F: presoare pa capable of producing 200 psi. Batman the supply limo a, a eemll wastes cater reading to the nears*t one .gallon shall be The ter.^; gavgo ehal2 be located on the section of r^dr to be tested. _After filling the 21nee, the pressure *ball be brought up to tbat ,r ebtuc and hc',ld for a p riod of 12 bourn. During the teat period, all ,: V :g tat+'?r,c+, f'it.tix:gs and othor curtsection &hall be carefully inspected any, Wc..• , ,.v rk,yoar, they s.*all be srr'scd for repair. the leakage °^ th' ,.:,.`h 'at_r arct':er, --hell not exceed 20 gallons per hear p ;r "'--'-!c.'tho teat, WW joints, valves, fittings or connections rit.:1.1 be tightened or repaired, ikhere the loss exceed 20 F he 'rsl' rl la, the lino thall be repaired or replaced and re ..astnd _ :i urctil coxpliance of this recrui.reunnt is met. No socti-c., _. �'"tcd Isere it fail$ to pars this teat ing an can`.rs,^tor e nll bac?Vi.?1 all open ditrl: or gall-)xolea crea.'.ud b , J,crie:g the course of his worts as follows t AU baek..t 11 naterial shall be made free from ;ock, debris and %,tix c materials prlor *..o its introduction into the ditch. Baokfill chall by 1n a. in leers o_' not ;sweater tkan 4 inches depth old nolsterad and tentped to pr cvl c a mintm= of iD per cent eonpaeticn up to a doptb equal to 6 inchas above 9.:... bell of tie pipe 9n the trench. Backfill shall be laid in lsyere of not ,r .•,..... thaaa 6 inch depth err] suitably compacted by ncisteri.ng and tcsping fro:* t"`o hoirght de.orlb_d above to A t=Jmin %eight of earthcn beckfill prescrib='., In lieu of the *cove requimaant are where porritted in writing by Us Z',::giroer, backfill above a plane 6 metes above top of pipe sa:y be mode in lzyers not to exceed 30 inches in thickness whore tamped with co:npecticm egiApmsnt squal to the "tiyydrahanorr" or °Mighty Midget" compactor, m. xr-chcrage Rnchorage and/or ti--zst blocks r,P..all be pro% -I ed at all bro&kn in the u."lFr::nz:t or Trade that exceed four degrees deflectiar, and at all locations shorza on tttxa pl=rut. i"`.;o line sha11 be edcquately anchored, supported and backSilloo to h-vl3 it l: poaitim under presvurc before the test presnrra is applied. n. Diainfection of Snma :-o contractor s%m?-I supply labor, equlprmnt and cheaiteai:> to w.t_.• -'.�- _ ct.:Pr ;r'.:,cfi iarstslled crivar tha contract; this shall not bo c-rr .r c• °u _... ".Yx: test mantic od above. '=a.:e disinfeotion of the lire shell consist of the introenztion La a+;iL:bl sine' with the wats:, a HTH, Perchloron, or other crradcai cca•>c^.:. es su;•oarl c;cicrina value, while the pipeline is being fi.11od with vat's, bleeder Shall be opened at the farthest point and water, nixed wit.". tYr. chemical, s"c"' be ,vrged antil, by tmeya taken by the City Engix,eer, the chlorine contest to daored adequate. T1xs Plpetins Shall then be isolated for a Period of 24 hears and further 'tests taken by tiav City Engines: to determine if the L'.n0 is adequately disinfected, If Atrther disia,fectlon is ,ecalredthe above oroce&,re will to repeated until satisfactory results are obtained. Following satisfactory diai„faction, him line shall be purged with water until orthotolidine teat shows abswnce of tree chlorine. Water for test3.a the Pips ]Ewes ,dU be made available to the contractor teem the existing city pater 9yat" et a timE desig:v,ted by tm Water Depertment Pe"diA& satisfactory completion o.!the work, o, C70=bctlms and Tie-ins to 1'xlsting Water Liana ",-" contractor e:all make all tie-ins and conaaction$ .p the existing >rat�r as shove on tlr, Plano i'„r *,hs w.'*1'k. Ths cautractcr Shall progrcn; this Phaac of the w)rk so ae to interfere as little as poSsibla with the normal c-srati.on of the m:riciPal ester works. The contractor shall give at least hOGra notim _in_writl to the ungiacer that he intones to perform this P> Aesurfaoing of street& The contractor mail, after earthen backfiilirg has boar approved by tbo Cit; Engineer, rasm,rfaee the -trims by metboda prescr:'.hed by agplic:,:;le City ordineaccia, Generally these raquiro that, (1) 1. 6" layer of Sap:Mtoe bW material. acceptable to the City hgineer $ball be placed and cc.t ospaad on top of the earthen baekfi.11 is the entire exeavatd.<m made under the contract. 12) Citncrate pscemurte Shall be replaced to a depth of 2 jr,,hea greotor than the axistSag nu-faceI and shall be !lush at all points with 't�1e exitti,;e et:taet s"rface, than Primed and hrocght to level of s:ostiag s,n•fece of oadway with appro'-Tisto Material, if ccncz"e Surface tas in the Pant been paved with a bit,adnoue surfbce. (.3) Base MAtMl3el, a2ui ecEg,a of ditcl, shall to prinnd vitb tepttalilc aMala $ion, apPlSing a :.:r sc`x of 0.2 (2/10) gallons por square ,yard of a.va, (4) Oiled or plant mix Surface shell oo replaced r4th a sdx4ay thicknaea of 2 ixhea of plant s;ix paving natOri<l when Ccuported end stall be fluel! ct 4": points with the MO$tdng street s+arfece. Seal wat arc, snits sorem.ings shall be app"d as directed by the Engineer. 12-13 (5} All paved em-faces vtwm disturbed shall be triamed to strait and sham shoulder lines prior to the iatroduction of any pcaurfacing materials, (6) 4.Uh reourfaeing is to be done near or adjacent to curbs, gutter or feather edge road shouldor, or where two resurfacing nciz are domed rafficiently clone to each other, the City Er4; naer may require that a uniform overall resurfacing be affected to assure a caitinume; levsl surface without danger of bridging or e-bboring b.- the remaining old surface. Street resurfacing will be required Cmly wham theca Se oaiating street surfacing which if torn up by the oontractor's operations. Y7horo there is n -IodrtikV street a:rfacing or the street is unixprovcd, tbo can4saatw shall rectors the surface in kind and to it: original coacd ti.on, v--M SECTICH 13. MASUMOMT AND PAINENT (WATEHI2p 1. tirJt3UfiENF.NT It is the intent that the prima bid for the various itsms of wor!c listed in the proposal fora: shall, cover all coats involved in the construction of V.o water system i+eproveaents, Project "He City Plan No. 8-58, together with appurtenances and all work Incidental thereto, ccmpleto and in a mtisfacto.;, operd'iag condition, all in compliance with the plans fur the work and them apscifications. a. Pipe Installation The lengthe for payment for furnishing and/or installing of all pipe will be measured horizontally along the center line of the pipe installed. No deduction will be made for the space occupied by valves or fittings. Ths prices bid shall cover all costs of all fittings, hydrostatic tenting and disinfection, and street resurfacing. b. Gate Valve Installation The prices bid for gets valves shall include all costs in connsct.i arvitb fxsnisrdng and installing the valves, including Valve bona. e. rie-ins and Cer..sctions to Existing Slater Fines The price bid for tie-ine and connections to existing wai r lime shall Include ion ftrnishing of all astariale and doing all work required for the connections to existing water lines as shoarn on the plans. 2. PAY , H— Psymant for oaietruction of the water cyetem improvements, Project,+¢" City Flan No. 8-58, will be mode at the prlcee bid for the various items of wore, lints: in Ux proposal. The prices paid shall be full coponsationfor :-=dahLnC all le.Sor, methods, processes, tools, equipment end all raterials, and dc"ag all work required for the conetmction of water pipe lima c-A aprurtens_^en, cc. -- plots and in a satisfactca-7 operating condition, together with all um�rh irsiixtal thereto. 12-15 0 ilzxT!C`.7 17 ICURA M The Cm_z:ractor ehc'.. file With the Gist' Zr-k a cartlflc+tc of uauam:a isdasxt by a corporate lnswence coaplukv, duly 1?.caruted towrice irauraCUO 1..y q,,, Stag. of Celilft!mi s, certtfy=r; th,t aai.0 Contractor earriee gerral. Pub1tc Liab lit,, lr wwr.e„ iiacludg, invehicle, in an amount not less than $100,000. for tite injury to &no death of one nersGn, am ;M,000., for we accident, arrd an amount ant lean than $10.000. *c! prekerty damage:. He sell also f'..l.e ui.ti, the .:ty Cle:r " certificate evtdec.cittg tact the C:z_ are its officers, ege,ts any employess are i.neluded as eseured ir.reiatlor to eeid prc. itct Th Contractor shall ciao file With the City Glerx a eartifleste endearing *:e ::s r.fee '+iorlman CoApe�.sat.lan lrutcra<w.. 10 cantorsity :ri th tha 'A" cf PROPOSAL TO THE CITY CGUIiC:iL OF M CITY OF SAID LUIS OBISPO ME UN SRSIChn- declares that he "a carefully eamniaod the location of the ;:mpcsed w¢k, that he has eaxvfu_ly aramined the plans aid Specifications, that :.o :as read the accompanying Instruction bidders, rn to dders, and hereby proposes to Puisi: al'! Materials and all the pork I.Mquired to co--zplote th3 STREET REPAIR PR00x.'9, 3ibU1'I'P. "R", CITY RAN NO. 8-58, in a sati.afaetor� working condition, in accordtnco v-M said plans, s,xnificaticns and Special provisions, fir the unit :rice oet forth in the £ailawing schedule: A MIRIAM U ITW.S WITH UMT PRICE MUT ITLY 46ANTIT? idICfn'M IN WOE= PRICE ii)M 1. 3,000 Cubic ;yLr.:s roadway excavation at . . . . . . . . . . . . . . . . . . . . . . .. . lrcr co ft 2. 2010 011•ie girds irported haso material in place at . . . . . . . . . . . . . . . . . . . per out RI 3. 284 s _rrela Pcrticsd canent at • . • . . . . . . . . per barrel'. 4. 140 Thr v d mllaue water, furaish and apply at . . . . . . . . . . • • . • . .. . . .. .porthou gal 5. 5a110 Square girds viz, epreed, and con. Pact comant treated base %aterizi At . . . . . . . . . . . . . . . . . . .. , per eq yd 6. 3.60 Tone esp:altic paint bLider in plcca at . . . . . . . . . • • • • . . . . . . per ion "-'®s L''_quid aaphalt (50-1 or SC-2 priae coat) in place at . . . . . . . . . . . . . . . . . . . . . . . • . . • • . • • . . . . per ton tFi (111W M. ITF-%S 6aMT U141T PRICE lTb'!S QUANTITY iF:'T.Tf'aN IN "+DRDS PRICE 8. 5.10 Tens curing seal (MC-2) in piece at . . . . . . . . . . Per, ton 9. 1,630 Tow plant mix -ad surfacing in PL"re at ............mrtnn 10. ,MW 83OSgirav feet. of P. C. concrete cruse gutter in place at . . . ............. . . .. . . . . . per, s4 ft 32. 21.30 Tons asphaltic emulsion (P.1-Vinc) seal in mace at . . . . . ... . . .. . . . . . .per ton l?. 171 Tana granite sorocnings (fim seal coat) in place at .. . 13. 18 Adiust e3dating Ovater valve wells to grade at . . . . . . . . . . . . .. . • .. .. .each lb. 12 Adjust exis*ang marhole to grade at......... •. .... ........etch 2 f,djust sewer eleenouta to grade at........... . . . . . .. . . . . . . oec:� M AI'M)'aM9TE IT745 VIrTF IWIT PEIGE Ulsu I"_'Fiz "it t' �QUAPIPIR'f FRI'CTi?87 IN MUDSfiiTE ^tOTU 16- 690 i;xeaar fast six inch (6") :Ast iron wlxiGr pipe, fumish :,nu install cmVleta tidth fittinga and «paerin- nant work, is place a't, _............... m.. Toroo_..-...--........ s 5.r4h (6") gate valves, furn:.:;h and install, ccmr2ote with valve hoxas and appurtamzces, is place Gt• 1c inch (4") Gate valve, furniai: and vale!.!, Couplets uith Fa1ee box and appurtenencae, in l&ce at er4 c:.mScticns to existi:tc vatar lisms, ibraieah ell mytariala 2br -mm nd ke all connections, cc.s- plate in place for the cam of IWIP sum taros sad One Quarter inch te,vmary water line and cs:utscticnsz to uxio+-Img mates!, fura5.ih all wterUls for cad =LLD all corpletc In 1.1ace for the eum of T*soe qusr:ar 5zeh (3/411" ccpror - vim lines, fuxnieh a.11 matez-ial.: for oral malt all connections to replmoa two (2) oxiatin` gal, pipe serv'icec and tda in two 2) ezistdnd coppor ssx�ir�as, ceaplate im placo for tin: sum of Limp e= fihc ir:dersigncd fwthcr agrees thct in cas= o' fa0.t in,executisg tie reG,::irfd eanta'act, w-%th.:-ececca-:y twadc, :vitf "_r. .._,,...� I_r.S o1 �daYsa orrys guttum, the cteeeeds of the checl, or bondamn caMi"C hic, .dt® `-�y S beco= tho property of tho City of San L.Sa Obispo. Licanaed in accordarce Path an act providing for the regiatraticn of coat:.+cis, s, License ST.f$JA:VRB OF BIM)ER _— of a: �:�.-:idi::-'_, so o.at:e. If a fi_a o: copar--icy!ip, atote the fir^: a:.4 Z,: ;G Ux :_aes of sll-ndividsl eo.;,artners ecapoein� tt.s fi.:�. ' r. co_x.aao.., a�a:a ieaa7.-.:a::s c^ corporctior., alco .sync of presicc:xt, c::cretes:r, e.".:.,;, Wd nanagor tcerecf.) .......... �addx, . �_�_ 73LL��l:ftvq 9nP%J IY` gi:CO7NPp� PPo'VA:K'A f. Rsx al! orn by tbes.e nreaentu . 15t we 43 arts el4 !.;OROff, a" hem axd fIM4 irunnr uato +ha Citp of San sly m vT'o in the Al! nf___..__.._.�._�_..�_..__�.....�.__..�..._._.. tr. tha "Id 01 ty n: its rrrt�n attorney, 1tw s to*as m and mijT.e{ for wbir.h payrent, vell and truly IA, t+a .oa�:� . va b:.nn oureelves, our heirs,. *3n utora and a«inistrswra w::c •-.lest,+=a�: V,,4. J�".:•t.ly nn,S mem trn lly, firni:Y by r„heee prymentn SE .y, ..•t;..n prvu'Ma ,. the- a .cy .yyine:; <,e.np tl hi �f Hat Lot am I tha above hc,,,r,dPm hlM btlra,. is eCzWrm; eARif;," eh6ll O 19 mitor into a(LLiE,[f utM a V,w1 ',etL fi °' burl} H' rx H' a i .1 :1S JiY ia! d$l.!1/u7 Lho taf P ro, da r ll A vJ i V i e ,not rx�- IIXlini, S sex r:y) 4 is tho de e +f tie by ir.':e�_ : .stir: `,.,:;.s �'blxa o that a."d csm r. ^Fc:. is r»od.;y for Px.iu::tar nw) rnd culdi uthem.`ae, it aht+l 1. be rn3 :erv-,.,2 wa '4era,sntn at;' oor !tease and sense r.,,...._._,___._S`ar