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1976-07-12a 0 Meridian City Hall July 12, 1976 Regular meeting called to order by the Mayor Don M. S orey Councilmen present: Marvin Bodine; John Navarro; Kenaeth us en; Riche s Others presen u s Jim Hoff er; regory; ; A J. Dimnick; Norman, a G. ; HIM ftllerj Barnes; Jeff Hartman; —Barry Tom Turc e;Sargent; Phil marsla; ; G Green; Carl Ellswort ; Ve umne Sc h o son; en; rue KeruiethVitt; r ; s; Bruce Stuart; Roger We er; , Gary , Green Minutes of previous i eetirigs reEd and approved. The Mayor opened for discu ssion the matter of a schoo L bus garagT . August mainexpaine 2 1/2 Street is inad quat a Iresent Due repair arex for their needs. Their pl at ns the a a to uild a reps facility for uses This is unused land nd wc on wes ern an area a uld be suitable for their eipanding e okil needs. -This--area--is- 9fee ro will be a 4 lane roa way ame a Lane and rro-fffs—oia n the future, ry a, w Mr. Hein stated that the land shatiltes. He felt t at t use for schools is not in "me in clearly a school oo clearly defined by There are alternatives to repair facility but a of tures of tax monies. requesting the City to consider now ey all seem to invol P meld allowing tiona this experdi- resen propos s ore permit or a zone change at es om the city either a-condItionELL a Putlic hearing. use Mayor Storey read thi letter a public hearing to 11 facility. This area is 3CO area within 300 feet. apublic beam from the Joint School Di a building pe=4t to accom.04ah feet from Cherry Lane - He stated further that a tric fe orova ne No.2 tbedr t from hange requesting bus repair Camellia. to surroundingland would — -require Mr. Hein explained t1at answer to the question of 4arvii Bodi - a that -- __ c un co e r However, matching fundsarewithbeld Sze usiaprran from land purchael. — Tlis mi en s.ma ht eliminate -- --The any as Ma yor stated tha be — elt--tbatin size of land area The property - most logical location is A the prese t Jr. High Richard Williams sug este that the City hold a heariag concerning this -- �oaer o3 a zone c e ec o r c. — _-The—motion was made y that a public hearing be I rWilliams and secon a eld in the matter of the ch y e Lnge e of zon smussen to "C" — mmerc ar or the n land at West 8th and Cher c oo s r c o* 2 for y Lane for the installation of a or til School School Bus Repair This motion sled• a liam , Yea ytb. _ Bodine, nay, with the reason that d for nou thi5 9 matt r is The bids were opened for a el ated steel water tank and tower These ----biffs—wer-e-placed on he opened in full view f alTpreseht nel able face up an se includinit the fulI e,, City The B Counc de were 1 and Mayor. Meridian City Hall Julv 12. 1976 Bids for Elevated St el W ter T and Tower: Pittsburg -Des Moines Steel,Company Chicago Bridge an Ion Box 7 a e ve. ., a ovo, e, tah 401,200,00 339,200.W The Motion was ma e y oNaverro that these two bids a en un an secon e y nne er advisement by the City sm ine ssen rs, JUB Engineers o review a recommendations special meeting to b held July or acce 14, 1976 at 7:30 A.M. at tie ance City a a Council ers. -----Mo-tion passe : o a e, ye ; Navarrot yea; sen, yea; s, yea. The Bids were opened for ell and #10 drilling for the 1976 Water Project* These bids were placed on the Ucuncil were opened in full view of all table face up and sailed. present including the full City e bids Council and —tRe ayor. Uount Bid Bidders were: Kenneth Witt Rt. 8 Caldwell, ID 836o5 789612.95 Schedule I 39,123-15 Caine Drills g 1514 Longmont Boise, ID 83706 Non Responsive %sel no respo pr perly rtunity employ r. s Bid y signing the IDA Fo m 11 was returned to the enve Ecott ope for mic return o a er. e o a.on was maTe-- y M van that these bids be ken der advisement ine an seconded y enne to be revie d b Rasmussen the Engineers - - Engineers, rec mmen ation later time, July 14, 1976 at 7: to be presented to t it A.M. oun i a a Motion passed: Bods , yea; Navarro, yea; Rasmussen, yea; Williams, yea. y rer of Health ei ina establishments, ions for the City - om copresen e e quar er eating establishments and drinking This report was accepTe -n p The establishments all ha rectived,a file copy of their pe tion, -- co is o mee r ordinance for eating and rinkirg -3Mne a� n tie near ure establishments* ore should riew an strengthen e Ulty Uodes Ilf a pe, ummes-ohnson prese e e a project, as required by the EPA emen or inee ser n projects of this d. as ortt�e -- : o son s ex aun a This matter is to be studd by nor es on page e y he Council and actio take ne. n at later time. Phillip Marshall is o co tact t Carl Ellsworth remarked ccncerniag e City Clerk to f ize the outfall treatm nt r he re quireilentse uiremeats This meeting will be recessed to July, 14, 1976 7:30 A.M. Wednesday morning to finalize _ Carl Ellsworth requested a meetiag with the Board of kppraisers o meet prior to the spec mee a es on 2 1/2 Street at F*irviefw in r morning to discuss t e co lation to private 1i ense truc and 17,tblic ion project license In the ma er o me r i llat ons. 0 • Meridian City Hall 03. July 12 1976 The Mayor read the Bitildirg Building nspector. s Permit son report for June as a ese m nu aubm a. tted By the Across from Mr. McFadden on and graveled Tt Wag repc Ted Hepper. .The lanc is Commercial then a house, then t e ferced Cherry ir Lane there is a fe . Vernon Schoen that facing Cherry Lant area all commercial, iced -1,j, in in area *long front of graded . to the e r s installation requirements to be a waa Fgad by e met. yo , e a Ing fre, A letter of substantial completion of Northgate #3 also read from J -U-13 1=g1neem.s su s y ready for ac.,eptaitce, Bruce Stuart reportec that there are some items to be corrected before accep ance of NorthgEte These items are to be investigat3d and completed before thl City assumes responalblity, The Mayor read a letter from WebN Johnson, Redford ani Gre ner, claim of 21 -ed E. Wilkerson o o This was an individual are , ted b7 a Kuna Policeman ani a %4ridiaz Police Officere -The person arrested me there is no substance to his undue claim. force In arrests o o Ices a� The Ada County Highw4y Dis rict resented a letter stating the degree of participation to -finance estimated at approximately a spe $3, census a am .00. un o e costs it was scuses a s ce Ken the City Clerk take a ne sus s essar ou a con nc a steps to perform a s a 3PeCiltl census by the Motion passed: Bodineg yea; Navarro, yea; Rasmu sen, yea; Villiama, yea. The Mayor brought up the matter o the community shelte and cern he to Df the 15 Acre Park DweloPment. e p acemen o f t lot.. te re troom ac1IMes, thou a re Community shelter an coul room be b common co a neficial planning. com ne r a It was thought that he to lot hould be in the area of tle swimming pool This matter will be esol din he near future. Owen Frost representing tba Planning and Zoning Commmii sion prese ted the These minutes are on file onl with i"eeting June 21 , ftiese minutes. 0 9 Meridian City Rall .4. July 12, 1976 The matter of the Fa)riciids It was thought that 8 dwellings lan4 lying on East Pine sad e-ecunty Oo . to the acre could create Locust G ove, p oblem . The Planning and Zoning the County as a prolmr be OK. because no deielopment had 1 requLated denial at this use or this area. co ld proceed without C ime. ty water aid sewer. GaryGreen Chief of Police. prepented the monthly report f pro lems presented to the City Police Depxrtment. This is on file irith these minutes. Bruce Stuart re orte that to repair the 3 wheeler it would cost as follows: New Engine $1,0(0.00 plus 50.00 installation Overhaul Engine 500. plus engine removaL and return A short block I575. plus exchange costs. There was discussion It was decided for t this. pit. to look into this mor full . - It was pointed out ti t perhaps9L golf cart might be onsi ered. The Work's Supto alto warehouse area. Only reported -one oncerning the asphalt bid r eived fors roximat bid for the 1 $1200. This matter is to be actual area to be black held toppedis in aberance to secure more _ Dias And measure the Mr. Stuart and Mr. Rasmussen re rted that there is approximately 7200 feet of PVC " pipe in tho dealer that will pay yard $1.8 that s sun and heat deter er f9ot to take this off ti . There is a ur handso _ The Motion was made ly VA -F14; tbA- 811 PVG_ pipe Motion passed: Kenneth Bod' Rasmussen and seconded by Richard Williams Ido e ; Navarro yea• Rasmu sen a• i1illiams, yea. Works Department is a ut reidy for aocupancy of the n wly c4onstructed ---The building. Mr. Stuart reported 1hat dow linds were needed for the windows and was instructed to look izto the costs involved. - - - -- - - John Navarro reports( It was decided to ask oentac that thia the 1 st dip on 8th street to be removed by the ACRD. crea es a traffic Mr. Will s should The matter of patrol n b some the was brought up. of this is the result of faniliarizing ogr s to assist in locatinglaces themselves more It was reported that with the area and mapping quickly when an emergency situs on appears. Richard Williams re be 10 feet back from rted the that c s are crowding the b. a are encroachinglose orth turn d should to t e curb. It was thought that citation ould be given if the viol tion ersists. 0 Meridian City Hall .5• • July 12, 1976 Vo u her Date Purpose Amount 102 3.7 Idaho First National Bank Water -Sewer ncome coon , 102 1 6 i0.76 --Electrical Idaho First National Bank Water -Sewer Income A.,count 11,433.05 102 2010,76 Safety B eau Electrical Inspec io 102 3 Void Void Void 102 10.7 Cooperative Oil Asso iati , In ar ain enance5084 102 5 6410.76 Western Auto Associate Stopre Maintenance 181.73 102 6..0.76 Ada Gounty Sanitary Landfill Land Fill Yee , 102 7 6..o.76 Meridian D Meridian Drug 46.12 eu Amen mean upp es 6-1.32 102 9 6 10.76 First American Title Company of Idaho 15 Acre Parr 182.50 Wycoff Company, c. upp es 102 1 6..0.76 Idaho Humane Society Inc. Pound 38.50 Idaho First Nafi`ona`r1kuiR__a er ewercome coun , 102 3 6. o.76 Void Void Void osep r es mmoul.in 102 5 6. 3.76 Department of Water leso es Filing - Wells 70.00 . 4.Roger Welker, e e 102 7 6. 4.76 Robert Moore Fireman 117.00 .24.76 es tuarfiremen 98000 102 9 6.24-76 Brent Walker Fireman 102.00 0 0 0 10 1 6. 4.76 Raymond Voss Fireman 203.00 Gary Harteman 102 3 6. 4.76 Greg Boyd Fireman 172,00 Ken Bowers reman154-00 102 5 6. 4.76 Sherman Louderbough Fireman 69.00 - P tman Fireman 102 7 6. 4.76 Kenneth Crawford Fireman 77.00 . rnce Stuart--- reman 102 9 6. 4.76 Bill Luke Fireman 123.00 Y0 6 Mike Losh Fireman 102 1 6. 4.76 Jack Littlefield Fireman 52.00 .- 102 3 6. 4.76 can Mayes Jr, Larry Scarborough eman Fireman 184.00 Gary-GreenFireman 102 5 6. 4.76 Robert Voss Fireman 196.00 -70.U- Dick c zs zan reman 102 7 6. 4.76 Richard Cantrell Fireman 57.00 - ,76 Robert es er - eman 102 9 6. 4.76 Wayne Skiver Fireman 123.00 .7�o er ue - r-eman 10 1 6. 4.76 Ralph Carpenter Fireman 62.00 -I . :76er ox _- Fireman 178 102 3 6. 4.76 Warren Calhoun e-A-C Fireman ca ion es___ 131.00 324.-0O--- .76 erz an o un eer eme 102 6. 4.76 Idaho First National Bank Water -Sewer Income A coun 8,439.92 .76 aryl -Green or z one 102 7 6. 8.76 Larry Scarborough or'Citg Phone 2.80 , 6 regory o or y once -3.35- 102 6. 8.76 Warren Calhoun or City Phone 8.35 _1 . .-% S-umn®r � o�nson -- - eer 10 1 6. 8.76 Donald M. Storey Mayor_ 530.40 . avarro CounclIman 1030 6. $.76 Marvin R. Bodine Councilman 89.65 enne�smussen ounc 10 3(5 6. 8.76 Richard C. Williams Councilman 89.65 -103C . . race oar Work's up . 10 3(7 6. 8.76 Dewey R. Davis AssIt. Work's Supt. 678.39 . y iccan ra or a or 10 9 6. 8.76JRRa�yyWilmot Labor 264.52 • hiefof Police 738-73103 6.8.76 V Scarboro1 patro-iman 585.57 _ 9 • Meridian City Ball .6. July 12, 1976 Vou e 103.26 Gregory F. Boyd pp��.a�se Patrolman 614.22 103 6 Halt Rick L. Richardson Pet tr olman Patrolman 586. 543.98 103 6 Warren Calhoun Patrolman 561.39 $676 . John Dale Durbin Dog Catcher 196.88 739=01036 Helen Ryker City Treasurer390.35 lfvrisb 103 6 Effie C McDonald Clerk -Typist 278,88 103 6 Tamera L Perkins Clerk•Sypist 328.96 103 6 6. 8.76 Paila Haffner Clerk -Typist 269.99 10348 6. 8.76 Roger L Welker Fire Chief 88.75 . 103 6. 8,76 Beverly M Hendry Rec Supervisor . 56 106.80 103:2 6. 8.76 John Thomas Berg Rec, Coach 233.15 87.08 103.3 6. 28.76 103 6. 8.76 Deborah Lee Hein Rec Coach 127.10 103 6. 8.76 Rhonda Jean Holloway Rec. Coach 162.11 9.ie- 103 6, 8,76 Rod Lowe Scott C Newell Rev. V-0mutr Rec. Coach evmui 63.55 103 6. 8.76 Colleen V Brandon Schmeckpeper Rev Rec. Coach 63.55 Ric. Coach 127.10 - 183King 103 6. 8.76 cPeper Sandra Stuart •Mona 103 6. 8.76 Lee Fredrick Carl Wood -----Rec. Rec. Coach Seezetaij-Pbe- 3-55 42.36 202.50 103 6. 8.76 Betty MeGol ick Idaho First National Bank Water -Sewer System Account 11152.02 _er- 1034 6. 0.76 Hem , State Income Tax Division Taxes 19 9,65.00 469.40 103 6. 0.76 Colonial Life & Accid nt Insurance 237.10 - r7 _ - 1035 6. 0.76 Association of Idaho ities-Group Insurance 736.05 is Rapt ment to n of daho-- a l s58- 1035 6. .76 Social Security Trust Fund FICA 59419.99 Nc - - i la#utenan --$.00 -- 1035 6.'0.76 Liquid Air Inc. Cylinders 4.00 _laBank ---53 1035 6,k,76 City of Meridian Expense 60.41 103 6..0.76 ernon-S hoer Practical Trash Can lder Park -5- 280.66 0,.76 --Farmer Broth -- &dpplter- 22.50 1036 6. 0.76 G. A. Thompson Co. Forms 40.50 9.37 _ 76 - ..Welker - 1036 6. .76 Boise City Communication!. dvisi Radio 51.35 1036 6. 0.76 Starline Equipment Cc. 51 Damr!13T Repair 33.00 1036 6. o.76 ren ---- Ada County Emergency MedicLl Serrices QRU 176.55 _ig3670.94- 103 6. .76 City of Meridian Trash Haul 32.45 - einti 1037 6, 0.76 Strang Sand & Gravel Co. Supplies 46.49 103 0*76 £ - 1037 6, .76 Roto -Rooter Sewer Seivice Co. Service 157.50 • 0 Meridian City Hall •7• July 129 1976 Vou her 103 5 6 Date 30.76 Boise City Sewer Division Purpose Chlorine Amount 215.00 103 103 7 6 30.7 30.76 Idaho oncrete Pipe Bureau of Federal S o., plus c. Property e Supplies 227.00 3 103 6 30.76 Yates Bank uppl es Zamzowos supplies Supplies 26.90 103 1 6 .76 A Systems Inc. Meridian Plumbing uPP es Service 196.38 105.79 1 103 3 6 .76 Centr ffice Equi Kalbus Office Su 1 en Equipment Supplies 194.20 103 5 $ _50,76 3Oo76 Ada County way Consolidated Supply strict, o. cuts Supplies 674.35 10 7 6. .76 Hopper Electric 2services Water & Waste Water Inc. qui nt C 7 a ce pang Material 4.1.88 315.00 10 9 6. 0.76 Western a Services Idaho Photo es Recreation 2.26 103 6.30.76- 103 1 6. 0.76 American Business Elite Cleaners p y Police Jail Blankets 7.00 103 3 6. 0.76 Idaho Humane Society Interstate Business ui nt Inc. oua Supplies 153.40 .30.76 103 5 6. .76 Brewer Pestontro Intermountain Gas Company Service Service . 41.70 103 7 6. X. ,76 Paul's Conoco John & Bill+s ServiceService er ce 146.49 103 b*30,76 103 9 6. .76 Modern r ters Neptune Water Meter om orms Parts 11002,38 10 1 6. .76 Syms- orCo. Valley News -Times Inc:Publishing orms 62.70 *30*76 10 3 6. .76 Evans Lumber cmpany Meridian Drug_ Material Supplies 51.56 10 4(5 6. .76 on s STieZS� Service Storey Feed & Seed Cc. service Supplies 216.60 10 7 6. .76 John , Fitzgerald S. & E. Auto Parts Attorney Service I05OUU- 42.63 10 8-6--_50.76 lo4(9 6.3o.76 Pitman oil Co. Meridian Lock & Key Service Service 157.78 - 10431 6. Oo76 J - IJ -13 neers, nc Idaho Motor Repair Service Service 4.00 10433 6. o.76 Boyd n Harry E. Hazen Supplies Excavating " 192.00 - 10435 6. .76 Mountain e Idaho Power Company - e ce Service 336.99 2,670.38 - --- Tie that the bills as r d be alio d. Ken- ---- ------ The Mayor declared Ahe ne mee ing session to be called on Jul 14, 1976 - --- --. --at-1:-- ........ This - - ---CFtyClerk- cc: Mayor & Council;Bruce;Chief;Sumner;Fitzgerald; AIC;ACOO;ACHD;Ada Commissioners;Ada Zoning; Central Health;Nampa-Meridian Irrigation; EDA;School Annex File;Tank & Tower; Well #9-#10; HhNQh 8jRS6js;Water-Sewer Project;Tedi-Sub;Northgate #3;Wilkerson File;15 TO ..al Date; p Ada Counl'y Assessor _ j/Ada County Highway District Ada County Sheriff Soil Conservation District -✓ it ;%urt Director r -vise City Public Works Boise Police Department Boise Project Board of Control kl'` Central District Health - �Fire District (A'u&&e} ✓ Irrigation District 041.r- -�School District (lett '. ) PX;ewer District lip, ) t -Wafer Company (� ) SIAIE OF IDAHO Health and Welfare Military District Public Utilities _ Water Administration UTILITIES Idaho Power Co. Intermountain Gas Co. Mountain Bell Telephone P-�_ZONING COMMISSION (*trt,� ) /CITY COUNCIL ( ) FROM: Ada Council of Governments, Local Public Administr•atinn Division SUBJECT: Rezone request review by Zoning Conmrission .41-, This department has received a request for it change of zone from Z)-;2 to which, if proved, could allow n.�x Mfr)❑/r]operty is located ��i�n .o/�l!/Eii� .lA/ � aAw/. /AAX . A,, any cl*ments or recoftendations about this reione would be appreciated. RETURN TO ADA COUNCIL OF GOVERNMENTS - 525 W. JEFFERSON COMMENTS AND RECOMMENDATIONS: hurt: To insure that your comments and recommendations will be considered by the Zoning Com- mission; may we have your answer by /l "-- 'L l / / 17 6 11e017r. I I SEC.6—T3N.-R.IE, SEC. 5—T,3N,-R.IE. ADA Cp Y ZM C M *N ADA 00MYY ZOPwo CMmBUM r. _' R-4 p•N D EzR-4 R 4 D - 2 — — --- {---- ---p.2 — 0-2 lit - R-3 P-. R-� ,R�4 - wz R-4 I. - R A • ° ,' r —_—__ ....... l p.gs MY OF MERIDIAN D-2 I D_2 _..__' I" .......... ' R-4 , CITY OFI.i0_ r MERIDIAN -?�...+ {\� C ¢ - J11 - T I�1,PLEA �I VA JJJ r R2 N D 2 b•2 — -� I..r.,.. I.... , R/D/A� Irl pll, �ljhl _ R 4 r ....I MP l Ip,I�l�eflI Ill• i ". I Marc IT�`AWllluflli' it��NflNlipV IF .D z4 Rr4 D, M I ff BIW:--- •.... ... �I�I�IpI 1�1�1��1��1�1�1�I��I��j �N��I�I��,I��I�I�I��I�I�j{f�� • , -' � i UIIDA➢1WID.,�111➢➢ M•1 ,. - --- (IIIA"i'N1I� II�I�IH 1�:^,li(tl ;.._✓ A D 2 D-2 M l i RM '�al , + ' imp U-8 ENGINEERS,Nc. i s r/r tft Aw so. Nampa, Idaho SMI Telo*oen: 4164t13—Mid011 wrl .r duly Z.1976 i v Ipf. Lrlad V4, Robison 'iarmtes Now dd"nistratiou QI/NrlM4 Road .,.. ., s 57 baso daho M05 r> � e lebstahtial Cosplation of North Gate No - ' o. a j)eyelepaltat Ficillt N you ace aware aur firm prepared the �evelopMak Plica datasasta far, the.stroat, drainage, water, serer, and irrigation ;t lowcalletio% serving tG;w o orth Gate No. :3 Subdivision so, constructed j, In Wesidiac, Idaho. Record drawings and the conatkuction,spoeifiaatioad ase+aaalosee for your information. Members of our staff have evade periodic visits to the site to tcbil.larlq `us generally with the progress and quality of the Lark sad go daterin general if the work was proebeeding in aoeordasae with the place. This was supplemented with inapgction of the vOrh by. aty,oi Naridias public works personnel as the egnstruction work pro greased. .Yased on these periodic visite and our on-site observations " t J'+ -X .,G w baja latesttined to she beat of our'knowledga, information $od belie!• t the ,quality of the u work and the grades thereof are ebaeaoeially is { aaaard"to with these shawl on the plans as prepared by our, firm* ' The deveiopmant plans were approved by the Central Dfetr qt a� $5.µ5 a. t, Ik1th'parts>.at on Novnad,ec 19.:1975, as ataup oR ae';off itial s►praM4d > k ase of plana on file 1n our office. The said plana are available for +! 4 _ rt...ysmr. iaepeatisa. .blas-gasp'<et an approval -tette*.-dated foRwry 13R<r y 't 11769 from the Division of 6nviro4ment, Dspartmnt of Hsaltb *Rd r ° �x �. Welfare is walosed for your records. R1Mcssely youra� . e . J- xt r t� s ,t. ,a n> °�'r:4xl'� ♦Ire.,.: e � e ,ar ` Sumer K. Jo OR ,.l.i.,� ♦ h { ,.ss><.r 6tii►lofiold DavalOpnsat Co. M/seal. E � Y i., � x x � y'r� „ ; .�er., city of Meridias MERIDIAN POLICE DEPT. Nenthly Report Date une CAR I CAR II CAR III Car N" 15702 62552 ` 82672 70593 ' Ydles.driven this monthlir,g� _ P93A .__ R65 397 Total miles to date 15702__ g595 All cars, Niles driven tris month F -y,43n� 8349 ATT, c-re, Miles tc date ` Approx.,,rorairsffor cars i DCOS Picked up this month 29 Disposed of 2A Total to date 101 Total to date 71 Citaticr:s issued 1 JAIL (Held) s: JU7tI:IL ^, ADULTS 4 Held this month 0 Neld this month Total to date 3 total to date it. _ ACCIDENTS Total this month : ii 1-Car 2 3 injuries Train ict►] to date u5� 2-Oar 9 Notorcycle This time last yr. 3-Car School uuo ?, Total this time last year 4-Car or more bike Others Pedew.. ian ith aJc: I'LLILE (Hrn. 'v.ork) Bork this mer.th (bra) Total Hours to date ` ^ CAW, (Calls) t' Calls this mouth This time last year 163. ,otai to ants 1257 _ TO.. al this tine last year 1032 !: • "y AftfilySTs:'' JUMILIrr ADULTS This month number involved0 —� This month number involve„g,-� Total to date Total to dateLq Cess involved w Ca:. a involved Total to datk Total involved LMT T1CN 13,UM Issued this month 49 Issued tris time J& et year � Total to date 458 Total to date thin time ....376 ` :;mJ Y of GI tTICNS dlf "o f',r„n+ ;lrivu;t- (erd) !)M w,ay';treet Viol,' ,t �_. .tom 1.__ �7or,:nFadliphts Tratfic l Iii ;(t Obstructed wisoow ;.i(:, Vi(1. ation- 1 ...rat rrlcir:jp Bacula ^n t. Viol ,tir.r.-;n 4iolation _ xcessive ACC.' briri^.0 +r17�t::i:; co close —11rurikIn Public �L Ir attentive +7ivir[ _ �i:;il. tb Y.'Lelc' ri ht, of "aly 'i'al to, dim :_J,_,No-C turn Vic.lation r l.r't. V�<1 (ti.cri ��fail to -yield to po>'s fas ink Viclr.tion � Jn s cnncd .btor 4 Mole Fail to yield to _."��.lrit<• Line iiolati(:n lr (>1 ta:cn of ba:,ic }willeA'r. -" �rr Mia 4 _ Turning Viclrtiori ,rir. , w cf fico. 1 Loose Animal __�.,,L._,IlLE2x9Der lane Chaeree,, Total 242 Nw ber nd ':%pe:; o.t' (calls) Crimes9_! nliritini. w/o 4riminrl Ilorrici+ie ; capons license aruance 'it'•"drr _ ^rostituticn & i:a7mc, vice '� iota or major that -- --- :arelaurhter �- --”- rx Cfi'�nse Littering _ T`ktt. ,-.u.rtir.r D u , La" P Fiomb threats :ape ` %tta tape Robbery ar ^Firsts — Uzintt.Fn(l,.d tient}l �` j•ish Y Garr.e Viol. , Curfew &Loitering It 2T, Assault Felony 8 1 -;:inp Vorson } ecii ca1 Assist .,,_� _ 3 _kunavays 2 t,ssault (gimlle) 4 i ubli : s_eist : Traffic Bur;-] tiry i2 FropPrt.y shack _Private i'rop'; Atterlpt (-d 5 9 Lost & rcand5 T Comp1•:iats F .Pesidenc- __Abandon Acanon V hide Parklr:g ki}sin(•,se ln,uto �� Qi'fenses t,-in5t rcen and ChilurFn 8 SuspiCioua • .ircupi. ,. _.._.�+y;:laints (rand L.^.rct�ry iirtinhrne as ��Anl .al (cther� �. Petit l.arcmq y Llnuor rias a �'uisturb nqe Auto Theft ( A Mon 1l] Ccu: ot,ion i LCIGbatiC c --meq-•- ' �r~lor, c�ry 3( Cnttnterf'ri . )C R6r'99Jon _ c,o:uer•]y conduct •eanai e � Fraud 2 (bsc ne 4 t:uisrnce YF.aru .Frunk '�"'�Ttioise ' "Snberzl erriant G_:1_le -- 4ivil C, (1. P 1 Cont-1Lutint' rcAler elrn rrope� ty trjmotor veh. , T(:ther i:uying ire,par. ing 11 l+ireCall ecriVing &ca be Grublirte r 11 Vendaliam _-Takink motor w/e, consent 2_Cb .,uicide ; _tefucinf rimer. CurranoyLl1er&1 cone Conduct icl tett. +uiCioa "'Z�Arrest ater Problem r - "'dens 1 i f Ir;.;pection wTampering father ,septa. 1, 1 *Inrarm^tion ( 'esistinr Arreat �=lireHrm Cr 1 w/U,S, mail I Harassment a ly_`hl .�.� { :1.1i'C{�. �ai[.L 1.. M t�—.l � = _ u�,_�JL _ll q: l..S_Ls.J�:laJi.__r4ItE`�I[ •' t HUB 01; TREASURE, VALLEY A Good Place. to Live CITY OF MERIDIAN OFFICIALS 728 Meridian Street - COUNCILMEN HERALb J. HELEN AVKER. COX, CrtY CLERK. F O TKEASUAER MERIDIAN, IDAIIU JOHN R. NAVARRO WAYNE D. SKIVER SKIVER S, L. 'Sip d. ' BRUGE U. SRATH. CHIEF OF Pouce STUA Rt, WORK SUPT 83042 Phone BU3-0433 -MAR NE R. KENNETH W. RASMUSSEN `. JOHN O. FITZGERALD. ATTORNEY . ••. ROGER. WELKER, PIKE CNiEF - - DON M. S'T'OREY HERALD J. COX, ?RAFFIC BVREAU SEC. ZON.40 BLRUNruNc ' .Mayor BU11DILG DEPARTMENT 1,11oathly Riwport No o�Po�E�s ' Type No, I Total 1*W 4harg�sei Total Value Pcruit� for loss= eod1e. , listed NOW ho:203 ' Ragod`al'ad � � M ho:AQ3 /4pI Mobile homas V ` '-----�- !APartmonts � � _. ,.�.,...„.,_,._v.__ ....._.......,�tt//yy.. ._...,,:_ ' G'tm>38rcial •- &199 ✓r.`0 ao I i F t. na +,vwwA.RwvaM aan+i arF.m via. .n,wvv xunnfvmfwarwvN ' •.,v'Cxt rNxrWEiuI1�MYtM'w1MYwwh+� t i Totalfor the Month 3Z D X99 00 of i vo •, ,� Total to date ��'f' y✓` ! 217 �4 w o- a •'� Duilding-lhspoctor h �� Yern'TeGen wT. f ^,M 1 t • qq SIM P W � �' r`�... In �l11}111�e1tK1t1 tIM WAMO t . MM 6�11<aNCA1M 1N�YMM Nr.1M, � "R''NI'IICVI��ryyy�� s N 111x' Nri11C1gC raC • we 1M�IC 11 N.N pMCrwO 7 ✓tehlN MN N M4. v r , r N k 7 9 a t. k, i t. t Cy.-. PROOF OF PUBLICATION State of Idaho, County of Ada I, ___-,7iLQ� -.�J�jp]✓ /-J�� --, being first duly sworn, depose and as that Iover twenty-one years of age, and Chief Clerk of VALLEY NEWS -TIMER, a weekly newspaper of general circulation, published at Meridian, County of Ada, State of Idabo, and that the annexed nota was published in said paper once each, week for _..— consecutivew lea the first publl flan being on the -./_U --- day of --- - - -•. 181 ,and the last public tion being on th day of 19.._�% . That said notice was published In the newspaper proper and not to a supplement. That said newspaper had been continuously and uninterruptedly published In said, county for a period of 78 oomecutive weeks prior to the ,'• first publication of this notice, and L a newspaper within the meaning of the I o statute —� Chief rkk_ Subscribed and s rn to before me this day �. o1 -- — — 9 Notary Public 1n and for Idaho } Residence or Postoffice Address Idaho W r. 1976 ELEVATED WATER STORAGE TANK PROJECT CITY OF MERIDIAN, ADA COUNTY, IDAHO ADVERTISEMENT FOR BIDS Project Number - 07-01-01600 Owner - City of Meridian, Idaho d 'Separate sealed bids for the 1976 Elevated Water Storage Tank Project, which consists of the following: (1) Furnish one (1) 500,000 gallon (net) pedestal spheroid water tank; and' (2) Erect and paint the pedestal spheroid water tank in Meridian, Idaho; and (3) Furnish detailed design and plans of a reinforced concrete founda- tion for the pedestal spheroid water tank; will be received by the City of Meridian, Ada County, Idaho, at the office of Meridian City Hall located at 728 Meridian Street, Meridian, Idaho, until 8:00 o'clock p.m., M.S.T. _July 12 1976, and then at said office - publicly opened and read aloud. The Information for Bidders, Form of Bid, Form of Contract, Plans, Specifications, and Forms of Bid Bond, Performance and Payment Bond, and a other contract documents may be examined at the following: Meridian City Hall, 728 Meridian Street, Meridian, Idaho Associated General Contractors, 110 North 27th, Boise, Idaho J -U -B ENGINEERS, Inc., 212 Tenth Avenue South, Nampa, Idaho J -U -B ENGINEERS, Inc., 5903 Franklin Road, Boise, Idaho Copies may be obtained at the office of J -U -B ENGINEERS, Inc., located at 212 Tenth Avenue South, Nampa, upon payment of $20.00 for each seta Any unsuccessful bidder, upon returning such set within thirty (30) days and in good condition, will be refunded his payment, and any non -bidder upon so returning such a set will be refunded $10.00. The Owner reserves the right to waive any informalities or to reject any or all bids. Each bidder must deposit with his bid, security in the amount, form and subject to the conditions provided in the Information for Bidders. a — Attention of bidders is particularly called to the requirements as to conditions of employment to be observed and minimum wage rates to be paid under the contract. No bidder may withdraw his bid within thirty (30) days after the actual' date of the opening thereof. Date Don M. Storey, Mayor -2- Lit otfirs rth, 10knsta, *rbfarb & �rerarr 1�U liibrarour 11519 ' } ! 9 sling. J47, t Wow Our. Tajo 19111 arron d. JohAron June 23, 1976 P q Now 27a3 M4q A. a.tlwrtl ToloPhon. `.. Itis, 342-aS71 aichord H Greener - Aro. Collo. ida irodrro V. SAoomsker Am" a...undnwow, dr. .. Mayo2 i City Counselmen of Meridian Cit Hallsra' Meridian, Idaho Rei Claim of Fred R. Wilkerson Gentlement We represent Fred R. Wilkerson of Ammon, Idaho. Dur client has previously filed A claim for relief pur- suant to the Idaho Tort Claims Act for injuries inflicted by certain police officers, one of whom, Dennis Scarborough, ' was a police 'officer for the City of Meridian. We enclose -A copy of that claim which was filed with you together with an acknowledgment of receipt of thq claim for your conyanience. What is the position of the City of Meridian with regard to our client's claim? Would you please advise as to whether or not the claim will be paid so that we may adequately advise . our client. We must file an action in this matter prior to August, It 1976 and therefore would appreciate hearing from 'You within the next ten days. Thank you for, your cooperation, !" var truly "aura, ai Ve RICHARD H. GRERNNR:�a• ( 4 RHGalm s 4 „- , _;-.....__ .. -T, Nlk4ANIbx45 {, i,9 I 1,.s„ i CENTRAL DISTRICT HEALTH DEPANTIVIENT MAIN OFFICE F 1455 NO. ORCHARD Serving the f 9 BOISE; IDAHO 83704 - counties Of.:,. TELEPHONE 375.6211 June 18, 1976 a h-. Mr. Sumner Johnson J -U -B Engineers '212 Tenth Avenue South 3 Nampa, Idaho 83651 I Dear Mr. Johnson: I On March 11, 1976, our office requested that Mr. Rick Orton, then with your, firm,supply us with the following: T 1. Certification, as the engineer for Stubblefield Corporation, that the lift station and septic tank system that serves Northgate`No. 3 Subdivision has been installed to approved plans and specifications and is acceptable for the application of not more than 10,000 gallons of effluent per day for not more than 18 months, The date that'the'system i be6sme 6parltional needs to be determined. 2. ,Acceptance, as the City Engineer of Meridian, of the lift station and septic tank system for maintenance by the City of Meridian. If I that maintenance is to be performed by someone else, their mechanism of perpetuating maintenance needs to be reviewed and approved by our i attorney.. Since the system is not approved by our office until the above have been completed, we request as early a reply as po'ssibl Please don't hesitate to ' call if you have any questions regarding Chia mat r. t _ S c ely y�' l' o E. .S.: Sr. Enviro ental quality Specialist 'cel ;:.Stubblefield Corporation Herald Cox, City of Meridian Jerry Yoder Mike Southcombe Harold flyer, Supervisor of Environmental Health ., hmo r 4 w 0 z z O 0 m N Q y_I _y O z AC mz p �l > To 0 oz H �C s mo CC z H ;c z m� mo ez AC -z y , m D A r w a .. r O C n co N W � H Q n c rn M ai A" N w yw o ry N n rt r 1t CL E- 0 0 CITY OF MERIDIAN ADA COUNTY, IDAHO 1976 ELEVATED WATER STORAGE TANK PROJECT EDA PROJECT NO. 07-01-01600 SPECIFICATIONS AND CONTRACT DOCUMENTS 03 aqua rranKun Koaa 344-7938 TRANSMITTAL SHEET Client: Mr. rerald J. Cox Bate r.tty 7, rQ?h` ,- - City Clerk City Hall Prot No. 43fi5-h Meridian, Idaho 83642 Deliver To ITEM DESCRIPTION 1 Addendum No. 3 1976 Elevated Wat" T P � '> City;of an d L ,I m }M1 SHIPPED VIA NO. OF CONTAINERS S J-UU EN131N� C. - IN / Gff /� 1. Lr*rj" -- C? vfoA.-' a: mail 7 BY Gyndi Branch DATE 7 7h Received by: Date Sign, Date and Return White Copy July 7, 1976 ADDENDUM NO. 3-WST 1976 ELEVATED WATER STORAGE TANK PROJECT City of Meridian EDA Project No. 07-01-01600 • The following changes, additions, and/or deletions and clarifications are hereby made a part of the 1976 Elevated Water Storage Tank Project for the City of Meridian as fully and completely as if the same were entirely set forth in the Plans, Specifications, and Contract Documents. Changes, additions, and/or deletions and clarifications in the Plans, Specifications, and Contract Documents are referenced by page number and shall be as follows: 1. Time for Completion of Contract. The time for completion of the contract of two hundred and twenty-five (225) consecutive calendar days as shown on the following pages: Page 5 - Item 9 - "Time of Completion and Liquidated Damages" Page 8 - Paragraph 3 - "Proposal -Schedule of Items and Prices" Page 18 - Paragraph 4 - "Contract" Page 26 - Paragraph 1 - "Notice to Proceed" Page 88 - Section 4.07 - "Time for Completion of Contract" shall be changed to read two hundred and ninety (290) consecutive calendar days. 2. Page 95. The first complete paragraph is amended to read as follows: "The design and construction plans shall be submitted to the Engineer for approval. This shall be done within thirty (30) calendar days following the issuance of the Notice to Proceed by the Owner and shall be approved by the Engineer before fabrication of the tank commences". 3. Page 95. The seventh complete paragraph is amended to read as follows: "Following the issuance of the Notice to Proceed by the Owner the Contractor shall submit a detailed set of shop drawings of the proposed 500,000 gallon steel elevated water tank." 4. Page 95. The eighth complete paragraph is amended to read as follows: "These shop drawings are to be submitted within sixty (60) calendar days following issuance by the Owner of the Notice to Proceed and they shall be approved by the.Engineer before the fabrication of the tank commences." Page 2 Addendum No. 3 July 7, 1976 5. Page 97. Item 4. "Cleaning and Painting" "General" The following statement shall be added to this sub -section. "The Owner will grant a reasonable extension of time in order to paint the tank if, because of cold or adverse weather, the Contractor is unable to start or complete the painting, while operating under the approved paint manufacturers recommended conditions for paint applications." 6. Page 99. Item 5. "Disinfection of Tank". The following statement shall be added to this section. "If, because of cold or adverse weather, a time extension is granted for the completion of the tank painting a reasonable time extension will also be granted by the Owner for completion of the tank disinfection process." Page 3 Addendum No. 3 July 7, 1976 NOTICE Notice is hereby given that this Addendum must be signed and enclosed with the sealed bid for the 1976 Elevated Water Storage Tank Project for the City of Meridian as evidence that the bidder has familiarized himself with all changes, additions and/or deletions and clarifications incorporated herein. Name of Bidder: By: Title: Date: B EiVGINEERS, INC. 5903 Franklin Road Bolae, Idaho 83705 (208)3447938.. SHIPPED VIA 1. mail i Received by: Vim; CONTAINERS .J-u7e6 E= 1 By di Branch and Return White Copy DATE 7-2-76 Date F TRANSMITTAL SHEET Mr. Herald J. Cox Client: City Clerk Date July 2. 1976 City Hall Meridian, Idaho 83642 Project No. 9165-6 . Deliver To Mr. COX. ITEM DESCRIPTION 1 copy - Addendum No. 2 - 1976 ElevatedfiIlkwo Q Pro- ect ,. OVVey.� ."" SHIPPED VIA 1. mail i Received by: Vim; CONTAINERS .J-u7e6 E= 1 By di Branch and Return White Copy DATE 7-2-76 Date F July 2, 1976 ADDENDUM NO. 2-WST 1976 ELEVATED WATER STORAGE TANK PROJECT City of Meridian EDA Project No. 07-01-01600 The following changes, additions, and/or deletions and clarifications are hereby made a part of the 1976 Elevated Water Storage Tank Project for the City of Meridian as fully and completely as if the same were entirely set forth in the Plans, Specifications, and Contract Documents. Changes, additions and/or deletions and clarifications in the Plans, Specifications, and Contract Documents are referenced by page number and shall be as follows: The fourth paragraph of Addendum No. 1 is amended to read as follows:_ Page 72 to 85 The Federal wage rate schedule listed as Vol. 41, No. 31 -Friday, February 13, 1976, shall be replaced with the accompanying Schedule Vol. 41, No. 109, Friday, June 4, 1976. Addendum No. 2 Page 2 July 2, 1976 NOTICE Notice is hereby given that this Addendum must be signed and enclosed with the sealed bid for the 1976 Elevated Water Storage Tank Project for the City of Meridian as evidence that the bidder has familiarized himself with all changes, additions and/or deletions and clarifications incorporated herein. Name of Bidder By: Title: Date June 29, 1976 ADDENDUM NO. 1-WST 1976 ELEVATED WATER STORAGE TANK PROJECT City of Meridian EDA Project No. 07-01-01600 The following changes, addition, and/or deletions and clarifications are hereby made a part of the 1976 Elevated Water Storage Tank Project for the City of Meridian as fully and completely as if the same were entirely set forth in the Plans, Specifications, and Contract Documents. Changes, additions and/or deletions and clarifications in the Plans, Specifications, and Contract Documents are referenced by page number and shall be as follows: Page 64 to 71 Schedules 111 and #4 of the State of Idaho Department of Labor and Industrial Services Wage Rate Determination dated March, 1976, shall be replaced with the accompanying Schedule #1 and 04 dated June, 1976. Page 72 to 85 The Federal water rate schedule listed as Vol. 41, No. 31 -Friday, February 13, 1976, shall be replaced with the accompanying Schedule Vol. 41, No. 109, Friday, June 4, 1976. Addendum No. 1 Page 2 June 29, 1976 NOTICE Notice is hereby given that this Addendum must be signed and enclosed with the sealed bid for the 1976 Elevated Water Storage Tank Project for the City of Meridian as evidence that the bidder has familiarized himself with all changes, additions and/or deletions and clarifications incorporated herein. Name of Bidder: By: Title: Date: •--V ' SCHEDULE N1: C PREY LING WAGE RATES FOR USE ON ALL PUBLIC WORKS PK04MS IN CONE {ITY WITH THE PROVISIONS OF SECTION 44-1006, IDA W WE. SOUTHERN IDAHO IDAHO DEPARTMENT OF LABOR AND (To be used with Schedules INDUSTRIAL SERVICES 3 and/or 4) 317 MAIN STREET, ROOM 400 STATEHOUSE BOISE, IDAHO 83720 'JOB CLASSIFICATION LAB GROUP 1: 'General Laborers, Sloper, Clearing and Grading; Form Stripper; Concrete Crew; Concrete Curing Crew; Carpenter Tender; Asphalt Laborer; Hopper 'Tender; Flagman (including Pilot Car); Watchman; Heater Tender; Stake Jumper; Choke Setter; Spreader and Weighman; Power Wheelbarrow; Scouring Concrete; Rip Rap Man (hand placed); Fence Erector and installer - manual or mechanical (includes the installation and erection of fences, guard rails, median rails, 'reference posts, guide posts and right-of-way markers); Crusher Helper; Cribbing and Shoring (in open ditches); Machinery and Parts Cleaner; Leverman - manual or mechanical; Demolition - salvage; Landscaper; Tool Room Man; Janitor ------ GROUP 2: 'Chuck Tender; Driller Helper; Air Tampers;; Gunite Nozzleman Tender; Pipewrapper Tar Pot Tender; Concrete Sawyer; Signalman, handling cement; Dumpman; Steam Nozzleman; Air and Water Nozzleman (Green Cutter, Concrete); Vibrator (less than 4"); 'Pumperete and Grout Pump Crew; Hydraulic Monitor------------------------------------------ GROUP 3: 'Pipelayer, including sewer, drainage, sprinkler systems and water lines; Free Air Caisson; Jackhammer; Paving Breaker; 'Powderman Helper; Asphalt Raker; Gasoline Powered Tamper; Electric Ballast Tamper; Sand Blasting Form Setter - Airport Paving; 'Gunman (Gunite); Manhole Setter; Hand Guided Machines, such as Roto Tillers, Trenchers, Post Hole Diggers Walking Garden Tractors, etc.; Form Setter (Highway Curb. 'and Gutter); Vibrator (4" and over); Timber Faller and Bucker; Metal Pan Installer ----------- 'age 1 of 6 Project No. �evised: June, 1976 BASIC HOURLY(FRINGE BENEFITS) NE WAGE W PENSi6N' TRENG. VAC. $ 6_62 .55 6.72 .55 6.82 .55 72 .10 .20 •72 .10 .20 72 .10 .20 1D76-5010, 1-23-76; ID76-5016, 2-13-76; ID76-5016, Mod, N1, 4-18-76; ID76-5047, 6-4-76; 1z<_ v .. - S 0 SCHEDULE /.1 ,JOB CLASSIFICATION LABORERS: ROUP 4: Hod Carrier; Mason Tender; Plaster Tender; Mason Tender (concrete); Terrazzo -Tile Tender ------------------------------------------ ROUP 5: Highscaler; Wagon Drill; Grade Checker; Gunite Nozzleman; Diamond Drillers on Drills ----------------------------------------- ROUP 6: Drill with Manufacturers' rating 3" or over ---- ROUP 7: Powderman-------------------------------------- 1INDERGRQUND WORK ROUP 8: Reboundman; Chucktender; Nipper; Dumpman; Vibrator (less than 4"); Brakeman; Muckers; Bullgang--------------------------------------- LROUP 9: FormSetter and Mover -------------------------- IGROUP 10: Miners; Machinemen; Timbermen; Steelmen; Drill ' Doctors; Spaders and Tuggers; Spiling and/or Caisson Workers; Vibrator (over 4")-- --- 1OWER EQUIPMENT OPERATORS: GROUP 1: 'Brakeman; Crusher; Plant Feeder (mechanical); Deckhand; Drill Helpers; Grade Checkers; Heater Tender; Land Plane; Oilers; Pumpman; RearChainman -------------------------------- ROUP 2: 'Air Compressor; Assistant Refrigeration Plant Operator; Bell Boy; Bit Grinder Operator; Blower Operator (cement); Bolt Threader Machine Operator; Broom; Cement Hog; Concrete. Mixer; Concrete Saw - Multiple Cut; Discing - Harrowing or Mulching (regardless of motive IC HOURLY (FRINGE BENEFITS) WAGE H6W PENSION TRN6. VAC. $6.92 .55 7.22 .55 7.47 .55 7.47 .55 6.77 .55 6.92 .55 7.22 7.92 .55 .72 .10 .72 .10 .72 .10 .72 .10 .72 .10 .72 .10 .72 .60 .65 Z .10 .26 .20 .20 .20 .20 .20 .20 age 2 of 6 roject No. Revised: June, 1976 - ID76-5010, 1-23-76; ID76-5016, 2-13-76; 107,6-5016, Mod. N1,•4-18-76; ID76-5047, 6-4-76. _a t . t SCHEDULE #1 BASIC J1 CLASSIFICATION HOURLY(FRINGE BENEFITS)' WAGE H&W PENSION TRNG. VAC POWER EQUIPMENT OPERATORS: lower); Distributor Leverman; Drill Steel Threader Machine Operator; Fireman - All; avy Duty Mechanic Helper or Welder Helper; ;ist - single drum; Hydraulic Monitor Fperator - skid mounted; Oiler (single piece tf equipment); Pugmixer - Box or Screed erator; Spray Curing Machine; Tractor bber Tired Farm type using attachments-------------- - $ 8.08 .60 .65 .10 GtP 3: Frame truck (Hydra Lift, Swedish Cranes, Ross Carrier, Hyster on construction jobs); tttery Tunnel Locomotive; Belt Finishing chine; Cable Tenders (Underground); Chip reader Machine (self-propelled); Head 1pa Inman; Hoist - 2 or more drums or Tower 11wst; Hydralift - Fork Lift and similar hen hoisting); Oilers (Underground); Power Loader (Bucket Elevator, Conveyors), Rodman, load Roller (regardless of motive power)-------------- 8.40 .60 .65 .10 GR■■OUP 4: rring Machine (Earth or Rock)(Quarry Master Joy)(Tractor mounted); Drills: Churn - Core - Calyx or Diamond; Front End and Overhead -Lnders and similar Machines - (up to and luding 4 yards) -(Rubber -tired); Grout Pump; dra-hammer; Locomotive Engineer; Longitudinal Float Machine; Mixer -mobile; Spreader Machine; actor - Rubber -tired - using Backhoe; Trans- rse Finishing Machine; Trenching Machines; Waggoner Compactor and similar; Asphalt Spreaders---- 8.71 .60 G&P 5: Concrete Plant Operator; Concrete Road Paver Feual); Elevating Grader Operator; Euclid evati.ng Loader; Generator Plant Operator; chanic (diesel-electric); Instrument Man; Post Hole Auger or Punch Operator; Power Shovels and aglines-under 1 yard; Pumperete; Refrigeration ant Operator; Road Roller (Finishing High Type Pavement); Skidder Rubber -tired; Sub -Grader; rltiple Station Beltline Operator (Teton Dam oject only); Service Oiler------------------------- $.88 I P 3of 6 P11 ect No. Revised: 65 .10 60 .65 10 June, 1976 - ID76-5010, 1-23-76; ID76-5016, 2-13-76; ID76-5Oi6, Mod. N1, 4-18-76; ID76-504 6 4 6• ait35'ma_.$btz�Y.�2,.. c4 `.ya hx SCHEDULE Cl - JOB CLASSIFICATION , 1C HOURLY (FRINGE BENEFITS) WAGE NSW PENSION TRNG. VAC. POWER EQUIPMENT OPERATORS: GROUP 6: Asphalt Pavers - self-propelled; Asphalt Plant Operator; Blade Operator (Motor Patrol); Concrete Slip Form Paver, Cranes - up to and including 50 ton; Crusher Plant Operator; Derrick Operator; Equipment (Bit under 8 inches) (Robbins 'Drilling Reverse Circulation and similar); Front End and Overhead Loaders and similar Machines (over 4 yards to and including 7 yards); Koehring Scooper; Heavy Duty Mechanic or Welder; Mucking Machine (Underground); Multi-batch Concrete Plant Operator; Piledriver Engineer; Power Shovels and Draglines (1 yard to and Including 31 yards); Tower Crane Operator; Tractor - Crawler Type - including all attachments; 'Refrigeration Plant Operator (over 1,000 tons); Trimmer Machine Operator; Tournapulls — Euclid and similar - to and including 40 yards----------- $9.06 .60 .65 .10, ROUP 7: , Cableway Operator; Continous Excavator' (Barber Greene WL-50), Cranes - over 50 ton;. Drilling Equipment (Bit 8 inches 'Dredges; and over) (Robbins Reverse Circulation and similar); Fine Grader - CMI or Equivalent; '-Front End and Overhead Loaders and similar machines (over 7 yards); Power Shovels and Draglines over 31 yards; Quad type Tractors with all attachments; Tournapulls - Euclid 'and similar - over 40 yards to and including 50 yards; Multiple Scraper Units------------------ 9.47 .66 .65 .10 ROUP 8: Tournapulls - Euclid and similar - over 50 yards to and including 75 yards---------------- 9,70 .60 .65 .10 ROUP 9: Tournapulls - Euclid and similar - over 75 yards to and including 100 yards--------------- 9.93 .60 .65 .10 ROUP 10: Tournapulls - Euclid and similar - over 100 yards----------------------------------------- 10.17 .4D .65 .10 gage 4 of 6 Pro'ect No. June, 1976 - ID76-5010; 1-23-76; 1076-5016, 2-13-76; ID76-5016, Mod. #1 4-18-76; levised: ID76-5047, 6-4-76; SCHEDULE kl., SIC ' JOB CLASSIFICATION HOURLY (FRINGE BENEFITS) WAGE HSW PENSION TRNG. VAC. POWER EQUIPMENT OPERATORS: 'UNDERGROUND MEN SHALL BE PAID 10%,ADDITIONAL EXCEPT OP. OR MUCKING MACHINE AND BATTERY TUNNEL LOCOMOTIVES AND OILERS AND CABLE TENDERS. TRUCK DRIVERS: ,GROUP 1: Leverman loading at bunkers; Pilot Car or Escort Driver---------------------------------- 'GROUP $7.67 .60 .65 .10 .20 2: Flat Bed - 2 axle and pickup hauling material; 'Water tank truck (1,800 gallons and under); Fork Lift (3,000 and under)-------------------- 7.73 :60 .65 .10 .20 3: ,GROUP Flat Bed - 3 axle; Fuel Truck (1,000 gallons and under); Greaser; Tireman; Serviceman; Buggymobile; Man Haul (Shuttler truck or bus)-- (GROUP 7.79 .60 .65 .10 .20' 4: Transit mix truck - 3 yds. and under; 'Warehouseman; Truck Helpers; Slurry or concrete pumping truck------------------------- 7..85 .60 .65 .10 .20 GROUP 5: Flat bed using power takeoff; Water Tank Truck (over 1,800 - 4,000 gallons); Semi- trailer - Low Boy - up to 96,000 lbs. GVW, Bulk- cement tanker - up to 96,000 lbs. GVW; Fork lift - over 3,000 lbs. (Bull lift, Hydro lift); Ross, Hyster, and similar straddle equipment; '"A' Frame truck (Swedish Crane, Iowa 3,000 Hydro-lift)------------------------------------ 7.40 .60 .65 .10 .20 ROUP 6: Transit Mix Truck, over 3 yds. - 6 yds--------- 8.11 .60 .65 .10 .20 ,GROUP 7: - Water tank truck - over 4,000 'gallons; Fuel truck - over 1,000 gallons, Distributor or Spreader Truck--------------------------------- 8.17 .60 .65 .20 .10 ROUP 8• Transit Mix truck - over 6 yds. - 8 yds.; Dumptors; Field Tireman; Serviceman------------ 8.23 .60 65 .10 .20 age 5 of 6 roject No. evised: June, 1976 - ID76-5010, 1-23-76; ID76-5016, 2-13-76; 1D76-5016, Mod. #l,,4-18-76; ID76-5047. 6-4-76; 'RUCK DRIVERS GROUP, g; Transit mix truck - over 8 yds - 10 yds.; Snow Plow (Truck Mounted)-------------------- $9.34 .60 .65 .10 .20 . IROUP 10: Low Boy 96,000 lbs. GVW and over; Bulk Cement Tanker - 96,000.Ibs. GVW and over------ 8.40 :.60 .65 ROUP 11: __ Transit Mix Truck - over 10 yards---------- - 8.46 .60 ; SCHEDULE #4 IOU 'IDAHO THWESTERN IDAHOAWER PART OF COUNTY, ALL Of ADAMS, VALLEY; SHINGTON, PAYETTE, GEM, BOISE, CANYON, ADA, ELMORE, AND OWYHEE COUNTIES. BASIC CLASSIFICATION HOURLY 4 INGE BENEFITS) rB WAGE WU7 PENSION TRNG . VAC BUILDING AND HIGHWAY CONSTRUCTION tBESTOS WORKERS -------------------------------- $ 9.99 •52" 1.02 ILERMAKERS------------------------------------ 10.65 .75 1.00 .02 .51 BOILERMAKERS HELPERS---------------------------- 8.465 .65 1.00 .02 .51 LZIERS----------------------------------- ---- A 6.14 .25 .30 2: INTERS AND TAPERS: Ada, Adams, Boise, Canyon, Elmore (except Home AFB), Gem, Owyhee, Payette, 'Mountain Idaho, Valley, and Washington Counties-------- 7.80 .40 .30 .02 (Mountain Home AFB) 8.80 .40 .30 .02 UElmore, STERERS -------------------------------------- 8.22 .4fl ,35` .3i ELEVATOR CONSTRUCTORS---------------------- - 9.155 .495 .32 .02 3%+: CCTRICIAN------------------------------------- 9.70 .45 1%+.50 1% Cable Splicer--------------------------------- -10.67 .45 1%+.50 1% (HAZARD RATE WILL BE 10% ABOVE EXISTING RATES.). CONSTRUCTION: rECTRICIAN/LINE All work'over 34.5 KV and all work on steel towers and/or multiple wood structures and all sub- stations of 1,000 KVA or greater capacity and all communications, underground work', 34.5 KV, ' street and highway lighting and motor traffic controls. 6 98 .35 i$ 3/4% Equipment Operators--------------------------- 8.44 .35 1% 3/4$ Lineman--------------------------------- -, -- 9.27 .35 1% 3/4$ Cable Spl.icer--------------------------------- 1 10% over JR .35 1% 3/4$ 'All power construction of 34.5 KV and under when performed for an operating utility. Street lighting when performed for an operating utility or municipality: Groundman------------------------------------- 6.71 .35 1% 3/4$ Equipment Operators------------------------- 7.87 •35 1% 3/4$ Lineman--------------------------------------- 8.74 .35 1% 3/4;; IFT FLOOR LAYER-------------------------------- 7.50 UMBERS----------------------------------- ---- 9.49 .47 .50 .10 IRONWORKERS - Ornamental, Structural Reinforcing:;P 'Adams, Valley and Washington Counties north of the"Weiser-Gibbonsville Line and Idaho County- 9.90 .58 1.00 .05 .2 Remaining Counties---------------------------- 9.39 .55 .85 .02 IRPENTERS: Floor Layer, Shingler, Drywall Applicator and Installer of Metal Studs, Metal Framing, Accousticai Material, Metal Partitions, Porcelain, Enamel and Metal" Panels, Marlite or Rigid or Flexible Plastics, Laminatus, Weather Stripping ' and Insulation-------------------------------- 8.49 .52 .40 .t0 .4 Page 1 of 2 _ 'olect.No. vised: June, 1976 - 1076-5010, 1-23-76; 1076-5016, 2-13-764 1076-5016, Mod. #3,'5-7-76; 1076-5047. 6-4-76; ' SCHEDULE 14 �OB CLASSIFICATION HOURLY (FRINGE BENEFITS) WAGE H&W PENSION TRNG, VAC. BUILDING AND HIGHWAY CONSTRUCTION (CONT ) -d ,Page 2 of 2 Project No. �tevised: June, 1976 - ID76-5010, 1-23-776; ID76-50%, 2-13-76; 1076-5016, Mod. 13, 5-7-76; ■■ I076-5047, 6-4-76; ,CARPENTERS (CONT.): Saw Filer, Piledriverman, Bridgeman, and ' Wharf Builder---------------------------------- $;8.66 .52 .40 .10 .40 Millwrights, Piledriver Boorman, Machine - Erector---------------------------------------- 8.78 .52 .40 .10 .40 LENT .30 MASONS------------------------------------ 8.32 .45 .40 .10 Gunite and Composition Floor Layer, Power 'Trowel and Power Grinder Operator------------- 8.52 .45 .40 .10 .30 SHEET METAL-------------------------------------- 9.46 :52 .30 14 BLOCKLAYERS, AND STONEMASONS-------- 9.50 .40 - .40 BRICKLAYERS, Idaho County----------------------------------- 9.41 .55 _50 ILE SETTERS----------------------------------- 8.35 .40 .40 TERRAllO WORKERS--------------------------------- 9.50 .40 .40 ILARBLE MASONS------------------------------------ 6.25 .40 .30 WOOFERS, -JOURNEYMEN, AND KETTLEMEN--------------- 8.05 .33 20 Coal, Tar, and Pitch Products------------------ 9.55. .33 .20 FITTERS-------------------------------- 11.13 .60 90 .08 IPRINKLER ATHERS------------------------------------------ 9.00 (ELDERS: Receive rate prescribed for craft performing operation to which welding is incidental. OOTNOTE: �. Employer credits 4% basic hourly rate of employee with over 5 years' service, 2% basic hourly rate for 6 months to 5 years' service to vacation plan. Six paid holidays - A through F. AID HOLIDAYS: New Year's Day D - Labor Day - Memorial Day E - Thanksgiving Day - Independence Day F - Christmas Day -d ,Page 2 of 2 Project No. �tevised: June, 1976 - ID76-5010, 1-23-776; ID76-50%, 2-13-76; 1076-5016, Mod. 13, 5-7-76; ■■ I076-5047, 6-4-76; NOTICES I1 O u y O u v i0 w yM • y C OP VY Y°CtW� �.Ci '• +Ct Nf� CN CM y buy �; . 9 iuC L.�• NfF Ov Obu VOG9 tlVY1� O>ib tiyy {• O O 'O .S V .9 O>:w j Y M.• y {.O V f0 p O V T u C y J 1 •O+ � N tl 9 T ry r 'L O Y F� nI L 'J '80 r'• 6 Y V m• UU �FLLP 'U � '•9H •V f.3L gtlV� C.agN V9 •f.' y C " Y K mw uOG lY Fw OyGV .O 'JG R(]+� � w 0 •.. n .. ~ C N ..... 0 6 w C i tl b. G . T) H w A y0=0TaY `G >09V } AV0.-+n L.Oi Mex�i��.i <C V.Y]VMy��yti 0'. C V M- U it N O u y V Y A w O Y u1 0.'O} ..L C "'O 9A�CMC "♦yq �! C N r' C} F• 3 G tr O Q �( C O �( Yi. O .+ rp!O 3 e1 6UOJN NOx0.1 V@.J ®UVFT. o.O gq Jp V�0.Vf4U GrV+A 34iV Gx J gk. V.a 60U4V f;J V V qt> �J3�3 Yyi .O. .Oi � O O wOi .O.• 00 � 41 °< w°4 T 6 • R � LL Y Z I1 O u y O u v i0 w yM • y C OP VY Y°CtW� �.Ci '• +Ct Nf� CN CM y buy �; . 9 iuC L.�• NfF Ov Obu VOG9 tlVY1� O>ib tiyy {• O O 'O .S V .9 O>:w j Y M.• y {.O V f0 p O V T u C y J 1 •O+ � N tl 9 T ry r 'L O Y F� nI L 'J '80 r'• 6 Y V m• UU �FLLP 'U � '•9H •V f.3L gtlV� C.agN V9 •f.' y C " Y K mw uOG lY Fw OyGV .O 'JG R(]+� � w 0 •.. n .. ~ C N ..... 0 6 w C i tl b. G . T) H w A y0=0TaY `G >09V } AV0.-+n L.Oi Mex�i��.i <C V.Y]VMy��yti 0'. C V M- U it N O u y V Y A w O Y u1 0.'O} ..L C "'O 9A�CMC "♦yq �! C N r' C} F• 3 G tr O Q �( C O �( Yi. O .+ rp!O 3 e1 6UOJN NOx0.1 V@.J ®UVFT. o.O gq Jp V�0.Vf4U GrV+A 34iV Gx J gk. V.a 60U4V f;J V V qt> �J3�3 n y w.i N y •.o Y� Y i o as a o•N w a �f > .• U +> V .. V O C Yp z V G•. u )tri• O O Y A •V N' N b Y • p L •Yf by i u C.M O n_ a. ✓. S C G) .9 ` l 6✓ L L n 9 ... M.. i p. A m 4 O J C � V •°f f j O N V 4 } C} l C Y Q �> • w ni..., Ol nL ♦ 'O<' OXM1 L' t! - F• ♦ J •A / • y ... j U�-lt f 9<V Ra> L��.'�•J y1�.l 4Y4 Y• V +u 1'0.�i6 w°4 6 R � Z M1 'H p �•..N '.°.sem PO P O O J. .jty O PO 0 P "P -�• - P P" P iT P q. n y w.i N y •.o Y� Y i o as a o•N w a �f > .• U +> V .. V O C Yp z V G•. u )tri• O O Y A •V N' N b Y • p L •Yf by i u C.M O n_ a. ✓. S C G) .9 ` l 6✓ L L n 9 ... M.. i p. A m 4 O J C � V •°f f j O N V 4 } C} l C Y Q �> • w ni..., Ol nL ♦ 'O<' OXM1 L' t! - F• ♦ J •A / • y ... j U�-lt f 9<V Ra> L��.'�•J y1�.l 4Y4 Y• V +u 1'0.�i6 azrw won�as > 1 • I N•Y r N 4 7 E Ay S R R R R 23 aiN �j H a i•f a w. Q: + �. j 9.3 / dr8g3y-BW223% a.. q®� r.•eSl,a sp"^3 8si i..si �3i SQ3 •r m2e z.N YOMR yv�6Y �.04y��y� KY♦A�+�+§µZ� �I� .a MGW.y..•MEC Q .LVQy9Y 14 !.. 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N`. u a C O q Y Y f! b, y S• Q A 3uu^ § v t�/'u6sEyeo ro.ay.yYyy* ti W IC, U P' J W O J Ij •4 Y V H O'! •ry4 Y Y i V r L O G O •• C ay! yy . N wQ .} AYdOCAbY11KYLr7tA}_444�+i`Ji�GdVY�� 1 }4V y '4 YAO�tiJ "Y 'f•1•Q ii�f� �E �i yyW �FD' �� qy�WV."+lto/U.INYW NWKWWNv%W4�q YM'fi.M >�ii u;q OtO LllN Zi+ ' NOTICES 227.11 1 ' rh i�a I: p 4 "i.Y• 6 >` C d ~ s I = � pp My.V pcaT�eJG G ftai�Y.7 ' ae e�4 �yg r7 •7 f, R=� m88�c�E�Teo S51 03 y 9Yu'i a,as y .^m. .9 e VMW]yOMVV.x!anYu 9C�F3 mO.0E v•.GV7.`G .0OcM Lo6Vmfa-.w.YY•. M 4•MYi B-1fYa p "3441M.•1M•Vi qpyYJ[<.�•CYE O O V6F Yy'O3oYi pLV e SOV O•ki.i YYY�a .y�YVtl..'�qO••�f• .yyY. •YQf R V'J S�Vgy4 y(•IC Y> may Y ywy Y y x Y"< Jy'••Oy •n 1Y0.rp Ot 'ZeG• Yif a¢y ^ �O .0 yi •JO O s 039.00CL> L n i ' 1� � O 'V O.v .r ✓' rT•u••3 ..Vii J uY yY •pp�.rY �.�rutl w J N. V t Y .. ` 6 4 O C n i t C ♦ 5 w M1 C wtl ] +f NF .. Y. 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J' Q m q 9 uN Y4?� y WJ 4 4. a � r:G y ! 4 ? �. to -g h -O a. beA -'•' u. f• ~! ca }' M YmOV O4�6O:Q 4 o d„ n ,a ,y a .rv. .n.<wvnaa 4cl st+ "'♦ o... ' 4 ♦ i 4 n pa 4♦ 4xw':♦,wp h'" r:ltli. •i' / 'V IJ � 'lf VM ql .N. �Y 1 � V W�2n O :y OV e.yl S f. Y 4 pii}4♦ i4.lggt NtY 9, A � IN u uO �y O• VV � ui�SUV Vi%W 4U M �Il1f 111 ��a%a��'sc, _ z:�*.�_�.t fi,�`zj�• • 0 1976 ELEVATED WATER STORAGE TANK PROJECT CITY OF MERIDIAN ADA COUNTY, IDAHO E.D.A. Project Number - 07-01-01600 PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS THE ENGINEER: J -U -B ENGINEERS, Inc. 212 Tenth Avenue South Nampa, Idaho 83651 Telephone Nampa - 467-5252 Meridian - 888-2321 Boise - 344-7938 THE OWNER: DON M. STOREY, Mayor HERALD J. COX, City Clerk City of Meridian, Ada County, Idaho Set No. 11 1976 ELEVATED WATER STORAGE TANK PROJECT CITY OF MERIDIAN, ADA COUNTY, IDAHO RESPONSIVE BID CHECKLIST 0 The following items must be completed and accompany the Bid in order for the Bid to be considered responsive: 1. All ADDENDUMS must be signed and included with the Bid 2. The PROPOSAL -SCHEDULE OF ITEMS AND PRICES must be signed. 3. The PROPOSAL -SCHEDULE OF ITEMS AND PRICES must be complete including the extensions. 4. A BID BOND or CERTIFIED CHECK in the amount of five percent (5%) of the TOTAL BID must be included. 5. Form ED -119, CERTIFICATE OF BIDDER REGARDING EQUAL EMPLOYMENT OPPOR- TUNITY, must be signed and included. 6. Form ED -120, CERFITICATION BY PROPOSED SUBCONTRACTOR REGARDING EQUAL EMPLOYMENT OPPORTUNITY, must be signed and included. All Bids must contain the items listed above in complete form. Any bid that does not contain all of the above described items will be considered non- ' responsive. It is preferable, but not mandatory, that all bid items and bid bocuments be left bound in the Specifications and Contract Documents. 1 1976 ELEVATED WATER STORAGE TANK PROJECT CITY OF MERIDIAN, ADA COUNTY, IDAHO TABLE OF CONTENTS SECTION 1. CONTRACT DOCUMENTS Page No. Advertisement for Bids-------------------------------------------- 1 Information for Bidders------------------------------------------- 3 Proposal -Schedule of Items and Prices----------------------------- 8 BidBond---------------------------------------------------------- 11 Architect/Engineer's Certificate---------------------------------- 13 Certificate of Guarantee/Borrower's Attorney---------------------- 15 Notice of Award--------------------------------------------------- 16 Acceptance of Notice---------------------------------------------- 17 Contract---------------------------------------------------------- 18 Performance Bond-------------------------------------------------- 20 PaymentBond------------------------------------------------------ 23 Notice To Proceed------------------------------------------------- 26 Certificate of Bidder Regarding Equal Employment Opportunity------ 27 Certification by Proposed Subcontractor Regarding Equal Employment Opportunity------------------------------------------- 30 SECTIO14 2. GENERAL CONDITIONS------------------------------------------ 33 SECTION 3. SUPPLEMENTAL GENERAL CONDITIONS Section 3.01 Enumeration of Plans, Specifications & Addenda------ 61 Section 3.02 State Allowances------------------------------------ 61 Section 3.03 Special Hazards------------------------------------- 61 Section 3.04 Certification of Nonsegregated Facilities----------- 62 Section 3.05 Manpower Utilization Report------------------------- 62 Section 3.06 Schedule of Occupational Classifications------------ 63 STATE AND FEDERAL - PREVAILING WAGE RATE SCHEDULE ---------------------- SECTION 4. OWNERS SUPPLEMENTAL GENERAL C014DITIONS Section 4.01 Section 4.02 Section 4.03 Section 4.04 Section 4.05 Section 4.06 Description and Scope of Work ----------------------- Award, Execution of Documents, Delivery of Bonds---- Preconstruction Conference -------------------------- Correlation, Interpretation, and Intent of Contract Documents --------------------------------- Progress Schedule ----------------------------------- Time for Completion of Contract --------------------- Liquidated Damages ---------------------------------- Copies of Documents--------------------------------- Subcontracts---------------------------------------- Manufacturer's Recommendations ---------------------- Testing of Materials -------------------------------- 64 83 84 84 84 85 85 85 86 86 86 87 87 Section 4.07 ' Section 4.08 Section 4.09 Section 4.10 ' Section 4.11 Section 4.12 Description and Scope of Work ----------------------- Award, Execution of Documents, Delivery of Bonds---- Preconstruction Conference -------------------------- Correlation, Interpretation, and Intent of Contract Documents --------------------------------- Progress Schedule ----------------------------------- Time for Completion of Contract --------------------- Liquidated Damages ---------------------------------- Copies of Documents--------------------------------- Subcontracts---------------------------------------- Manufacturer's Recommendations ---------------------- Testing of Materials -------------------------------- 64 83 84 84 84 85 85 85 86 86 86 87 87 TABLE OF CONTENTS, continued Page No. Section 4.13 Source and Cost of Materials --------------------- 87 Section 4.14 Schedule of Occupation Classifications and 91 Section 5.03 Minimum Hourly Wage Rates -- ------------------ -- 87 Section 4.15 Safety and Health Protection -—---------------- -- 88 Section 4.16 Water and Power ---------------------------------- 88 Section 4.17 Rights -of -Ways ----------------------------------- 88 Section 4.18 Unforeseen Difficulties --------------------------- 88 Section 4.19 Performance and Payments Bonds -------------------- 89 Section 4.20 Inspection ---------------------------------------- 89 Section 4.21 Insurance ---------------------------------------- 89 Section 4.22 Public Works Contractors License ------------------ 90 Section 4.23 Measurement and Payment ------------------------- 90 SECTION 5. TECHNICAL SPECIFICATIONS Section 5.01 General ------------------------------------------ 91 Section 5.02 Foundation ---------------------------------------- 91 Section 5.03 Tank ---------------------------------------------- 92 Accessory Items ----------------------------------- 93 Testing------------------------------------------ 94 Cleaning and Painting ----------------------------- 94 Disinfection of Tank ----------------------------- 96 Section 5.04 Northern Testing Laboratories - Report of Foundation Investigation ---------------------- 97 Drawing No. B760410 - General Site Plan -Details 1976 ELEVATED WATER STORAGE TANK PROJECT CITY OF MERIDIAN, ADA COUNTY, IDAHO ADVERTISEMENT FOR BIDS Project Number - 07-01-01600 Owner - City of Meridian, Idaho Separate sealed bids for the 1976 Elevated Water Storage Tank Project, which consists of the following: (1) Furnish one (1) 500,000 gallon (net) pedestal spheroid water tank; and (2) Erect and paint the pedestal spheroid water tank in Meridian, Idaho; and (3) Furnish detailed design and plans of a reinforced concrete founda- tion for the pedestal spheroid water tank; will be received by the City of Meridian, Ada County, Idaho, at the office of ' Meridian City Hall located at 728 Meridian Street, Meridian, Idaho, until 8:00 o'clock p.m., M.S.T. 1976, and then at said office publicly opened and read aloud. The Information for Bidders, Form of Bid, Form of Contract, Plans, Specifications, and Forms of Bid Bond, Performance and Payment Bond, and other contract documents may be examined at the following: Meridian City Hall, 728 Meridian Street, Meridian, Idaho Associated General Contractors, 110 North 27th, Boise, Idaho J -U -B ENGINEERS, Inc., 212 Tenth Avenue South, Nampa, Idaho J -U -B ENGINEERS, Inc., 5903 Franklin Road, Boise, Idaho Copies may be obtained at the office of J -U -B ENGINEERS, Inc., located at 212 Tenth Avenue South, Nampa, upon payment of $20.00 for each set. Any unsuccessful bidder, upon returning such set within thirty (30) days and in good condition, will be refunded his payment, and any non -bidder upon so returning such a set will be refunded $10.00. The Owner reserves the right to waive any informalities or to reject any or all bids. Each bidder must deposit with his bid, security in the amount, form and subject to the conditions provided in the Information for Bidders. -1- 0 0 Attention of bidders is particularly called to the requirements as to conditions of employment to be observed and minimum wage rates to be paid under.the contract. No bidder may withdraw his bid within thirty (30) days after the actual date of the opening thereof. Date -2- Don M. Storey, Mayor 1 • • 1 1976 ELEVATED WATER STORAGE TANK PROJECT CITY OF MERIDIAN, ADA COUNTY, IDAHO ' INFORMATION FOR BIDDERS 1 1. Receipt and Opening of Bids 1 The City of Meridian, Idaho, (herein called the 'Owner"), invites bids on theformattached hereto. All blanks must be appropriately filled in. Bids will be received by the Owner at the office of Meridian 1 City Hall located at 728 Meridian Street, Meridian, Idaho, until 8:00 o'clock p.m., M.S.T., , 1976, and then at said office publicly opened and read aloud. The envelopes containing the bids must be sealed, addressed to City of Meridian, Idaho, at 728 Merdian Street, 1 Meridian, Idaho 83642 and designated as Bid for 1976 Elevated Water Storage Tank Project. The Owner may consider informal any bid not prepared and submitted in accordance with the provisions hereof and may waive any informalities or reject any and all bids. Any bid may be withdrawn prior to the above -scheduled time 1 for the opening of bids or authorized postponement thereof. Any bid received after the time and date specified shall not be considered. No bidder may with- draw a bid within thirty (30) days after the actual date of the opening thereof. 1 2. Preparation of Bid 1 Each bid must be submitted on the prescribed form and accompanied by "Certification by Bidder Regarding Equal Employment Opportunity", Form ED -119. All blank spaces for bid prices must be filled in, in ink or typewritten, in both words and figures, and the foregoing certification must be fully completed 1 and executed when submitted. Each bid must be submitted in a sealed envelope bearing on the outside 1 the name of the bidder, his address, and the name of the project for which the bid is submitted. If forwarded by mail, the sealed envelope containing the bid must be enclosed in another envelope addressed as specified in the bid form. 3. Subcontracts 1 The bidder is specifically advised that any person, firm, or other party to whom it is proposed to award a subcontract under this contract: a. Must be acceptable to the Owner and the Economic Development 1 Administration. 1b. Must submit Form ED -120, Regarding Equal Employment Opportunity". "Certification by Approval Proposed Subcontractor of the proposed subcontract award cannot be given by the Owner unless and until the proposed subcontractor 1 Form ED -116 (Rev. 6-73) -3- 1 1 s • has submitted the certification and/or other evidence that he has fully complied with any reporting requirements to which he is or was subject. ' Although the bidder is not required to attach such Certification by proposed subcontractors to his bid, the bidder is here advised of this require- ment so that appropriate action can be taken to prevent subsequent delay in subcontract awards. 1 4. Telegraphic Modification Any bidder may modify his bid by telegraphic communication at any time prior to the scheduled closing time for receipt of bids, provided such telegraphic communication is received by the Owner prior to the closing time, and provided further, the Owner is satisfied that a written confirmation of the telegraphic modification over the signature of the bidder was mailed prior to the closing time. The telegraphic communication should not reveal the bid price but should provide the addition or subtraction or other modification so that the final prices or terms will not be known by the Owner until the sealed bid is opened. 1 If written confirmation is not received within two (2) days from the closing time, no consideration will be given to the telegraphic modification. ' S. Method of Bidding The Owner invites the following bid: Total bid for 1976 Elevated Water Storage Tank Project 6. Qualifications of Bidder The Owner may make such investigations as he deems necessary to determine the ability of the bidder to perform the work, and the bidder shall furnish to the Owner all such information and data for this purpose as the Owner may re- quest. The Owner reserves the right to reject any bid if the evidence submitted 1 by, or investigation of, such bidder fails to satisfy the Owner that such bidder is properly qualified to carry out the obligations of the contract and to com- plete the work contemplated therein. Conditional bids will not be accepted. 1 7. Bid Security IEach bid must be accompanied by cash, certified check of the bidder, or a bid bond prepared on the form of bid bond attached hereto, duly executed by the bidder as principal and having as surety thereon a surety company approved ' by the Owner, in the amount of five percent (5%) of the bid. Such cash, checks or bid bonds will be returned to all except the three (3) lowest bidders within three (3) days after the opening of bids, and the remaining cash, checks, or bid ' Form ED -116 (Rev. 6-73) -4- ' bonds will be returned promptly after the Owner and the accepted bidder have executed the contract, and if no award has been made within thirty (30) days after the date of the opening of bids, upon demand of the bidder at any time thereafter so long as he has not been notified of the acceptance of his bid. 8. Liquidated Damages for Failure to Enter into Contract The successful bidder, upon his failure or refusal to execute and deliver the contract and bonds required within ten (10) days after he has received notice of the acceptance of his bid, shall forfeit to the Owner, as liquidated damages for such failure or refusal, the security deposited with his bid. ' 9. Time of Completion and Liquidated Damages ' The bidder must agree to commence work on or before a date to be specified in a written "Notice to Proceed" of the Owner and to fully complete the project within two hundred twenty-five (225) consecutive calendar days thereafter. The ' bidder must also agree to pay as liquidated damages, the sum of three hundred dollars ($300.00) for each consecutive calendar day thereafter as hereinafter provided in the General Conditions. 10. Conditions of Work Each bidder must inform himself fully of the conditions relating to the construction of the project and the employment of labor theron. Failure to do so will not relieve a successful bidder of his obligation to furnish all material and labor necessary to carry out the provisions of his contract. Insofar as possible the contractor, in carrying out his work, must employ such methods or means as will not cause any interruption of or interference with the work of any other contractor. 11. Addenda and Interpretations No interpretation of the meaning of the plans, specifications or other prebid documents will be made to any bidder orally. Every request for such interpretation should be in writing addressed to J -U -B ENGINEERS, Inc., at 212 Tenth Avenue South, Nampa, Idaho, 83651, and to be given consideration must be received at least five (5) days prior to the date fixed for the opening of bids. Any and all such interpretations and any supple- mental instructions will be in the form of written addenda to the specifications which, if issued, will be mailed by certified mail with return receipt requested to all prospective bidders (at the respective addresses furnished for such pur- poses), not later than three (3) days prior to the date fixed for the opening of bids. Failure of any bidder to receive any such addendum or interpretation shall not relieve such bidder from any obligation under his bid as submitted. All addenda so issued shall become part of the contract documents. Form ED -116 (Rev. 6-73) -5- 13. Power of Attorney Attorneys -in -fact who sign bid bonds or contract bonds must file with each bond a certified and effectively dated copy of their power of attorney. 14. Notice of Special Conditions Attention is particularly called to those parts of the contract•documents and specifications which deal with the following: a. Inspection and testing of materials b. Insurance requirements c. Wage rates d. Stated allowances 15. Laws and Regulations The bidder's attention is directed to the fact that all applicable State laws, municipal ordinances and the rules and regulations of all authorities having jurisdiction over construction of the project shall apply to the contract throughout, and they will be deemed to be included in the contract the same as though herein written out in full. 16. Method of Award - Lowest Qualified Bidder -If at the time this contract or contracts are to be awarded, the total bid submitted by a responsible bidder does not exceed the amount of funds then estimated by the Owner as available to finance the contract, the contract will be awarded on the total bid. If such bid exceeds such amount, the Owner may reject all bids. 17. Obligation of Bidder At the time of the opening of bids, each bidder will be presumed to have inspected the site and to have read and to be thoroughly familiar with the plans Form ED -116 (Rev. 6-73) -6- ' 12. Security for Faithful Performance Simultaneously with his delivery of the executed contract, the Bidder shall furnish a surety bond or bonds as security for faithful performance of this contract and for the payment of all persons performing labor on the project under this contract and furnishing materials in connection with this contract, as speci- fied in the General Conditions included herein. The surety on such Owner. bond or bonds shall be a duly authorized surety company satisfactory to the 13. Power of Attorney Attorneys -in -fact who sign bid bonds or contract bonds must file with each bond a certified and effectively dated copy of their power of attorney. 14. Notice of Special Conditions Attention is particularly called to those parts of the contract•documents and specifications which deal with the following: a. Inspection and testing of materials b. Insurance requirements c. Wage rates d. Stated allowances 15. Laws and Regulations The bidder's attention is directed to the fact that all applicable State laws, municipal ordinances and the rules and regulations of all authorities having jurisdiction over construction of the project shall apply to the contract throughout, and they will be deemed to be included in the contract the same as though herein written out in full. 16. Method of Award - Lowest Qualified Bidder -If at the time this contract or contracts are to be awarded, the total bid submitted by a responsible bidder does not exceed the amount of funds then estimated by the Owner as available to finance the contract, the contract will be awarded on the total bid. If such bid exceeds such amount, the Owner may reject all bids. 17. Obligation of Bidder At the time of the opening of bids, each bidder will be presumed to have inspected the site and to have read and to be thoroughly familiar with the plans Form ED -116 (Rev. 6-73) -6- 0 0 and contract documents (including all addenda). The failure or omission of any bidder to examine any form, instrument or document shall in no way relieve any bidder from any obligation in respect to his bid. 18. Compliance Review If the bid is in the amount of five hundred thousand dollars ($500,000) or more, the bidder and his proposed non-exempt subcontractors will be subject to full pre -award equal opportunity compliance reviews by IDA personnel before the award of the contract for the purpose of determining whether the bidder and his subcontractors are able to comply with the provisions of the equal opportunity clause of Executive Order 11246. 19. Hiring of Local Labor The maximum feasible employment of local labor is covered in Section 2.59 of the General Conditions. This section emphasizes that every Contractor and Subcontractor undertaking to do work on any EDA assisted project shall employ to the maximum extent practical, in carrying out such contract work, qualified persons who regularly reside in the designated area where such project is located. The Contractor will be responsible for assuring that his subcontractors comply with Section 2.59. 20. Affirmative Action Requirements Form ED -116 (Rev. 6-73) -7- Where the EDA assisted project is in an area covered by an Office of ' Federal Contract Compliance imposed plan or home town plan approved by Office of Federal Contract Compliance the Contractor will be required to complete a certifi- cate that he intends to comply with the applicable plan. In addition, the Con- tractor will be required to complete monthly, Optional Form 66, Monthly Manpower Utilization Report. Form ED -116 (Rev. 6-73) -7- Pi 1976 ELEVATED WATER STORAGE TANK PROJECT CITY OF MERIDIAN, ADA COUNTY, IDAHO PROPOSAL - SCHEDULES OF ITEMS AND PRICES Place - Meridian, Idaho Date - Project No. 07-01-01600 0 Proposal of (hereinafter called "Bidder"), organized and existing under the laws of the State of , doing business as *. To the City of Meridian, Idaho (hereinafter called 'Owner"). Gentlemen: ' The Bidder, in compliance with your invitation for bids for the con- struction of the 1976 Elevated Water Storage Tank Project, having examined the plans and specifications with related documents and the site of the pro- posed work, and being familiar with all of the conditions surrounding the ' construction of the proposed project, including the availability of materials and labor, hereby proposes to furnish all labor, materials, and supplies and to construct the project in accordance with the contract documents, within the time ' set forth therein, and at the prices stated below. These prices are to cover all expenses incurred in performing the work required under the contract documents, of which this proposal is a part. The Bidder hereby agrees to commence work under this contract on or before a date to be specified in written "Notice to Proceed" of the Owner and to fully complete the project within two hundred twenty-five (225) consecutive calendar days thereafter as stipulated in the specifications. Bidder further agrees to pay as liquidated damages, the sum of Three Hundred Dollars ($300.00) for each consecutive calendar day thereafter as hereinafter provided in Section 2.19 of the General Conditions. *Insert "a corporation", "a partnership", or "an individual" as applicable. 1-$- Form ED -118 (Rev. 6-73) 1 Bidder acknowledges receipt of the following addendum: 0 1 Bidder agrees to perform all the work described in the specifications and shown on the plans, for the following unit prices: 1 1976 ELEVATED WATER STORAGE TANK PROJECT CITY OF MERIDIAN, ADA COUNTY, IDAHO 1 PROPOSAL - SCHEDULE OF ITEMS AND PRICES Item 1 Number Description Total For Items 1. Furnish, erect and paint one (1) 500,000 gallon pedestal spheriod water storage tank in Meridian, Idaho and furnish de- tailed design and plans of a circular reinforced concrete wall and footing for the water storage tank for the lump sum price of and s 1 L.S. at $ Complete TOTAL BID (Amounts are to be shown in both words and figures. In case of discrepancy, the amount shown in words will govern.) The above lump sum price shall include all labor, materials, overhead, profit, insurance, etc., to cover the finished work as called for. Bidder understands that the Owner reserves the right to reject any or all bids. The bidder agrees that this bid shall be good and may not be with- drawn for a period of thirty (30) calendar days after the scheduled closing time for receiving bids. Upon receipt of written notice of the acceptance of his bid, the bidder will execute the formal contract attached within ten (10) days and deliver a Surety Bond or Bonds as required by Section 2.29 of the General Conditions. The bid security attached in the sum of Dollars ($ ) is to become the property -9- of the Owner in the event the contract and bond are not executed within the time above set forth, as liquidated damages for the delay and addi- tional expense to the Owner caused thereby. Respectfully submitted: By (Title) (SEAL - if bid is by a corporation) Form ED -118 (Rev. 6-73) (Business Address) -10- ' 1976 ELEVATED WATER STORAGE TANK PROJECT CITY OF MERIDIAN, ADA COUNTY, IDAHO ' BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, as Principal, and as Surety, are hereby held and firmly bound unto the City of Meridian, Idaho, as Owner in the penal sum of ' for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, our heirs, executors, ad- ministrators, successors and assigns. Signed this day of 1976. The Condition of the above obligation is such that whereas the Principal ' has submitted to the City of Meridian, Idaho, a certain Bid, attached hereto and hereby made a part hereof to enter into a contract in writing, for the construction of the 1976 Elevated Water Storage Tank Project. NOW, THEREFORE, (a) If said Bid shall be rejected, or (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a bond for his faithful performance of said contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Bid, then this obligation shall be void, otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipluates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Owner may accept such Bid; and said Surety does hereby waive notice of any such extension. Form ED -121 (Rev. 4-72) -11- 0 0 IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their cor- porate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. Principal Surety By: IMPORTANT - Surety companies executing bonds must appear on the Treasury Depart- ment's most current list (Circular 570 as amended) and be authorized to transact business in the state where the project is located. -12- Form ED -121 (Rev. 4-72) 1 • • 1976 ELEVATED WATER STORAGE TANK PROJECT CITY OF MERIDIAN, ADA COUNTY, IDAHO ARCHITECT/ENGINEER'S CERTIFICATE Project Number 07-01-01600 I, Sumner M. Johnson, Engineer for the City of Meridian, Idaho, certify that the following specifications Sheets Numbered Site Plan . . . . . . . . . . . . . . . . . . . 1 Architectural . . . . . . . . . . . . . . . Structural . . . . . . . . . . . . . . . . . Mechanical . . . . . . . . . . . . . . . . . . Electrical . . . . . . . . . . . . . . . . . . Equipment . . . . . . . . . . . . . . . . . . . Other (specify) Pedestal Spheroid Water Tank (a) Are adequate and suitable for, and are in conformity with, the project contem- plated in the approved application. (b) Comply with applicable State and Local laws, ordinances and regulations pertain- ing to standards of construction and safety, and have been approved by: AUTHORITY DATE OF APPROVAL Idaho Department of Health and Welfare Date F.112 ; • I 11 Don M. Storey, Mayor Date t I I -13 - Form ED -151 (Rev. 4-72) Sumner M. Johnson,P.E. License Number 777 Address 212 Tenth Avenue South 1 1976 ELEVATED WATER STORAGE TANK PROJECT CITY OF MERIDIAN, ADA COUNTY, IDAHO CERTIFICATE OF GUARANTEE/BORROWER'S ATTORNEY ' I, the undersigned, John 0. Fitzgerald, the duly authorized and acting legal representative of the City of Meridian, Idaho, do hereby certify as follows: ' I have examined the attached contract(s) and surety bonds and the manner of execution thereof, and I am of the opinion that each of the aforesaid agreements has been duly executed by the proper parties thereto acting through their duly authorized representatives; that said representatives have full power and authority to execute said agreements on behalf of the respective parties named thereon; and that the foregoing agreements constitute valid and legally binding obligations ' upon the parties executing the same in accordance with terms, conditions and provisions thereof. 1 ' John 0. Fitzgerald Date: I -15- ' Form ED -126 (Rev. 4-72) I To: 0 1976 ELEVATED WATER STORAGE TANK PROJECT CITY OF MERIDIAN, ADA COUNTY, IDAHO NOTICE OF AWARD EDA Project No. 07-01-01600 PROJECT Description: 1976 Elevated Water Storage Tank Project. The Owner has considered the Bid Submitted by you for the above described work in response to its Advertisement for Bids dated , 1976, and Information for Bidders. You are hereby notified that your Bid has been accepted for items in the amount of Dollars ($ ). You are required by the Information for Bidders to execute the Agreement and furnish the required Contractor's Performance Bond and Payment Bond within ten (10) calendar days from the date of this Notice to you. If you fail to execute said Agreement and to furnish said Bonds within ten (10) days from the date of this Notice, said Owner will be entitled to con- sider all your rights arising out of the Owner's acceptance of your Bid as aban- doned and as a forfeiture of your Bid Bond. The Owner will be entitled to such other rights as may be granted by law. You are required to return an acknowledged copy of this NOTICE OF AWARD to the Owner. Dated this day of 1976 CITY OF MERIDIAN, IDAHO By Don M. Storey, Mayor -16- 0 0 ACCEPTANCE OF NOTICE Receipt of the above NOTICE OF AWARD is hereby acknowledged by . this day of 1976. By Title -17- L 1976 ELEVATED WATER STORAGE TANK PROJECT CITY OF MERIDIAN, ADA COUNTY, IDAHO CONTRACT 0 THIS AGREEMENT, made this day of , 1976, by and between (1) the City of Meridian, acting herein through the (2) Mayor, hereinafter called "Owner" and (3) doing business as *(an individual), or (a partnership), or (a corporation) located in the City of , County of and State of hereinafter called "Contractor". WITNESSETH: That for and in consideration of the payments and agree- ments hereinafter mentioned to be made and performed by the Owner, the Contractor hereby agrees with the Owner to commence and complete the construction described as follows: Furnish, erect and paint one (1) 500,000 gallon (net) elevated pedestal spheroid water tank on the site as shown by the plans; and furnish detailed design and construction drawings of a reinforced concrete foundation for sup- port of said tank hereinafter called the Project, for the sum of Dollars ($ ) and all extra work in connection therewith, under the terms as stated in the General and Sup- plemental General Conditions of the Contract; and at his (its or their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendence, labor, insurance and other accessories and services necessary to complete the said Project in accordance with the conditions and prices stated in the Proposal, the General Conditions, the EDA and Owner's Supplemental General Conditons and Technical Specifications of the Contract, the Plans, which include all maps, blueprints, and other drawings and printed or written explanatory matter thereof, the Specifica- tions and Contract Documents therefor as prepared by J -U -B ENGINEERS, Inc., herein entitled the Architect/Engineer, and as enumerated in Section 3.01 of the EDA Supplemental Conditions, all of which are made a part hereof and collec-. tively evidenced and constitute the Contract. The Contractor hereby agrees to commence work under this Contract on or ' before a date to be specified in the written "Notice to Proceed" of the Owner to fully complete the project within two hundred twenty-five (225) consecutive calendar days thereafter. The Contractor further agrees to pay, as liquidated damages, the sum of Three Hundred Dollars ($300.00) for each consecutive calen- dar day thereafter as hereinafter provided in Section 2.19 of the General Conditions. ' The Owner agrees to pay the Contractor in current funds for the performance of the Contract, subject to additions and deductions, as provided in the General Conditions of the Contract, and to make payments on account thereof as provided ' in Section 2.25, "Payment to Contractor", of the General Conditions. -18- 0 0 IN WITNESS WHEREOF, the parties to these presents have executed this con- tract in six (6) counterparts, each of which shall be deemed an original, in the year and day first mentioned above. (SEAL) ATTEST: (SEAL) (Owner) retary) (Witness) (Contractor) Ey (Secretary) tness) (Address) *IMPORTANT: Strike out any inapplicable terms. Secretary of the Owner should attest. If the Contractor is a corporation, the Secretary should attest. Give proper title of each person executing contract. Form ED -122 (Rev. 3-72) -19- 1976 ELEVATED 14ATER STORAGE TANK PROJECT CITY OF MERIDIAN, ADA COUNTY, IDAHO PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: that (Name of Contractor) (Address of Contractor) a , hereinafter called Prinicpal, (Individual, Partnership, or Corporation) and (Name of Surety) (Address of Surety) hereinafter called Surety, are held and firmly bound unto the City of Meridian, Idaho, 728 Meridian Street, Meridian, Idaho, 83642, hereinafter called the Owner, in the penal sum of Dollars ($ ) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by ,these presents. ' THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal entered into a certain contract with the Owner, dated the day of , 1976, a copy of which is hereto attached and made a part hereof for the construc- tion of: The 1976 Elevated Water Storage Tank Project of the City of Meridian, Ada County, Idaho. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertaking, covenants, terms, conditions, and agreements ' of said contract during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract, and shall fully idemnify and save harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED FURTHER, that the said Surety, for value received hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the Work to be performed thereunder or the Specifications Form ED -124 (Rev. 4-72) -20- accompanying the same shall in any wise affect its obligation on this Bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract or to the Work or to the Specifications. PROVIDED FURTHER, that no final settlement between the Owner and the Con- tractor shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. IN WITNESS WHEREOF, this instrument is executed in six (6) counterparts, each one of which shall be deemed an original, this day of , 1976. ATTEST: (Principal) Secretary (SEAL) By tness as to Principal (Address) ATTEST: (Surety) Secretary (SEAL) Witness as to Surety (Address) Form ED -124 (Rev. 4-72) -21- Principal (Address) Surety ttorney-in-Fact (Address) NOTE: Date of Bond must not be prior to date of Contract. If the Contractor is a Partnership, all partners should execute bond. IMPORTANT: Surety companies executing bonds must appear on the Treasury Depart- ment's most current list (Circular 570 as amended) and be authorized to transact business in the State where the project is located. Form ED -124 (Rev. 4-72) -22- i 0 1976 ELEVATED WATER STORAGE TANK PROJECT CITY OF MERIDIAN, ADA COUNTY, IDAHO PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS: that of Contractor of Contractor) a , hereinafter called Principal, (Corporation, Partnership or Individual) and (Name of Surety) (Address of Surety) hereinafter called Surety, are held and firmly bound unto the City of Meridian, Idaho, 728 Meridian Street, Meridian, Idaho, 83642, hereinafter called Owner, in the penal sum of Dollars ($ ) in lawful money of the United States for the payment of which sum well and truly to be made, we bind ourseves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents. ' THE CONDITION OF THIS OBLIGATION is such that whereas the Principal entered into a certain contract with the Owner, dated the day of , 1976, a copy of which is hereto attached and made a part hereof for the construc- tion of: The 1976 Elevated Water Storage Tank Project of the City of Meridian, Ada County, Idaho. NOW, THEREFORE, if the Principal shall promptly make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the work provided for such contract, and any author- ized extension or modification thereof, including all amounts due for materials, lubricants, oil, gasoline, repairs on machinery, equipment and tools, consumed or used in connection with the construction of such work, and all insurance premiums on said work, and for all labor performed in such work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED FURTHER, that the said surety, for value received hereby stipulates and agrees that no change, extention of time alteration or addition to the terms of the Contract or to the Work to be performed thereunder or the Specifications -23- Form ED -125 (Rev. 4-72) accompanying the same shall in any wise affect its obligation on this Bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract or to the Work or to the Specifications. PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. IN WITNESS WHEREOF, this instrument is executed in six (6) counterparts, each one of which shall be deemed as original, this day of 1976. ATTEST: (Principal) Secretary (SEAL) Witness as to Principal (Address) ATTEST: (Surety) Secretary (SEAL) Witness as to Surety (Address) ' Form ED -125 (Rev. 4-72) Principal (Address) Surety By Attorney -in -Fact -24- (Address) s 0 NOTE: Date of Bond must not be prior to date of Contract. If the Contractor is a Partnership, all partners should execute bond. IMPORTANT: Surety companies executing bonds must appear on the Treasury Depart- ment's most current list (Circular 570 as amended) and be authorized to transact business in the State where the project is located. Form ED -125 (Rev. 4-72) -25- To: 1976 ELEVATED WATER STORAGE TANK PROJECT CITY OF MERIDIAN, ADA COUNTY, IDAHO NOTICE TO PROCEED Date Project EDA No. 07-01-01600 You are hereby notified to commence work in accordance with the Agree- ment dated , 1976, within ten (10) calendar days of the date of mailing by registered mail of this NOTICE TO PROCEED, and you are to complete the work within two hundred twenty-five (225) consecutive calendar days thereafter. The date of completion of all work is therefore 1976. CITY OF MERIDIAN, IDAHO M. Storey Title ACCEPTANCE OF NOTICE Receipt of the above NOTICE TO PROCEED is hereby acknowledged by . this day of 1976. By — Title -26- 1976 ELEVATED 14ATER STORAGE TANK PROJECT CITY OF MERIDIAN, ADA COUNTY, IDAHO CERTIFICATE OF BIDDER REGARDING EQUAL EMPLOY14ENT OPPORTUNITY EDA Project Number 07-01-01600 GENERAL In accordance with Executive Order 11246 (30 F.R. 12319-25), the implementing rules and regulations thereof, and orders of the Secretary of Labor, a Certification regarding Equal Opportunity is required of Bidders or prospective Contractors and their proposed Subcontractors prior to the award of contracts or subcontracts. CERTIFICATION OF BIDDER Bidder's Name Address ' Internal Revenue Service Employer Identification Number 1. Participation in a previous contract or subcontract. ' a. Bidder has participated in a previous contract or subcontract subject to the Equal Opportunity Clause Yes ' b. Compliance reports were required to be filed in connection with such contract or subcontract . . . . . Yes c. Bidder has filed all compliance reports required by Executive Orders 10925, 11114, 11246 or by regula- tions of the Equal Employment Opportunity Commission issued pursuant to Title VII of the Civil Rights Act of 1964 . . . . . . . . . . . . . . . . . . . . . . . . Yes d. If answer to Item c is "No", please explain in detail on reverse of this certification. 2. Dollar amount of bid $ 3. Anticipated performance period days. 4. Expected total number of employees who will perform the proposed construc- tion ' Form ED -119 (Rev. 6-73) -27- No No No 1 ' S. Nonsegregated Facilities a. Notice to Prospective Federally -Assisted Construction Contractors (1) A Certification of Nonsegregated Facilities, as required by the May 9, 1967, order (32 F.R. 7439, May 19, 1967) on Elimination of Seg ' regated Facilities, by the Secretary of Labor, must be submitted to the recipient prior to the award of a federally -assisted construction contract exceeding $10,000 which is not exempt from the provisions of ' the Equal Opportunity clause. (2) Contractors receiving federally -assisted construction contract awards exceeding $10,000 which are exempt from the provisions of the Equal ' Opportunity clause will be required to provide for the forwarding of the following notice to prospective subcontractors for supplies and construction contracts where the subcontracts exceed $10,000 and are not exempt from the provisions of the Equal Opportunity clause: b. Notice to Prospective Subcontractors of Requirement for Certification of ' Nonsegregated Facilities. (1) A Certification of Nonsegregated Facilities, as required by the May 9, 1967, order (32 F.R. 7439, May 19, 1967) on Elimination of Segre- gated Facilities, by the Secretary of Labor, must be submitted prior to the award of a subcontract exceeding $10,000 which is not exempt from the provisions of the Equal Opportunity clause. ' (2) Contractors receiving subcontract awards exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity clause will ' be required to provide for the forwarding of this notice to prospec- tive subcontractors for supplies and construction contracts where the subcontracts exceed $10,000 and are not exempt from the provisions of the Equal Opportunity clause. ' c. Certification of Nonsegregated Facilities ' The federally -assisted construction contractor certifies that he does not maintain or provide for his employee any segregated facilities at any of his establishments, and that he does not permit his employees to perform their services at any location, under his control, where segregated facil- ities are maintained. The federally -assisted construction contractor certifies furtherthathe will not maintain or provide for his employees any segregated facilities at any of his establishments, and that he will not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The federally - assisted construction contractor agrees that a breach of this certifica- tion is a violation of the Equal Opportunity clause in this contract. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, rest rooms and wash rooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dress- ing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which ' -28- Form ED -119 (Rev. 6-73) are segregated by explicit directive or are in fact segregated on the basis of race, creed, color, or national origin, because of habit, local custom, or otherwise. The federally -assisted construction contractor agrees that (except where he has obtained identical certifications from proposed subcontractors for specific time periods) he will obtain identi- cal certifications in duplicate from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity clause, and that he will retain the duplicate of such certifications in his files. The contractor will in- clude the original in his Bid Package. 6. Race or ethnic group designation of Bidder appropriate box: Negro Spanish American Eskimo Aleut REMARKS: Enter race or ethnic group in the Oriental American Indian White (other than Spanish American) Certification - The information above is true and complete to the best of my knowledge and belief. Name and Title of Signer (Please Type) Signature Date NOTE: The penalty for making false statements in offers is prescribed in 18 U S.C. 1001. -29- Form ED -119 (Rev. 6-73) 0 r 1976 ELEVATED WATER STORAGE TANK PROJECT CITY OF MERIDIAN, ADA COUNTY, IDAHO Name of Prime Contractor GENERAL 07-01-01600 IDA Project Number In accordance with Executive Order 11246 (30 F.R. 12319-25), the implement- ing rules and regulations thereof, and orders of the Secretary of Labor, a Certi- fication regarding Equal Opportunity is required of Bidders or prospective Con- tractors and their proposed Subcontractors prior to the award of contracts or subcontracts. SUBCONTRACTOR'S CERTIFICATION Subcontractor's Name Address Internal Revenue Service Employer Identification Number. 1. Participation in a previous contract or subcontract. a. Subcontractor has participated in a previous contract or subcontract subject to the Equal Opportunity Clause. Yes No b. Compliance reports were required to be filed in connection with such contract or subcontract. . . . . Yes No C. Subcontractor has filed all compliance reports required by Executive Orders 10925, 11114,11246 or by regula- tions of the Equal Employment Opportunity Commission issued pursuant to Title VII of the Civil Rights Act of 1964 . . . . . . . . . . . . . . . . . . . . . . . . Yes No 2. Dollar amount of Proposed subcontract $ 3. Anticipated performance period days. 4. Expected total number of employees who will perform the proposed subcontract Form ED -120 (Rev. 6-73) -30- 1 • • ' 5. Nonsegregated Facilities a. Notice to Prospective Subcontractors of Requirements for Certification of Nonsegregated Facilities ' (1) A Certification of Nonsegregated Facilities, as required by the May 9, 1967, order (32 F.R. 7439, May 19, 1967) on Elimination of Segregated Facilities, by the Secretary of Labor, must be submitted to the con- tractor prior to the award of a subcontract exceeding $10,000 which is not exempt from the provisions of the Equal Opportunity clause. (2) Contractors receiving subcontract awards exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity clause will be required to provide for the forwarding of this notice to prospec- tive subcontractors for supplies and construction contracts where the ' subcontracts exceed $10,000 and are not exempt from the provisions of the Equal Opportunity clause. b. Certification of Nonsegregated Facilities The federally -assisted construction contractor certifies that he does not maintain -or provide for his employees any segregated facilities at any of ' his establishments, and that he does not permit his employees to perform their services at any location, under his control, where segregated facili- ties are maintained. The federally -assisted construction contractor certi- fies further that he will not maintain or provide for his employees any segregated facilities at any of his establishments, and that he will not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The federally -assisted ' construction contractor agrees that a breach of this certification is a violation of the Equal Opportunity clause in this contract. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, rest rooms and wash rooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and ' housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, creed, color or national origin, because of habit, local custom, or otherwise. The fed- erally -assisted construction contractor agrees that (except where he has 1 obtained identical certifications from proposed subcontractors for specific time periods) he will obtain identical certifications in duplicate from proposed subcontractors prior to the award of subcontracts exceeding $10,000 ' which are not exempt from the provisions of the Equal Opportunity clause, and that he will retain the duplicate of such certifications in his files. The subcontractor will include the original in his Bid Package. 6. Race or ethnic group designation of subcontractor. Enter race or ethnic group in the appropriate box: ' Negro Spanish American Oriental American Indian Eskimo Aleut White (other than Spanish American) I ' Form ED -120 (Rev. -6-73) -31- • Certification - The information above is true and complete to the best of my knowledge and belief. Name and Title of Signer (Please Type) Signature Date NOTE: The penalty for making false statements in offers is prescribed in 18 U. S.C. 1001. Form ED -120 (Rev. 6-73) -32- 2.06 2.07 2.08 2.09 2.10 2.11 2.12 2.13 2.14 2.15 2.16 2,17 2.18 2.39 2.20 2.21 2.22 2.23 2.24 2.27 Payment 2.28 1976 ELEVATED IWER STM CITY OF MERIDIAN; ADA COM Insur sects" 2.29 2.30 2.01 2.02 2.03 Contract and Contract D94nuoeats -2 2.04 Additioi 2.05 2.06 2.07 2.08 2.09 2.10 2.11 2.12 2.13 2.14 2.15 2.16 2,17 2.18 2.39 2.20 2.21 2.22 2.23 2.24 Surveys Permits a Contractor's Oblij Weather Conditions Protect on of Work Reports Changes Extras Time fo dated Claims Right 2.25 Payment 2.26 Accepts Relea 2.27 Payment 2.28 1976 ELEVATED IWER STM CITY OF MERIDIAN; ADA COM Insur sects" 2.29 2.30 � :CO�iIYIYI# RfCAt. 'INDffi Contract and Contract D94nuoeats -2 Definitions Additioi Lal Instructions: and' Detail Drawings Shop or Setting Drawings 2s Materials, Services and Facilities Z Contrac or's'Title to Material Z Inspection and Testing of Mater alsy "Or E4u 1" Clause Patents „ Surveys Permits a Contractor's Oblij Weather Conditions Protect on of Work Reports Changes Extras Time fo dated Claims Right 2.25 Payment 2.26 Accepts Relea I 'l a}4baOk" .Provfafons jilit -i€dilra� R A �Ct 2.27 Payment 2.28 Contrac Insur ' 2.29 2.30 Contrac Additio 2.31 Assign I 'l a}4baOk" .Provfafons jilit -i€dilra� R A �Ct I E II II II g r t y _ Lir rp c4. r? ' ALPH&B�TI�Ii..+i yam(♦�� ??��. O Sub ect Sof De tion Acceptance of Final Payment as Release 2.26 Additional or Substitute Bond 2.30 tiov Additional Instructions and ACfi x::61 Detail Drawings 2.03 Potfce "'d'ServUe-.Thereof 2.42 "Anti -Kickback" Provisions 2.60 nor Sgval" Cleves, 2.08 Apprentices and Trainees 2.48 other PxtrbUit" lA eresta 2.55 Architect/Engineer Authority 2.35 ttslsrtiawt+52 Assignments 2.31 i!;tart 2.04 , Chane in,Work Claims for Extra Costs 2.22 " $ty"ca'�iC�IC 8:25 Clean Air Act 2.62 Pagre And Basta -a edrde 2.47 Compliance with Copeland Proitecttob of Vork ind Property Regulations 2.49 rgemcp 2.13 Confilicting Conditions 2.43 Repr►rta»ecordg,l Detta 2.15 Construction Schedule and Periodic Estimates8.2#2.43 'y Contract and Contract Document 2 IIk , # s ru Contract Security 2:Z9 8.23 Contract Termination 2.51 gs€'� Contractor's and Subcontrac- for tbtructfori 2.44 tor's Insurance 2.28 8epetaiwContmots 2.33 Contractor's Obligations 2.11 shop trr.Sstiin Dringa 2.04 Contractor's Title to Material 2.06 Signs' 2.56 Correction of Work 2.20 Stated A13�;;; 2.36, Definitions 2:02 s ,"! _` 2.34 Deleted 2,3$ subcoutfUtbroK,8:50 Employment of Local Labor 2;59 Sstt�''� P-etind" Equal Employment Opportunity -2,43 W, ,,." 2.21 Extras 2.3:8 Superittte utence by Contractor 2.16 General Guaranty 2.40 Surveys, Fermitsuand:Regula- Inspection 2.14 time, `.• 2.10 Inspection and Testing of Time for.C6"Ittlow`amd Liqui- Materials 2.07 2.23 Interest of Federal, State or°si3+ ° ft" Local Officials 2;54 2 ST Land and Rights -of -Way 2+39 Daeykral Materials, Services and Z 2.37 Facilities 2.05 �sElseL"`T$t3F " 2.12 Minimum Wages 2.#3 Wit hi#i g to Pit is 2.46 _ v 17 r' 110 III 2.01 CONTRACT AND 'DOCUMENTS The'Flans, Specifications and Addends, WO 3.01 of the EDA Supplemental 0ensral.Cga tg tract, and the provisions thereof. -ahAll i► as if they were herein fullyset,' ings, running headlines and margistal ments are solely to facilitate Pe)`ara`;tb t Documents and in no way affect,' ..or,as�t# the provisions to which they refar-. 2.02 DEFINITIONS The following terms as use&:3 te'Q1i defined as follows: a. "Contractor": A person, firm or eE is made by the Owner (The Owner is referred ti the<Grantee/Borrower). b. "Subcontractor": ,A pexaoa 'fl= -or, -t materials or only labor for work at:the.e separate contract or a$reemeaL,wS,th, thea) C. "work on (at) the projezt". 1it►a" 4d of the project. including ,tha tra:aa[portatiori"c or from the location of this Project by:emplo) any Subcontractor. d. "Apprentice": .(1) A,parsen'grotpla e in a bona fide apprenticeship pVog am.eeg*MEQ of Labor, Bureau of AppreUticeship.and ship agency recognized by the Bdteao, o! a of probationary employment ;as an'apprentisa li gram, who is not individually registered airs l certified by the Bureau of Apprsnticeship and ship Council (where appropriate) to bs'sli.b3 as an apprentice. e.. "Trainee":-- A person r�eivi4> M -Op occupation under a program which 10 appWOOV "I by the U. S. Departmentof -Labor' ;fir, ship and Training, and which 1v reviewed,,f Administration to insure 'that the'iraia4Ot-mp 2.03 ADDITIONAL INSTRUCTIONS AND .'M" The Contractor will bs fursipboki $IUM drawings as necessary to cart}+ cmc taws? ^_.rR.:'.. ractor and ho has been ate Apprentice- ry;employment i<a�;COflYtriTCtion' 9 s80Eed}. 4'#. Appseriti the i�riptnaer x3ads. II 2.07 INSPECTION AND TESTING OF MATERLil.S All materials and equipment used in the construction of this Project shall be subject to adequate inspection and testing in accordancewith accepted standards. The laboratory or inspection -agency, shall be selected by the Owner. The Owner will pay for all;lafio*atary inspection service direct, and not as a part of the Contract.. Materials of construction, particularly those upeArwhieh the strength and durability of the structure may depend, shall be subject to inspection and testing to establish conformance with specifications and suitability for intended use. 2.05 "OR EQUAL" CLAUSE Whenever a material, article'or piecs of„60$00 at ia..,ideatffied on the Plans or in the Specifications by.rsferenca-to zoInufactirers' or ven- dors' names, tradenames, catalogue numbers, ate*, it io'irtzmted merely to establish a standard, and any,material,: article, or equipment of other manufacturers and vendors which will perform adequately the duties imposed by the general design will be considered equally acceptable provided the material, article, or equipment .so proposad is, in tae opinion of the Architect/Engineer, of equal substance and, function. - Aft, sW1.not be purchased or installed by the Contractor withorit the Architect/ngineer`s written approval. 2.09 PATENTS The Contractor shall hold and save the Owner snd its officers, agents, servants, and employees harmless from liability of -any nature or kind, in- cluding cost and expenses for, or onaccount o$,;,ay patai,.or-unpatented invention, process, article or appliance,manufa red :or "e in she per'- formance of the contract, including its;use."ty Ehs Oar, Asa=`otherwise specifically stipulated in the; contract documents: License or Royalty Fee: License and/or Royalty Fees for the use of a process which is authorized by the Owner of'the'project must be reason- able, and paid to the holder of the patent, or his authorized licensee, direct by the Owner and not by or through the Contractor. If the Contractor uses any design, dewire dy slaC sl9 tsiitered by letters, patent orcopyright, he `:shall provide i'o awal "kWlt ljy-*citable agreement with the Owner of such patented nor cop ght 0,"Sn, device ~' or material. It is mutually agreed and,**"reto t ,`wiout'&ccep- tion,. the contract prices shall include ell zoyaltieN lir costs arising from the use of such design, device or -164040#1 in. any' t y "involved in the work. The Contractor and/or his' Sure4'low's iaii 1Wamnllfy and I 11 I save harmless the Owner of the project from any land all-el*Uw-for. infringement by reason of the use of ,such patented or copyrighted deiign, device or materials or any trademark or copyright in connection with work agreed to be performed under this contract and shall indemnify the Owner for any cost, expense or damage which it may be obliged to pay by reason of such infringement at any, time during the prosecution of the work or after completion of the work. 2.10. SURVEYS, PERMITS AND REGULATIONS Unless"otherwise expressly provided for`in this Contract, the -Owner will furnish to the Contractor all surveys necessary for the execution of the work. The Contractor shall procure and pay for all permits, licenses and approvals necessary for the execution of his contract. The Contractor shall comply with all laws, ordinances, rules, orders, and :regulattuns relating to the performance of the work, the protection of adjacent.property;and the maintenance of passage- ways, guard fences or other protective facilities. 2.11 CONTRACTOR'S OBLIGATIONS The Contractor shall and will, in good workmanlike manner, doandperform all work and furnish all supplies and materials, machinery, equipment, facili- ties and means, except as herein otherwise expressly specified, necessary or proper to perform and complete all the work required by,-,th" Contract, within, the time herein specified, in accordance with the,promAN14ttoff this Contract and said Specifications and in accordance with the rlgaw-a d drawings covered by this Contract and any and all supplemental plans and'drak�gs,. And in accordance with the directions of the Archttect/Engineer as given from time to time during the progress of the work. He shall furnish, erect, maintain and remove such construction plant and such temporary works as may be required. The Contractor shall,observe, comply with, and be subject to all ''terms, =conditions, require- ments, and limitations of the Contract and Specifications, and shall do, carry on, and complete the entire work to the satisfaction of-tU Arthitect/ Engineer and the Owner. 2.12 WEATHER CONDITIONS In the event of temporary suspension of work, or during inclement weather, or whenever the Architect/Engineer shall direct, the Contractor will, and will cause his Subcontractors to protect carefully his and their work and materials against damage or injury from the weather. If, in the Opinion -of the Architect/ Engineer, any work or materials shall have been.daaaged;br injured by reason of failure on the part of the Contractor or any of his St4eaotractore to >ao protect his work, such materials shall'be removed and rep aoedat-the expenar of the Contractor. ' -3g- I 1 l II ul r 11 11 11 11 Without invalidating this Cosct,_„# kind bid upon or make changea by the contract sum being adjusted' cacrd$;ngly first obtained where necassary or desirably shall be paid for at; the price stipulated 'i extra work or materials shall be allowad:u= by the Owner or its Architact/Sagineeii Aeg price is stated in the order. 2.19 TUM FOR COIRL&TION Air LI `M It is hereby understood-,andaftatuaiiy a and Owner, that the date of the basinnin$ ” In :this Contract of the work -to be :done hat this Contract; and it is further mutu .y�i� embraced in this Contract shall his')cnass- Notice to Proceed.. The Contractor agrees thmr i3$ iw7F1E'°a and uninterruptedly at such eta-of=p� thereof within the time is.e = ti.-doaplst# t - y iw�04W"' ;a .! agreed; by and r 6ivun. Nrtivililing 1u LRla LOCallty. If the said Contractor shall neglecto #ail. or.rease 4� within the time herein specified, or any propwr`;'Chert Owner, then the Contractor does hereby'agrea� *-j awarding of this Contract, to payto the #tfarlt �pbp Contract, not as a penalty>but as liqui¢a{asd dY(;`gebr'I�ui as hereinafter set forth, for each and . '¢slap that"•the Contractor shall be in default after the time stigulatad ia;this Caatract for completing the work. The said amount is fixed and agreed vpoo By sad between the^:Contractor and the Owner because of the ingsracticahility= lttk lt�t: of gis ng and ascertaining the actual damages fife `- � gpoitrafa* AIM ; amount is agreed to be the amount of demo"[ E amt' said amount shall be retained frost tfma'� periodical estimates. It is further agreed that time is of chs sesence of each and every portion of this Contract and of the Specification wheraixt-a definite and certain length of time is fixed for the performance of Anyang Wh&t4m&�er and where under the contract an additional time is alloasd Ilor, .tite.�,�; ' "*,;c ; the new time limit fixed by such exteaaion:.afsa]i. a, �} fit„ Provided, that the Contractor shall-f. be` d 5 or any excess cost when the Owner .deter.vJxfet; s ea laj `til tserut= faalt and the Contractor's reasons for the time,e�ete tsidn e,= 4rstteptable to the Owner; Provided further, that the Contractor shall-t►ot be charged with liquidated damages or any excess cost when the delay ,.in +Completion of the.vork is due: a. To any preference, priority or. AU00AA l of Usaed by the j ' Government; b. To unforeseeable cause bsyotsd:# negligence of the Contractors including bgtiCoY-6$ts of God, ar the public enemy, acts of the Owner, acts of eschar t�"e+ttxactor in the per— formance of a contract with the r, #itas, floods,, spldepsisa,-quarantine restrictions, strikes, freight empargoss, orad ovate rnsather; and c. To any delays of subcontractors or sUWJ;#assasionad by any of the causes specified in the subsections a asAAa of tem sft3ter, ' that the Contractor shall, ,wither ten ao)-0,0*4i- oi'-such' delay, unless the Owner shall grant a fortkt�j Of final settlement of the cotiraCE; npa#f�b p gam; o gauge of the delay, who shall aseaftaft the 'Contractor within a reasonsbie;tiNMt„off<hYr= ByfCLeri, 1 :f 1 5 m � z✓% fi s Ev s �ry 1 ` I� I M 2.20 CORRECTION OF WORK All works, all materials, whether incorpt processes of manufacture, and all methods :of c and places subject to the inspection of -the At final judge of the qualityandsuitability of manufacture, and methods of construction for used. Should they fail to meet his approval 1 strutted, made good, replaced and/or correctec Contractor at his own expense.Rejected matei from the site. If, in the opinion of the'Arck to replace any defective or damaged ieateriais` portion of the work injured or not performed 'i Documents, the compensation to be paid to the reduced by such amount as in the Judgment of ! equitable. 2.21 SUBSURFACE CONDITIONS FOUND DIFFERENT Should the Contractor encounter subsurface - site materially differing -from those shown.os 0 Specifications, he shall immediately give°notice such conditions before they are distorbedr 'thee promptly investigate the conditions, and if he f from those shown on the Plans or indicated oil once make such changes in the Plans and/or Sped eery and any increase or decrease of cost result adjusted in the manner provided in Section 2.17 2.22 CLAIMS FOR EXTRA COSTS No claim for extra work or test "shall be -al in pursuance of a written order of tins Architect as aforesaid, and the claim presented -with the -1 or extra work is done. When work is performed t of the General Conditions,the Contractor shall payrolls, and vouchers covering all items of -cos Owner, give the Owner access to aecoupts ttletEt 2.23 RIGHT OF THE OWNER TO TERMINAI'S IIDT In theevent that any of the provisions oft the Contractor, or by any of his Subcontrsatora, notice upon the Contractor and the Surety of Its Contract, such notices to contain the reasons fc this Contract, and unless within Leis (l0},:may$ > upon the Contractor, such, violations�or4*47 S4 arrangement or correction be made, the Gosskrarat' said ten (10) days, cease and termite.. Tm:tbo the Owner shall immediately serve notics. tractor, and the Surety shall have the rlist tiid' kd itat the .work or not, all :ruet " ahali:'be at all times :ecru who shall be the work;ajsterin'ls, processes of Ntpos4o four. whtcb they are ahal'be forthwith recen- t the case may be, by the shall immediately be removed :tfEngineer,'it is undesirable :o reconstruct or correct any t` they -:materially differ tdations> he will at a ss he may find neces- such changes to be waral Conditions. Leiser tha- same was done r•'approved by the Owner, taunts after the changed , terms of Section 2.17c satisfactory bills, u1.re4ussted by the z� trans are violated by kir-may serve written m to terminate this stant:on to terminate w Ii C us 1 7 1 i Contract. Provided, however, that if the Surety does not commence per- formance thereof within ten (10) daps from the date of -tba-mailing to such Surety of notice of termination, the Owner may 4skj* over the work and prosecute the same to completion by contract or by force account for the account and at the expense of the Contractor and the Contractor and his Surety shall be liable to the Owner for any excess cost occasioned by the Owner thereby, and in such event the Owner may take possession of and utilize in completing the work, such material, appliances, and plant as may be on the site of the work and necessary therefor. 2.24 CONSTRUCTION SCHEDULE AND PERIODIC ESTIMATES Immediately after execution and delivery of this Contract, and before the first partial payment is made, the Contractor shall deliver to the Owner an estimated construction progress schedule in form satisfactory to the Owner, showing the proposed dates of commencement and completion of each of the various subdivisions of work required under the Contract'Documents and the anticipated' amount of each monthly payment that will become -due the Contractor in accordance with the progress schedule. The Contractor shah also fnrrttsh_on form to be supplied by the Owner (1) a detailed estimate giving a cvmpleta breakdown of the contract price, and (2) periodic itemiaed.estimates of work done for the purpose of making partial payments thereon. The cost employed inmaking up any of these schedules will be used only for determining the basis of partial payment and will not be considered as fixing a basis for additions to or deductions,from the contract price. 2.25 PAYMENT TO CONTRACTOR No later than the tenth (10th) day of each calendar,month, the Owner shall make a progress payment to the Contractor on the basis of a duly certified and approved estimate of the work performed during the preceeding calendar month under this Contract. To insure proper performance of this Contract, the Owner shall retain ten percent (10X) of the amount of each estimate -until final com- pletion and acceptance of all work covered by this CogtrAet. In preparing estimates, the material delivered stir ttie site and preparatory work done may be taken into consideration. All material and work covered by partial payments made shall thereupon become the sole property of the Owner, but this provision_ shall not be construed as relieving the Contractor from the sole responsibility: -for the care and pro- tection of materials and work upon which payments have been made or the restora- tion of any damaged: work, or as a waiver of the Tright of thii Owner to require fulfillment of all the terms of this Contract. The Contractor agrees that he will indemnify And;saoe the'Owner beraleas from all claims growing out of the -lawful demairada'af subcontractors, laborers, workmen, mechanics, materialmen, and furnishers of machinery and parts thereof, equipment, power tools, and all supplies including rommissaiy= incurred in the furtherance of the obligations of the nature'herenabova-designated have to be -43 y ,p I' u J k 2.29 CONTRACT SECURITY The Contractor shall.furdixh a Per34 e" �� "a�5 -at 2east'egv4., ' to one hundred percent (1dOXY 43 the3idFl� l ar the,faithf 61 performance of this contract and 41 s Ps e t ', .equal -to oae " ' hundred percent (100X) of the contract puce aa.aecnr9ty for the payment of all persons performing labor on the project under this tentsact and furnishing materials in connection with this contraat. a ierforoafte Bond and Payment Bond may be in one or in separate instruasats 1A accat4140016 with local laws. ' Before final acceptance, each bead muat'be 3t "AWINGOOMIC Development Administration. '453nY 2.30 ADDITIONAL OR SUBSTITUTE BOND .If at any time the Owner for justifiable Gauae, shall be or become dis- satisfied with the Surety or Sureties for tba,,Yarforaaa[ce and/or Payment Bonds, the Contractor shall within five (Sa deys,Aftor notice,freit- Vis Owner to do so, substitute an acceptable bond (or bonds) itb a#t :foVsj�aadrvjm and signed by such ' other Surety or Sureties as may be satY±Bfa�ster�t Se.;Qresaiums! an ,. such bonds shall be paid by.the CohdrataEsr. 1[4^' shall be 41c mad due nor shall be made until the Amw sal an acceptable bond to the Owner. 2.31 ASSIGNMENTS The Contractor shall: not al ... .std*fit bf tins Contract or ` any moneys due or to become. dmahersvllij 'C W af, the ok"r. In case. the Contractor, aas#gt+s.#I oSr +paw i �' or tb�: due under this Contract, the inst C+3if stantially to the effect that it is,tgreed tit"Ctrs rim of 'the assignee in and to any moneys due or to become due to the'Coatr #or .h :be subject to prior claims of all persons, firma and corporations for serVioss rendered or materials supplied for the performance of the work called -for if khis cwatract. 2.32 MUTUAL RESPONSIBILITY OF. If, through acts of neglscfi <tn the t gE a t� By"'trtheT Lbs- tractors or any Subcontractor shall au�fer 14ss.rif dame cnbYk, the Contractor agrees to settle with such other Contractor or $ubcoertracfior by agreement or ar- bitration if such other Contractor or Subeontr#eto -Vill so.settle. If.such other Contractor or Subcontractor shall assert any claim agaYnst the Owner on account of any damage alleged to have been the Contractor, who shall indemnify and save beftlew the Darer *000sgC -vlaim. tgE _3 tY 'i�tPt FM( >fi a 2.33 SEPARATE CONTRACTS The Contractor shall coordinate' itis opettiEQYt wtthmsa of other Contractors. Cooperation will be -required in 'the arratige�aatFiAr tke" storage of materials and in the detailed execution of the work. his Subcontractors, P '.:4 r t shall keep informed of the prctgvsoe and thle det shall notify the Architect/ weer- ✓ ' workmanship on the part of other,oAtxi►�?t #. informed of the work progressingou th#'gia of progress or defective woik*Oz`ehig by of by him of the status of the wotrk ai baftg vtatM with his own work. 2.34 SUBCONTRACTING The Contractor may utflixet the 's+es'�,*' those parts of the work which, imd@r by specialty Subcontractors.— The The Contractor shall not award any work written approval of the Owner, which approval;, tractor submits to the Owner a written stateme to the Subcontractor, which statement will con may require. The Contractor shall omissions of his SubcontraCt@sa.and of"p8i employed by them, as he is`:for tae actiy,f by him. The Contractor shall, .osuse epprepriate'pr contracts relative to the work to bind-,44bboat terms of the General Conditions end,othacr• to the work of Subcontractors ..to s".iw terminating any subcontract thet^`iha 1ilins any provision of the Contact=st"s. Nothing contained in:thia Coetract shall between any Subcontractor snd,the-Ownee. pZl"l; 2.35 ARCHITECT/ENGINEER AUTI The Architect/Engineer:i under this Contract and Sppp; The Architect/Engineer shall; fitness of the several kinds this Contract and shall decia work and the construction :tb4 cisions shall be final and"c4 provided. In case any%quest; to said Contract or Specifics Engineer shall be a condito any money or payment for wool b h i any extent, y suc quest an. give 8. the forest can sted in all: sub- moctor=:by the I !I II The Contractor shall include in his proposal,the cash allowances stated in Section 3.02 of the EDA Supplemental General Conditions. The Contractor, shall purchase the "Allowed Materials" as directed by -the Owpst oa the basis of the lowest and best bid of at least three-competitive:bids. if the actual price for purchasing the "Allowed Materials" is more or leas than the "Cash' Allowance," the contract price shall be adjusted accordingly.' The adjustment in contract price shall be made on the basis of the ,purchase price without additional charges for overhead, profit, insurance or any other incidental expenses. The cost of installation of the "Allowed Materials" shall be included in the applicable sections of the contract specifications covering this work. 2.37 USE OF PREMISES AND RM40VAL OF DEBRIS The -Contractor expressly undertakes at his own expenses a. To take every precaution against injuries to persons or damage to pro- perty. b. To store his apparatus, materials, supplies and equipment in such orderly fashion at the site of the work as will not unduly iaterfare with the progress of his work or the work of any other Contractors; C. To place upon the work or any part thereof enly-such loads as are con- sistent with the safety of that portion of the work; d. To clean up frequently all refuse, rubbish, scrap materials and debris caused by his operations, to the end that at all times the site of the work shall present a neat, orderly and workmanlike appearaore; . e. Before final payment to' remove .-all surplus siawlol, falsework tem- porary structures, including foundations tbereof*;PlAnt ti eny description and debris of every nature resulting from his operations, and -to put -'the site in a neat, orderly condition; f. To effect all cutting, fitting or patching of his work required to 'make the same to conform to the Plans and Specifications and,, except with the.eonsent, of the Architect/Engineer, not to cut or otherViso actor .the work of any other Contractor. 2.38 Deleted a 4 +'.' ' The Architect/ Engineer shall decide the meaning and intent of any portion of the Specifications and of any Plan or Drswingswhere the same ,may be found ob- scure or be in dispute. Any differences of eonfllets in regard to their work which may arise between the Contractor under this Contraet'and,athor Contractors performing work for the Owner shall be adjusted and determinedrby,tkd' Architect/Engineer. 2.36 STATED ALLOWANCES I !I II The Contractor shall include in his proposal,the cash allowances stated in Section 3.02 of the EDA Supplemental General Conditions. The Contractor, shall purchase the "Allowed Materials" as directed by -the Owpst oa the basis of the lowest and best bid of at least three-competitive:bids. if the actual price for purchasing the "Allowed Materials" is more or leas than the "Cash' Allowance," the contract price shall be adjusted accordingly.' The adjustment in contract price shall be made on the basis of the ,purchase price without additional charges for overhead, profit, insurance or any other incidental expenses. The cost of installation of the "Allowed Materials" shall be included in the applicable sections of the contract specifications covering this work. 2.37 USE OF PREMISES AND RM40VAL OF DEBRIS The -Contractor expressly undertakes at his own expenses a. To take every precaution against injuries to persons or damage to pro- perty. b. To store his apparatus, materials, supplies and equipment in such orderly fashion at the site of the work as will not unduly iaterfare with the progress of his work or the work of any other Contractors; C. To place upon the work or any part thereof enly-such loads as are con- sistent with the safety of that portion of the work; d. To clean up frequently all refuse, rubbish, scrap materials and debris caused by his operations, to the end that at all times the site of the work shall present a neat, orderly and workmanlike appearaore; . e. Before final payment to' remove .-all surplus siawlol, falsework tem- porary structures, including foundations tbereof*;PlAnt ti eny description and debris of every nature resulting from his operations, and -to put -'the site in a neat, orderly condition; f. To effect all cutting, fitting or patching of his work required to 'make the same to conform to the Plans and Specifications and,, except with the.eonsent, of the Architect/Engineer, not to cut or otherViso actor .the work of any other Contractor. 2.38 Deleted a 4 +'.' I 1 2.39 LAND AND RIGHTS-OF-WAY Prior to the start of construction, the Owner shall obtain'all land rights- of-way necessary for the carrying out .and completion".ei., nWk to be performed under this Contract. '2.40 GENERAL GUARANTY Neither the final certificate of payment nor any provisions in the Contract Documents nor partial or entire occupancy of the.pro ises by the Owner shall constitute an acceptance of work not done in secordanee with the Contract Documents or relieve the Contractor of liability in respeet`;ttt.any �cptesa;warranties or responsibility for faulty materials or workmanship. -. `.Conttr for shall remedy any defects in the work anal: pay for ady tla8tgg�e .ta ath�et "b6dx'tasolting iherefaroat which shall appear within a perifinal acceptance of work unless a longer period is specified. The OwniWwm give notice of. observed defects with reasonable promptness. 2.41 CONFLICTING CONDITIONS Any provision in any of the Contract Doc is xh� may -be -in conflict or inconsistent with any of the paragraphs in: these ;convAtf,C MItioas shall be void to the extent of such "conflict' or 111tos�ifiteesCy 2.42 NOTICE AND SERVICE THEREOF Any notice to any Contractor fromtheOwnar:relative to any ;part of this Contract shall be in writing and coosidered delivered -and the service thereof completed, when said notice is posted, by perW- W or -r . tar mail, to the said Contractor at his last given address, or kxs 3rat _rsofit to said, Con- tractor or his authorized representative on the 2.43 REQUIRED PROVISIONS DEEMED INSERTED Each and every provision of law and clause required by to be inserted in this Contract shall be deemed to,be.insevied berain aaad.this Contract shall be read and enforced as though itwereincluded herein; ltd if.through mistake or otherwise any such provision is not fnaerted, qac fa not:�tlp ixrserted, then upon the application of either party thijS"o,,' 1,1 rthw th be physically amended to make`sueb insertion or corveili"':`" 2.44 SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION' In order to protect the lives and heaitb of hisaw-olvyas* under this Con- tract, the Contractor shall comply with all pertthe Contract Work Hours and Safety Standards Act, the c4nstruc- tion Safety Act as pertains : to health and, safaty -N¢t °+> 1 p rxtain -49- I I I I 71 II an accurate record of all cases of death, occupational disease, and injury requiring medical attention or causing loss of time from work, arising out of and in the course of employment on work under the contract. The Contractor alone shall be reaponsible far the ssfaty, efficiency and adequacy of his plant, appliances and methods, ate for any damage which may result from their failure or their improper constractiok,,nalntenance or operation. 2.45 MINIMUM WAGES All mechanics and laborersemployed or working upon the site of the work, or under the United States Housing Act of 1937, or under -the Housing Act of 1949 in the construction or development of this Projaet, will be paid unconditionally and not less often than once a week, and srithout;substglieat deduction or rebate on any account (except such payroll deductions -,as "a permitted by regulations issued by the Secretary of Labor under the Cape ia ul Aet'(39 CFR Part 3)), the full amounts due at time of payment computed at wage raise not less than those contained in the wage determination decision of the Secretary of Labor which is attached hereto and made a part hereof, regardless of. any contractual relation- ship which may be alleged to exist between the Contractor and Subcontractor and such laborers and mechanics and the wage detsrminatioa.decision shall be posted by the Contractor at the site of the work in a prominent place where it can be easily seen by the workers. For the purpose of thls'Clsuse, contributions mads or costs reasonably anticipated under Section L (D)'{'i)' of the Davis-Becon Act on behalf of laborers or mechanics are considered wages `paid to such laborers or mechanics, subject to the provisions of 29 CFR 55 (a) (1) (lv). Also for the purpose of this,clause, regular contributions made or costs incurred for more than a weekly period under plans, funds, or programs, but covering the particular weekly period, are deeme4 to be constructively made or incurred during such weekly period. The Owner shall require that any class'of laborers,or mteehanies, including apprentices and trainees, which is not listed in'.the,'wags'determination and which is to be employed under the contract, shall be classified or reclassified conformably to the wage determination and a report of the action taken shall be sent by the Federal agency to the Secretary of Labor. In the event the interested parties cannot agree on the proper classification or reclassification of a,parti- cular class of laborers and mechanics,,includiag apprentices and: trainees, to be used, the question accompanied by the rec on •o _ti►e.contracting officer. shall be referred to the Secretary for final 4 etmrmt3:s!a., The Owner shall require whenever the minimus=iftte rate,psescrIbed"in this Contract for a class of laborers or mechanics includes w fringe benefit which is not expressed as an hourly wage rate and the contract is obligated to pay a cash equivalent of such a fringe benefit, an hourly cash equivalent thereof to be -So- [J II established. In the event the interested.parties e ► ;-fttea upon a cash.equiva- lent of the fringe benefit, the question, accam-pealed * the recommendation of the Owner, shall be referred to the Secretary:nf lgbbt #oY amination. If the Contractor does not make pa3mesp#cW �tFtiltother 'gird person, he may consider as part of thea gem. o! any goy costs reasonably anticipated in providuw 4lesatitt of st;�t t expressly listed in the wage detetminLeberatloiK d Litt" j ' ary' Ftf which is a part of this contract; provided, haa3eveY;.t%€e' i tiary'Of Labor has found, upon the written request of the contractor, that rile apglitdble standards of the Davis -Bacon Act have been met. The Secretary Iof Labor,"y reapxire the Contractor to set asidein a separate account assets tnr tbe'7 1'N'_, t+ligations under the plan or program. The Contractor agraes to tamply at# k aswvl& 8. 1971, and any other Executive £order, stabtstg "At"1 ization of wages and prions in this cseitrti4fi�'a 2.46 WITHHOLDING OF PAYMENTS The Economic -PrIvaluse to be'withheld from the Contractor so much: of tha;accrmad � as may be considered necessary to pay laborers and mschsnit*' _ t aimasss.earpuyed by the Contractor or any Subcontraetoi einthe ", c+f f?s84® required by the contract. In the event of failure:;_ts p*y etAy4bCai a mechanic; including any apprentice or trainee employed aP �ttttirk;tag oii.the:atfe o$ :tit a°work or under the United Staten Housing Act.of 1937 or under..the",tto`uit A -of ,1949 in the construc- tion or development of this Project, all yr part of theva-me required by this Contract, the Economic Development Administrapion,4a � mitten notice to the Contractor, sponsor, applicant or QNneL, tales,, k Ala: n"'aaaary to cause the suspension of anp further payat, of, fiats until,, such violations have cease$ 2.47 PAYROLLS AND BASIC RECORDS Payrolls and basic records relating'thereto,will be maintained during the course of the work and preserved for" a irerltnt sf, 4 "edr ys a ihotaafter for all laborers and mechanics .worki*tat tie rs it , , a� �� the Bnitaa-- States Housing Act of, 1937 =oz under nt# * 1ROW l6k yHst k corns rncticn' or development of the project. Such 1`enoi4lc:,-a Vf:address of each employee, his, correct' chassiflcatrienv; �raLe ts£ 'tcmtri- but ions or 'costs anticipated of the types -descrfiCd °9t6on 1'(b) (2)' of. the Davis -Bacon Act) , .daily and'weekly numbs; : q#'iloxt' a ;< sUe its _ode and, actual wages paid.' Whenever the Secretary o€ �bdar ander 29 dFR 5.5 (a) (1) (iv) that the wages•of any labors mar to g=. r tbs.amount of any costs reasonably anticipated %n providi*g', fa m i n program described in Section 1 (b) (2) (B) of the Davis dam '� Malls records, which show that the, Wit'` o1 4 that the plan or program to finaneia1-1has been communicated in--,wilting-totla9j�1 Ott" records which show; the- costa anticlpara$.c4t, �� Asad #ta'-roarSA ing such 'benefits. x3 A'41 v. a^ " ..r 11 11 ' The Economic Developmoat from any moneys payable ori ac tractor, such sums as may adm any liabilities of suofi-- damages as provided in tee;. tsl The Contractor shall'inBeY:t 14'4111's above subsections of thisr,sectiqn abd1 a,ts include these clauses in any lower tier s together with a clause requiring this ins in turn be made. ' 2.53 EQUAL EMPLOYMENT-OPPORTMTY No person in the United Stites.sbali origin, or sex, be excludedf subject to discrimination and assistance. Reference Title Section 112 0£ Public Law. ls6 Form EDA -503. The lessees and other partisi'dir ' that during and in connection assisted program, (1) they'wi Subcontractors, lessees,-gupp ' provisions of the Regnlat ms Schedule A of Title 15 of the VI of Civil Rights Act of',l% I' against any person on the gra+ ment practices, in any of'the accommodations which they`0f. operations, (2) they wi'bp3to, lations to ascertain complian their noncompliance with the. whereby said agreements may b part or may be subject.to-enf a. The Contractor employment because of 7 for will take affirmat; employees are treated e gion, sex, or national' 1 following: employment, advertising; layoff of selection for training: b. The Contractor and'appiicants for amp' setting forth the provi Il L ronbc or Subcon- ' vscn co -.cue reaeras.ay, Ll comply, ; to thi! rates `.agp�lieabis, as Contractors, iers ori4•a �€i3er nCg, aith the applicable of the aditad S1*M meat of- Commerce (Part 8 of Cade of,,, md$ritllat named pursuant to Title, not diet color, re U Ii II c. The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of. the Contractor, state that all qualified applicants will receive consideration for employment without regard to.race, color, religion, sex, or national origin. d. The Contractor will send to each labor an non' -oar tVgpr�ssrzrstative of workers with which he has a collective bargaining agresmeut'orr�ab cfttract or',understand- ing, a notice to be provided by the agency contracting officer,advising the labor union or workers' representative of the Contractor's commitment under Section 202 of Executive Order No. 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees.and applicants for employment. e. The Contractor will comply withallprov sions,of Executive Order No. 11246 of September 24, 1965, and of rules orders of the Secretary of Labor. f. The contractor will furnish all iintformation and reports required by'Execu- tive Order No. 11246 of September 24, 1965, and by rules and regulations and orders of the Secretary of Labor, or pursuant thereto, and -gill permit access to his books, records and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations and orders. Each Contractor and. SabcontzactorfrBe$Aralj�-Assisted construction work is required to file an Equal Opportunity lbyat Tisfpi^sation Report (EEOl'.on Standard Form 100) annually on March 31. 1+'oama:attd'ixwtrnactions are available at' the EDA Regional Office. g. In the event of the Contractor's noncompliance with the nondiscrimination clauses of this Contract or with any such rules, regulations and orders this Con- tract may be cancelled, terminated or suspended in whole or in part and the Con- tractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order, 230», iZlaS;tf September 24,',1965, 0 by rule, regulation or order of the Secretary.of`Iabor, oieas othmrwiae provided by law. h. The Contractor will include the provisions of paragraphs a through h in every subcontract or purchase order unless exempted by rules, regulations or No. - 11246 of September 24, 1965, so that such provisions will be binding upon each Subcontractor and vendor. The Contractor,will'tako such .action=with respect to any Subcontractor or purchase order as. the contracting agep4y;msy,direct as a means of enforcing such provisions including sanctions -for none xmplience; Provided, however, that in the event the Contractor t*comes iuvoly 'in, #attir�reatened'with liti- gation with a Subcontractor or vendor as a result-I4f sach''diraction- by'the contract- ing agency, the Contractor may request the United.9t4X"- 6e cuter into such liti- gation to protect the interests of the United States. i. Exemptions to Above Equal Opportunity:Clause Sol CFR Chanter 60): (1) Contracts andd-subcontracts not exceeding -ten thousand dollars ($10,000), (other than hover eat:.bUlls af`3agit+8}.'are -°exempt. The amount of the contract, rather -"than the;= tnt'-of the Federal' financial assistance, shall goverzt in detsaaiag,the appl#cab#lity: of this exemption; ' -55- (2) (3) Contracts and -su dollars ($10 joC ials are ;exemat. L' 1. 2..54 Deleted 2.55 OTHER PROHIBITED INTERESTS No official of the Owner pho is auth=. the Owner to negotiate, make, ace*pt or *pp. making, accepting or approving. -any archtt tion or material supply cofttrart os tion of the project, shall`_becii diraoaf.4 this contract or in any part hereof:. No'ofi engineer or inspector of or for the Owner +vl behalf of the Owner to exercise any legislai similar functions in connection pith the.#m directly or indirectly interesitA,per*M*JT any material supply contract, subeontraet ; pertaining to this Project. 2.56 SIGNS The General Contractor shall supply*.", 'el a project sign identifying 'tbia'projectaan* participating in the developmaht pf tbis-1"xs shall be four (4) feet by eig$t.;f$# feet;bw The sign shall be constructed with;one-qui facings, or equal, with a frame and tpo, 2 and five-eighths (1 5/8) inch by,tkrse and" four (4) sides. The sign shall be spray pal (3) coats applied to the front side and'orie shall be applied using ;silk screen enamels as follows: the background shall be white', red; EDA logo and "In partnership,�ith Ct4et' Development Administration` shall-Ae If X attached at the end of these'Geral 2.57 USE AND OCCUPANCY PRIOR T&- The O The Contractor agrees to the.iase.aaad py Project before formal accentanee isv thw 1 ai 31)' inch fid' dressed th outdoor enamel with three t'Z--t%e.reax side. The letters tori. to -be used on the sign ate ba xaa' y t commEunity't shall be ;_ M15", . E . of a ► n pr unit, of the y �FFL a7-7. T a� t The payrolls maintai�xed"1Yg: L 1 The employee's full name, sddrgao whether the employee does, or 'doe Project is located or, in the cas or in an adjacent or nearby redav District as well as an indication IThe Contractor shall indiuda contract for work which is, or're Le Development h worker. r. f r4 5 yf4;✓'VtlaYf;�;� .ka d equivalent has been advanced for the perf5o$r as to give his complete freedom of disposition of the sdvdsed`` atitds; ' c. Any deduction of amounts -required+:by court process to be paid to another unless the deduction is in €avor.of the tontrtor, or any affiliated person, or when collusion or collaborat�i. d. Any deduction constituting A i rvs g�` T$mCfs¢it eat¢_Ioyed to funds established by the -employer r o i or i th, for' the purpose of providing either from,,pr3ocf3 ora or bots; medical or hos- pital care, pensions or annuities or retir�"tj"death benefits, compensation for injuries, illness, accidents, sickness, or":die'Alitylor-tor insurance to provide any of the foregoing, or unemploymentbelts, vgelbtl¢n savings accounts, or similar payments for the benefit of the #f £ lies SW, dependents: Provided, however, that the €ollobrfug =at x °-14edust#ott is tact otherwise prohibited by law; (Z) it ieby-,the, employee in writing and + in advance of ## .ta • bB "doxy attd such consent is not a coaditiott. either fer 1 u1!" -$or 'tips •e"tiautetioa " of employment, or (ii) provided for ins betki -ti Je`..collecsive bargaining=agreement between the Contractor"or Subeontractor,and t,"-s+entat#.vres.of its employees; (3) no profit or other benefit is otherwise"obtai,:d9tectTy of indirectly, by the Con- tractor or Subcontractor or any, affiliated person -in "ths,form of commission, divi- dend, or otherwise;' and (4) the deductions ayIWI serve ae "nvepience and: interest of the employee. e. Any "deduction tontributlAg tdwazd dtFt#iMO€AOSM, Stamps and Bonds _when voluatsri%l aut ria ' f. Any deduction requested by the amployee #o-eaebie him to repay loans or purchase shares in credit unions organized "and operated in accordance with Federal and State credit union statutes. g. Any deduction voluntarily autbort %it',staieiag of Asn- tributions of governmeatahar sigr} 1 �, t h. Any deduction volahterily r3sed �f ti ��t ung tt€'cera tributions"to Community Chests, Unit "".a rrera, let charitable organi- zations. ' i. Any deductions to pay regular union initmembership dues not including fines or special asssaswewtBf .a cd]lective bargaining agreement between the'"CctxtrectN, 1ta, `T tetiveV of its employees provided for ouch deducts 3�i&"fie otherwise prohibited -by law. , J. Any deduction not more than #err -t '11 #" xt_board, 3odging,-or other facilities meeting the regni #s em tr#. '-False Abor Standards - Act of 1938, as amended, and Part 531 0€ " tis, i)ksn lfiCdt a deduction is made, the additional records required"vltider 5516ZS� ekf txt.. ]a ,shall be kept. AA a}• 3. Y WIN 'IM T.' t ti F.i„w ' 2.61 NATIONAL HISTORIC PRESERVATION ACT OF 1966h' ' The Contractor agrees to contribute to the preserfttionfand enhancement of structures and objects of historical, architectural or archaeological significance when such items are found and/or unearthed during:`the.eoarse of project construction ' and to consult with the State Historic Preservation Office for recovery of the items. (Reference: National Historic Preservation Act of 1966 (80 Stat. 915,16 U.S.C. 470) and Executive -0rder No. 11593 of Mag 31, 191). 2.62 CLEAN AIR ACT ' The Contractor shall comply and shall require each of its Subcontractors em- ployed in the completion of this.Project to comply with all applicable provisions of the Clean Air Act as amended by Public Law 91-604: 0 1976 ELEVATED WATER STORAGE TANK PROJECT CITY OF MERIDIAN, ADA COUNTY, IDAHO Section 3 ECONOMIC DEVELOPMENT ADMINISTRATION SUPPLEMENTAL GENERAL CONDITIONS 3.01 ENUMERATION OF PLANS, SPECIFICATIONS AND ADDENDA Following are the Plans, Specifications and Addenda which form a part of this Contract, as set forth in Section 2.01 of the General Conditions, "Contract and Contract Documents": DRAWINGS General Construction: SPECIFICATIONS General Construction: o lUM Nos. 1 Page 1 to , inclusive No. Dated No. Dated No. Dated No. Dated 3.02 STATED ALLOWANCES There are no stated allowances for this Project. 3.03 SPECIAL HAZARDS The Contractor and his Subcontractor's Public Liability and Property Damage Insurance shall provide adequate protection against Public Liability, Property Damage, and Vehicular Liability. As required under Section 2.28 of the General Conditions, the Contractor's Public Liability Insurance shall be in an amount not less than two hundred thou- sand dollars ($200,000) for Bodily Injury, including accidental death, to any one person and an amount not less than five hundred thousand dollars ($500,000) on account of any one occurence. Property Damage Insurance in an amount not -61- 0 0 less than one hundred thousand dollars ($100,000) per occurrence and two hundred thousand dollars ($200,000) aggregate. Vehicular Liability of one hundred thou- sand dollars ($100,000) for any one person or two hundred thousand dollars ($200,000) for each occurrence. The Contractor shall either (1) require each of his Subcontractors to procure and to maintain during the life of his subcontract, Subcontractor's Public Liability and Property Damage and Vehicular Liability of the type and in the same amounts as specified in the preceding paragraph, or (2) insure the activities of his Subcontractors in his own policy. 3.04 CERTIFICATION OF NONSEGREGATED FACILITIES Notice to Prospective Federally -Assisted Construction Contractors a. A Certification of Nonsegregated Facilities, as required by the May 1, 1967, order (32 F.R. 7439, May 19, 1967) on elimination of segregated facilities, by the Secretary of Labor, must be submitted prior to the award of Federally - assisted construction contracts exceeding ten thousand dollars ($10,000) which are not exempt from the provisions of the Equal Opportunity clause. b. Contractors receiving Federally -assisted construction contract awards ' exceeding ten thousand dollars ($10,000) which are not exempt from the provi- sions of the Equal Opportunity clause will be required to provide for the for- warding of the following notice to prospective Subcontractors for supplies ' and construction contracts where the subcontracts exceed ten thousand dollars ($10,000) and are not exempt from the provisions of the Equal Opportunity clause. ' Notice to Prospective Subcontractors of Requirements for Certification of Nonseeraeated Facilities I a. A Certification of Nonsegregated Facilities as required by the May 9, 1967, order (32 F.R. 7439, May 19, 1967) on elimination of segregated facilities by the Secretary of Labor, must be submitted prior to the award of a subcontract exceeding ten thousand dollars ($10,000) which is not exempt from the provisions of the Equal Opportunity clause. b. Contractors receiving subcontract awards exceeding ten thousand dollars . ($10,000) which are not exempt from the provisions of the Equal Opportunity clause will be required to provide for the forwarding of this notice to prospective Subcontractors for supplies and construction contracts where the subcontracts exceed ten thousand dollars ($10,000) and are not exempt from the provisions of the Equal Opportunity clause. 3.05 MANPOWER UTILIZATION REPORT If the work under this Contract is to be performed in a geographical area covered by bid conditions issued by the Office of Federal Contract -62- Compliance, the Contractor shall submit to the Office of Civil Rights, EDA, in Washington, D.C., and to the appropriate Regional Office by the fifth (5th) day of each month, A Manpower Utilization Report, using Optional From 66. ' 3.06 SCHEDULE OF OCCUPATIONAL CLASSIFICATIONS AND MINIMUM HOURLY WAGE RATES AS REQUIRED UNDER SECTION 2.45 OF THE GENERAL CONDITIONS Wage rates have been shown on the following pages. i i 1 1 -63- ' PREVAI WAGE RATES FOR USE ON ALL PUBLIC WORKS PROJEC N CONFOR WITH THE PROVISIONS OF SECTION 44-10060 IDAHO E. �CHEDULE #l: SOUTHERN IDAHO IDAHO DEPARTMENT OF LABOR AND (To be used with Schedules INDUSTRIAL SERVICES 3 and/or 4) 317 MAIN STREET, ROOM 400 ' STATEHOUSE.. BOISE, IDAHO 83720 ROB CLASSIFICATION LABORERS: ROUP 1: General Laborers, Sloper, Clearing'and Grading; 'Form Stripper; Concrete Crew; Concrete Curing Crew; Carpenter Tender; Asphalt Laborer; Hopper Tender; Flagman (including Pilot Car); 'Watchman; Heater Tender; Stake Jumper, Choke Setter; Spreader and Weighman; Power Wheel- barrow; Scouring Concrete; Rip Rap Man (hand placed); Fence Erector and Installer - manual or mechanical (includes the installation and erection of fences, guard rails, median rails, reference posts, guide posts and right-of-way 'markers); Crusher Helper; Cribbing and Shoring (in open ditches); Machinery and Parts Cleaner; Leverman - manual or mechanical; Demolition - salvage; Landscaper; Too] Room Man; Janitor ------- ROUP 2: Chuck Tender; Driller.Helper; Air Tampers; Gunite Nozzleman Tender; Pipewrapper Tar Pot Tender; Concrete Sawyer; Signalman, handling cement; Dumpman; Steam Nozileman; 'Air and Water Nozzleman (Green Cutter, concrete); Vibrator (less than 4"); Pumperete and Grout Pump Crew; Hydraulic Monitor ------------------------------------------- ROUP 3: Pipelayer, including sewer, drainage, sprinkler systems and water lines; Free Air Caisson; Jackhammer; Paving Breaker; Powderman Helper; Asphalt Raker, Gasoline 'Powered Tamper; Electric Ballast Tamper; Sand Blasting Form Setter - Airport Paving; Gunman (Gunite); Manhole Setter; Hand Guided Machines, such as Roto Tillers, ' Trenchers, Post Hole Diggers, Walking Garden Tractors, etc.; Form Setter (Highway Curb and Gutter); Vibrator (4" and over); Timber ' Faller and Bucker; Metal Pan Installer ------------ age I of 6 roject No. Revised: March, BASIC HOURLY (FRINGE BENEFITS) WAGE HSW PENSION TRNG. VAC. $6.62 6.72 6.82 50 .50 .50 55 .55 .55 1976 - ID75-5024, 2-21-75; ID75-5140, 12-12-75; 1D76-5olo, 1-23-76 10 .10 RL9 .20 .20 .20 1 0 ' SCHEDULE 91 ,OB CLASSIFICATION LABORERS: 'ROUP 4: Hod Carrier; Mason Tender; Plaster Tender; Mason Tender (concrete); Terrazzo -Tile 'Tender ----------------------------------------- GROUP 5: 'Highscaler; Wagon Gunite Nozzleman; Drills ------------ Drill; Grade Checker; Diamond Drillers on 'ROUP 6: Drill with Manufacturers' rating 3" or over ---------------------------- ROUP 7: Powderman-------------------------- IDERGROUND WORK rOUP 8: Reboundman; Chucktender; Nipper; Dumpman; Vibrator (less than 4"); Brakeman; Muckers; Bllgang--------------------------------------- UP 9: Form Setter and Mover ------------------------=- LOUP 10: Miners; Machinemen; Timbermen; Steelmen;' 'Drill Doctors; Spaders and Tuggers; Spiling and/or Caisson Workers; Vibrator (on 411) ---------------------------------------- WER EQUIPMENT OPERATORS: OUP l: Brakeman; Crusher; Plant Feeder (mechanical); Deckhand; Drill Helpers; Grade Checkers; 'Heater Tender; Land Plane; Oilers; Pumpman; Rear Chainman -------------------------------- WOUP 2: Air Compressor; Assistant Refrigeration Plant Operator; Bell Boy; Bit Grinder Operator; Blower Operator (cement); Bolt Threader Machine Operator; Broom; Cement Hog; Concrete Mixer; Concrete Saw - Multiple Cut; Discing - Harrowing or Mulching (regard - Page 2 of 6 J[oject No. -65- BASIC HOURLY (FRINGE BENEFITS) WAGE HEW PENSION TRNG. VAC. $6.92 .50 7.22 .50 7.47 .50 7.07 .50 .55 .10 .20 .55 .10 .20 .55 .10 .20 .55 .10 .20 6.77 .50 .55 .lo .20 6.92 .50 .55 .10 .20 7.22 .50 .55 .10 ..20 7.92 .60 .65 .l0 vised: March, 1976 - ID75-5024, 2-21-75; JD75-5140, 12-12-75; 11]76-5010, 1-23-76 SCHEDULE #I BASIC 'JOB CLASSIFICATION HOURLY (FRINGE BENEFITS) WAGE HEW PENSION TRNG, VAC. POWER EQUIPMENT OPERATORS: less of motive power); Distributor Leverman; Drill Steel Threader Machine Operator; Fireman - All; Heavy Duty Mechanic Helper or Welder Helper; Head Chainman; Hoist - single drum; Hydraulic Monitor Operator - skid mounted; Oiler (single piece of equipment); 'Pugmixer - Box or Screed Operator; Spray Curing Machine; Tractor - Rubber Tired Farm type -using attachments------------------------ $8'.08 .66- .65 .10 ROUP 3: A -Frame Truck (Hydra Lift, Swedish Cranes, Ross Carrier, Hyster on construction jobs); 'Battery Tunnel Locomotive; Belt Finishing Machine; Cable Tenders (Underground); Chip Spreader Machine (self-propelled); Hoist - 2 or more drums or Tower Hoist; Hydralift - Fork.Lift and similar (when hoisting); Oilers (Underground); Power Loader (Bucket Elevator, Conveyors), Rodman, Road Roller (regardless of motive power) ------------------- GROUP 4: Boring Machine (Earth or Rock) Quarry - master - Joy - Tractor mounted; Drills, Churn - Core - Calyx or Diamond; Front End and Overhead Loaders and similar Machines - (up to and including 4 yards) (Rubber' -tired); Grout Pump; Hydra-hanxner; 'Instrument Man; Locomotive Engineer; Longitudinal Float Machine; Mixermobile; Spreader Machine; Tractor - Rubber -tired - using Backhoe; Transverse Finishing Machine; 'Trenching Machines; Waggoner Compactor and similar; Asphalt Spreaders --------------------- ROUP 5: Concrete Plant Operator; Concrete Road Paver (Dual); Elevating Grader Operator; I'I ' Euclid Elevating Loader;, Generator Plant Operator; Mechanic (diesel electric); Post Hole Auger or Punch Operator; Power Shovels and Draglines - under 1 yard; Pumperete; Refrigeration Plant Operator; Road Roller (Finishing High Type Pave- ment); Skidder - Rubber -tired; Sub Grader; 'Multiple Station Beltline Operator (Teton Dam Project only); Service Oiler= -------------- age 3 of 6 roject No. IMarch, 8.40 .6o .65 .10 8.71 .60 .65 .10 8:.88. .6o .65 .10 -66- 1-976 - ID75-5024, 2-21-75; ID75-5140, 12-12-75; ID76-5010, 1-23-76 I s. FOB CLASSIFICATION SCHEDULE #1 POWER EQUIPMENT OPERATORS: ROUP 6: Asphalt Pavers - self-propelled; Asphalt 'Plant Operator; Blade Operator (Motor Patrol); Concrete Slip Form Paver, Cranes - up to and including 50 ton; Crusher Plant 'Operator; Derrick Operator; Drilling Equipment (Bit under 8 inches) (Robbins Reverse Circu- lation and similar); Front End and Overhead Loaders and similar Machines (over 4 yards to 'and including 7 yards); Koehring Scooper; Heavy Duty Mechanic or Welder; Mucking Machine (Underground); Multi -batch Concrete 'Plant Operator; Piledriver Engineer; Power Shovels and Draglines (1 yard to and Including 3 1/2 yards); Tower Crane Operator; Tractor - Crawler Type - including 'all attachments; Refrigeration Plant Operator (over 1,000 tons); Trimmer Machine Operator; Tournapulls - Euclid and similar - to and including 40 yards ----------------------- GROUP 7: 'Cableway Operator; Continuous Excavator (Barber Greene WL -50), Cranes - over 50 ton; Dredges; Drilling Equipment (Bit 8 inches and over) (Robbins Reverse Circu- lation and similar); Fine Grader - CMI or Equivalent; Front End and Overhead Loaders and similar machines (over 7 yards); Power 'Shovels and Draglines over 3 1/2 yards; Quad type Tractors with all attachments; Tournapulls - Euclid and similar - over 40 'yards to and including 50 yards; Multiple ScraperUnits ----------------------------------- ROUP 8: Tournapulls 50 yards to 'ROUP 9: Tournapulls 75 yards to - Euclid and similar - over and including 75 yards -------------- - Euclid and similar - over and including 100 yards ----- 'ROUP 10: Tournapulls - Euclid and similar - over ' 100 yards--------------------------------------- Page 4 of 6 roject No. evised: March, 1976 - ID75-5024, 2-21-75; 1075-5140, 12-12-75; ID76-5010, 1-23-76 • BASIC HOURLY (FRINGE BENEFITS) WAGE HEW PENSION TRNG. VAC. $9.06 .60 .65 9.47 .60 .65 9.70 .60 .65 9:93 10.17 .6o .65 .60 .65 .10 -67- SCHEDULE #I BASIC I08 CLASSIFICATION HOURLY (FRINGE BENEFITS) WAGE H8W PENSION TRNG. VAC. POWER EQUIPMENT OPERATORS: ,INDERGROUND MEN SHALL BE PAID 10% ADDITIONAL EXCEPT OP. OR MUCKING MACHINE AND BATTERY TUNNEL LOCOMOTIVES AND OILERS AND CABLE TENDERS. LCK DRIVERS: ROUP 1: Leverman loading at bunkers; Pilot Car or Escort Driver-------------------------------- $.7.67 . .60 .65 JO ROUP 2: Flat bed - 2 axle and pickup hauling material; Water tank truck (1,800 gallons and under); ' Fork Lift (3,000 and under)--------------------- �ROUP 3: Flat bed - 3 axle; FuelTruck (1,000 gallons and under); Greaser; Tireman; Serviceman; Buggymobile; Man haul (Shuttle truck or bus) ---- ROUP 4: Transit mix truck - 3 yds. and under; 'Warehouseman; Truck helpers; Slurry or concrete pumping truck-------------------------- ROUP 5: Flat bed using power takeoff; Water tank truck (over 1,800 - 4,000 gallons); Semi- trailer - Low Boy - up to 96,000 lbs. GVW, Bulk 'cement tanker -up to 96,000 lbs. GVW; Fork lift - over 3,000 lbs. (Bull lift, Hydro lift); Ross, Hyster, and similar straddle equipment; "A" Frame truck (Swedish Crane, Iowa 3,000, Hydro -lift) --------- ROUP 6: Transit Mix Truck, over 3 yds. - 6 yds.-------- - GROUP 7: 'Water tank truck - over 4,000 gallons; Fuel truck - over 1,000 gallons, Distributor or Spreader Truck ------------------------------- IROUP 8: Transit mix truck - over 6 yds. - 8 yds.; ' Dumptors; Field Tireman; Serviceman ------ Page 5 of 6 7.73 ,6o " .65 7.79 AD .65 7.85 ,6o .65 7.90 .60 - .65 8.11 .6o .65 8.17 .6o .65 .20 ,20 .20 .20 .10 .20 .10 .20 !.10 .20 --- 8.23 .60 .65 .10 .20 roject No. evised: -March, 1976- ID75-5024, 2-21-75; ID75-5140, 12-12-75; 1076-5010, 1-23-76 -68- I . ! SCHEDULE 11 rOB CLASSIFICATION TRUCK DRIVERS: .ROUP 9: Transit mix truck - over 8 yds. - 10 yds.; Snow Plow (Truck Mounted) ---------------------- ROUP 10: . Low boy - 96,000 tbs. GVW and over; Bulk ' Cement Tanker - 96,000 lbs. GVW and over ------- GROUP 11: Transit mix truck ROUP 12: **Turnarocker and - over 10 yards similar equipment------------ KROUP 13: Truck - side, end and bottom dump: A. 6 yds. and under--------------------------- B. Over 6 yds. - including 12 yds.------------ C. Over 12 yds. - including 20 yds ------------ ROUP 14: Truck Mechanic------------ ------ BASIC HOURLY (FRINGE BENEFITS) WAGE HEW PENSION TRNG. VAC. $8.34 .60 Over 20 yds. - including 30 yds ---------- .lo tD. E. Over 30 yds. - including 40 yds ------------ .60 F. Over 40 yds. - including 50 yds ------------ .20 G. Over 50 yds. - including 75 yds ------------ .65 'H. Over 75 yds. - including 100 yds ----------- 8.63 1. Over 100 yds ------------------------------- 8.75. ROUP 14: Truck Mechanic------------ ------ BASIC HOURLY (FRINGE BENEFITS) WAGE HEW PENSION TRNG. VAC. $8.34 .60 .65 .10 ;20 8.40. .6o .65 .lo ..20 8:46. .6o .65 .10 ..20 8.52_ .60 .65 .10 .20 8.00, .60 .65 .10 .20 8.11 .60 .65 .10 .20 8.34 .60 .65 •10 .20 8.52 .6o .65 .10 .20 8.63 .6o .65. •10 .20 8.75. .60 .65 •10 .20 9.08 .60 .65 •10 .20 9.31 .60 ,65 -10 .20 % 54 .60 .65 to .20 8.16 .6o .65 .10 .20 (DERGROUND: 10% ADDITIONAL Two or four wheeled Power Tractor with Trailer, i.e., Tournatrailer, Athey Wagon, Terra, cobras, LeTourneaus, Westinghouse; DW -10, 20, 21 and 24; 619C and similar type equipment hen transporting material loaded by external means; also power boom and similar type rucks when performing work within the teamster jurisdiction regardless of types of attach- ment - base rate from Group 12 or yardage scale from Group 13, whichever is greater. 1 - . I gage 6 of 6 oject No. evised: March, H 1976 - ID75-5024, 2-21-75; ID75-5140, 12-12-75; ID76-5010, 1-23-76 -69- -i'+wS'.v-k Axi 4'4 Y SOUTHWESTERN IDAHO: JOB CLASSIFICATION 10WER PART OF PAYETTE, GEM, BUILDING AND HIGHWAY CONSTRUCTION: SCHEDULE 14 IDAHO COUNTY, ALL OF ADAMS, VALLEY,*SHINGTON, BOISE, CANYON, ADA, ELMORE, AND OWYHEE COUNTIES. ASBESTOS WORKERS --------------------------------- BOILERMAKERS ------------------------------------- BOILERMAKERS -------------------------------- BOILERMAKERS------------------------------------- BOILERMAKERS HELPERS ----------------------------- GLAZIERS----------------------------------------- PAINTERS AND TAPERS Ada, Adams, Boise, Canyon, 'Elmore (except Mountain Home AFB), Gem, Owyhee, Payette, Idaho, Valley, and Washington Counties --------- BASIC PLASTERERS--------------------------------------- 8,00 .32 .20 HOURLY (FRINGE BENEFITS) .445 WAGE HEW PENSION TRNG. VAC. .45 1%+.25 1% Cable Splicer---------------------------------- $16,16 .50 .87 1% ' 9.80 .65 1.00 .02 .50 8.465 .65 1.00 .02 .50 6.14 .25 .30 ' .23 7.80 .4o .30 .02 CARPENTERS: Floor Layer, Shingler, Drywall Applicator and Installer of Metal Studs, Metal Framing, 'Accoustical Material, Metal Partitions, Porcelain, Enamel and Metal Panels, Marlite or Rigid or Flexible Plastics, Laminatus, Weather Stripping and Insulation --------------- JPage 1 of 2 Project No. Revised: 8.49 .52 .40 .10 .40 ' March, 1976 -.ID75-5024, 2-21-75;7 ID75-5056, 5-9-75; ID75-5120, 10-3-75; ID75-5140, 12-12-75; ID76-5010, 1-23-76; ID76-5016, 2-13-76 PLASTERERS--------------------------------------- 8,00 .32 .20 .20 ELEVATOR CONSTRUCTORS--------------------------- 8.23. .445 .29 .02 3%+a ELECTRICIAN------------------------------------ -- 9.45 .45 1%+.25 1% Cable Splicer---------------------------------- 10.395 .45 1%+'.25 1% ' (HAZARD RATE WILL BE 10% ABOVE EXISTING RATES.) ELECTRICIAN/LINE CONSTRUCTION: All work over 34.5 KV and all work on steel towers and/or multiple wood structures and all substations of 1,000 KVA or greater capacity and all communications, underground work, ' 34.5 KV, street and highway lighting and motor traffic controls: Groundman-------------------------------------- 6.40 .35 1% 3/4% Equipment Operators---------------------------- 7.74 .35 1% 3/4% ' Lineman---------------------------------------- 8.50 .35 1% 3/4$. Cable Splicer---------------------------------- 9.35 .35 1% 3/4% All power construction of 34.5 KV and under when performed for an operating utility or municipality. Street lighting when performed for an operating utility or municipality: Groundman-------------------------------------- 6.16 .35 1% 3/4% Equipment Operators---------------------------- 7.22 .35 1% 3/4% Lineman---------------------------------------- 8.02 .35 1% 3/4% .. ' SOFT, FLOOR LAYER--------------------------------- 6.50 .25 .10 .10 PLUMBERS----------------------------------------- 9.49 .47 .50 .10 'IRONWORKERS - Ornamental, Structural Reinforcing: Adams, Valley, and Washington Counties north of the Weiser-Gobbonsville Line and Idaho Count -------------------------- 9.15 .48 .80 .A5 Remaining Counties----------------------------- 9.39 .55 85 .02 CARPENTERS: Floor Layer, Shingler, Drywall Applicator and Installer of Metal Studs, Metal Framing, 'Accoustical Material, Metal Partitions, Porcelain, Enamel and Metal Panels, Marlite or Rigid or Flexible Plastics, Laminatus, Weather Stripping and Insulation --------------- JPage 1 of 2 Project No. Revised: 8.49 .52 .40 .10 .40 ' March, 1976 -.ID75-5024, 2-21-75;7 ID75-5056, 5-9-75; ID75-5120, 10-3-75; ID75-5140, 12-12-75; ID76-5010, 1-23-76; ID76-5016, 2-13-76 IJOB CLASSIFICATION SCHEDULE #4 BUILDING AND HIGHWAY CONSTRUCTION (CONT.): CARPENTERS (CONT.): Saw Filer, Piledriverman, Bridgeman, and ' Wharf Builder----------------------------------- Millwrights, Piledriver Boomman, Machine Erector----------------------------------------- CEMENT MASONS ------------------------------------- 1 Gunite and Composition Floor Layer, Power Trowel and Power Grinder Operator --------------- 0 BASIC SHEET METAL--------------------------------`------ HOURLY (FRINGE BNENFITS) WAGE HEW PENSION TRNG. VAC. $8.66 .52 .4o .10 .4o 8.78 .52 .40 8.32 .45 40 8.52 .45 .4o. ' WELDERS: FOOTNOTE: .10 .40 .10 .35 .10 .35 .A W Receive rate prescribed for craft performing operation to which welding is incidental. ' a. Employer credits 4% basic hourly rate of employee with over 5 years' service, 2% basic hourly rate for 6 months to 5 years' service to vacation plan. Six paid holidays - A through F. ' PAID HOLIDAYS: 'A - New Year's Day B - Memorial Day C - Independence Day 11 11 11 1 Page 2 of 2 Project No. Revised: D - Labor Day E - Thanksgiving Day F - Christmas Day -71- March, 1976 - ID75-5024, 2-21-75; ID75-5056, 5-9-75; ID75-5120, 10-3-75; ID75-5140, 12-12-75 ;.1076-5010, 1-23-76; 1D76-5016, 2-13-76 SHEET METAL--------------------------------`------ 9.46 .52- .30 BRICKLAYERS, BLOCKLAYERS, AND STONEMASONS--------- 8.80 .40 .40 Idaho County------------------------------------ 9.41 .55 50 TILE SETTERS-------------------------------------- 7.65 .40 .40 TERRAZZO WORKERS---------------------------------- 7.65 .40 .40 ' MARBLE MASONS------------------------------------ 6.25 .40 .30 ROOFERS, JOURNEYMEN, AND KETTLEMEN----------- 8.05 •33 .20 Coal, Tar, and Pitch Products------------------- SPRINKLER FITTERS -------------------------------- 9.55 10.30 •33 .50 .20 .80 LATHERS------------------------------------------- 6.65 ' WELDERS: FOOTNOTE: .10 .40 .10 .35 .10 .35 .A W Receive rate prescribed for craft performing operation to which welding is incidental. ' a. Employer credits 4% basic hourly rate of employee with over 5 years' service, 2% basic hourly rate for 6 months to 5 years' service to vacation plan. Six paid holidays - A through F. ' PAID HOLIDAYS: 'A - New Year's Day B - Memorial Day C - Independence Day 11 11 11 1 Page 2 of 2 Project No. Revised: D - Labor Day E - Thanksgiving Day F - Christmas Day -71- March, 1976 - ID75-5024, 2-21-75; ID75-5056, 5-9-75; ID75-5120, 10-3-75; ID75-5140, 12-12-75 ;.1076-5010, 1-23-76; 1D76-5016, 2-13-76 W NO. M..,in u .Oi uw ✓V� 4p Y.Yu � � INOTICES b On•0i] 9• O_ u .....J11 Y OF rp�gA1MM Sg 6961 -•tl Y)JN ny AOY .. Y�O YJ ES Of.C: >;>L ., S\ i 4rM aV -VO ev 4• F yO O O • m O. O u 9C V L C � u V O V p `.. H ,O y� .l n as H S��Our `•w n Z O 2:2- V_ �� ] y n ♦ A O • Yg Yo Ys� O e Whnq . NE�EY.°+��i v F� oYFw° Yc c5.a ". $•. o° .Oi y e. o s N .. < wl vOi • a® Y •' w V O O Y 0 •n. . ... M c v n` fi 1-1153 ' .y,' 3SS YY_ 3Y -.:.2 0 00 a 2 a ` �(.Gp};wesaa�`aeazKa�Y�.__a.._oY,aosYe: r< �• 0 V w Y w O w 4 F - aY♦ Y! ] VI Y w L n .w L w 4 Y Y Ywi W0. q0 'V]SiY 4 Un JE G0p aC'ZZz NOLO"1Fp06`u>^YyYYr�OVJ��NVO•NF.. as 7 Ko J WV< n y W \ n LL m ' w oo- a r g ♦� _ n } H n Yi Y: .. L 'a o o. H-- •� a a a v a .. z n 4 i a iii •q �Nd P O a w O .N.N Pi n Y ' OSGS M OP q o q P. P P PP P P P M J a n A wM YZK P O h y o -a0 Y P o O Y w H� e c.l r T T a 0 b r vY. O u � Y w m c z Y Y - � � q rn •>i V Y �wc F, N•CY7w CC C�C YfriVA 90O O•V CJOS��.499SE � _ •tYY .+ n p o OY: a Ye.. v Y Y•• o newi"+ w U 6 ' V •L, I+ O ti M tl •• V �+ •+ • o f n V V F C •+ 9 M _ j O Y •JW ••.. Q'r G.niNC ••OinO nyOwyw � 0V C n pYY •. � w4 SUE OvOM� USN.-�iOG �y.il94 •• L Vr •6f, OYJOi I•S �y6 YN uMn]O O••.•j Mvr 2 rV � L WV wwr Y u�4 N. u c O V l •L� Y 9 u o r N'9 uZ. FAL O Ew_� O O V O.S,.� i•• M F j Q •L w E M y r r y 1• i[ C O Y% i a O •� N 9) F ` 4 V j C] ,E, V: ] 7 N G r y 'L O F Y O O M O V W F V •• O •. N S ONUV �OaU(V V K4VPV nl WVC^OFWS rc ySSy�I�CVa SK Upq.V pgV•iN .0 .. g W NO. M..,in u .Oi uw ✓V� 4p Y.Yu � � •. b On•0i] 9• O_ u .....J11 Y OF rp�gA1MM Sg -•tl Y)JN ny AOY .. Y�O YJ ES Of.C: >;>L ., S\ p 4rM aV -VO ev 4• F yO O O • m O. O u 9C V L C � u V O V p `.. H ,O y� .l n as H S��Our `•w n Z O 2:2- V_ �� ] y n ♦ A O • Yg Yo Ys� O e Whnq . NE�EY.°+��i v F� oYFw° Yc c5.a ". $•. o° .Oi y e. o s N .. < wl vOi • a® Y •' w V O O Y 0 •n. . ... M c v n` fi 1-1153 .y,' 3SS YY_ 3Y -.:.2 . a ` �(.Gp};wesaa�`aeazKa�Y�.__a.._oY,aosYe: r< �• 0 V w Y w O w 4 F - aY♦ Y! ] VI Y w L n .w L w 4 Y Y Ywi W0. 'V]SiY 4 Un JE G0p aC'ZZz NOLO"1Fp06`u>^YyYYr�OVJ��NVO•NF.. as 7 Ko J . K n y W \ n LL m ' w oo- a r g ♦� _ n Hn H n Yi Y: .. L o o. H-- z n H n a iii •q �Nd P O a w O .N.N Pi n Y ' OSGS M OP q o q P. P P PP P P P W NO. M..,in u .Oi uw ✓V� 4p Y.Yu � � •. b On•0i] 9• O_ u .....J11 Y OF rp�gA1MM Sg 'h�rC Y)JN ny AOY .. Y�O YJ ES Of.C: >;>L ., p 4rM aV -VO ev 4• F yO O O • m O. O u 9C V L C � u V O V p `.. H ,O y� .l F ,FO, .ri S O Y•^ L a C O y Y y S��Our `•w Z O 2:2- V_ �� ] y n ♦ A O • Yg Yo Ys� O e Whnq . NE�EY.°+��i v F� oYFw° Yc c5.a ". $•. o° .Oi y e. o s N .. < wl vOi • a® Y •' w V O O Y 0 •n. . ... M c v n` fi 1-1153 .y,' 3SS YY_ 3Y -.:.2 . a ` �(.Gp};wesaa�`aeazKa�Y�.__a.._oY,aosYe: r< �• 0 V w Y w O w 4 F - aY♦ Y! ] VI Y w L n .w L w 4 Y Y Ywi W0. 'V]SiY 4 Un JE G0p aC'ZZz NOLO"1Fp06`u>^YyYYr�OVJ��NVO•NF.. as 7 Ko J . K W W \ n LL W NO. M..,in u .Oi uw ✓V� 4p Y.Yu � � •. b On•0i] 9• O_ u .....J11 Y OF rp�gA1MM Sg 'h�rC Y)JN ny AOY .. Y�O YJ ES Of.C: >;>L ., p 4rM aV -VO ev 4• F yO O O • m O. O u 9C V L C � u V O V p `.. ,O y� .l F ,FO, .ri S O Y•^ L a C O y Y y S��Our `•w VX .Ynw]�"L"O• C COjY NV^4\C±w� m O 2:2- V_ �� ] y n ♦ A O • Yg Yo Ys� O e Whnq . NE�EY.°+��i v F� oYFw° Yc c5.a ". $•. o° .Oi y e. o s N .. < wl vOi • a® Y •' w V O O Y 0 •n. . ... M c v n` fi 1-1153 .y,' 3SS YY_ 3Y -.:.2 . a ` �(.Gp};wesaa�`aeazKa�Y�.__a.._oY,aosYe: r< �• 0 V w Y w O w 4 aY♦ Y! ] VI Y w L n .w L w 4 Y Y Ywi W0. 'V]SiY 4 Un JE G0p aC'ZZz NOLO"1Fp06`u>^YyYYr�OVJ��NVO•NF.. as 7 Ko J ' —72— ' 6962 .. NOTICES Y Y• P: 6 r i _ mSa y P Pe N Y P .!•• 1 . rpYp n y nn.r.• YV eC••f Oo _ i YO� 0OY ••• u}. L C �_ C T•n >�L � Y O O - - • b r V O F � OYV y Uro SVP VM9J tl •1^'WJ gTq69W QY i Y y 0 4'u ✓ M V�V•°IF � O •Vi n O.Vi O u °•L°• �- O F V V i i w O O � '•• V e r p O •� V x G' I> b .. n •• E y - C L'I V C n 0 Y• V • L � K O N C p q y9 O.°i 9.Vi wY•JOOOJ ••rJ � YV O+>1 •V••Y w�YO. 0 ZO FY GY _ C O C LY vC •F •l GGGC MV U O- •• 9 V O •• / 4• N w i CKW O y gCO U Y V 3 N� 0 V G• O a f> .. 4 0 •i Y N •• O Y Y v n Y O 1. S • Q ' 'i •>i _ ba V i b• V b> x >x w u •� YI u i C j�yvCYOV OO.0 p�4••� wC V • O « •j cc cr. /Y�wcc-+.•oYi '<Yu•°•�L .3.'OiFwN]-'L°F' � O O °� a. _ •Wi •• .• A L 2 _ r Cn 0 u V 0 1r 8 9u O .Li C 0 E� x �VJ O • V YUO YKVK•V•.i ()ZvV '^W "'~y0. VU UJ q�VpOYC VYf o'W> g ••w ua•a. 1e a m LL -o �e s�.ip > • - - " o yo Ems~ 5°..". S°. o. u $ . . 1 •". b Y• m f^.« N« •J. •b•1 fl p N `I• GC • Y G •Ni .Ki w.Wi. •N H « W._ ' ,• mSK Pte. PM w •I• 0 •q I. � - • n uM wCMc VuEY OC GeMr YM Y'•• , �•�•'•• 2V eV •uO.'LVo iaYV ;` .r 6e_$ uO 9 w6V w•O Vva Yc; •rYxi Y NK i OoO i V • m Y i V 0 I y tl VF uY t• Y^7'•• uu n V o YY 3w�'r rP O uP �r a O ~ 4La j _Z 7.r OVi•Vl Y � w n•• •' j0`..•YY= • •• Y w `� - •r w t G G C L Y• O V • 9 u Y y r Y P S: y 'LJ V N V i O O C OO 0 0 O L g O Y Y 0 Y t •• y _ VvuOy VV 0-y nO •. O L-Uiu<y Oor•'�VVY ".e,. 2,••nV :<go Cu_•ViLG ]•• •Mi '' Y ; YY HYU<EV.'Ot •JNWW Y EO•'WY WS••��''C�C2 •••VG01r^OC��O 3`W VUC YV'•+0.V MV a Ym KVVL �Y 4 .A „3aru-L:i2w'm... ... �. rays�yr«v •'�` NOTICES 6963 t . p O• O CV O p q y y+ •CJ I . • _, U .• y0 Y s� h i p t .. y v u y y w A L .Vi �• � � y Y r Y y u p• Y M� C• + w ♦ CO y Y O V .t ,j, fC� yy VOU M�y�yYy QG SuyO j9^pye V�q Cwu 5 a Y V ••• ^Cy - P O Y Y p r y V u h V • W 5 •� E) 7 m O J y V X92 ww ^2�Z0 Y VCC•'ya Cr w ii wVq _L O Mq r O, 9Y..J V• L^;y O 1rgg YOS� uuM •N C£ Yr• �GS ••Op Yrq O� �y6eq - _ ».• C O. Cy•. O ••VUVM YS VfO 5•Jr V GC NOp O s O y C e y •: F K O C• V tC s o - .. Er, u a9 •T .. ii .•• yy SrfUN Y6 U y V ' 0� Nom• n.ly p^ Oq � �M•• •Z� iK . XOOYp'� _CC•• 5•�CwV V•'Y Y•Yu V•�w •RRRr�ryyYfY••yp �OY OrNn`.O O u^L • 6�uY .y C ��Vv d^CM ,W YO �• 9 w '� q p j r N Y M f O O u N .G+ „G,.- F V V r 0• e V O G Y r y .G yG C 0 9 pL O O C •)• O O C 9 Y j 00 i. p G p 0 0 M a V Ko p r e O• • •• L V f G •+ � C E O L O �. y V) C V O YY9� O K K G y OU•fL jKV .SN�UL _ gV•dNK �p•fF m<M6iY -YY E � M 0, v N I• h N O N Ii • a OSK J O h O j. P P P C O W n �i p ~ OyYYV •O M •�A • • • O r ' •• r o ��• :3 2:'5" o 00— n ••5 r , p KKAMwC�l� •) CS ypL yC ^ 9 YM YM\ Y •ur VyrrV6w�m V] -06V 40G > 04'O - •V •'✓4Mu _ OrY� CF rp•Y •2 wprLG LS qNe •' =KV ` w u "2 Y3w re _. •O•y'J CO r�rwEw~4 gCL"mYY• <•Y'_r�.iM)yuy :F wO_•� ` •' °6•O•'•F � r�u•.pM =^ cAF° c S=' gyV O.YY`Y - KqNyY ••� .E y4YY u) ^ OY YT.. ✓YJV VpY 1'• O NYO•VJV•..Gi•1`LVeiq VY�VSA✓�yG y6 .ON e�q VNL c. YyV y, YeV -„ cLC.of9r 99 pp V C TA O•- y O KN N O Y.IIj •j 6qY QRY •iOF U. <YVUOvi0i.Y f -74- _ 6964 _ NOTICES '. �.. ZL > Y V> A< • P O < - _ OV �✓Y _ V V � < •. N• . _ N Mtl r< _ _ w al C N y y •L• ' • F O O Y Y O O �• Y•9 P �"o ' "� Y �YO Y M F � YM eM0 • �� .•] h - VOu OOw O O."ti yL P96 e•'wi .Yi y�VF •' . o- q _ �YW E• S S '. VR,r LUm ._ yOT� . .. •� OSNV�4 Y�y Y=Y A 4 T>C Y 9 n_ C M py[ C C O +11 :0Z d .>r upi i - V••� Y P•� S VVI. hOM -g YW C.a F�XCCY b YOF r S ... op4 uV �. u �_ j • • C N Y L: u u r0+ N Y N T .40 g y� p O_ NN O w O Y 4 rJ N OYx YI I+jIb O w • n„� _ S F < M.V Ya •.� .i -, �p •u y w C U w VpZ. _r p YI OY _ . yW�V•.pyW iOY �2 <A b • WWNVY�N YN pw i W<Y• p bbbr P _ 23 y - v I c• o 0 0 00 0 • R • d MN1 flh N NR Q _W m ' h .or YSK VlP Y� !` P _ Y '.. Y• V �.uarEi •' - yy SC O�•tl CO .<`rN00 .M ..Vi w�. Y. O J.' C r 4 J C > C a O.L O 1 •�. .>�„ YO VrOCO YI YurgC Opbn^ FGIx2u 00 qCM •O p • +3F x1.�� •y {Fb qY ~V •'1 .n .' • rom-Y 'J ONp •O ♦1+ JY4 V-OVC Vu O.V u O C •^ C A • O n^ a 9 • U C P 4 0 J Y x a •rUr t Z Z T F V u Y O •rl w V •qr M M I . Y OGGG, y p444444'''"'CYY0. : .•Y �w� n00 Vr M=40. u•r•W YrC CC O y X p U •l 0.O U _J C Y` V • u C C M F=w �� <P u2 •p ._w C2�✓J Ev 0�0.V^ J EV itl r • �L1 •ex•OC UGLY •oOYV �a Oro Yf.x F••�l.a - 'i E. rr.T FCS}u<�y u0 �11Y .� • M V _ u�O<Y C yCVXO.0 O M •Y• Yy y e C O E y C ••.Ok O C y tIVsr E• 'c V Y Z4 -ss- Y V••V VYrpU Y(_ VNroW VO 2 > v4 r A Y i R i _ 0 „ _ • . - -75- '. - .r NOTICES 6965: n KKry S000eooS'0000. { ...39.. rn ILI NNNN MNN E t •/ ` vYOV� -•rvn.1 N•pw mP <mV0 <uL M•-. NnV H.OM �OPw GY V O� pppnnO.pppw A 70C•• 0.pppppp O Epp ' \ Ij �C 0.0L Oy SOOMy 00.+.0i•O 0 m O •• ] ] i J > > i n'V F0000000 pC i > > V000 �• N Y u M Y V V V V Y V U U V V U U U U W 4 4 M �'V � � ti K V O.O U V V V U U V V V U • of noh HHnn nnn. HHn . � .onn�^on .O.^ nnNHHHH nv�n S rRRRRnNh .'i +'.Rnh RRRRRnw RRR u S• „ n N O N O N N' 'O n'OmP n O 8.0 b n O N J F P N wiL 01'p' P•. h^ I.nm n.0 hh 00 P WNH NI.h VMh 6965: -76- n KKry { rn ILI NNNN MNN •/ vYOV� -•rvn.1 N•pw mP <mV0 <uL M•-. NnV H.OM �OPw GY V O� pppnnO.pppw A 70C•• 0.pppppp O Epp ' \ Ij �C 0.0L Oy SOOMy 00.+.0i•O 0 m O •• ] ] i J > > i n'V F0000000 pC i > > V000 �• N Y u M Y V V V V Y V U U V V U U U U W 4 4 M �'V � � ti K V O.O U V V V U U V V V U • -76- n KKry { rn ILI NNNN MNN /i L - K.. w N ti .K. � w .Ni •N. .Ni .Ni .w. 1 ee YW. w - n n IHlnn nn nn HHnn ' l \ W _ • HHnn O< 'nAn _ .' '. t V1wmP C 1 •• Xp s.Owq' >p Y' , JTC M Y O9 i� V ••� •M Sp HO �• •.`. >•J h9.Y p CV • ••• iry>40j•B nMYOV / '^ •M C M••f S CBry OaYe Ma Fyyp ' 3` JOd -Vi q�.• V•• Y L+ <N W •00<uni OX .. �m� .� V u n0 qw }� }ciV � Y� M r • tl •• S O C V S •Oi wOieV Y Y 40i O YO y V p J Y U •� V y S`•i 'n n O O • n O Y•Vi Y 0. V �p .. - CY � N.. V• wS nYOyVV V�YJ ••py Y VO V ••�•.� pY. V •LVO— y y0 L'p�4V VaOr04 1.v� i'• _YV ii.y O VS" •a N0 .• yi> > G O. C [nc 0• F> .. H= O MO .a C y•� O) LLL n V C `= e'•V N Y u Y• .T. S Oy u V V t• Y GV V 9 O y Y• O n V V l i a u C •ii O �• V - V O V L � 'J � y >> � w< V J y `• p C P �_ W V u O _O O C� Y 'I. 6 ••, O< n9 a• P— • ci V W J V .• _ y O V Y Y • J V i Y .! � V Y Jam. O Q< V � � • O r O V Y wl -76- 6966 NOTICES s��ee�oeee�. e q• ' - N N N M N N N NN N N M n N n n N N N n N J J tl J J J J O tl•O b J J J J J b J tl J O tl N N N n N N n n n n n N N n F n n n n :n n n n F F d ' ' ; t. iS Y n„ tl m n g n n m g n q n mP POrrV JnP w n P N O._ n n V e tl M r^« n N 0 ♦ J '. Jnn gPr•"•«np•tn Sr NJnO nNP ' ' • • ry L U O O O L� •9iJ C Sn iq l•�Y OYOY O•w«nV NAL �'O Or«n(gUO w^wUSMM • y[^., V O M O nNn ON•pnmprrr•+r pL C O •-.NNJNtln mPrrrr FiiLL_6 O.bbb b.bb C.j�bbP W^Or Oi b�Gbbbbj 6jj •. M tlO06% ] O i U u ] ]] i o .. . V 0 0 0 O O i � �V O�MM Y omOJY Y co UV VUVVVM Y !!9l•'yJ10. F• MW ' �5•iOV � - -� m. 0. E W •< - ;1 ��OOOOOONN - - i q • O `I • • � 9 • SLP a N N N N N n N g : nNnnnN - NNnnJ Jtltltl tltlbbtltl � �• W t q S O k J i ' �. . ' ONo>_ s I i �Qy 5 » s OONONON Om ' OnmOru MO Y O q Y O'- P P O O O a tl Y o e •.� •q b N n P« w y • N W Y r O tl •�• i>� N ONONO •' r y OnP OnJn �•".tl Y v Y m m qmq PPPP = � g M �O5,...uMwa.�±r!' NVuOb✓Oiti� ��•b_bb( b�.NO•z( •. V• N_ . ¢ on•oew�da do.oD �. Q �`' - - . - • qe rmtln on m•iei •im gmppPp< ^ (Y ! • - • OV Z• - , <F6 • • , dyL.VrY0 ZVruOpX Fu07 uqo PYb0 u�bO wtlO nu�ib «u]O Nu>O _-JV>D nqbO `•uy6O 1 •ti NOTICES 6967 • yy_ y YVYa YpY M O. • 6 q0. Y q0 V C Y p O p M V i F C X� i Y �� H• Y O: •Yi , R'. Q 00 Y�reO r. • y�irCCyy G'�. .. � •O• `♦ Go .'. ..e.Y. z°: $ a' g 5 LpY es ..YegY .�� •e ya y u w u ` C •n 6 � y O Y O < Y✓ V C C •,1 O V J g. �KO yyOiy VO • Y Y O OYYF W.'♦i YP Fi Q • v ✓ V 9✓ y V e b w F L•V, pN• V w w O u Y �. C aC_ V ^ u m K MQ O. V> Vr V 0. Y.•n.• O r 'J O � OYi l�f �.Q•M•••1•H •✓ YOUO �y �Vy•pi •. av ?G. C. c 4 ..y PO.V .• Q 1 •' VY Y app _ti9 m Y y� ie rYY'N .. w�^�✓ O h wY u ; O. V V C r M •Yi• P' Y .. V r j Y V ! .. pO A M O ^ ` [.r �Y.I, 9 V O = • 6 't V =' 0pY ii V V UydO aY.J = • h0 V6u 0wY V vo..N.n�..FO N y6j u.. Yf f.�9 gl o y� • � •V•Y O •ai 6Gv i� raua.. C' 1i V..C•Yvv _ 3 �O F Z CyF qp S •VI < Yy ,•• •p• O N99 N C Y r .j m YM OU4 J MO 9�G h W Y Ny N �iOwCO . O U S•Y• y.•i �> KI O MCY eCIMX• VO $Y v0.wuSx F ti S ECy GUV 0. y�y 0.� qq Y . n w w f @0.w iix J .. x .Oi V^ sS !C e Y e i l a _ _ ' Cp O V• .V. � i u CSF 6Y ; O'A O F wl V •Y• CN6 aTVQ y ' • O QON9 y oyV�YK '..' QY •• • VF SFUC .< m:P2 Y Oyi1 •.•O• •M p Y •• V YSV Cu4.O• . Cy yC C Y C Q N Cp • X .. •'• • OY•Y VO�.rpi • - m00. • py VYJ+uVV V Y rV V • C • L✓ n n u •1 c O V •' 'J O.• V6CA N •� 4X 5 M y .• M Yi �w Y�O Vu G • qqP u- p •'• < avMCVw .O pg20K.F yC YY yC 1 p Y q •• p .P . � ' p 2 O a C V O > r '• a C� V U QpeY� V M V O Y - .4i Fr• •: V w .• w ^ C F w� m V O V � a Y C Q •� O V M• �' Y. .Vi .V O_ O •O Y M M ..Ci .ri VFO MU•/p 0001 V- MV YV V ^ OpIjO✓Yx�V- 3 p b Y 6r .. ... G P V V _ V' N •-Ci p � O N tl W i • Y i u 6 •l x Oe Y Q Y Y0 1 pp Q V w M i Y Y 0 p y r P M u E• Y Y L • � V p q Y G . • i t V J w u� sp a i a ...� n u m . i '` � Y•r o w u K ,x � y .Z V.VON Ya>yoyy4 oalvw In, y'q=c`p°a' an w !' C G 9 Z O M u •• a mas „yq �Y d.v Yy - •L Ey [Yi.^ IYu O.a�y ti.ar Fi a I• v Y00 • C Y G.in C r QVUHWA9>Gi4Y y Q O O Y •• Y O �� . •f. • •• W• V x� 6 .••i m.Gi uZ. w .Gi 0 O F ♦' r E lu •OI .4i f u 0 0 E> m V u N v r 0.y O y �« .Oi a •4, •• g 9 V Y G � M Y 0 .C6 V' 6• � 9 0.Y e J� HO Ou>YJV Qjw 61C sV6NYCy Vy .Y.V m>_•N uO6 O Y V . P 0.S 4 d C Y u L o f0. 6 < C y m V ` .O-. Y M C u W Y V u V ✓ 0 _ Y ✓ F • O 9 v C M 6! qC 4 SCU •Ni 2 i •, Y Y Y VY.Oi � � yVGY4U•i4^ m••p V G � V•E.L 4CY j�V0.YY 0. 6 0 M � Y� M 6 v. u n p .G. � '. S 4 ✓� F N •• .>i i' C Y a U• • C O V u y m F• � V V ♦�. 9 V Y •. H 9 9� Y H V 6 .f V A j� OWL � Ves Y V ..• u n N '• N 6 O O 4 fj U Y 0.) V y vV y Y tl 4 m u L S - � - • ` • �; G C N x u C q p p .Ni y Y V a O .. O. Y •u y m O[ ♦ O OF K Yq •V�~.Om SU 6yvA b '� e �0.5oCC4V0.i ._ • rYC�6-VV •��u a .. o IY ' � YO •YG0 � V •y VVY v . Y��NI•NCei gu^ _ .Y• G.iu Tir O Y' • Y ow _0 4 O G ♦' Y M u •� 0 u •V•..• 2QN < S V> O V Y 1' V 1. ' :y x _ VO^OV C�•FQ` Cv w .r. CI G • .• O 4V C u S u .O• V 9 u• n V O .tel y; O.. CV h`y6r Q V `V X 4• > O V m C a« H P •J •.r V • O Q •6y G m C V E Yl S K o ^ 'a •' V r 6 °• •V• X r = N y R 0. C• V tl ` y 0. u _ f eY N i• ! L' w> C V ] �` O v a 4 •• C> 0 6` N• u G 6 O :C Y y ' -._ YVC a„n •CQV O0.HY_ Y ✓ YCL•xiu �.nA �UOp09C ^y•y♦ Y O ' • • - - O -�V qN 9 Y 9 U V .. C M Y + � K O. f 0. � 9 u Y •J O C p • Q O;q•N• p^.. U�V^=•• V ttV <✓M FY• V' Yp q •• q �;OF.•.x.^ `r i OY YO � �•• Y i• ne y�yYe j�� •y NC Y✓ ncO ONpL 6•.•O r x 3 C arm C u Y C y N O a OV Y y Y l H . L C C O H .. . Y._ a e a Y . zg V O O e A0. •�' E9 % u O.♦ 4 y " - Q a p Y f p Y, a V V 0:& Li p✓ Q p: � O g .O . VYL •iqi Ms j r G -, .. 6968 :• ' . NOTICES y Y V Y Y w •O• V ..i r� • M C .V. G ° 9G A •fi : C V 0. �� y Y f La •.Y.%c: :Y��'�.°.ry ✓Y �ro y:. ±ti n<D YV os::o� u:w w r 9 Y^ L% _ �'u Ou• 4Y••u �•• PyG ab Y Pv V9p .. p •• W V Y ; 6 b v Y• V�� 9 Y G L G Y> U Y d Y N; Y Y u V V Y A Y A 'i '• u pY C O X {L O Y O w x � 0'✓ L V Y U x 1J° u O Y Y f J w u°eP_'.•Y`J n0. ` XY Y Y W"G' JFYOSW F•'w PY •I < a y E u ✓ V u n y 4 .r.. O O i a V Y 6 i "°l C C P G Y Y^ O Y S u !O ° Y a I � ✓ (C 4 u E O !C ° O.y F' F ^ V ✓ r A Em = w✓ ey yC Y G V .. jy ACV.+Lu•S k O,. XA0.✓CI'J�YO yYYOJYtl>.Y MIYP O Y u nVJ^V�� uG0 ••YOYyy 9Y Y� M>O M •• 1' NO iY <Cpv Y°Ly G=Or CYQ P<YOi1w _ 9=% M9pL 9y V VO n✓AN C9JI.O. Y�TC JO I.uq uL 0^M•.O�j A`.ngSfC9V iw • •" .. ., W Ox < y Ey0 •..u�� 6Y VOu -EOu w.4i0a �uq ]uM •]N VN�wY • .^ . O �; O G V G 9 v„ 1. O V n Y• � tl a 'J p� x O r V V O P 9 0 9 V r $�> .FL• 9 u g p C V q 6v ^ r W G M w Y u0 €q OI Yu 1°O NO% •+m0 6V4VY•,�M A0�6 •Lv I y V O w• u C Y m •• V ° M Y O u u X .. Y Y X O • Ir O '� 0. T V M O •• ] O N Y r ^ 1 w p Y.: < ^ V O V 4 Y O y M M .•i �! ti } ' M n .Vn ✓ Y y V E G< V CXt .• u E> V M Y y X V v 4] G V JFG r I YI' ujy' C. Yv FO gO°i V'•� I CbP_ E r c.4 ✓"yam •`6 m o•y rve`g '•e°i •`vm ,°e°ria •� oa..•.E o�og. V p '• V ! ry V y x> F u 9 u^ ..° Y]Y.V x q V O� °G9 .p �p >C Y V^°•YY Ypd C�0.v<Y p{M` ] O OOM wC�.� 9M•. 1 W Yy <W •� YV Oy VI✓A� �Yl ywl.°y/••`. N �O V.-.hi^O✓y.Ei�.V.O p�yK•Giy •I f�✓XK . "Y<.wt Y' rx r 9°• n E Y •'«vp .•y mal $_✓ osmr. vY ✓ 4^.. b°a -v- STF ry.036Y yv CM F� • Q 6 u 0 C.- bn� u� 0 4 r F S A yy 55pp O ppy .O Y Y B O G• „ i� V < ¢ C <O •v ]y •v✓.0 ^�uu"•Tr <a Ym_ZwVV 6''vJJU1'% Mv'.D•M C09 ` .. - x OlC ^"•'•u CO V-°•�40=ury q !f �M ]' •.6i° •.•Y..UY • • _ - 1• O . Q4 yhv"✓w qFF m ^YV u�x^IY Y4Y.°•v e.�y wd � - Y f C V 6 u L G V O X O O �° a Y A< V C 4 q P Y^ 4 L 9y •°• % ° V> iy °i • V C y r iL O.ve69ry >•O PO Pwwr yr CQ4O9 Q•T•^t0liv Yp YN.Qi►f• � qCO O v02"�6SJvL0 PW Y'v0 UP °r 6AF V•u• _ Q ^• F Q 9 u 9 Oy 6• u C i _ f s 4 V 4 'J C Y-` O Yf Yn wE✓LOQ.-0.i -• E .2 Is E �6 ^' S ,O. TS V v Sy Y R° • i v V S iA •L ^ ! V 4 qS u 4 wQ Y. X 4�R° .i P• w 6 • °• a I `9 y O M N u � 9 u C 4 � Y ° y M - P •. p✓ O V U .°i C� Vo � .. � � Y ✓�f.✓q 4 Y s k S '3 v V �'L 9 A b W C X u: Y U e M• ��1 •� !,° Y Vyy C lit e> u U .w+ Y p < O F e ✓ .Vi -G _ t p�i_ V' f •yl yYF< •L S y = `•E < ~C E VF4>i ••M • • y Y C O yOL 1'+9t°w.�n s Y P. a p VJY P O• N � y u V 4 r O> W O .pi Y'G-. y'Y Su OY� V M MG eO � YV OY •p0•. bI ✓ S G Q V n^ 4 Y f` f tl .. • Y Y _ 5 .+ u �V• O ✓1 -A F V° Y C ti•-• u M Y O •d Y p [• F: O. S •'. °+ P swu • P ••' 6 O a j� 0 1 G M° PGOi f Q Y w GG C �.V[ V M Y V •- • _ _ FV i O•n YO 6r T0. .: uy.Y. � s°.w °°.". qe ��x••!� � �V � b• ue mq o�wY� � F .G.' Y 4 V S �� .. � O y V• • L N �. O •_ p e M Y K. O y ^ w ~ E• y Q C Y y L y • O V Y aY C° e C O M O 5 U Y 9 p . tlI Y FOA • V u 40. r C .0i Y M Y ! {p•i oyK � Z N6 Y Y 1° � M °4• V .Vi •q .� i / ' ~ y VGaTT p0.6CV G 9f Yu r j JI SO y YCf •• y6w�6Y�Y . f)apyY a"o= a>'s_ x.. x� � P" 70, .°�g = a5 e5 oYo`.�eY ._ ••.. r v C • O 4 V b V 1' a , M O pg O •O hp pC� e P P w Y Y• r Y a C• O - ' e ElSNNO -79- i 1 y ' I ,.•_ . . NOTICES 69G9 • i A �� ••u 9_0. • w N^� q Ga .VO J• •w V o i L S r • B: 2 VV i O• .• O y .Gi w wriCYw>y too .•I> yjNV •• CO -V-• °FYr�ri Gr MJ / 5 •]P'Y O L L •N• n Y 9 •+ O Y O C Y V> N. O ••i aJ O O w w N w 9 N G • V�6646 •• �O♦ ..ei V •.�=•n00� O •• • 1 Y < J O uyu �Nu1 LL Y 3: •� P • YY�s Y a •• O • 8 Y •+ . f C• 9 `r V Cw9 + O V 4 ] • .. � I ' 6'+ ° •NO• Y n Y Y O u u ] Y L•1 4 O •NO. _ C• w f •n • • O h V F G V u Y a✓ y Y Y P• h f O/ Y ^• 4 a C Y w•a h L . L •• O•• 9 C Vy •npf Vr0. OYJ •- . YY,9+✓ • •• C d O O O r^ w y NO C r ° p 4> J r •• W 9 1 j �✓ V OqG WC•• ✓b yN _ O w u u N r°i G G 9 F _OV n V±pYY ,YC. C.G. Ory•Y .yam O •n%v q•••• ✓:ate>C M 10✓ . •u GyV Vu /. ° nuY VF• Y62>N•�w ••°vy a O % a uC,+y %�W V VL yy r u�w 1 � V V VO � y . •' 0. 0 N✓ b E� J u F ••N'J V J: •• h �d - <' ✓ .YGi O S O O 'J O q C •• 0. p •• V 4 G C k •• w Y G _ x m _♦ S C + r: M d V •Y ✓ Y Y• V^ V h u •y a r V Y r j ,•i v O 4 ✓ V j y M•• Y m V y °,NY••O uuUOUVr� WY� YVC>•V.'L4 y > .• 4 y V •w Y 66NY ^ •1 � 8 YO O�. O G • e O )' O 4 n u 4 (O Y L 4 q O V d C u d V p0�••>± < yy Y i V !. ±v • < O V y Y •• U eVp M Y O N •°• N C 6 b q6 V C i Y q N G� u� r 0 •• C• Lis .G. 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Gp��YF�gy qiJ • q>y°no i u n y P � q o aY _ ' IWi. s r r E y ^ C✓ C � pT' y y " ♦ qu n Y y W °i 5 ... - . V y C •Np � N08O a^ei♦•Ou p > �N O % r�NY _Ta <P9y•L•i 6 u yM • L .. . Y p ✓L'^/•.'sa Y u.ai °L j y V^tl Y V V YP u9 O 'sO <E Yr•L. nP Y •�d.•mx 0 Y'L• SOU •u9vVV YCJ LYYOv4•.G+3 y a • O Y _ N f [•f .. _ O Y•. < C O O q V 2s V O U •••i N u g m F 9C +: _ • y J S L o e V.4.z• V J Y O VK. •hr <_✓: n J\ v i 'l• 4 O if _ dV 3Y pCUVFo>nq V h'+ >C OYj V••e pj u9 Nu w��wY •• rY4 F°.0 VOenY>� °SJ 6>Oi .. p VVPCJ:V pv�uJp O>•N,y "a'• 40 Y ;—• - J f• SAO: ,• 1 � . NOTI 6'970 .:. CES Y Y e o .�. r �,•;. w f, .. i • • • C •• q ✓ I' • •f x M Y( ✓ Y i' � G• � Y • M '•� 0. ; �• .Y .w Y ✓r N • a • Of j.„i :o S w (SS .pp 8 w Y - .• . V.••i O.•.OP Yf Z Y ;Y O' i• `�90 A y Y i : >�• 4 A' N 4 W •• N K C n^ ✓ L O + M R Y f_ •• w„i !01 J V qs � •f •O� Y YS. ^O O YOai O Yea EY G.p. C•• yw• w HO® Ovy „`+4 N M � S • LY VNOGFi f..• Oy �•p••� eY..y �a"R !Z O•N 40 3 Yy tiq 0_C.• • w M Jt w^� M• 6 N Y SO a a Y tl O w O Y Y O > O • i n _ A ut •O•f A v M � Y ■O V a y C M qC Y��p C ay>6Qf`N y0 %6 VT >r T� rVR O M i •.Y•: ' Y' CN Cf wO YO `•J �tl YiOA wCOM VY p M w w- , 6 A • � 9 n � �'u if v e O.O. u T� ^� n F 4 L p i V• C f. YV O V Y •9i > O C' y ," � " w ¢ i s >• O J a A w r Y p er. FOgY •:.~ia f• 4 i0 y� C 0 9'' 1µ'C M O��AYo O V iu u y0 YY"• :v a• �r •l Y_ {S. • m F VO OO OOf On YC ••O Nf R YO„ r 0049 ♦ w> � � V •.• � � • s I n A .• • � M 8yp � K M • 'R CO ryadY VO OOUY•V^ •• Y CafT 99 � pv L \ „'V A O Y O 9 M M w C .>i O N O V M^ K\ r y Y OUR Z u .O• ,y G •O• M. . C ' " v G O« p ^ O r Y • •• i C 9 "" m p V O O •>.• N U Y c0 O C O M T T r Y O a C\ V •Oi Y r O O O • C O G' •G pY mV nm .OiOr q .Oi L MYr>^ pA L MG • � YV A _ _ � \ P .. o p pfi.. a] 0 ... u .> . V $ e y ems• > O ptl • ^ .• U� AYY�iO .-I .OU• <00 Sub .i. O .MSL p•Oi M• f SP i � ►� ♦.�. O r YO O Y R r�iOY n� M M• � i • aSL� y0 ~L YY GO „ Y NO � LCy p_p7VCi0 p� p• '�T••i• ; �YL p p�f SO 6Y p p. C pp pt • _ !•.• O M •+ a M F v O zO C O O O 6 r a O a O w O O C O O r P CC tO UPf Oft•v Uri. V ww � Vff U U> Pr u• VM VY• � M Nv � - m � ` qN np _ _ Q V V _ •O • r M V y `C • .•r YQ. p •.``.� ^09 Y V Y }1 V� COye 'Y b u 3 F CO 5 C M w pUY V O C. Y• V M O Y Y� b „ i f U M O +f •nM•�>J O C Y•w. YCr N � � • V F O . SS L � F .Yi O C Y O S h Y O A� _ Z - _ ✓ �uSYOY YOY�Y �S - v� UN > i A .. M e 0. .. V S Y Y r f My • r • • - O V V• O O 9 y V �� M+Muw i• OOR ~ ` A A' Yy i C f •L � V Z O Y• �• ._ < N VMCO R •� M u ✓iOYV^• nS CUJ •, .G a �., • N CC SC«ye. 0 "N S � 34 O�.Oi •y'JyY •6 Ff\�•> ' w' _" W yq 'eJ 6L f > > <y 8 N• S V iJ4y0� O O -O p•I OY „;CC Ym. >•Y yCy O� O _N _ • vvv«<•1.1.1 Oy „„ wF tl m/•Xm V"' '•O NcarOOy Y'pYAJY >r J'3 O Cw nOvffe CI C V••',]N rf O.V O.V YC.. '� C P O O y O C �O( S V 4 N F •• C • Y q q .J B .9 �. Y s• 0 u C i < U4 O _^ vC 4� M L 4 • M• p_ - Y'. Y U�wYOW.a O.• v w 0001 �O YiB Y�.M >,O �••OM - �WYJ Y M Y 0 O n• Q .• •• •Jj • w F O)• V S w(EOiy Y w 8 U� M _ ' ' O 0.I •F, M P v~ V. j O i Y U e i( O q� f= Y O G N _ O• .. - .. n• Y N L uV �P `n r •J Oc f�VOiL •M.yYm F ••.^ m i• O Q J p - i 0 O F r 6p C,p N Y V Y , • • i•O'In0 <O • i Op 04 P r • • •. p 'P✓ �OSp y� = V M •• O f f f M E i , O O � :> O i b, Y '• � V" C W L F .Gi � p „O C O IY M 6 -^ Y u m Y� V 9 � • n w.0 - i •Oi N i w�• a F2= ,nap Y1�0 C•�i• •• O Uii 00]e� pA pci T Lp.0 pY i.CY •f••Jpe CYMf� n Vvi. 6••r On Oi >L J pi S "JffJJ ` .' •' _ u u`vE SPo a �•N>p VdYq� . ' . NOTICES • 6971 i t 0 9 g p i N •• v. i , S tlI a eM O 0 M � v �. A � O • � ' g o p � Q / PP Yw9 '. YO •••Oj• tl O „ Oyu•. O N V N S w w >• 9 T K � • Q. y� � tl EQ 9 ORAAT>.A w Y .. 1..• 9 � e O � a V _ _ z G ..r u p•, T ••t J N Y ? �• yy tl C C C C F C .\ ip .y• Qw9 \ • ' 5' 45' MY O :Yy ; 9 9 9 Yr F4F YO0n9• >000 OY � -8 — � rpi V•��i�i J. - y V C 6rOCV u 4 Y Y O Y p qG Yywww•.Gi w.Gi � a Y O tl 0 0. tl � O � •ii � a V - O Y C O C• . i ... .O 5 [. /1 N ..c� ,y.w.rq N 4O N ,Q, F• N • O- - a w w' , %6• % P % Y w99ML�� a9i� Q K - O 'NiOry , pOTr FW=. - 'M Vy by yu = QYj Y V AAAAAA •9aw••iNPOfVNn•O.• V wM A•+I9Y w Na Y w y �, SV w Y yV'j - Y� Y y C e Y Y T j N •' 10 �i J G Q o. Vi FV w�CUY N iG Fc '1- F Ma00000050 - •• 2. Y t0• N ^ C w O bY.wy O -• a a r "'y '^O •O r• AO_ lV O SV w w Yw.y 6; Pwy, „O,<OUGItlO.p �L Q iO y7 ]^y -JSP > O.• 6 O. 6:• •ytl tl Yp e X p• Q_ t L— N � •vt:c � Y tl O tl O O••rOiti�tirpi � Q _ . � O V V V O tl Y Y•i• Y •tli e� VYUUV M '. � w ' Otl V V V p \jUV V V , 82 I # 0 1976 ELEVATED WATER STORAGE TANK PROJECT CITY OF MERIDIAN, ADA COUNTY, IDAHO Section 4 OWNERS SUPPLEMENTAL GENERAL CONDITIONS The following items are in addition to the General Conditions and the EDA Supplemental General Conditions stated herein, and other requirements that are pertinent to the work. 4.01 DEFINITIONS Whenever used in the Owners Supplemental General Conditions or in the other Contract Documents, the following terms shall have the meanings indicated which shall. be applicable to both the singular and plural thereof. a. "Agreement": The written agreement between the Owner and the Contractor covering the work to be performed, including the Contractor's Bid and the Bonds. b. "Bid": The offer or proposal of the Bidder submitted on the prescribed form setting forth the prices for the work to be performed. C. "Bidder": Any person, firm or corporation submitting a Bid for the work. d. "Bonds": Performance and Payment Bonds and other instruments of security furnished by the Contractor and his Surety in accordance with the Contract Documents. e. "Change Order": A written order to the Contractor signed by the Owner authorizing an addition, deletion, or revision in the work, or an adjustment in the contract price or the contract time issued after execution of the Agreement. f. "Contract Price": The total moneys payable to the Contractor under the Contract Documents. g. "Modifications": Any written amendment of any of the Contract Docu- ments (including change orders) duly executed and delivered after execution of the Agreement. h. "Project": The entire construction to be performed as provided in the Contract Documents. i. "Project Representative": The authorized representative of the Engineer who is assigned to the Project or any parts thereof. J. "Shop Drawings": All drawings, diagrams, illustrations, brochures, schedules, and other data which illustrates the equipment, materials and work to be furnished by the Contractor. -83- 0 0 4.02 DESCRIPTION AND SCOPE OF WORK The work contemplated under these Contract Documents comprises the con- struction of the 1976 Elevated Water Storage Tank Project for the City of Meridian, Idaho, as described in the Advertisement for Bids and as shown on the plans and specified in these Contract Documents. The Plans show the approximate location and other details of the work to be completed. It is the intent of these Specifications that the Contractor will furnish all necessary labor, materials, equipment, and other pertinent items and perform all operations required for the work, as specified. The general features of the work to be performed are listed in the Proposal - Schedule of Items and Prices. 4.03 AWARD, EXECUTION OF DOCUMENTS, DELIVERY OF BONDS The award of the Contract, if it is awarded, will be to the lowest re- sponsible Bidder or Bidders whose qualifications indicate the award will be in the best interest of the Owner and whose Proposal or Proposals comply with all the prescribed requirements. No awards will be made until the Owner has concluded such investigations as he deems necessary to establish the responsi- bility, qualifications, and financial ability of the Bidders to do the work in accordance with the Contract Documents to the satisfaction of the Owner within the time prescribed. The Owner reserves the right to reject the Bid of any Bidder who does not pass such investigation to the Owner's satisfaction. If the Contract is awarded, the Owner will give the successful Bidder or Bidders written notice of award within thirty (30) days after the opening of Bids. At least six (6) counterparts of the Agreement and such other Contract Documents as practicable will be signed by the Owner and the Contractor. The Engineer will identify those portions of the Contract Documents not so signed and such identification will be binding on all parties. The Owner, the Con- tractor, the Engineer and EDA will each receive executed counterparts of the Contract Documents. Simultaneously with the execution of the Contract Documents, the Con- tractor will deliver the Owner the required Bonds. Failure of the successful Bidder to execute the Contract Documents and deliver the required Bonds within ten (10) days of the notification of the award shall be just cause for the Owner to annul the award and declare the Bid and any guarantee thereof forfeited. 4.04 PRECONSTRUCTION CONFERENCE Before starting the work, a conference will be held to review scheduling of the work to establish procedures for handling shop drawings and other submissions and for processing applications for payment, and to establish a working under- standing between the parties as to the project. Present at the conference will be the Engineer, the Project Representative, the Contractor, and his Superinten- dent, representatives of the Owner, and the funding Agencies. ' -84- 4.05 CORRELATION, INTERPRETATION, AND INTENT OF CONTRACT DOCUMENTS It is the intent of the Specifications and Drawings to describe a completed project to be performed under the Agreement. The Contract Documents comprise the entire Agreement between the Owner and the Contractor. They may only be altered by a modification or as provided in the General Conditions of the Contract. ' The Contract Documents are complementary; what is called for by one is as binding as if called for by all. If the Contractor finds a conflict, error, or discrepancy in the contract documents, he will call it to the Engineer's atten- tion in writing before proceeding with the work affected thereby. In resolving such conflicts, errors and discrepancies, the Contract Documents shall be given precedence in the following order: Agreement, Specifications, Drawings. Within the Specifications the order of precedence shall be as follows: EDA Supplemental General Conditions, Owners Supplemental General Conditions, Information for Bidders, General Conditions, Technical Specifications. Figure dimensions on drawings shall govern over scale dimensions and de- tailed drawings shall govern over general drawings. Any work that may reason- ably be inferred from the Specifications or Drawings as being required to pro- duce the intended result shall be supplied whether or not it is specifically called for. Work, materials, or equipment described in words which so applied have a well-known technical or trade meaning shall be deemed to refer to such recognized standards. The Contractor assumes full responsiblity for having ' familiarized himself with the nature and extent of the Contract Documents, work, locality, and local conditions that may in any manner affect the work to be done. 4.06 PROGRESS SCHEDULE Prior to signing the Contract, the Contractor shall submit on a form ac- ceptable to the Owner and Engineer, a proposed Progress Schedule for this Project. The proposed Progress Schedule will be in a form suitable for plotting the pro- gress of the work and will require the Contractor to show the proposed starting and completion dates of the various items of work listed thereon. The Engineer reserves the right to reject any progress schedule that does ' not meet his approval and request new submittals until a progress schedule is submitted that meets the Engineer's approval. 4.07 TIME FOR COMPLETION OF CONTRACT ' Time for completion of this Contract shall begin on or before the date as specified in a written "Notice to Proceed" of the Owner and shall be completed ' no later than two hundred twenty-five (225) consecutive calendar days there- after except for allowable time extensions. 4.08 LIQUIDATED DAMAGES It is hereby understood and mutually agreed by and between the Contractor and the Owner that the date of beginning and time for completion, as specified ' in the contract of the work to be done hereunder, are essential conditions of -85- this Contract and it is further mutually understood and agreed that the work embraced in this Contract shall be commenced on a date to be specified in the ' Notice to Proceed. The Contractor agrees that said work shall be prosecuted regularly, dili- gently and uninterruptedly at such rate of progress as will insure completion thereof within the specified time. It is expressly understood and agreed by and between the Contractor and the Owner that the time for completion of the work described herein is a reasonable time for the completion of the same, taking ' into consideration the average climatic range and usual industrial conditions prevailing in this locality. If the said Contractor shall neglect, fail, or refuse to complete the work within the time herein specified or any proper extension thereof, granted by the Owner, then the Contractor does hereby agree, as a part consideration for the awarding of this Contract, to pay to the Owner the amount specified in this Contract, not as a penalty, but as liquidated ' damages for such breach of contract as hereinafter set forth for each and every calendar day that the Contractor shall be in default after the number of days stipulated in this Contract for completing the work. ' The said amount is fixed and agreed upon by and between the Contractor and the Owner because of the impracticability and difficulty of fixing and ascer- taining the actual damages that the Owner would sustain in such an event and said amount shall be retained from time to time by the Owner from periodical estimates as a part of retainage to insure proper completion of this Project. ' It is further agreed that time is of the essence of each and every portion of this Contract and of the Specifications wherein a definite and certain length of time is fixed for the performance of any act whatsoever, and where under this Contract, additional time is allowed for the completion of the work, a new time ' limit fixed by such extension shall be of the essence in this contract. The Owner is authorized to use such liquidated damages to pay additional ' costs for Resident Engineering and/or Inspection and such other costs as are in- curred as a result of the delay in completion of this Project within the specified time limit. ' Failure to complete the work within the time stipulated in the Agreement, including extensions granted thereto, shall entitle the Owner to deduct from the moneys due the Contractor as "Liquidated Damages" an amount equal to three hun- dred dollars ($300.00) for each calendar day of delay in the completion of the work. ' 4.09 COPIES OF DOCUMENTS The Owner will furnish to the Contractor up to six (6) copies of the Specifi- cations and Drawings as are reasonably necessary for the execution of the work. Additional copies will be furnished, upon request, at the cost of reproduction. 4.10 SUBCONTRACTS Prior to the award of this Contract, the successful Bidder will submit to the Owner and the Engineer a list of the names of the Subcontractors proposed for those portions of the work as to which the identity of the Subcontractors must be submitted as specified in these Contract documents. The Contractor will not employ any Subcontractor (whether initially or as a substitute) against whom ' -86- '.`�arC7s - - -- 1 i • ' the Owner or the Engineer may have reasonable objection, nor will the Contractor be required to employ any Subcontractor against whom he has reasonable objection. ' The Contractor will not make any substitution for any Subcontractor who has been accepted by the Owner and the Engineer, unless the Engineer determines that there is good cause for doing so. 4.11 MANUFACTURER'S RECOMMENDATIONS ' Manufacturer's specifications, recommendations or instructions for instal- ling materials, furnished as a part of this Contract, shall govern the installa- tion unless in conflict with the Specifications for this Project or unless local ' conditions prevent installation in the prescribed manner in which case the ap- proval of the Owner shall be obtained before proceeding with this part of the work. 4.12 TESTING OF MATERIALS Testing of the required samples and materials shall be arranged and paid for by the Contractor. This section supersedes Section 2.7 of the General Conditions. 4.13 SOURCE AND COST OF MATERIALS All materials furnished or incorporated in this Project shall conform to the requirements of these Specifications hereof a part. 4.14 SCHEDULE OF OCCUPATIONAL CLASSIFICATIONS AND MINIMUM HOURLY WAGE RATES In accordance with Section 44-1006, Idaho Code (Supplement) as enacted by the Legislature of the State of Idaho, February 19, 1955, the current minimum wage rates are to be paid various classes of laborers and mechanics in the per- formance of this contract as listed by the Department of Labor, and Industrial Services, State of Idaho, which are hereinafter included and incorporated as a part of these Specifications, including any revisions made prior to bid opening date. The minimum wages to be paid laborers and mechanics on this project, as determined by the U. S. Secretary of Labor to be prevailing for the corresponding classes of laborers and mechanics employed on projects of a character similar to the contract work in the pertinent locality, are designated as the Wage Determi- nation, and it is appended hereto. -87- The Contractor shall furnish the Engineer, upon his request,samples of ma- ' terials used or to be used in the work. Such samples shall be made available so that proper tests can be made and the quality of the material determined without ' delaying the construction. Testing of the materials testing laboratory in the State, and materials which shall be done by a recognized fail to meet the requirements of the specifications therefore will be rejected. Testing of the required samples and materials shall be arranged and paid for by the Contractor. This section supersedes Section 2.7 of the General Conditions. 4.13 SOURCE AND COST OF MATERIALS All materials furnished or incorporated in this Project shall conform to the requirements of these Specifications hereof a part. 4.14 SCHEDULE OF OCCUPATIONAL CLASSIFICATIONS AND MINIMUM HOURLY WAGE RATES In accordance with Section 44-1006, Idaho Code (Supplement) as enacted by the Legislature of the State of Idaho, February 19, 1955, the current minimum wage rates are to be paid various classes of laborers and mechanics in the per- formance of this contract as listed by the Department of Labor, and Industrial Services, State of Idaho, which are hereinafter included and incorporated as a part of these Specifications, including any revisions made prior to bid opening date. The minimum wages to be paid laborers and mechanics on this project, as determined by the U. S. Secretary of Labor to be prevailing for the corresponding classes of laborers and mechanics employed on projects of a character similar to the contract work in the pertinent locality, are designated as the Wage Determi- nation, and it is appended hereto. -87- ' In case of any differences between the prevailing wage rates as determined by the U. S. Secretary of Labor and the Idaho Department of Labor and Industrial Services the higher rate shall be the applicable minimum for such trade or occu- pation. The Owner does not guarantee that labor can be procured for the minimum wages set forth in the schedules mentioned above. The rates of wages listed are minimum only, below which the Contractor cannot pay and they do not constitute a representation that labor can be procured for the minimum listed. It will be the responsibility of the Contractor to ascertain for himself the wages above the minimum set forth that he may have to pay. 4.15 SAFETY AND HEALTH PROTECTION The Contractor shall comply with the safety and health requirements of the Williams -Steiger Occupational Safety and Health Act of 1970. .The Contractor shall further provide proper facilities for and access to all work under this Contract wherever it is in preparation or progress to representatives of the U. S. Department of Labor. 4.16 WATER AND POWER Water will be made available from the Owner's Municipal Water System for use in the construction of this Project. However, the Contractor must arrange with the Water Superintendent before using any water from the Municipal Water System and the Contractor shall take water only at the times specified by the Water Superintendent. No charge will be made to the Contractor by the Owner for water used in connection with the construction of this Project. Any wages or expenses of the Owner's personnel involved in delivering the said water to the Contractor will be paid by the Owner. The Contractor shall be responsible for furnishing all other required util- ities for construction purposes, including but not limited to electrical power, gas, telephone, and sanitary facilities. The Contractor shall pay all costs in- volved in securing and using such utilities. 4.17 RIGHTS -OF -WAYS The improvements as designated on the Plans are to be constructed on land belonging to the Owner. The Contractor shall confine his operations to the limits of the Owner's property as designated on the Plans, unless the Contractor, at his own expense, obtains the right to use adjacent property, in which case the Contractor shall pay all costs involved in acquiring such rights, and all clean up shall be made as required by these Specifications. 4.18 UNFORESEEN DIFFICULTIES The Contractor -shall protect his work and materials from damage due to the nature of the work, the elements, carelessness of other Contractors, or from any cause whatever until the completion and acceptance of the work. All loss or damages arising out of the nature of the work to be done under these contract do- cuments, or from any unseen obstruction or defects, which may be encountered in the prosecution of the work or from the action of the elements shall be sustained by the Contractor. 4.19 PERFORMANCE AND PAYMENT BONDS Simultaneously with the execution of the Contract Documents, the Contractor shall furnish the Owner with a Performance Bond and a Payment Bond in a penal sum equal to the amount of the contract price, conditioned upon the performance by the Contractor of all undertakings, covenants, terms, conditions and agreements of this contract, and upon the prompt payment by the Contractor to all persons supplying labor and materials in the prosecution of the work provided by their contract. Such bonds shall be executed by the Contractor and a corporate bonding company licensed to transact such business in the State of Idaho and acceptable to the Owner. The expense of this bond shall be borne by the Contractor. If at any time a surety on such bonds becomes irresponsible or loses its right to do business in the State of Idaho, the Owner may require another surety which the Contractor shall furnish within ten (10) calendar days after receipt of written notice to do so. Evidence of authority of an attorney-in-fact acting for the corporate surety must be provided in the form of a certificate as to his power of attorney and to the effect that it is not terminated and remains in full force and affect on the date of the bond. The form of the bond shall be subject to the approval by the Owner. 4.20 INSPECTION The Engineer will observe the work to the extent necessary, in the Engi- neer's judgement, to determine that the provisions of the Contract Documents are being properly fulfilled. The Engineer's inspection of.the work done shall not relieve the Contractor of his obligation to furnish materials and perform acceptable work in conformance with these Contract Documents. The Engineer and representative of the City of Meridian Department of Public Works and State Agencies shall at all times have access to work wherever it is in pre- paration or progress, and the Contractor shall provide facilities for such access and for inspection. 4.21 INSURANCE The Contractor shall not commence work under this Contract until he has furnished the Owner with satisfactory proof of the carriage of insurance as specified herein: a. Compensation Insurance. The Contractor shall maintain, during the life of this Contract, Workmen's Compensation Insurance, or equivalent, for all ' his employees employed on this work, and he shall require any Subcontractors to provide similar insurance for all said Subcontractor's employees unless said Subcontractor's employees are covered by the insurance maintained by the Con- tractor. -89- 1 b. Public Liability and Property Damage Insurance. The Contractor shall maintain Public Liability Insurance against death or injury to persons or damage to property, during the life of this Contract, said insurance in such form as it will protect the Contractor and Owner from all as above provided, in the follow- ing amounts: As specified in Section 3.03 of the EDA Supplemental General Conditions. The Contractor's Public Liability and Property Damage Insurance shall pro- vide the primary coverage on all claims arising out of the performance of this Contract. 4.22 PUBLIC WORKS CONTRACTORS LICENSE This Public Works Project is financed in part by Federal aid funds. No Contractor, Subcontractor or Specialty Contractor shall be required to have a current license as a public works contractor in the State of Idaho in order to submit a Bid or Proposal on this Project; at or prior to the award of this ' Contract the successful Bidder shall secure a public works contractors license. 4.23 MEASUREMENT AND PAYMENT All work acceptably completed under this Contract shall be lump sum. The Contractor shall accept the compensation as herein provided, in full payment for furnishing all materials, labor, tools and equipment and for performing all work under the contract; also for all loss or damage arising from the nature of the work, or from the action of the elements, or from any unforeseen difficulties which may be encountered during the prosecution of the work, until its final acceptance by the Owner. II ' =90- I' tank is beim 1=411o,4,.a to pass thes��gsy,a per "minute", oil dangerous also be coli regyired, :lob` vas properly leas ta. animals., !"th�ass .;�.4�sppir�►xa+cl re :also. mm t, to v"14Isre, in. the (3) Elevated Tanks, Staudpip .1 of the plates need not be'its to t3�e,a 2. A"esaorr Tt"pt.:' ' tank accessories shall cou Ali ladrdet*h of the latest revis & 41 safety clic$ d4 to be lurw*eYted a. Base. Thesbla d. Manholes. 3V,x 80" 'fl* (1) ;Prov."s a 24"'x 24" mbt ' pairs of hingg b. Drywell. Froii drywell log4u Provide'a 24 `ic)►' c. Ladders. '(1) for access to tha Provide the upper; ' (2) Provide a li�►m►", around't, Inside =of I' tank is beim 1=411o,4,.a to pass thes��gsy,a per "minute", oil dangerous also be coli regyired, :lob` vas properly leas ta. animals., !"th�ass .;�.4�sppir�►xa+cl re :also. mm t, to v"14Isre, in. the (3) Provide ar` to t3�e,a ' (4) Ali ladrdet*h safety clic$ d4 to be lurw*eYted d. Manholes. (1) ;Prov."s a of the (2) Provide'a 24 `ic)►' for access to tha the dry mll and `#6 (3).Provide`it li�►m►", roof, adet ,tom with suitBsrg hatcho , e the covar SQ2C.14 e. Vent. Provide' A is atim roof adjetegt to the d I' tank is beim 1=411o,4,.a to pass thes��gsy,a per "minute", oil dangerous also be coli regyired, :lob` vas properly leas ta. animals., !"th�ass .;�.4�sppir�►xa+cl re :also. mm t, to v"14Isre, in. the �1f. ! rings at t Safety Enc a. General. ;•�y complete ' with the r 1 g. Painters 8 ! base elbow finished g banding gf ! rings at t 1 a. General. ;•�y manhole in _ access the 1 h. Inlet Risks inlet rise bracing an ! base elbow finished g banding gf with an-:ag be sized V Per minute pedestal t+ through the valve abav !3. Testing. Test with Se ' ction 12.1 of AWA ! shall A 0 a. General. ;•�y Provide.a mance with and shall i with valy* ! connection i. Overftow F with an-:ag be sized V Per minute pedestal t+ through the valve abav !3. Testing. Test with Se ' ction 12.1 of AWA ! surfaces al "Outside'P. the pedestal dC tiffs- t►" ' rings for " set-0� C Y { the Primer ai ba �tza� hill not be, needed oW�alane eltsongh: the then Pane cern and nap s`� a fied. ak19d- ! 4. Cleanw and -P; a. General. ;•�y ! mance with and shall i b. Exterior ! surfaces al "Outside'P. the pedestal dC tiffs- t►" ' rings for " set-0� C Y { the Primer ai ba �tza� hill not be, needed oW�alane eltsongh: the then Pane cern and nap s`� a fied. ak19d- :Shop Peoint°i x= (3) Sect$-1'#.- "p A -Specified. Y (5) Station; Ctstaat with the .' 1� �afiswar-�aiig2l...�:rnav�n itta--»Adair be applied to-ali+ at a;rate4f, l.5 it finish coat shorn second 11R4dh coat manufaatWtep and tj color rdi�YB Mime high let�� asf side).,txef ' prior to paihtYng, (6) Seatioa.;l.Za ' ,The Wnum" a. interior approved Uy the painted 3n act No. 4^ bot:,1 he;fi (i) Section- 5 x: ' coat sitglos, Qolut total system:a3 of 6 tails. ' satiaf040tY (2) Sectiow.a.'t ry, be inoisf (near Whit4 (pieklig)., ' (3) Section X3,5.4 =," (4) Section (gear ite,sjr) specified, j(5) :Seatioa' 5.6.-"a'�p be paiatad,vivh, colors to bw 14804 ' (1.5 mils $y-; coats av* * Sig ' files tbit6�-r`i steal lis whit, "*,-rew f :Shop Peoint°i x= n 4i f Y ��ad'�#ar d1J �aur`face-s A Ctstaat with the .' 1� �afiswar-�aiig2l...�:rnav�n itta--»Adair �zcept' fel The 1 'fzsr- n I it 11 1 s 9 1 1 SECTION 5.04 NORTHERN TESTING LABORATORIES REPORT OF FOUNDATION INVESTIGATION -97- Geotechnical Engineering Is Field and Laboratory Investigations Engineering Analysis and Recommendations Consultation Great Falls Billings Montana — Boise Idaho — Gillette Wyoming P.O. Box 2667 December 30, 1975 3100 Pleasanton Avenue Boise, Idaho 89701 (208) 949.9629 J -U -B Engineers, Inc. 5903 Franklin Road Boise, Idaho 83705 ATTENTION: Gary Smith, P. E. Subject: Foundation Investigation Meridian Water Tank Gentlemen: In accordance with your request and our agreement dated November 26, 1975, we have made an investigation of subsurface foundation soil conditions at the site of a proposed water tank, south of Meridian, Idaho. We have discussed our foundation recommendations with you as the work progressed, and the report which follows describes our investigations, summarizes our findings, and presents our recommendations. The subsoils consist of alluvial sand and gravel deposits, overlying heavily over -consolidated sand, silt, and clay sediments of the Payette Formation. We recommend that a concrete pad, placed at least five feet below the natural ground surface, be used to support the water tank. If you have any questions regarding this report, or if we can be of further service, please let us know. LJW/RTK/mb Enclosure In quadruplicate Respectfully submitted, Leland J. Walker P. E. Rl+phard T. Kanemasu, P. E. ;`'L T 1 s • 1 1 REPORT OF FOUNDATION INVESTIGATION 1 1 MERIDIAN WATER TANK ' MERIDIAN, IDAHO 1 1 TO J-U-B ENGINEERS, INC. 1 CONSULTING ENGINEERS BOISE, IDAHO 1 PREPARED 1 BY NORTHERN TESTING LABORATORIES, INC. CONSULTING GEOTECHNICAL ENGINEERS 1 BOISE, IDAHO 1 1 DECEMBER 1975 1 1 0 Northern Truing Labtuatorirr, Inc. • INTRODUCTION The object of this investigation was to obtain information concerning the subsurface conditions and engineering properties of the subsoil, on which to base recommendations for design and construction of foundations for a 500,000 gallon water tank, south of Meridian, Idaho. Preliminary design details provided by the Chicago Bridge and Iron Company indicate that the proposed structure will be a spheroid supported on a conical pedestal with a bottom diameter of approximately 40 feet, and with a total height of approximately150 feet. The pedestal will be supported on a ring wall which rests on a 60 -foot -diameter concrete foundation pad. Foundation pressures are estimated to be approximately 4000 pounds per square foot. SITE INVESTIGATION Three test borings were drilled to depths varying from 28.0 to 60.5 feet, at locations as shown on the enclosed Drawing No. 75-400-1. Continuous logs of the soil conditions were recorded, standard penetration resistance tests made, disturbed and undisturbed samples obtained, and groundwater levels recorded, during the field drilling program. LABORATORY INVESTIGATIONS Samples obtained during the field exploration were taken to the ' laboratory where they were carefully inspected and visually classified in accordance with the Unified Soils Classification System. Representative samples were selected for testing to determine the engineering and physical properties of the soils. These included: Particle size distribution, Atterberg limits, natural moisture and density, and consolidation tests. The consolidation test was made to determine the load -settlement characteristics of the bedrock material. The results of the field and laboratory tests are summarized on the enclosed Table and Plate. This information, along with the field observations, was used to prepare the final test boring logs shown on the Drawing. Sampling and testing procedures are further described in the Appendix. 0 Nortlxm Testing Labmatmies, Inc. • SITE AND SUBSOIL CONDITIONS The site is a flat, open field, bordered by an irrigation canal on the north and east sides. The subsoils consist of layers of sand, silt, clay, and gravel, which were the result of two different geological depositional processes. The upper 25 feet of soil, which tends to be more coarse-grained, was deposited alluvially, while below 25 feet, the deposits are finer -grained lake sediments of the Payette Formation. More specifically, the upper soils range from clayey silts, to about 3 feet in depth, overlying silty or gravelly sands to approximately 10 feet. Below 10 feet, there are sandy gravels or gravelly sands, to depths of at least 24 feet. Throughout these upper soils, the standard penetration resistance (N) values were greater than 67 blows per foot, indicative of high strength and low compressibility. Below 25 feet, the alternating clay, silt, and sand layers of ' the Payette Formation also have high N values ranging from 35 to more than 100. The lower N values, which were foundin.the silt or clay layers, and the substantiating consolidation test results, indicate that these ' layers are moderately compressible. The coarse-grained layers have greater N values and should have higher strength and lower compressibility. The water table was found at a depth of approximately 14 feet, which should be near its lowest level for the year. During the irrigation season, the water will probably rise several feet, possibly to within 4 to 5 feet of the ground surface. ENGINEERING ANALYSIS The subsoils should perform satisfactorily, even when subjected to the large foundation loads imposed by the water tank. However, since the circular footing may be as large as 60 feet in diameter, it will stress the subsoil to a considerable depth. The gravel soils within the top 25 feet of soil are essentially incompressible, but the clay and silt layers of the Payette Formation below are moderately compressible, and will consolidate slightly under load. Settlement estimates were made utilizing elastic theory for the upper granular soils, and the data from the consolidation test performed on a sample of the clay layer. Assuming a 60 -foot -wide footing, loaded to 4000 pounds per square foot, and with the water table near the ground surface, total elastic and consolidation settlement should be about one inch. Approximately 1/4 inch of the total settlement will be elastic compression, which will occur during construction and first filling of the tank. The remaining 3/4 inch will be the result of consolidation of clay or silt layers In the Payette Formation, and may take a year or more to completely develop. -2- • Northern Testing Laboratories, Inc. • Settlement monitoring installed in the periphery of the ring wall, and monitored during the construction phase, and for the first year, would provide valuable information for future installations. RECOMMENDATIONS Sod and topsoil should be removed from the foundation area. 2. Trenches for water lines beneath the foundation slab should be backfilled with a clean granular material, compacted to at least 98 percent of maximum density as determined by ASTM D698. d. The footing slab should be placed at least 5 feet below the natural ground surface and in the silty or gravelly sand. 4. The footing slab may be designed using an allowable bearing capacity of 4000 pounds per square foot. 5. Provision should be made to monitor settlement during construction, and for a period of one year, after completion of the structure. 6. Cutslopes should be no steeper than shown below, or be shored: Depth of Cut, Feet Slope 0 - 5 Vertical 5 - 8 1/2:1 More than 8 1:1 7. backfill beneath the foundation system should be continuously inspected and tested to ensure compliance with the recommenda- tions above. 8. A qualified soils engineer should inspect the footing excavation to ensure that field conditions are compatible with design assumptions. The recommendations given in this report are based on the results of the field and laboratory investigations, combined with interpolation of the subsurface conditions between boring locations. If major changes occur ' In the design concept, or if conditions are encountered during construction that appear to be different from those represented, we would appreciate the opportunity to review our recommendations. 1 0 Northern Teeing Laboratories, Inc. 0 APPENDIX EXPLORATION AND LABORATORY TESTING Exploration Field exploration is performed using truck or skid mounted ro- tary drilling machine equipped with either augers, tricone rock bits, or coring apparatus. Standard penetration testing and undisturbed sampling can be performed through our hollow stem auger which serves as casing. When drilling in large, dense gravel, rock fragments or bedrock, special casing is usually required to maintain an open hole. The soils are con- tinuously logged by our field personnel and classified by visual examin- ation in accordance with the Unified Soils Classification System. Samples of soils are taken at frequent intervals in the boring excavation. Disturbed samples are normally taken by the standard pene- tration test. This test is made by driving a 2 -inch O.D. split spoon sampler 18 inches into the soil by striking it with a 140 pound hammer dropping 30 inches. The total number of blows required to advance the sampler the second and third six inch increments is the standard pene- tration resistance. Occasionally, a cone penetrometer will be driven continuously from the ground surface to locate soft zones or to simu- late the driving of piling into subsurface soils. The cone is 1-13/16 inches in diameter and is driven with the same hammer and dropping dis- tance as the standard penetrometer. Undisturbed samples are obtained from layers of soil that are critical to the analysis. Samples of rep- resentative soils are obtained by pushing, or possibly driving, a thin- walled steel sampler into the soil layer. The soil is retained in brass rings of 2.00 and 2.50 inches in diameter, and 1.00 inches in height. Normally, the central six inch portion of the sample is retained in close -fitting, plastic, waterproof containers which are in turn placed In cushioned boxes for shipment to the laboratory. Occasionally, thin- walled sheiby tubes are used to sample sensitive soils that are easily disturbed. H Under certain conditions and with certain project requirements, ' In-place vane shear, percolation, resistivity and/or California bearing ratio tests may be performed in accordance with standard procedures. ' Laboratory Classification and Testing The field classification is verified in the laboratory, where ' all of the samples are classified by someone other than the person who made the field classification. The classification process in the lab- oratory normally includes estimation of the percents of gravel or rock fragments, sand, silt, and clay fractions, and the liquid and plastic ' limits. The natural moisture content of all of the fine-grained soil and bedrock samples is determined. ' Based on the classification tests, one or more of each repre- Sentative type of soil encountered is selected for more detailed anal- ysis. The data from the field and the laboratory investigations is used to prepare the final test boring logs (shown on the Drawing). H Northern Testing Laboratories, Inc. • Moisture - Natural Density Moisture content and in-place density tests are utilized to determine local variations in soil consistency. This information can also provide a correlation between soils found at this site and other sites in the general area. The dry unit weight and moisture content of selected undisturbed samples, or of in-place soil layers, and the moisture content of all cohesive or fine-grained samples, are deter- mined. Consolidation The apparatus used for the consolidation tests is designed to receive one of the one -inch high rings of soil as it comes from the field. Loads are applied to the test specimen in several increments, and the resulting deformations are recorded at selected time intervals. Porous stones are placed in contact with the top and bottom of the specimen to permit the ready addition or release of water. Samples are tested at their field moisture content and at increased moisture content where the soils may become saturated during the life of the structure. n L IU L Y Y � c c u 1U N 1 1 1 5 1 I I I h l l S 1 1 1 !n Y V - C L O O N C V 0. C Is Go c IF v E • Q 0 n n a C.5 T 01 co O a 3 In Y ai OO 1 Y Y 0 ON Y d W ^ N N A � Y H a d J A Y G 00 h L C rt N U N N W a s cv z — w c C C Z C Z W 1 f- ^ 2 d N N — O W W c7 to F ^ 2 m N C) W O } Y O — d Z Q Q ae !- OC U N cc < O — - Y K K 00 Z. - O w ax o mI- J w m J 3 C7 F 1 Z O GI Z — w to Z ¢ FC7 C ¢ — N 16 O W cy Y m — ~ O w w ZF- Y ^ g CC: J W W :D ^ xr 0 U- F- F- Z Ot O CC O C O U ^ } Z ^ K Q _ f N fi Y d L L7 IU L Y Y � c c u 1U N 1 1 1 5 1 I I I h l l S 1 1 1 !n Y V - C L O O N C V 0. 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CONSOLIDATION TEST • MERIDIAN WATER TANK MERIDIAN, IDAHO ' DRILL HOLE NO. 1N0DEPTH9 29 IK : 25.0' - 26.3' LAB Normal Pressure—Kips per square foot ' 0.3 0.5 1.0 1.5 2.0 3.0 4.0 5.0 8.0 10 15 20+4 -1 v 77— .. , MO 5T RE c; N U T art° _ 0 BOISE, IDAHO CL 0 m c y O U 0 C d 2 0 a z 0 0 J 0 3 z .0 0 4 PLATE NO. 1 NTL 110 � MIN know 111 Elklommosm mmillobabb, = Emomm-WEEN111MM BOISE, IDAHO CL 0 m c y O U 0 C d 2 0 a z 0 0 J 0 3 z .0 0 4 PLATE NO. 1 NTL 110 1975-76 DOMESTIC WATER SUPPLY WELLS NO. 9 AND 10 CITY OF MERIDIAN, ADA COUNTY, IDAHO ' RESPONSIVE BID CHECKLIST ' The following items must be completed and accompany the Bid in order for the Bid to be considered responsive: 1. All ADDENDUMS must be signed and included with the Bid. 2. The PROPOSAL -SCHEDULE OF ITEMS AND PRICES must be signed. 3. The PROPOSAL -SCHEDULE OF ITEMS AND PRICES must be complete including the deductible alternates and extensions. 4. A BID BOND or CERTIFIED CHECK in the amount of five percent (5%) of the TOTAL BASE BID must be included. 5. Form ED -119, CERTIFICATE OF BIDDER REGARDING EQUAL EMPLOYMENT OP- PORTUNITY, must be signed and included. 6. Form ED -120, CERTIFICATION BY PROPOSED SUBCONTRACTOR REGARDING EQUAL EMPLOYMENT OPPORTUNITY, must be signed and included. All Bids must contain the items listed above in complete form. Any Bid that does not contain all of the above described items will be considered non- responsive. It is preferable, but not mandatory, that all bid items and bid documents be left bound in the Specifications and Contract Documents. E CITY OF MERIDIAN ADA COUNTY, IDAHO 1975-76 DOMESTIC WATER SUPPLY WELLS NO. 9 and 10 0 PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS THE ENGINEERS: J -U -B ENGINEERS, Inc. 212 Tenth Avenue South Nampa, Idaho 83651 Telephone: 467-5252 or 888-2321 Area Code: 208 THE OWNERS: DON M. STOREY, MAYOR HERALD J. COX, CITY CLERK CITY OF MERIDIAN ADA COUNTY, IDAHO Set No. 1976 ELEVATED WATER STORAGE TANK PROJECT CITY OF MERIDIAN, ADA COUNTY, IDAHO TABLE OF CONTENTS Page No. SECTION 1. CONTRACT DOCUMENTS Advertisement for Bids------------------------------------------ 1 Information for Bidders---------------------------------"--------- 3 Proposal -Schedule of Items and Prices----------------------------- 8 Bid Bond--------------------------------------------- ------------- 11 Architect/Engineer's Certificate--------------------------------- 13 Certificate of Guarantee/Borrower's Attorney--------------------- 15 Noticeof Award-------------------------------------------------- 16 Acceptance of Notice--------------------------------------------- 17 Contract--------------------------------------------------------- 18 Performance Bond----------------------------------------------- 20 Payment Bond---------------------------------------------------- 23 Notice To Proceed----------------------------------------------- 26 Certificate of Bidder Regarding Equal Employment Opportunity------ 27 Certification by Proposed Subcontractor Regarding Equal Employment Opportunity------------------------------------------- 30 SECTION 2. GENERAL CONDITIONS---------------------------------------- 33 SECTION 3. SUPPLEMENTAL GENERAL CONDITIONS Section 3.01 Enumeration of Plans, Specifications 5 Addenda------ 61 Section 3.02 State Allowances----------------------------------- 61 Section 3.03 Special Hazards -------------------------------------61 Section 3.04 Certification of Nonsegregated Facilities---------- 62, Section 3.05 Manpower Utilization Report---------------------- 62 Section 3.06 Schedule of Occupational Classifications------------ 63 STATE AND FEDERAL - PREVAILING WAGE RATE SCHEDULE ---------------------- SECTION 4. OWNERS SUPPLEMENTAL GENERAL CONDITIONS Section 4.01 Section 4.02 Section 4.03 Section 4.04 Section 4.05 Section 4.06 Section 4.07 Section 4.08 Section 4.09 Section 4.10 Section 4.11 Section 4.12 Definitions----------------------------------------- Description and Scope of Work ----------------------- Award, Execution of Documents, Delivery of Bonds---- Preconstruction Conference -------------------------- Correlation, Interpretation, and Intent of Contract Documents --------------------------------- Progress Schedule ----------------------------------- Time for Completion of Contract --------------------- Liquidated Damages ---------------------------------- Copies of Documents--------------------------------- Subcontracts---------------------------------------- Manufacturer's Recommendations---------------------- Testing of Materials ------------------------------ 64 86 87 87 87 TABLE OF CONTENTS, continued Page No. Section 4.13 Source and Cost of Materials --------------- 90 Section 4.14 Schedule of Occupation Classifications and Minimum Hourly Wage Rates ----------------- 90 Section 4.15 Safety and Health Protection ---------------- 91 Section 4.16 Water and Power ------- —-------- ------------- 91 Section 4.17 Rights -of -Ways -------------------------------- 91 Section 4.18 Unforeseen Difficulties ----------------------- 91 Section 4.19 Performance and Payments Bonds ------------------ 92 Section 4.20 Inspection 92 Section 4.21 Insurance 92 Section 4.22 Public Works Contractors License -------______—__ 93 Section 4.23 Measurement and Payment -------------------------- 93 SECTION 5. TECHNICAL SPECIFICATIONS Section 5.01 General --------------------- ----- ---- — ---- ---- 94 Section 5.02 Foundation -------------------------------------- 94 Section 5.03 Tank ----------------------- ---------- ----------- 95 Accessory Items ---------- —------ --- ------ ----- 96 Testing--------------------------------------- 97 Cleaning and Painting --------------------------- 97 Disinfection of Tank --------____—__---___-- 99 Section 5.04 Northern Testing Laboratories - Report of Foundation Investigation ------- ---------- -- 100 Drawing No. B760410 - General Site Plan -Details DOMESTIC WATER SUPPLY WELLS NO. 9 and 10 CITY OF MERIDIAN, ADA COUNTY, IDAHO TABLE OF CONTENTS SECTION 1 - CONTRACT DOCUMENTS • Page Number Advertisement for Bids - - - - - - - - - - - - - - - - - - - -- 1 Information for Bidders - - - - - - - - - - - - - - - - - - -- 2 Proposal - Schedule of Items and Prices - - - - - - - - - - - - 7 Schedule I (Cable Tool Only) - - - - - - - - - - - - - - - - 8 Schedule II - - - - - - - - - - - - - - - - - - - - - - - -- 12 Schedule III - - - - - - - - - - - - - - - - - - - - - - -- 16 Bid Bond - - - - - - - - - - - - - ----- --•-- --- - -- 18 Architect/Engineer's Certificate - - - - - - - - - - - - - - - - 20 Certificate of Grantee/Borrower's Attorney - - - - - - - - - - - 21 Notice of Award - - - - - - - - -------- - - - - -- 22 Acceptance of Notice - - - - - - - - - - - - - - - - - - - - -- 23 Contract - - - - - - - - - - - - - - - - - - - - - - - - - - -- 24 Performance Bond - - - - - - - - - - - - - - - - - - - - - - -- 26 Payment Bond - - - - - - - - - - - - - - - - - - - - - - - - -- 29 Notice to Proceed - - - - - - - - - - - - - - - - - - - - - -- 32 Acceptance of Notice - - - - - - - - - - - - - - - - - - - - -- 32 Certificate of Bidder Regarding Equal Employment Opportunity - - 33 Certification by Proposed Subcontractor Regarding Equal Employment Opportunity - - - - - - - - - - - - - - - - - - - 36 SECTION 2 - GENERAL CONDITIONS - - - - - - - - - - - - - - - - - - 39 SECTION 3 - EDA SUPPLEMENTAL GENERAL CONDITIONS ' 3.01 Enumeration of Plans, Specifications and Addenda - - - - - 68 3.02 Stated Allowances - - - - - - - - - 68 3.03 Special Hazards - - - - - - - - - - - - - - - - -- - 68 ' 3.04 Certification of Nonsegregated Facilities- _ _ _ _ _ _ _ - 69 3.05 Manpower Utilization Report 69 3.06 Schedule of Occupational Classification and Minimum Hourly Wage Rates as Required Under SECTION 2.45 of - - the General Conditions 70 Idaho State Department of Labor - Prevailing Wage Rates - - - - 71 ' United States Department of Labor - Prevailing Wage Rates - - - 79 TABLE OF CONTENTS (Continued) Page Number SECTION 4 - OWNER'S SUPPLEMENTAL GENERAL CONDITIONS 4.01 Definitions - - - - - - - - - - - - ----- -- ---- - 90 4.02 Description and Scope of Work - - - - - - - - - - - - - - - 91 4.03 Award, Execution of Documents, Delivery of Bonds - - - - - 91 4.04 Correlation, Interpretation and Intent of Contract - - - - -- 100 5.05 Documents - - - - - - - - - - - - --- --- --- -- - 92 4.05 Time for Completion of Contract - - - - - - - - - - - - - - 92 4.06 Liquidated Damages - - - - - - - - - - - - - -- - --- - 92 4.07 Copies of Documents - - - - - - - - - - - - - - -- - -- - 93 4.08 Subcontracts - - - - - - - - - - - - - - - - - - - - -- - 93 4.09 Testing of Materials - - - - - - - - - - - - - - - - - - - 94 4.10 Source and Cost of Materials - - - - - - - - - - - - - - - 94 4.11 Schedule of Occupational Classification and Minimum Hourly Wage Rates - - - - - - - - - - - - - - -- - -- - 94 4.12 Information Regarding Existing Facilities - - - - - - - - - 95 4.13 Construction Site - - - - - - - - - - - - - - - - - --- - 95 4.14 Unforeseen Difficulties - - - - - - - - - - - - - - - - - - 95 4.15 Measurement and Payment - - - - - - - - - - - - - - - - -- 95 4.16 Performance and Payment Bonds - - - - - - - - - - - - - - - 96 4.17 Inspection - - - - - - - - - - - - - - - - - - - -- - - - 96 4.18 Insurance - - - - - - - - - - - - - - - - - - - - - - - - - 96 4.19 Public Works Contractors License - - - - - - - - - - - - - 97 SECTION 5 - TECHNICAL SPECIFICATIONS 5.01 General - - - - - - - - - - - - - - - - - - - - - - - - -- 98 5.02 Surface Seal - - - - - - - - - - - - - - - - - - - - - -- 98 5.03 Drilling - - - - - - - - - - - - - - - - - - - - - - - -- 99 5.04 Casing - - - - - - - - - - - - - - - - - - - - - - - - -- 100 5.05 Screens - - - - - - - - - - - - - - - - - - - - - - - - -- 101 5.06 Filter - - - - - - - - - - - - - - - - - - - - - - - - -- 102 5.07 Casing Pullback - - - - - - - - - - - - - - - - - - - - -- 102 5.08 Well Development - - - - - - - - - - - - - - - - - - - -- 103 5.09 Testing - - - - - - - - - - - - - - - - - - - - - - - - -- 103 5.10 Special Technical Specifications - - - - - - - - - - - - - 104 Well Site and Easement for. Meridian Well No. 9 - J -U -B ENGINEERS, Inc., Drawing No. x760226 - - - - - - - - - - - - - - - - - - - - 106 Well Site and Easement for Meridian Well No. 10 - J -U -B ENGINEERS, Inc., Drawing No. N750904 - - - - - - - - - - - - - - - - - - -- 107 1976 ELEVATED WATER STORAGE TANK PROJECT CITY OF MERIDIAN, ADA COUNTY, IDAHO ADVERTISEMENT FOR BIDS Project Number - 07-01-01600 Owner - City of Meridian, Idaho Separate sealed bids for the 1976 Elevated Water Storage Tank Project, which consists of the following: (1) Furnish one (1) 500,000 gallon (net) pedestal spheroid water tank; and (2) Erect and paint the pedestal spheroid water tank in Meridian, Idaho; and (3) Furnish detailed design and plans of a reinforced concrete founda- tion for the pedestal spheroid water tank; will be received by the City of Meridian, Ada. County, Idaho, at the office of Meridian City Hall located at 728 Meridian Street, Meridian, Idaho, until 8:00 o'clock p.m., M.D.T. July 12 1976, and then at said office publicly opened and read aloud. ' The Information for Bidders, Form of Bid, Form of Contract, Plans, Specifications, and Forms of Bid Bond, Performance and Payment Bond, and ' other contract documents may be examined at the following: Meridian City Hall, 728 Meridian Street, Meridian, Idaho Associated General Contractors, 110 North 27th, Boise, Idaho J -U -B ENGINEERS, Inc., 212 Tenth Avenue South, Nampa, Idaho J -U -B ENGINEERS, Inc., 5903 Franklin Road, Boise, Idaho Copies may be obtained at the office of J -U -B ENGINEERS, Inc., located at 212 Tenth Avenue South, Nampa, upon payment of $20.00 for each set. Any unsuccessful bidder, upon returning such set within thirty (30) ' days and in good condition, will be refunded his payment, and any non -bidder upon so returning such a set will be refunded $10.00. The Owner reserves the right to waive any informalities or to reject any or all bids. Each bidder must deposit with his bid, security in the amount, form and subject to the conditions provided in the Information for Bidders. -1- ' 1976 ELEVATED WATER STORAGE TANK PROJECT CITY OF MERIDIAN, ADA COUNTY, IDAHO ' INFORMATION FOR BIDDERS ' 1. Receipt and Opening of Bids ' The City of Meridian, Idaho, (herein called the 'Owner"), invites bids on the form attached hereto. All blanks must be appropriately filled in. Bids will be received by the Owner at the office of Meridian ' City Hall located at 728 Meridian Street, Meridian, Idaho, until 8:00 o'clock p.m., M.D.T., July 12 , 1976, and then at said office publicly opened and read aloud. The envelopes containing the bids must be sealed, addressed to City of Meridian, Idaho, at 728 Merdian Street, ' Meridian, Idaho 83642 and designated as Bid for 1976 Elevated Water Storage Tank Project. t The Owner may consider informal any bid not prepared and submitted in accordance with the provisions hereof and may waive any informalities or reject any and all bids. Any bid may be withdrawn prior to the above -scheduled time for the opening of bids or authorized postponement thereof. Any bid received after the time and date specified shall not be considered. No bidder may with- draw a bid within thirty (30) days after the actual date of the opening thereof. ' 2. Preparation of Bid ' Each bid must be submitted on the prescribed form and accompanied by "Certification by Bidder Regarding Equal Employment Opportunity", Form ED -119. All blank spaces for bid prices must be filled in, in ink or typewritten, in ' both words and figures, and the foregoing certification must be fully completed and executed when submitted. Each bid must be submitted in a sealed envelope bearing on the outside ' the name of the bidder, his address, and the name of the project for which the bid is submitted. If forwarded by mail, the sealed envelope containing the bid must be enclosed in another envelope addressed as specified in the bid form. ' 3. Subcontracts ' The bidder is specifically advised that any person, firm, or other party to whom it is proposed to award a subcontract under this contract: ' a. Must be acceptable to the Owner and the Economic Development Administration. ' b. Must submit Form ED -120, "Certification by Proposed Subcontractor Regarding Equal Employment Opportunity". Approval of the proposed subcontract award cannot be given by the Owner unless and until the proposed subcontractor Form ED -116 (Rev. 6-73) -3- PJ DOMESTIC WATER SUPPLY WELLS NO. 9 and 10 CITY OF MERIDIAN, ADA COUNTY, IDAHO ADVERTISEMENT FOR BIDS Project Number - 07-01-01600 Owner - City of Meridian, Idaho • Separate sealed bids for drilling, casing, gravel packing, developing, and test pumping either domestic water supply wells No. 9 or No. 10 or both will be received by the City of Meridian, Ada County, Idaho, at the office of Meridian City Hall located at 728 Meridian Street, Meridian, Idaho, until 8:00 o'clock p.m., M.D.T. July 12, 1976 '1976, and then at said office publicly opened and read aloud. The Information for Bidders, Form of Bid, Form of Contract, Plans, Specifications, and Forms of Bid Bond, Performance and Payment Bond, and other contract documents may be examined at the following: Meridian City Hall, 728 Meridian Street, Meridian, Idaho Associated General Contractors, 110 North 27th, Boise, Idaho J -U -B ENGINEERS, Inc., 212 Tenth Avenue South, Nampa, Idaho J -U -B ENGINEERS, Inc., 5903 Franklin Road, Boise, Idaho Copies may be obtained at the office of J -U -B ENGINEERS, Inc., located at 212 Tenth Avenue South, Nampa, upon payment of $10.00 for each set. Any unsuccessful bidder, upon returning such set within thirty (30) days and in good condition, will be refunded his payment, and any non -bidder upon so returning such a set will be refunded $5.00. The Owner reserves the right to waive any informalities or to reject any or all bids. Each bidder must deposit with his bid, security in the amount, form and subject to the conditions provided in the Information for Bidders. Attention of bidders is particularly called to the requirements as to conditions of employment to be observed and minimum wage rates to be paid under the contract. No bidder may withdraw his bid within thirty (30) days after the actual date of the opening thereof. June 9, 1976 s/Don M. Storey Date Don M. Storey, Mayor Form ED -115 1 DOMESTIC WATER SUPPLY WELLS NO. 9 and 10 CITY OF MERIDIAN, ADA COUNTY, IDAHO INFORMATION FOR BIDDERS 1. Receipt and Opening of Bids The City of Meridian, Idaho, (herein called the "Owner"), invites bids on the form attached hereto. All blanks must be appropriately filled in. Bids will be received by the Owner at the office of Meridian City Hall located at 728 Meridian Street, Meridian, Idaho, until 8:00 o'clock p.m., M.D.T., July 12 , 1976 and then at said office publicly opened and read aloud. The envelopes con- taining the bids must be sealed, addressed to City of Meridian, Idaho, at 728 Meridian Street, Meridian, Idaho 83642 and designated as Bid for domestic water supply wells No. 9 and 10. The Owner may consider informal any bid not prepared and submitted in accordance with the provisions hereof and may waive any informalities or reject any and all bids. Any bid may be withdrawn prior to the above scheduled time for the opening of bids or authorized postponement thereof. Any bid received after the time and date specified shall not be considered. No bidder may withdraw a bid within thirty (30) days after the actual date of the opening thereof. 2. Preparation of Bid Each bid must be submitted on the prescribed form and accompanied by "Certification by Bidder Regarding Equal Employment Opportunity", Form ED -119. All blank spaces for bid prices must be filled in, in ink or typewritten, in both words and figures, and the foregoing certification must be fully completed and executed when submitted. Each bid must be submitted in a sealed envelope bearing on the outside the name of the bidder, his address, and the name of the project for which the bid is submitted. If forwarded by mail, the sealed envelope containing the bid must be enclosed in another envelope addressed as specified in the bid form. 3. Subcontracts The bidder is specifically advised that any person, firm, or other party to whom it is proposed to award a subcontract under this contract -- a. Must be acceptable to the Owner and Economic Development Adminis- tration. b. Must submit Form ED -120, "Certification by Proposed Subcontractor Regarding Equal Employment Opportunity". Approval of the proposed subcontract award cannot be given by the Owner unless and until the proposed subcontractor Form ED -116 (Rev. 6-73) 2 ' has submitted the certification and/or other evidence that it has fully complied with any reporting requirements to which it is or was subject. Although the bidder is not required to attach such Certification by ' proposed subcontractors to his bid, the bidder is here advised of this require- ment so that appropriate action can be taken to prevent subsequent delay in sub- contract awards. 4. Telegraphic Modification Any bidder may modify his bid by telegraphic communication at any time prior to the scheduled closing time for receipt of bids, provided such telegraphic communication is received by the Owner prior to the closing time, and provided ' further, the Owner is satisfied that a written confirmation of the telegraphic modification over the signature of the bidder was mailed prior to the closing time. The telegraphic communication should not reveal the bid price but should ' provide the addition or subtraction or other modification so that the final prices or terms will not be known by the Owner until the sealed bid is opened. If written confirmation is not received within two (2) days from the closing time, ' no consideration will be given to the telegraphic modification. 5. Method Bidding ' The Owner invites the following bids: ' Total base bid for Well No. 9 (Schedule I); and/or Total base bid for Well No. 10 (Schedule II); and/or Total base bid for Wells No. 9 and 10 (Schedule III). ' 6. qualifications of Bidder The Owner may make such investigations as he deems necessary to deter- mine the ability of the bidder to perform the work, and the bidder shall furnish to the Owner all such information and data for this purpose as the Owner may re- quest. The Owner reserves the right to reject any bid if the evidence submitted by, or investigation of, such bidder fails to sacisfy the Owner that such bidder is properly qualified to carry out the obligations of the contract and to com- plete the work contemplated therein. Conditional bids will not be accepted. 7. Bid Securi Each bid must be accompanied by cash, certified check of the bidder, or a bid bond prepared on the form of bid bond attached hereto, duly executed by the bidder as principal and having as surety thereon a surety company approved by the Owner, in the amount of five percent (5%) of the bid. Such cash, checks or bid bonds will be returned to all except the three lowest bidders within three (3) days after the opening of bids, and the remaining cash, checks, or bid bonds will Form ED -116 (Rev. 6-73) be returned promptly after the Owner and the accepted bidder have executed the contract, or if no award has been made within thirty (30) days after the date of the opening of bids, upon demand of the bidder at any time thereafter so long as he has not been notified of the acceptance of his bid. 8. Liquidated Damages for Failure to Enter into Contract The successful bidder, upon his failure or refusal to execute and de- liver the contract and bonds required within ten (10) days after he has received notice of the acceptance of his bid, shall forfeit to the Owner, as liquidated damages for such failure or refusal, the security deposited with his bid. 9. Time of Completion and Liquidated Damages The bidder must agree to commence work on or before a date to be speci- fied in a written "Notice to Proceed" of the Owner and to fully complete the pro- ject within ninety (90) consecutive calendar days thereafter if either Schedule I or Schedule II is awarded or within one hundred fifty (150) consecutive calendar ' days thereafter if Schedule III is awarded. The bidder must also agree to pay as liquidated damages, the sum of one hundred dollars ($100.00) for each consecutive calendar day thereafter as hereinafter provided in the General Conditions. 10. Conditions of Work Each bidder must inform himself fully of the conditions relating to the construction of the project and the employment of labor thereon. Failure to do so will not relieve a successful 'bidder of his obligation to furnish all material and labor necessary to carry out the provisions of his contract. Insofar as possible the contractor, in carrying out his work, must employ such methods or means as will not cause any interruption of or interference with the work of any other contractor. 11. Addenda and Interpretations No interpretation of the meaning of the plans, specifications or other prebid documents will be made to any bidder orally. Every request for such interpretation should be in writing addressed to J -U -B ENGINEERS, Inc., at 212 Tenth Avenue South, Nampa, Idaho 83651, and to be given consideration must be received at least five (5) days prior to the date fixed for the opening of bids. Any and all such interpretations and any supple- mental instructions will be in the form of written addenda to the specifications which, if issued, will be mailed by certified mail with return receipt requested to all prospective bidders (at the respective addresses furnished for such pur- poses), not later than three (3) days prior to the date fixed for the opening bids. Failure of any bidder to receive any such addendum or interpretation shall not relieve such bidder from any obligation under his bid as submitted. All of addenda so issued shall become part of the contract documents. Form ED -116 (Rev. 6-73) • 0 12. Security for Faithful Performance Simultaneously with his delivery of the executed contract, the Contractor shall furnish a surety bond or bonds as security for faithful performance of this contract and for the payment of all persons performing labor on the project under this contract and furnishing materials in connection with this contract, as speci- fied in the General Conditions included herein. The surety on such bond or bonds shall be a duly authorized surety company satisfactory to the Owner. 13. Power of Attorney Attorneys -in -fact who sign bid bonds or contract bonds must file with each bond a certified and effectively dated copy of their power of attorney. 14. Notice of Special Conditions Attention is particularly called to those parts of the contract docu- ments and specifications which deal with the following: a. Inspection and testing of materials b. Insurance requirements c. Wage rates d. Stated allowances ' 15. Laws and Regulations The bidder's attention is directed to the fact that all applicable State laws, municipal ordinances and the rules and regulations of all authorities having jurisdiction over construction of the project shall apply to the contract throughout, and they will be deemed to be included in the contract the same as though herein written out in full. 16. Method of Award - Lowest Qualified Bidder If at the time this contract or contracts are to be awarded, the total base bid for the sum of Schedule I and Schedule II or Schedule III submitted by responsible bidder and/or bidders does not exceed the amount of funds then esti- mated by the Owner as available to finance the contract or contracts, the contract or contracts will be awarded on the lowest of the sums of Schedule I and Schedule II or Schedule III. If such bid or bids exceeds such amount, the Owner may reject all bids. 17. Obligation of Bidder At the time of the opening of bids, each bidder will be presumed to have inspected the site and to have read and to be thoroughly familiar with the plans Form ED -116 (Rev. 6-73) 5 0 0 ' and contract documents (including all addenda). The failure or omission of any bidder to examine any form, instrument or document shall in no way relieve any bidder from any obligation in respect to his bid. I 18. Compliance Review If the bid is in the amount of five hundred thousand dollars ($500,000) or more, the bidder and his proposed non-exempt subcontractors will be subject to full pre -award equal opportunity compliance reviews by EDA personnel before the award of the contract for the purpose of determining whether the bidder and his subcontractors are able to comply with the provisions of the equal opportunity clause of Executive Order 11246. 19. Hiring of Local Labor The maximum feasible employment of local labor is covered in Section 2.59 of the General Conditions. This section emphasizes that every Contractor and Subcontractor undertaking to do work on any EDA assisted project shall employ to the maximum extent practical, in carrying out such contract work, qualified persons who regularly reside in the designated area where such project is located. The Contractor will be responsible for assuring that his subcontractors comply with Section 2.59. ■ 20. Affirmative Action Requirements Where the EDA assisted project is in an area covered by an Office of Federal Contract Compliance imposed plan or home town plan approved by Office of Federal Contract Compliance the Contractor will be required to complete a certifi- cate that he intends to comply with the applicable plan. In addition, the Con-. ' tractor will be required to complete monthly, Optional Form 66, Monthly Manpower Utilization Report. 11 I n I' Form ED -116 (Rev. 6-73) 11 6 1 • • DOMESTIC WATER SUPPLY WELLS NO. 9 and 10 CITY OF MERIDIAN, ADA COUNTY, IDAHO ' PROPOSAL - SCHEDULES OF ITEMS AND PRICES ' Place - Meridian, Idaho Date - Project No. - 07-01-01600 Proposal of (hereinafter called "Bidder"), organized and existing under the laws of the State of doing business as *. To the City of Meridian, Idaho (hereinafter called "Owner"). Gentlemen: The Bidder, in compliance with your invitation for bids for the drill- ing, casing, gravel packing, developing and test pumping domestic water supply ** having examined the plans and specifications with related documents and the site of the proposed work, and being familiar with all of the conditions surrounding the construction of the proposed project including the availability of materials and labor, hereby proposes to furnish all labor, materials, and supplies and to construct the project in accordance with the contract documents, within the time set forth therein, and at the prices stated below. These prices are to cover all expenses incurred in performing the work required under the contract documents, of which this proposal is a part. Bidder hereby agrees to commence work under this contract on or before a date to be specified in written "Notice to Proceed" of the Owner and to fully complete the project within *** consecutive calendar days thereafter as stipulated in the specifications. Bidder further agrees to pay as liquidated damages, the sum of One Hundred Dollars ($100.00) for each con- secutive calendar day thereafter as hereinafter provided in Section 2.19 of the General Conditions. *Insert "a corporation", "a partnership", or "an individual" as applicable. **Insert "Well No. 9" or "Well No. 10" if bid is submitted for Schedules I or II or "Wells No. 9 and 10" if bid is submitted for Schedule III. ***Insert "ninety (90)" if bid is submitted only for Schedules I or II or 'one hundred fifty (150)" if bid is submitted for Schedule III. Form ED -118 (Rev. 6-73) Bidder acknowledges receipt of the following addendum: Bidder agrees to perform all the drilling, casing, gravel packing, de- veloping, test pumping and other work described in the specifications and shown on the plans, for the following unit prices: DOMESTIC WATER SUPPLY WELL NO. 9 CITY OF MERIDIAN, ADA COUNTY, IDAHO PROPOSAL - SCHEDULE OF ITEMS AND PRICES Schedule I (Cable Tool Only) ITEM NO. DESCRIPTION 1. Install surface seal of bentonite clay for the lump sum price of dollars and cents. 1 Lump Sum at $ complete 2. Drilling hole to accommodate 20 -inch casing, complete, 200 linear feet at the unit price of dollars and cents per linear foot. 200 L.F. at $ per linear foot 3. Furnish and install 20 -inch casing, in place, 200 linear feet at the unit price of and per linear foot. 200 L.F. at $ TOTAL FOR ITEM 11 dollars cents per linear foot $ 8 ITEM NO. DESCRIPTION TOTAL FOR ITEM 4. Furnish and install 20 -inch casing drive shoe, complete, for the lump sum price of dollars and cents. 1 Lump Sum at $ complete $ 5. Drilling to accommodate 16 -inch casing, com- plete, 300 linear feet for the unit price.of dollars and cents per linear foot. 300 L.F. at $ per linear foot $ 6. Furnish and install 16 -inch casing, in place, 350 linear feet for the unit price of dollars and cents per linear foot. 350 L.F. at $ per linear foot $ 7. Furnish and install 16 -inch casing drive shoe, complete, for the lump sum price of dollars and cents. 1 Lump Sum at $ complete $ 8. Furnish and install 10 -inch well screen, in place, 50 linear feet for the unit price of dollars and cents per linear foot. 50 L.F. at $ per linear foot $ a ITEM NO. DESCRIPTION TOTAL FOR ITEM 9. Furnish and install 10 -inch casing, in place, 100 linear feet for the unit price of dollars and cents per linear foot. 100 L.F. at $ per linear foot $ 10. Pull back casing to expose and develop the screen, complete, 50 hours at the unit price of dollars and cents per hour. 50 Hours at $ per hour $ 11. Furnish, install and remove temporary pump, for well development and testing, complete, for the lump sum price of dollars and cents. 1 Lump Sum at $ complete $ 12. Well Development, complete, 15 hours at the unit price of and per hour. 15 Hours at $ dollars cents per hour. 101 ITEM NO. DESCRIPTION TOTAL FOR ITEM 13. Conduct pump test, complete, 24 hours at the unit price of dollars and cents per hour. 24 Hours at $ per hour $ 14. Furnish and install gravel filter, 9 cubic yards for the unit price of dollars and cents per cubic yard. 9 C.Y. at $ per cubic yard $ TOTAL BASE BID - SCHEDULE I $ SUPPLEMENTAL ITEMS AND BIDS S-1 Furnish and install extra welding rings for well screen, complete, at the unit price of dollars and cents each. $ DOMESTIC WATER SUPPLY WELL NO. 10 CITY OF MERIDIAN, ADA COUNTY, IDAHO PROPOSAL - SCHEDULE OF ITEMS AND PRICES Schedule II ITEM NO. DESCRIPTION TOTAL FOR ITEM 1. 2. 0 Install surface seal of cement or bentonite clay for the lump sum price of dollars and cents. 1 Lump Sum at $ complete $ Drilling hole to accommodate 20 -inch casing, complete, 200 linear feet at the unit price of dollars and cents per linear foot. 200 L.F. at $ per linear foot $ Furnish and install 20 -inch casing in place, 200 linear feet at the unit price of dollars and cents per linear foot. 200 L.F. at $ per linear foot $ 0 ITEM NO. DESCRIPTION 4. Furnish and install 20 -inch casing drive shoe (cable tool only), complete, for the lump sum price of dollars and cents. 1 Lump Sum at $ complete 5. Drilling to accommodate 16 -inch casing, com- plete, 350 linear feet for the unit price of dollars and cents per linear foot. 350 L.F. at $ per linear foot 6. Furnish and install 16 -inch casing, in place, 400 linear feet for the unit price of dollars and cents per linear foot. 400 L.F. at $ per linear foot 7. Furnish and install 16 -inch casing drive shoe, (cable tool only), complete, for the lump sum price of dollars and cents 1 Lump Sum at $ complete 8. Furnish and install 10 -inch well screen, in place, 50 linear feet at the unit price of dollars and cents per linear foot. 50 L.F. at $ per linear foot 0 TOTAL FOR ITEM 13 0 0 ITEM NO. DESCRIPTION TOTAL FOR ITEM 9. Furnish and install 10 -inch casing, in place, 100 linear feet for the unit price of dollars and cents per linear foot. 100 L.F. at $ per linear foot $ 10. Pull back of casing to expose and develop the screen, complete, 50 hours for the unit price of dollars and cents per hour. 50 Hours at $ per hour $ 11. Furnish, install and remove temporary pump, for well development and testing, complete, for the lump sum price of dollars and cents. 1 Lump Sum at $ complete $ 12. Well Development, complete, 15 hours at the unit price of dollars and cents per hour. 15 Hours at $ per hour $ 14 ITEM NO. DESCRIPTION TOTAL FOR ITEM 13. Conduct pump test, complete, 24 hours at the unit price of dollars and cents per hour. 24 Hours at $ per hour $ 14. Furnish and install gravel filter, 9 cubic yards for the unit price of dollars and cents per cubic yard. 9 C.Y. at $ per cubic yard $ TOTAL BASE BID - SCHEDULE II $ SUPPLEMENTAL ITEMS AND BIDS S-1 Furnish and install extra welding rings for well screen, complete for the unit price of dollars and cents each. $ S-2 Furnish cement for surface seal (reverse rotary only, above one hundred (100) sacks) at the unit price of dollars and cents per sack. $ 1 • 1 DOMESTIC WATER SUPPLY WELLS NO. 9 and 10 CITY OF MERIDIAN, ADA COUNTY, IDAHO ' COMBINED PROPOSAL - SCHEDULE OF ITE14S AND PRICES Schedule III ITEM NO. DESCRIPTION ' 1. Total. Base Bid - Schedule I (Well No. 9) at the lump sum price of ' dollars and cents. ' 1 Lump Sum at $ complete ' 2. Total Base Bid - Schedule II (Well No. 10) at the lump sum price of dollars TOTAL FOR ITEM A and cents. ' 1 Lump Sum at $ complete $ 3. Deduction if awarded both Contracts at the lump sum price of ' and 1 Lump Sum at $ _ complete TOTAL COMBINED BASE BID ' (Item 1 plus Item 2 minus Item 3) dollars cents. 16 1 • 0 t (Amounts are to be shown in both words and figures. In case of discrepancy, the amount shown in words will govern.) ' The Bidder understands that quantities listed are approximate and the Owner reserves the right to increase or decrease individual items as may be, in his sole judgment, to his best interest depending upon conditions encountered or observed during the execution of work on this contract. The above unit prices shall include all labor, materials, bailing, shor- ing, removal, overhead, profit, insurance, etc., to cover the finished work of the several kinds called for. Bidder understands that the Owner reserves the right to reject any or all bids. The bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after the scheduled closing time for receiving bids. Upon receipt of written notice of the acceptance of his bid, the bidder will execute the formal contract attached within ten (10) days and deliver a Surety Bond or Bonds as required by Section 2.29 of the General Conditions. The bid security attached in the sum of $ is to become the property of the Owner in the event the contract and bond are not executed within the time above set forth, as liquidated damages for the delay and additional expense to the Owner caused thereby. (SEAL - if bid is by a corporation) Form ED -118 (Rev. 6.73) Respectfully submitted: By (Title) (Business Address) 1.7 11 0 0 DOMESTIC 14ATER SUPPLY WELLS NO. 9 and 10 CITY OF MERIDIAN, ADA COUNTY, IDAHO BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, as Principal, and as Surety, are hereby held and firmly bound unto the City of Meridian, Idaho, as Owner in the penal sum of for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, our heirs, executors, ad- ministrators, successors and assigns. Signed this day of 1976. The Condition of the above obligation is such that whereas the Princi- pal has submitted to the City of Meridian, Idaho, a certain Bid, attached hereto and hereby made a part hereof to enter into a contract in writing, for the NOW, THEREFORE, (a) If said Bid shall be rejected, or in the alternate, (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the Form of Contract attached hereto (prop- erly completed in accordance with said Bid) and shall furnish a bond for his faithful performance of said contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Bid, then this obligation shall be void, otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Owner may accept such Bid; and said Surety does hereby waive notice of any such extension. Form ED -121 (Rev. 4-72) ei IJ 1 J 0 • IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their' corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. Principal Surety By: DWORTAN°T - Surety companies executing bonds must appear on the Treasury Depart- ment's most current list (Circular 570 as amended) and be authorized to transact business in the state where the project is located. Form ED -121 (Rev. 4-72) ig 1 • • DOMESTIC WATER SUPPLY WELLS NO. 9 and 10 CITY OF MERIDIAN, ADA COUNTY, IDAHO ARCHITECT/ENGINEER'S CERTIFICATE Project Number 07-01-01600 I, Sumner M. Johnson, Engineer for the City of Meridian, Idaho, certify that the following plans and specifications sheets numbered QSite Plan . . . . . . . . . . . . . . . . . . ❑ Architectural . . . . . . . . . . . . . . . . . ❑ Structural . . . . . . . . . . . . . . . . . . ❑ Mechanical . . . . . . . . . . . . . . ❑ Electrical . . . . . . . . . . . . . . ❑ Equipment . . . . . . . . . . . . . . ❑ Other (specify) (a) Are adequate and suitable for, and are in conformity with, the project contem- plated in the approved application. (b) Comply with applicable State and Local laws, ordinances and regulations pertain- ing to standards of construction and safety, and have been approved by: AUTHORITY DATE OF APPROVAL 1 Idaho Department of Health and Welfare October 1, 1975 1 11 11 11 Address 212 Tenth Avenue South VED: 14� - Namoa, Idaho 83651 Don M. Storey, Mayor Apzil 99, 1976 Date Form ED -151 (Rev. 4-72) 20 0 0 DOMESTIC WATER SUPPLY WELLS NO. 9 and 10 CITY OF MERIDIAN, ADA COUNTY, IDAHO CERTIFICATE OF GRANTEE/BORROWER'S ATTORNEY I, the undersigned, John 0. Fitzgerald, the duly authorized and acting legal representative of the City of Meridian, Idaho, do hereby certify as follows: I have examined the attached contract(s) and surety bonds and the manner of execution thereof, and I am of the opinion .that each of the aforesaid agreements has been duly executed by the proper parties thereto acting through their duly authorized representatives; that said representatives have full power and authority to execute said agreements on behalf of the respective parties named thereon; and that the foregoing agreements constitute valid and legally binding obligations upon the parties executing the same in accordance with terms, conditions and provisions thereof. John 0. Fitzgerald Date: ' Form Ell -126 (Rev. 4-72) 21 1 0 • DOMESTIC WATER SUPPLY WELLS NO. 9 and 10 CITY OF MERIDIAN, ADA COUNTY, IDAHO NOTICE OF AWARD 1 To: 1 PROJECT Description: EDA Project No. 07-01-01600 The Owner has considered the Bid submitted by you for the above des- cribed work in response to its Advertisement for Bids dated , 1976, and Information for Bidders. You are hereby notified thatyour Bid has been accepted for items in the amount of Dollars ($ ). You are required by the Information for Bidders to execute the Agree- ment and furnish the required Contractor's Performance Bond and Payment Bond within ten (10) calendar days from the date of this Notice to you. If you fail to execute said Agreement and to furnish said bonds within ten (10) days from the date of this Notice, said Owner will be entitled to con- sider all your rights arising out of the Owner's acceptance of your Bid as aban- doned and as a forfeiture of your Bid Bond. The Owner will be entitled to such other rights as may be granted by law. You are required to return an acknowledged copy of this NOTICE OF AWARD to the Owner. Dated this day of 1976 CITY OF MERIDIAN, IDAHO By Don M. Storey, Mayor 22 day of ACCEPTANCE OF NOTICE Receipt of the above NOTICE OF AWARD is hereby acknowledged by this the 1976. By — Title 23 DOMESTIC WATER SUPPLY WELLS NO. 9 and 10 CITY OF MERIDIAN, ADA COUNTY, IDAHO ,�7KH7VLO]" THIS AGREEMENT, made this the _ day of , 1976, by and between (1) the City of Meridian, acting herein through the (2) Mayor, hereinafter called "Owner" and (3) , doing business as *(an individual) (a partnership) (a corporation) located in the City of , County of and State of , hereinafter called "Contractor". WITNESSETH: That for and in consideration of the payments and agree- ments hereinafter mentioned to be made and performed by the Owner, the Contractor hereby agrees with the Owner to commence and complete the construction described as follows: hereinafter called the project, for the sum of _ Dollars ($ ) and all extra work in connection therewith, under the terms as stated in the General and Special Conditions of the contract; and at his (its or their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintend- ence, labor,insurance and other accessories and services necessary to complete the said project in accordance with the conditions and prices stated in the Pro- posal, the General Conditions,EDA and Owner's Supplemental General Conditions and Special Conditions of the contract, the plans, which include all maps, plats, blue prints, and other drawings and printed or written explanatory matter thereof, the specifications and contract documents therefor as prepared by J -U -B ENGINEERS, Inc., herein entitled the Arthitect/Engineer, and as enumerated in Section 3.1 of the EDA Supplemental Conditions, all of which are made a part hereof and collec- tively evidenced and constitute the contract. ' The Owner agrees to pay the Contractor in current funds for the perform- ance of the contract, subject to additions and deductions, as provided in the General Conditions of the contract, and to make payments on account thereof as provided in Section 2.25, "Payment to Contractor", of the General Conditions. Form ED -122 (Rev. 3-72) 24 The Contractor hereby agrees to commence work under this contract on or ' before a date to be specified in written "Notice to Proceed" of the Owner to fully complete the project within (_) consecutive calendar days thereafter. The Contractor further agrees to pay, as liquidated damages, the sum of One Hundred ' Dollars ($100.00) for each consecutive calendar day thereafter as hereinafter provided in Section 2.19 of the General Conditions. ' The Owner agrees to pay the Contractor in current funds for the perform- ance of the contract, subject to additions and deductions, as provided in the General Conditions of the contract, and to make payments on account thereof as provided in Section 2.25, "Payment to Contractor", of the General Conditions. Form ED -122 (Rev. 3-72) 24 • • IN WITNESS WHEREOF, the parties to these presents have executed this contract in six (6) counterparts, each of which shall be deemed an original, in the year and day first mentioned above. (SEAL) ATTEST: (SEAL) By (Secretary) (Witness) (Contractor) (Secretary) tness By (Address) *IMPORTANT: Strike out any inapplicable terms. Secretary of the Owner should attest. If Contractor is corporation, Secretary should attest. Give proper title of each person executing contract. Form ED -122 (Rev. 3-72) 25 _.., j i 0 DOMESTIC WATER SUPPLY WELLS NO. 9 and 10 CITY OF MERIDIAN, ADA COUNTY, IDAHO PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: that of dress of Con a hereinafter called Prinicpal, (Corporation, Partnership or Individual) and (Name of Surety) (Address of Surety) hereinafter called Surety, are held and firmly bound unto the City of Meridian, Idaho, 728 Meridian Street,14eridian, Idaho 83642, hereinafter called the Owner, in the penal sum of Dollars ($ ) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal ' entered into a certain contract with the Owner, dated the day of , 1976, a copy of which is hereto attached and made a part hereof for the construc- tion of: 1 NOW, THEREFORE, if the Principal shall well, truly and faithfully per- form its duties, all the undertakings, covenants, terms, conditions, and agree- ments of said contract during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract, and ' shall fully idemnify and save harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED FURTHER, that the said Surety, for value received hereby stip- ulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the Form ED -124 (Rev. 4-72) 26 0 0 specifications accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. IN WITNESS WHEREOF, this instrument is executed in six (6) counterparts, each one of which shall be deemed an original, this the day of , 1976. ATTEST: (Principal) Secretary (SEAL) Witness as to Principal (Address) ATTEST: ty) Secretary (SEAL) Witness as to Surety (Address) Form ED -124 (Rev. 4-72) By Principal (Address) Surety By Attorney -in -Fact (Address) 27 0 0 NOTE: Date of Bond must not be prior to date of Contract. If Contractor is Partnership, all partners should execute bond. IMPORTANT: Surety companies executing bonds must appear on the Treasury Depart- ment's most current list (Circular 570 as amended) and be authorized to transact business in the State where the project is located. Form ED -124 (Rev. 4-72) 28 DOMESTIC WATER SUPPLY WELLS NO. 9 and 10 CITY OF MERIDIAN, ADA COUNTY, IDAHO PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS: that (Name of Contractor) (Address of Contractor) a , hereinafter called Principal, (Corporation, Partnership or Individual) and (Name of Surety) hereinafter called Surety, Idaho, 728 Meridian Street, in the penal sum of (Address of Surety) are held and firmly bound unto the City of Meridian, Meridian, Idaho, 83642, hereinafter called Owner, Dollars ($ ) in lawful money of the United States for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas the Principal entered into a certain contract with the Owner, dated the day of , 1976, a copy of which is hereto attached and made a part hereof for the construc- tion of: NOV; THEREFORE, if the Principal shall promptly make payment to all per- sons, firms, subcontractors, and corporations furnishing materials for or perform- ing labor in the prosecution of the work provided for such contract, and any authorized extension or modification thereof, including all amounts due for mater- ials, lubricants, oil, gasoline, coal and coke, repairs on machinery, equipment and tools, consumed or used in connection with the construction of such work, and all insurance premiums on said work, and for all labor performed in such work whether by subcontractor or otherwise, then this obligation shall be void; other- wise to remain in full force and effect. PROVIDED FURTHER, that the said surety, for value received hereby stipu- lates and agrees that no change, extention of time alternation or addition to the terms of the contract or to the work to be performed thereunder or the specifications Form ED -125 (Rev. 4-72) 29 1 0 1 ' accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. IN WITNESS WHEREOF, this instrument is executed in six (6) counterparts, each one of which shall be deemed as original, this the _ day of , 1976. ATTEST: By (Principal) Secretary (SEAL) Witness as to Principal (Address) ATTEST: (Surety) Secretary (SEAL) ' Witness as to Surety (Address) Form ED -125 (Rev. 4-72) 1 Principal (Address) Surety By Attorney -in -Fact (Address) 1 30 NOTE: Date of Bond must not be prior to date of Contract. If Contractor is Partnership, all partners should execute bond. I?fPORTANT: Surety companies executing bonds must appear on the Treasury Depart- ment's most current list (Circular 570 as amended) and be authorized to transact business in the State where the project is located. 11 Form ED -125 (Rev. 4-72) 31 To: 0 0 DOMESTIC WATER SUPPLY WELLS NO. 9 and 10 CITY OF MERIDIAN, ADA COUNTY, IDAHO NOTICE TO PROCEED Date: Project: EDA No. 07-01-01600 You are hereby notified to commence work in accordance with the Agree- ment dated , 1976, on or before , 1976, and you are to complete the work within ( ) consecutive calendar days thereafter. The date of completion of all work is therefore 1976. CITY OF MERIDIAN, IDAHO By Don M. Storey Title ACCEPTANCE OF NOTICE Receipt of the above NOTICE TO PROCEED is hereby acknowledged by this the day of 1976. By Title 9 DOMESTIC WATER SUPPLY WELLS NO. 9 and 10 CITY OF MERIDIAN, ADA COUNTY, IDAHO 0 CERTIFICATE OF BIDDER REGARDING EQUAL EMPLOYMENT OPPORTUNITY EDA Project Number 07-01-01600 GENERAL In accordance with Executive Order 11246 (30 F.R. 12319-25), the imple- menting rules and regulations thereof, and orders of the Secretary of Labor, a Certification regarding Equal Opportunity is required of bidders or prospective Contractors and their proposed subcontractors prior to the award of contracts or subcontracts. CERTIFICATION OF BIDDER Bidder's Name Address Internal Revenue Service Employer Identification Number ' 1. Participation in a previous contract or subcontract. a. Bidder has participated in a previous contract or 1:1No ' subcontract subject to the Equal Opportunity Clause D Yes b. Compliance reports were required to be filed in ' connection with such contract or subcontract. , o Yes El No c. Bidder has filed all compliance reports required by Executive Orders 10925, 11114, 11246 or by regula- ' tions of the Equal Employment Opportunity Commission issued pursuant to Title VII of the Civil Rights Act D of 1964 . . . . . . . . . . . . . . . . . . Yes No ' d. If answer to Item c is "No", please explain in detail on reverse of this certification. I� 2. Dollar amount of bid $ 3. Anticipated performance period days. I ' 4. Expected total number of employees who will perform the proposed construc- tion 11 Form ED -119 (Rev. 6-73) II 0 • 1 1 5. Nonsegregated Facilities a. Notice to Prospective Federally -Assisted Construction Contractors 1 (1) A Certification of Nonsegregated Facilities, as required by the May 9, 1967, order (32 F.R. 7439, May 19, 1967) on Elimination of Seg- regated Facilities, by the Secretary of Labor, must be submitted to the recipient prior to the award of a federally -assisted construction contract exceeding $10,000 which is not exempt from the provisions of the Equal Opportunity clause. 1 (2) Contractors receiving federally -assisted construction contract awards exceeding $10,000 which are exempt from the provisions of the Equal Opportunity clause will be required to provide for the forwarding of 1 the following notice to prospective subcontractors for supplies and construction contracts where the subcontracts exceed $10,000 and are not exempt from the provisions of the Equal Opportunity clause: b. Notice to Prospective Subcontractors of Requirement for Certification of Nonsegregated Facilities 1 (1) A Certification of Nonsegregated Facilities, as required by the May 9, 1967, order (32 F.R. 7439,May 19, 1967) on Elimination of Segre- gated Facilities, by the Secretary of Labor, must be submitted prior 1 to the award of a subcontract exceeding $10,000 which is not exempt from the provisions of the Equal Opportunity clause. (2) Contractors receiving subcontract awards exceeding $10,000 which are 1 not exempt from the provisions of the Equal Opportunity clause will be required to provide for the forwarding of this notice to prospec- tive subcontractors for supplies and construction contracts where 1 the subcontracts exceed $10,000 and are not exempt from the provisions of the Equal Opportunity clause. ' C. Certification of Nonsegregated Facilities The federally -assisted construction contractor certifies that he does not maintain or provide for his employee any segregated facilities at any of 1 his establishments, and that he does not permit his employees to perform their services at any location, under his control, where segregated facil- ities are maintained. The federally -assisted construction contractor 1 certifies further that he will not maintain or provide for his employees any segregated facilities at any of his establishments, and that he will not permit his employees to perform their services at any location, under ' his control, where segregated facilities are maintained. The federally - assisted construction contractor agrees that a breach of this certifica- tion is a violation of the Equal Opportunity clause in this contract. As used in this certification, the term "segregated facilities" means any 1 waiting rooms, work areas, rest rooms and wash rooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dress- ing areas, parking lots, drinking fountains, recreation or entertainment 1 areas, transportation, and housing facilities provided for employees which Form ED -119 (Rev. 6-73) 1 341 ' are segregated by explicit directive or are in fact segregated on the basis of race, creed, color, or national origin, because of habit, local custom, or otherwise. The federally -assisted construction contractor agrees that (except where he has obtained identical certifications from proposed subcontractors for specific time periods) he will obtain identi- cal certifications in duplicate from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the ' provisions of the Equal Opportunity clause, and that he will retain the duplicate of such certifications in his files. The contractor will in- clude the original in his Bid Package. 6. Race or ethnic group designation of bidder. Enter race or ethnic group in the appropriate box: ' ❑ Negro ❑ Spanish American Q Oriental ❑ American Indian E]Eskimo ❑ Aleut ❑ White (other than Spanish American) Certification - The information above is true and complete to the best of my knowledge and belief. Name and Title of Signer Please Type) Signature Date 1 NOTE: The penalty for making false statements in offers is prescribed in 18 U. ' S.C. 1001. ' Form ED -119 (Rev. 6-73) 35 1 • • 7 II DOMESTIC WATER SUPPLY WELLS NO. 9 and 10 CITY OF MERIDIAN, ADA COUNTY, IDAHO Name of Prime Contractor UAL EMPLOYMENT OPP( GENERAL 07-01-01600 EDA Project Number In accordance with Executive Order 11246 (30 F.R. 12319-25), the imple- menting rules and regulations thereof, and orders of the Secretary of Labor, a Certification regarding Equal Opportunity is required of bidders or prospective contractors and their proposed subcontractors prior to the award of contracts or subcontracts. SUBCONTRACTOR'S Subcontractor's Name Address Internal Revenue Service Employer Identification Number 1. Participation in a previous contract or subcontract. a. Subcontractor has participated in a previous contract or subcontract subject to the Equal Opportunity Clause. [__1 Yes ID No b. Compliance reports were required to be filed in connection with such contract or subcontract. . a Yes E No c. Subcontractor has filed all compliance reports required by Executive Orders 10925, 11114, 11246 or by regula- tions of the Equal Employment Opportunity Commission issued pursuant to Title VII of the Civil Rights Act of 1964 . . . . . . . . . . . . . . . . . . . Yes F No 2. Dollar amount of proposed subcontract $ 3. Anticipated performance period days. 4. Expected total number of employees who will perform the proposed subcontract Form ED -120 (Rev. 6-73) 39 ' 5 I� 1 .1 1 1 9 0 Nonsegregated Facilities a. Notice to Prospective Subcontractors of Requirements for Certification of Nonsegregated Facilities (1) A Certification of Nonsegregated Facilities, as required by the May 9, 1967, order (32 F.R. 7439, May 19, 1967) on Elimination of Segregated Facilities, by the Secretary of Labor, must be submitted to the con- tractor prior to the award of a subcontract exceeding $10,000 which is not exempt from the provisions of the Equal Opportunity clause. (2) Contractors receiving subcontract awards exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity clause will be required to provide for the forwarding of this notice to prospec- tive subcontractors for supplies and construction contracts where the subcontracts exceed $10,000 and are not exempt from the provisions of the Equal Opportunity clause. b. Certification of Nonsegregated Facilities The federally -assisted construction contractor certifies that he does not maintain or provide for his employees any segregated facilities at any of his establishments, and that he does not permit his employees to perform their services at any location, under his control, where segregated facili- ties are maintained. The federally -assisted construction contractor certi- fies further that he will not maintain or provide for his employees any segregated facilities at any of his establishments, and that he will not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The federally -assisted construction contractor agrees that a breach of this certification is a violation of the Equal Opportunity clause in this contract. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, rest rooms, and wash rooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, creed, color or national origin, because of habit, local custom, or otherwise. The fed- erally -assisted construction contractor agrees that (except where he has obtained identical certifications from proposed subcontractors for specific time periods) he will obtain identical certifications in duplicate from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity clause, and that he will retain the duplicate of such certifications in his files. The subcontractor will include the original in his Bid Package. 6. Race or ethnic group designation of subcontractor. Enter race or ethnic group in the appropriate box: ❑ Negro 0 Spanish American ❑ Eskimo ❑ Aleut Form ED -120 (Rev. 6-73) ❑ Oriental r" 1American Indian ❑ White (other than Spanish American) 37 Certification - The information above is true and complete to the best of my knowledge and belief. Name and Title of. Signer (Please Type) Signature Date NOTE: The penalty for making false statements in offers is prescribed in 18 U. S.C. 1001. Form ED -120 (Rev. 6-73) 3P f DOMESTIC WATER SUPPLY WELLS iJCd 9 ra 1ti ' CITY OF MERIDIAN. ADA COUIM, Section 2 t GENERAL CONDIna . 'HUMUCAL 7lBN 2.01 Contract and Contract Documents 2.32 Mutual'1.$gtilty.-`nP 2.02 Definitions tr"tors _ 2.03 Additional Instructions and 2.33 SepAgwte Contr eeft Detail Drawings 2.34 Sutrae ' 2.04 Shop or Setting Drawings 2.35 2.05 Materials, Services and 2.36 ' 2.06 2.06 Facilities Contractor's Title to Material .37 2.37- 2.07 Inspection and Testing of 2.38 Qitl[n#%s :O€ `Ra'tlieytiR Materials 2.39 Land•'"aid' Alghts-of•-Vat ' 2.08 "Or Equal" Clause 2.40 General Guaranty 2.09 Patents 2.41 Goni3itti C�mditio 2,10 Surveys, Permits and Regulations _2.42 2.11 Contractor's Obligations 2.43 Rem 8sf�ams ' 2.12 Weather Conditions 2.13 Protection of Work and Property- 2.44 Emergency fOY - agiiCiiuL ' ' 2.14 Inspection 2,45 .: Minims Wages 2.15 Reports, Records and Data 2.46 Withholding Payments 2.16 Superintendence by Contractor 2.47 Payrolls and,Basic.Records ' 2.17 Changes in Work 2.48 Apprenrtltss est$ 2taim#es 2.18 Extras 2,49 YX- 2.19 Time for Completion and Liqui- dated Damages 2.54 2.20 Correction of Work 2.51 _ 2.21 Subsurface Conditions Found 2.52'--.; Different 2,53 �i ' 2.22 Claims for Extra Costs 2,54 2.23 Right of the Owner to Terminate or L:6i is r Contract 2,55 Othst ww'101i" ,ia sat3t ' 2.24 Construction Schedule and 2.56 SiRas. 2.25 Periodic Estimates 2.57 U",4**"a Payment to Contractor ' 2.26 Acceptance of Final Payment as Release 2.58 2.27 Payments by Contractor 2.60- 2.28 Contractor's and Subcontractor's 2.61 11EtC�i t, Bim, Insurance r 2.29 Contract Security 2,62 2.30 Additional or Substitute Bond �' 2.31 Assignments N Tz s 'r Regulations 2.49 Confilicting Conditions 2.41 Construction Schedule and � A Periodic Estimates 2.24 Contract and Contract Documents 2.01 Contract Security 2.29 Contract Termination 2.51 Contractor's and subcontractor's Insurance 2.28 Contractor's Obligations 2.11 Contractor's Title to Material 2.06 Correction of Work 2.20 Definitions 2.02 Employment of Local Labor 2.59 Equal Employment Opportunity 2.53 Extras 2.18 General Guaranty tit Sub ect Section ect� Acceptance of Final Payment 2.07. Mutual wespoodbauy of as Release 2.26 Coatract�irs '. Additional or Substitute Bond 2.30 Nath ai Rxsvots0<404t'rvnYiO6 Additional Instructions and Notic4'endtsf fa x Detail Drawings 2.03 "Or klual�e 4�. '" "Anti -Kickback" Provisions 2.60 Other- Trah'0004'140i4*tall, Apprentices and Trainees 2.48 Overtime R+ vArsn"ts Arthitect/Engineer Authority 2.35 Patents 2. Assignments 2.31 Paymeats.by {SdO for Changes in Work 2.17 Paymea to., *V Claims for Extra Costs 2.22 Payro]]b �. Clean 'Air Act 2.62 Prot -t mss. x Compliance with Copeland Regulations 2.49 Confilicting Conditions 2.41 Construction Schedule and Periodic Estimates 2.24 Contract and Contract Documents 2.01 Contract Security 2.29 Contract Termination 2.51 Contractor's and subcontractor's Insurance 2.28 Contractor's Obligations 2.11 Contractor's Title to Material 2.06 Correction of Work 2.20 Definitions 2.02 Employment of Local Labor 2.59 Equal Employment Opportunity 2.53 Extras 2.18 General Guaranty 2.40 Inspection 2.14 Inspection and Testing of Materials 2.07. Interest of Federal, State or quant cies az astsmate- I I 111� Reports, Records and Data 2. Required Provisions Deemed inserted s . 2.4: Right of Ownet-ta %mate Qan tr6at Time for dated Local Officials 2.54 Ui Land and Rights -of -Way 2.39 Materials, Services and U, Facilities 2.05 Minimum Wages 2.45 V Withholding of Payi I I I , I II 1 I 11 2.01 CONTRACT AND CONTRACT DOCUMENTS The Plans, Specifications and Addenda, hetes tet.7 3.01 of the EDA Supplemental General Conditions, tract, and the provisions thereof shall be as binds, wripq ,; as if they were herein fully set forth. The table of titles; �+ ings, running headlines and marginal notes contained herein and itt said 44oc � ments are solely to facilitate reference to various provisions of the Contract Documents and in no way affect, limit, or cast light on the interpretation of the provisions to which they refer. 2.02 DEFINITIONS The following terms as used in these General Cozutitfo', airs tJ defined as follows: a. "Contractor": A person, firm or corporation with whom this Coetract is made by the Owner (The Owner is referred to by EDA, is'other 4muments,`as the Grantee/Borrower). b. "Subcontractor": A person., firm or corporatioul,410 is"r a d -materials or only labor for work at the site of the'Prd(Sie- separate contract or agreement with, the Contractor. C. "Work on (at) the project": Work to be performed at the location of the project, including the transportation of materials and supplies to or from the location of this Project by employees of the Cotttraetor and any Subcontractor. ' d. "Apprentice": (1) A person employed and iaditti6 in a bona fide apprenticeship program registered vita the' of Labor, Bureau of Apprenticeship and Training, or`sith a ' ship agency recognized by the Bureau; or (2) a person in h of probationary employment as an apprentice in such an :app gram, who is not individually registered in the program*; ' certified by the Bureau of Apprenticeship and Training or, ship Council (where appropriate) to be eligible €or=grobi�it as an apprentice. e. "Trainee": A person receiving on-the-'Jobtragi occupation under a program which is approved (but not ne" by the U. S. Department.of Labor, Manpower Administratiott� ' ship and Training, and which is reviewed from time to time Administration to insure that the training meets adequatef; ' 2.03 ADDITIONAL INSTRUCTIONS AND DETAIL DRAWINGS The Contractor will be furnished additional'J#*. drawings as necessary to carry out the work iwcliy% I C The additional drawings and instructions thug svPPl '6► will coordinate with the Contract Documents., The Contra or shad is y out- detail drawings and instructions. ' the work in accordance with the additional The Contractor and the Architect/Engineer will prepare jointly (a) a schedule, fixing the dates of which special detail drawings will be required, such`dtawings if any, to be furnished by the Architect/Engineer in accps4*aee with laid•=►eda ule, and (b) a schedule fixing the respective dates 'for .sabe WUri of--� drawings, the beginning of manufacture testing and intt,4_latds�ti of iald� supplies and equipment, and the completion of the various- On such schedule to be subject to change from time to " ' progress of the work. ' 2.04 SHOP OR SETTING DRAWINGS ' The Contractor shall submit promptly to the Arehit4*W. two UY copies of each shop or setting drawing prepared in Acd 0 kAdzh.111tU'*dh;d� predetermined as aforesaid. After examination of suaiti 4*t 'A %WY Stir Engineer and the return thereof, the Contractor shall m 'bbC�l-fseLr`e tllolo ' the drawings as have been indicated and shall furnish the-Architect/Lnginaer with' two (2) corrected copies. Regardless of corrections made in or.approval given to such drawings by the Architect/Engineer, the Contractor,will nevertheless be ' responsible for the accuracy of such drawings and for their conformity to the Plans and Specifications, unless he notifies the Archit itieut, in,xrsiti� - of any deviations at the time he furnished such drawigg{t: `4 ' 2.05 MATERIALS, SERVICES AND FACILITIES ' It'is understood that, except as otherwise specifically stated in the Cori - tract Documents, the Contractor shall provide and pay for all materials, labor, tools, equipment, water, light, power, transportation, sut$e`#ntende=,e,.L6st 11 II construction of every nature, and all other serviqes-at ture whatsoever necessary to execute, complete, and`de specified time. No materials or supplies for the work she or by any Subcontractor subject to any chattel sale contract or other agreement by which an';I The Contractor warrants that he has good title by him in the work is free from all liens, cls I 1 2.07 INSPECTION AND TESTING OF MATERIALS F, All materials and equipment used in -the const#uct9tin.:pi' shall be subject to adequate inspection and testing accepted standards. The laboratory or inspection agency sik1 by the Owner. The Owner will pay for all laboratory i pect$" direct, and not as a part of the Contract. Materials of construction, particularly those -upon .��. and durability of the structure may depend, shall be st"Oet .4F and testing to establish conformance with ice for intended use. 2.08 "OR EQUAL" CLAUSE Whenever a material, article or piece of equipmet the Plans or in the Specifications by reference,to a dors' names, tradenames, catalogue numbers, etc:, it 1 to establish a standard, and any material, article, at manufacturers and vendors which will perform adequatel by the general design will be considered equally accep material, article, or equipment so proposed is, in the Architect/Engineer, of equal substance and function.< purchased or installed by the Contractor withoat the'.A written approval. 2.09 PATENTS The Contractor shall hold and save the Owner and servants, and employees harmless from liability of any eluding cost and expenses for, or on account of, any p invention, process, article or appliance manufactured``= formance of the contract, including its use by the Owti be> select�id . service its officers, agente, nature. or kind, lar, specifically stipulated in the contract documents. p �e License or Royalty Fee: License and/or Royalty Fees`d! tie ase of a process which is authorized by the Owner of the project wAst`be reason- able, and paid to the holder of the patent, or his authorised licensee, direct by the Owner and not by or through the Contractor: - If the Contractor uses any design, device or mater letters, patent or copyright, he shall provide for �! " agreement with the Owner of such. patented or ea ri h p py $ toc � or material. It is mutually agreed and understood tb r tion, the contract prices shall include all royalt from the use of such design, device or materials, fn} ate upqu� r in the work. The Contractor and/or his Sureties-shttlY` _ t t nt pa�� save harmless the Owner of the project from any and`=aU,104s` by reason of the use of such patented or copyrighted des„ce wr 9 or any trademark or copyright in connection with work agreed, to be perfe under this contract and shall indemnify the Owner for any cost, expense damage which it may be obliged to pay by reason of such latfTilrYght at: during the prosecution of the work or after co®p2et#xin.dtF ' aiC 2.10. SURVEYS, PERMITS AND REGULATIONS a Unless otherwise expressly provided for in this Cc furnish to the Contractor all surveys necessary for the The Contractor shall procure and pay for all permits',jI necessary for the execution of his contract. The Coati all laws, ordinances, rules, orders, and regulations,ZA of the work, the protection of adjacent property and ti ways, guard fences or other protective facilities. 2.11 CONTRACTOR'S OBLIGATIONS The Contractor shall and will, in good workmanlike manner, do and j all work and furnish all supplies and materials, machinerp, equipt, ties and means, except as herein otherwise expressly-'spocifl ,,- proper to perform and complete all the.work required by tlitbF, I the time herein specified, in accordance with the-pr6vi*t,of ia= and said Specifications and in accordance with the Plsns•if 06 this Contract and any and all supplemental plans aYril-dr, Yq$4itl1l�+ with the directions of the Architect/Engineer as"given from time,'to timA the progress of the work. He shall furnish, erect, aaintaln and remove construction plant and such temporary works as may required. `-The Ca shall observe, comply with, and be subject to all teres, ;60" 14'* Ydll ments, and limitations of the Contract and Specifications on, and complete the entire work to the satisfaction of .4 604t °g and the Owner. 2.12 WEATHER CONDITIONS In the event of temporary suspension of work, or daring or whenever the Architect/Engineer shall direct,,the Contxao cause his Subcontractors to protect carefully his and their,•+ against damage or injury from the weather. Ifo in the ti .Engineer, any work or materials shall have been damaged failure on the part of the Contractor or any of his.Subr, his work, such materials shall be removedandreplaced at MU Contractor. s_a form Ag Iftleareat "Other, or lis od '.!... y1, w nis ouly autnorizea representative. In case of an emergency which threatens lose or 1�3 s safety of life, the Contractor will be allowed to act, withou tions from the Architect/Engineer, in a diligent manner. He Architect/Engineer immediately thereafter. Any claim for com Contractor due to such extra work shall be promptly submitted Engineer for approval. Where the Contractor has not taken action but.has voUf3 Engineer of an emergency threatening injury to parsaA adjoining property, he shall act as instructed or authorded Engineer. The amount of reimbursement claimed by the Contraetor:ci emergency action shall be determined in the manner provided` pious inatruc— notify the ion by the the General Conditions. 2.14 INSPECTION The authorized representatives and agents of the $don093c Devel.opm Administration shall be permitted to ins act all wo k t i 1 r r , me or a s, payro,ls,, records of personnel, invoices of materials, and other relevant data and're,r cords. 2.15 REPORTS, RECORDS AND DATA F The Contractor shall submit to the Owner such schedule of quantities and costs, progress schedules, payrolls, reports, estimates, records and other data. as the Owner may request concerning work performed or to be performed under this contract. 2.16 SUPERINTENDENCE BY CONTRACTOR At the site of the work, the Contractor shall emple�r it, = > y a dent or foreman who shall have full authority to act. -for understood that such representative shall be iteceTsCah3e"`tes:iY,;'ae',..ri,ar.�srA, 2.17 CHANGES IN WORK ' No changes in the work covered by the made without having prior written approval the work covered by the approved change sha combination of the following methods: To the cost under 2.17c, there shall be added a f1xe4,f ,, to -10 *grew, upon but not to exceed fifteen percent (15%) of the estimated 'thit**Irk& fee shall be compensation to cover the cost of supsra*kQft'*'-1"' i profit, and any other general expenses. gyp: 2.18 EXTRAS Without invalidating this Contract, the Owner may ;order extra work of Live kind bid upon or make changes by altering, adding to vr._d ct4t from t ,work the contract sum being adjusted accordingly, an& e � df a 'tnrsty t first obtained where necessary or desirable. All the Wont mar. 1E aad= ep�ft shall be paid for at the price stipulated in the PrOpdsaly 3'aeD -fmr a extra work or materials shall be allowed unless the wank-iw 01614 regi Set :wt�tt by the Owner or its Architect/Engineer, acting officially f6r4-tbe ADWnef", azul the price is stated in the order. 2.19 TIME FOR COMPLETION AND LIQUIDATED DAMAGES It is hereby understood and mutually agreed, by end 'b0womm-thaut�tact€ ` f\ and Owner, that the date ofthebeginning and the 't ;#tly � le *0 f In this Contract of the work to be done.hereunder areE ^�r this Contract; and it is further mutually understood a bak"r!N! rpwwk embraced in this Contract shall be commenced on a dat+e'ip;5s Bii+ld. fiti tats Notice to Proceed. The Contractor agrees that said work shall be 11 ' between the Contractor and the Owner, that the time for the completion of the work described herein is a reasonable time for the completion of the same, taking into consideration the average climatic range and usual industrial condi— ' tions prevailing in this locality. ' If the said Contractor shall neglect, fail or ref oas to e?tlb4pYete -°:mph within the time herein specified, or any proper extensie�s thyneeof 'gted,b this nt' owner, then the Contractor does hereby agree, as a part coitsidd4itlon tom it#i1" awarding of this Contract, to pay to the Owner the amount specified in this ' Contract, not as a penalty but as liquidated damages for such breach of Contract as hereinafter set forth, for each and every calendar day that the Contractor shall be in default after the time stipulated in this Contract for eaaple tag.- ' the work. The said amount is fixed and agreed upon by andl beC -tb ik:*Mft*"tnr ' the Owner because of the impracticability and extreme diff of fixii , ascertaining the actual damages the Owner would in such event sustain, and said amount is agreed to be the amount of damages which the Owner would sustain and said amount shall be retained from time to time by the Owner from current periodical estimates. It is further agreed that time is of the essence of a h"amd . portion - of this Contract and of the Specification wherein -a defibi andaartai0. iang o£ time is fixed for the performance of any act whatsosarwv a ad-Who,a uxidike,ttia contract an additional time is allowed for the let'off '" Rta►�'=z romp ' time limit fixed by such extension shall be of the essence of this contract. Provided, that the Contractor shall not be charged with liquidated dafagee or any excess cost when the Owner determines that the Contractor is without fault and the Contractor's reasons for the time extension are acceptable to the (baser; ' Provided further, that the Contractor shall not be charged ;with liquUated damages or any excess cost when the delay in completion q# a k is 4160: a. To any preference, priority or allocation ord1R Government; III ' b. To unforeseeable cause beyond the control and without the fault or negligence of the Contractor, including but not restricted.to, acts of God, or the public enemy, acts of the Owner, acts of another Contractor in the per- formance of a contract with the Owner, fires, floods, epidemica,. quarantine restrictions, strikes, freight empargoes, and severe weathir;, ,, c. To any delays of subcontractors or auppl3era pee�la€dcipltppd bjr 00y,o" causes specified in the subsections a and b of- this article; ided further, ' that the Contractor shall, within ten (10) days from the beginning, of such II, delay, unless the Owner shall grant a further period of time -prior to the date ' of final settlement of the contract, notify the Owner, is wrUl' of'Che t of the delay, who shall ascertain the facts and extent of the•d*lay srid not8fy the Contractor within a reasonable time of its deci;ion ,1t-` ylistter.,, 11 I� 2.23 RIGHT OF THE OWNER TO TERMINATE CONTRACT In the event that any of the provisions of this jtW the Contractor, or by any of his Subcontractors, ihe'Owa notice upon the Contractor and the Surety of its "rino Contract, such notices to contain the reasons for sv h; this Contract, and unless within ten (10) days a€ter`the upon the Contractor, such violations or delay shall cea arrangement or correction be made, the Contract s#ai1;'ti said len (10) days, cease and terminate. In the event m the Owner shall immediately serve notice thereof upon ti tractor, and the Surety shall have the right to tl&m-,Vsk 2.20 CORRECTION OF WORK All works, all materials, whether incorporated in't}to`^rdxtk"or" not": all ` processes of manufacture, and all methods of coastruetio ehal3•be aC i%L-Cases z ter,; and places subject to the inspection of the Arehitact# 'aheiil lin, final judge of the quality and suitability ,of the Fio7rk, pro4mss vsi" .coati manufacture, and methods of construction for the purposli*'fettdor pi used. Should they fail to meet his approval they shall `f�'�h'� zsp x structed, made good, replaced and/or corrected, as thecase , by th3 Contractor at his own expense. Rejected material shall 141ftediately be rived from the site. If, in the opinion of the Arthitect/Engineer; =•it . andeaYffiai '^ p ' = to replace any defective or damaged materials or to racat4stratar tort t` r portion of the work injured or not performed in accordance wittn.these CaAtr$sdt. Documents, the compensation to be paid to the Contraeto�^' t`!S'tmdtt_- moi" reduced by such amount as in the judgment of the Archite %arer sh Fbe '' equitable. 2.21 SUBSURFACE CONDITIONS FOUND DIFFERENT Should the Contractor encounter subsurface and/or latent conditions at tine'. site materially differing from those shown on the Plans or; iicatterd la ,ties Specifications, he shall immediately give notice fio the AshttegYggif such conditions before they are disturbed.—The Arehitoi:. � promptly investigate the conditions, and if he finds that 'w �4sYlaiy`,i from those shown on the Plans or indicated in the Spec%€ once make such changes in the Plans and/or Specifieatians us`U ,f @ ose sary and any increase or decrease of cost resulting fromr ovgh�dhaogee to be adjusted in the manner provided in Section 2.17 of the 0teL'xtl Coizditiions 2.22 CLAIMS FOR EXTRA COSTS No claim for extra work or cost shall be allatted s>'a inursuance of a written order of the Architect% P s�Bi�ksL*`ia as aforesaid and the claim�.` presented with the first hat$n91te4• efits r tine ciyangett`" ' or extra work is done. When work is performed under the Tera* of Section 2.17c of the General Conditions, the Contractor shall furnish satisfactory bills, payrolls, and vouchers covering all items of cost and when requested by the Owner, give the Owner access to accounts relating thereto.=: ^V 2.23 RIGHT OF THE OWNER TO TERMINATE CONTRACT In the event that any of the provisions of this jtW the Contractor, or by any of his Subcontractors, ihe'Owa notice upon the Contractor and the Surety of its "rino Contract, such notices to contain the reasons for sv h; this Contract, and unless within ten (10) days a€ter`the upon the Contractor, such violations or delay shall cea arrangement or correction be made, the Contract s#ai1;'ti said len (10) days, cease and terminate. In the event m the Owner shall immediately serve notice thereof upon ti tractor, and the Surety shall have the right to tl&m-,Vsk Contract. Provided, however, that if the Surety does ttot?Cg formance thereof within ten (10) days from the date of tLs"j Surety of notice of termination, the Owner maytake biter'<Sht the same to completion by contract or by force accormt fort the expense of the Contractor and the Contractor and his Sut to the Owner for any excess cost occasioned by the Owner the event the Owner may take possession of and utilize In cvmplt material, appliances, and plant as may be on the site of the therefor. 2.24 CONSTRUCTION SCHEDULE AND PERIODIC ESTIMATES xis ,aii� &count 8t shall be ' and in Immediately after execution and delivery of this Contract, and before the first partial payment is made, the Contractor shall deliver to the Owner;an ' estimated construction progress schedule in form satisfactory to'the Owmesr, showing the proposed dates of cam encement and completUa. of erchrof the Vii, subdivisions of work required under the Contract Docstwenta ai'the antiespst+ad '; '' amount of each monthly payment thatwillbecome Atte 1bW rAVt*r tal with the progress schedule. The Contractor shall:4lsd 14r"�W, ft5rgt supplied by the Owner (1) a detailed estimate giving a" cotl$te iizeakdowa t4f` t ''' contract price, and. (2) periodic itemized estimates of. work dtirre. fear the-zpti#pos ; of making partial payments thereon. The cost employed in making up any of'these schedules will be used only for determining the basis of partial payment and will not be considered as fixing a basis for additions to or, deductions from -th*' contract price. ; 2.25 PAYMENT TO CONTRACTOR No later than the tenth (10th) day of each calendar month, the Owner shall make a progress payment to the Contractor on the basis of a duly certified and approved estimate of the work performed during the preceeding calendarmonth under this Contract. To insure proper performance of this.Contfact, the`:Ownwr. '. shall retain ten percent (10%) of the amount of each estf ec t {1 finAy cost- pletion and acceptance of all work covered by this Con antes' In preparing estimates, the material del vete# on t iY kif14"Yiyp s f work done may be taken into consideration. All material and work covered by partial payments made shall thereupon become the sole property of the Owner, but this provision $hall not be construed as relieving the Contractor from the sole responsibility for 'tlw care and"pry tection of materials and work upon which payments';have belti..mtde-nr theest4le� tion of any damaged work, or as a waiver of the right of the rage#3sse fulfillment of all the terms of this Contract. The Contractor agrees that he will indemni from all claims growing out of the lawful demar, workmen, mechanics, materialmen, and furnishers equipment, power tools, and all supplies includ furtherance of the obligations of the nature he ,F paid, discharged, or waived. If the Contractor fails to do se, then the owner may, after having served written notice on the said ContrActor� either pay unpaid bills, of which the Owner has written notice, direct, orwithhold from the Contractor's unpaid compensation a sum of money deema re*onably suffict'"ti ' to pay any and all lawful claims until satisfactory evsdencm is futaish" tbat, all liabilities have been fully discharged whereuon a '$ p t to. t#ie C6n'iteC4s , shall be resumed, in accordance with the terms of this r4r t. but in tNb,tonsgC shall the provisions of this sentence, be construed: to fie., sit Dbkigateus ' upon the Owner to either the Contractor or his Surety. In paying any unpaid bills of the Contractor, the Owner shall be deemed the agent of the Contractor, and any payment so made by the Owner, shall be considered as a payment made under the contract by the Owner to the Contractor, and the Owner shall not be liable to the Contractor for any such^pmt monde in goad ' faith. 2.26 ACCEPTANCE OF FINAL PAYMENT AS RELEASE The acceptance by the Contractor of final payment shall be and shall operate as a release to the Owner of all claims, and all liability to the Contractor for ' all things done or furnished in connection with this work sial for every Oct ,and neglect of the Owner and others relating to or arising;,pg1'df this wori. ,No payment, however, final or otherwise, shall operate to Y the Cantraettsr ' his Sureties from any obligation under this Contract or PeYfLu~ldanCg-gam , Payment Bond. r�T ' 2.27 PAYMENTS BY CONTRACTOR The Contractor shall pay (1) for all transportation and utility.sar ic,4, ' not later than the twentieth (20th) day, of the calendar- fo; which services are rendered, (2) for all materials,;t equipment to the extent of ninety Percent (X) offie'deb�a Ewa Lit �, x►d ` ' than the twentieth (20th) day of the calendar month fall "�.'in.�. r•. materials, tools and equipment are delivered at the site°oil pgajeet atul ths'" balance of the cost thereof not later than the thirtieth (3Oth)+day, fol lcving the completion of that part of the work in or on which such materials, tools, ' and equipment are incorporated or used, and (3) to each of his subcontractors,, not later than the fifth (5th) day following each payment to theContracteX, the;; respective amounts allowed the Contractor on account of; thsE: a ' his subcontractors to the extent of each subcontsaetorm. p �;� "ro► "., 4 2.28 CONTRACTOR' S AND SUBCONTRACTOR' S INSIiR1NC$ ` v *- ' The Contractor shall not commence work under this tbutrret`tii ha ltss. obtained all the insurance required under this paragraf ' been approved by the Owner, nor shall the Contractor . �:, ilae commence work on his subcontract until the insuranse: has been so obtained and approved: *- + y Y � T 'T ki'i�esYmalu.sniiX=is 11 'w } ry J 1 a. Compensation Insurance. The Contractor ,ha tain during the life of this Contract Workmen's.,p. requiredby applicable State or territorial law for engaged in work at the site of the Project under thi any such work sublet, the Contractor shall require t to provide Workmen's Compensation Insurancefor all be engaged in such work unless such employees are, co afforded by the Contractor's Workmen's Compensation class of employees engaged in hazardous work on the is not protected under the Workmen's Compensation St provide and shall cause each subcontractor to provid insurance for the protection of such of his employee protected. b. Contractor's Vehicle Liability Insurance. The Contractor shall pi during the life of this contract Contractor's Public tractor's Property Damage Insurance and Vehicle Liabi amounts specified in Section 3.03 of the EDA Suppleme his Subcontractors to procure and to maintain during tract, Subcontractors Public Liability and Property Liability Insurance of the type and in the amounts a the EDA Supplemental General Conditionsspecified. in (2) insure the activities of his Subcontractors in h subparagraph b hereof. atarance And A sha ll maintain Inserafue,"°GkbA- }_ uraftee in t%e section d. Scope of Insurance and Special Hazards. The I# mired° subparagraph b and c hereof shall provide adequate protactfimfdt"the Contra and his Subcontractors, respectively, against damage claims which may arise ; operations under this Contract, whether such operations be by the insured or any one directly or indirectly employed by him and, also against any of the special hazards which may be encountered in the performances of this Coutrluet enumerated in Section 3.03 of the EDA Supplemental Genar-*V 3s4ftts. e. nuiiaer-s K15K insurance trire ano nxreuuea w�vgt a Zc shall procure and shall maintain during the life of this Atnttf*t`:,WU Insurance (Fire and Extended Coverage) on a 100 percent (1002) 0*1et4 basis on the insurable portion of the Project. The Owner, -the CoptrAat Subcontractors (as their interests may appear) shall be nomidd a the It 'f. Proof of Carriage of Insurance., The Co+ with certificates showing the type, amount, ¢las: tive dates and dates of expiration of policies, contain substantially the following statements: certificate will not be cancelled or materially, days written notice has been; received by the`Own Is f The Contractor shall furnish a Performance Bond- in as=t:at #fisK to one hundred percent (100X) of the contract price, as sodutii r. e „ ttte� f r�ui performance of this contract and also a Payment Bond in-aisaeoFt#t` sp^gK dual to b hundred percent (100X) of the contract price as seeurity'$m #ke $tyment of aC3i`' persons performing labor on the project under this contract and furnishing materials in connection with this contract. The Performance Bond and Payment Bond may be in one or in separate instruments in accordance with local laws. Before final acceptance, each bond must be approved by the Eebtiomlc;Development Administration. wa- 2.30 ADDITIONAL OR SUBSTITUTE BOND ,4' p, If at any time the Owner for justifiable cause, #hall'be t: satisfied with the Surety or Sureties for the Performauce-and/ot7 Payment Bonds, the Contractor shall within five (S) days after notice from the Ow or to do soy substitute an acceptable bond (or bonds) in such form and.smr an signed b�►`snch:¢ ;. other Surety or Sureties as may be satisfactory to:tha (Bnert°:The%pf oft x= such bonds shall be paid by the Contractor. No further . �� due nor shall be made until the new Surety or Sureties ah4al hsv9ssh ssrcatE`; an acceptable bond to the Owner. ; 2.31 ASSIGNMENTS The Contractor shall not assign the whole or any part>,ef'.tlo Contract any moneys due or to become due hereunder without -written t6nseit df_tlteDiv In case the Contractor assigns all or any part of any money% dam` ''tp hs0gM due under this Contract, the instrument of assignment ahail- hiteiae:a el**" stantially to the effect that it is agreed that the =right s*f 60>4 a SIT to any moneys due or to become due to. the Contractor shall=be'suhject tb'pri claims of all persons, firms and corprations for service#-rrtnderad;*r arstit supplied for the performance of the work called for in this C.ontr`aos, 2.32 MUTUAL RESPONSIBILITY OF CONTRACTORS If, through acts of neglect on the part of the Contra* CW' tractors or any Subcontractor shall suffer loss of da64ga aq w agrees to settle with such other Contractor or Subeontrietot fr bitration if such other Contractor or Subcontractor will so se' Contractor or Subcontractor shall assert any claim against :the of any damage alleged to have been sustained, the Owner shall i who shall indemnify and save harmless the Owner against amW iw, 2.33 SEPARATE CONTRACTS The Contractor shall coordinate his operations +aitti Cooperation will be required in the arrangement for the stv*;*$% the detailed execution of the work. The Gontractor,,inclu4U If such other on account Lhs Goatractaar., .,, 11 U P A shall keep informed of the..progress and the detail Nor15 Qf't':�ACLiHEto&s i shall notify the Architect/ Engineer immediately of ilfae5tr tfrsd workmanship on the part of other Contractors. Fal,lute ai' a t ttractor to �$ informed of the work progressing on the site and failure £o-gAve Uotice k, of l of progress or defective workmanship by others shall ba construed as aeseptascaj by him of the status of the work as being satisfactory for proper coordt"t-.jon with his own work.> i4 2.34 SUBCONTRACTING w< The Contractor may utilize the services of specialty Subcontractors' on those parts of the work which, under normal contracting practices, are performed by specialty Subcontractors. The Contractor shall not award any or to sep Sti' written approval of the Owner, which approval will nol tractor submits to the Owner a written statement conc4 to the Subcontractor, which statement will contain sat may require. The Contractor shall be as fully responsible'to,1 omissions of his Subcontractors, and of persons eithei employed by them, as he is for the acts.and omissions by him. The Contractor shall cause appropriate pr contracts relative to the work to bind Subcout. terms of the General Conditions and other Cont'. to the.work of Subcontractors and to give the terminating any subcontract that the Owner may any provision of the Contract Documents. Nothing contained in this Contract -shall between any Subcontractor and the Owner. 2.35 ARCHITECT/ENGINEER AUTHORITY The Architect/Engineer shall give all orders:andk under this Contract and Specifications relative t6;tba The Architect/Engineer shall determine the amount', 4"" fitness of the several kinds of work and materials"wh this Contract and shall decide all questions which'may work and the construction thereof.- The Architectltng cisions shall be final and conclusive, except as he"A provided. In case any question shall arise betwdeiit.J:- to said Contract or Specifications, the determinst ob- Engineer shall be a condition precedent to the riot B any money or payment for work under this Contract'.affa any extent by such question. actor undse. The Architect/Engineer shall decide the meaning and intent of iuW portion of the Specifications and of any Plan or Drawings where the same may be found ob- scure or be in dispute. Any differences or conflicts in regard to their work which may arise between the Contractor under this Contract and other>Contractors--performing work for the Owner shall be adjusted and determined by the 'Architect /Engineer. 2.36 STATED ALLOWANCES The Contractor shall include in his proposal the cash allowances stated in Section 3.02 of the EDA Supplemental General Conditions. The Contractor shall purchase the "Allowed Materials" as directed by the owner on the basis of :the lowest and best bid of at least three competitive bids. If: the' -actual price for purchasing the "Allowed Materials" is more or less than the "Cash Allowance," the contract price shall be adjusted accordingly. The adjustment in contract price shall be made on the basis of the purchase price without additional charges for overhead, profit, insurance or any other incidental expenses. The cost of installation of the "Allowed Materials" shall be -included -in the applicable sections of the contract specifications covering this work.; 2.37 USE OF PREMISES AND REMOVAL OF DEBRIS The Contractor expressly undertakes at his own expense: a. To take every precaution against injuries to persons or damage to pro- perty. b. To store his apparatus, materials, supplies and equipment in such orderhy fashion at the site of the work as will not unduly ;interfere 'with the progress of his work or the work of any other Contractors; C. To place upon the work or any part thereof only such loads as are con- sistent with the safety of that portion of the work; d. To clean up frequently all refuse, rubbish, scrap materials and debris caused by his operations, to the end that at all times the :site of the work shall present a neat, orderly and workmanlike appearance; e. Before final payment to remove all surplus material, -falsework, tem- porary structures, including foundations thereof, plant of ally description and debris of every nature resulting from his operations, and to put the site in a neat, orderly condition; .f. To effect all cutting, fitting or patching of his work *requited to mate the same to conform to the Plans and Specifications and, except:with the consent of the Architect/Engineer, not to cut or otherwise alter the waft of any, Other Contractor. 2.38 QUANTITIES OF ESTIMATE Wherever the estimated quantities of work to be done and materials to be furnished on a unit price basis under this Contraet.sre shown in any of tine Documents including the Proposal, they are given for use in ging.$ dg,"and 2.41 CONFLICTING CONDITIONS Any provision in any of the Contract ] inconsistent with any of the paragraphs in void to the extent of such conflict or inc( 2.42 NOTICE AND SERVICE THEREOF Any notice to any Contractor from the t Contract shall be in writing and considered - completed, when said notice is posted, by cc said Contractor at his last given address, t tractor or his authorized representative on 2.43 REQUIRED PROVISIONS DEEMED INSERTED Each and every provision of law and clause requirel in this Contract shall be deemed to be insertedhe'ein, be read and enforced as though it were included harela ' or otherwise any such provision is not inserted, or is q then upon the application of either party this Contra";, physically amended to make such insertion or c^axrd. i -f{ ' 2.44 SAFETY AND HEALTH REGULATIONS FOR coNSTRfICT m ' In order to protect the lives and health of his tract, the Contractor shall comply with all pertt fit£ 1444bitts 'w4 Work Hours and Safety Standards Act, as amended, t�.h , ' tion Safety Act as pertains to health and safety s00at scam s a3rt>s an accurate record of all cases of death, occupational disaosa, ani 140"_ requiring medical attention or causing loss of time from eaot'k, arising--out of ' and in the course of employment on work under the contract. The Contractor alone shall be responsible for the adequacy of his plant, appliances and methods, and for a d�egeabicdl meq+ ; result from their failure or their Improper con a't}t°„�� ' 2.45 MINIMUM WAGES h All mechanics and laborers employed or working upon the site of the work, or under the United States Housing Act of 1937, or undar the Housing Act of 194 ' in the construction or development of this Project, viii be VW Cor iticonally and not less often than once a week, and without aubsngs t �� *^r=' on any account (except such payroll deductions as are IpOftttted-bjr regplit plig ' issued by the Secretary of Labor under the Copeland Act i$rkaFTC 3�1)n ,' full amounts due at time of payment computed at wage. ztrdFtr�° NwR`�iWer contained in the wage determination decision of the SecYetarS o€ tesbar wicil ie'' ' attached hereto and made a part hereof, regardless of any contractual relation—' ship which may be alleged to exist between the Contractorand Subcoatractor and such laborers and mechanics and the wage determination detfaio4%akall.be dated by the Contractor at the site of the work in a pvftIt *tv 4 1Ee etc reke ' easily seen by the workers. For the purpose of this elaalae* i 'r or costs reasonably anticipated under Section 1 (b) {gj: 8an►3s-aciise� Ant d behalf of laborers or mechanics are considered pages pa#k;.tn �4aht►tt'f ds.. ,_,,; mechanics, subject to the provisions of 29 CFR 5.5'{a) Also for the purpose of this clause, regular contributions made or 06star incurred for more than a weekly period under plana, funds,"ot j"Krsks; bat covering the particular weekly period, are deemed to be t66*trnetively 644 6r incurred during such weekly period. The Owner shall require that any class of labiarira,4*� apprentices and trainees, which is not listed 1A the wv%w tine i which is to be employed 'under the contract;- shall be cia�tldiiA9 conformably to the wage determination and a report'of the �i t`'�en ill b�T s ` sent by the Federal agency to the Secretary of Labor'. itY-� �. parties cannot agree on the proper classification oar `�»ag£d•pspp r i cular class of laborers and mechanics, including appreatic"Old,t. tea; used, the question accompanied by the recommeftdatiqwoflthiE shall be referred to the Secretary for final detetmigatiet T ' The Owner shall require whenever the minimum, Contract for a class of laborers or mechanics intlades s.ge btiePtt>�# not expressed as an hourly wage rate and the contract itY`_' *t -be pay a ' cash equivalent of such a fringe benefit, as hourly tas#t itptlettt Ctdtri" n i So� f2 yr established. In the event the interested parties cannot atrt a 04s�-ag8lWF- c' lent of the fringe benefit, the question, acc�tpaaied lww-4f tho s Owner, shall be referred to the Secretary of Labor 'for dearaSl3sou. If the Contractor does not make payments to a trt'tlot' air tits k'� y may consider as part of the wages of any laborer or :AW,r reasonably anticipated in providing benefits uoder'; js16 of pg i"�^ expressly listed in the wage determination decision of [t;.$ik 7C ty lot. is a part of this contract; provided, however, the��Seer �bf idbor Liman ' upon the written request of the contractor, that the a;xplioabl8 standards'gi'th8' Davis -Bacon Act have been met. The Secretary of Labor may require the Contractor to set aside in a separate account assets for the meeting of obligations under the -pian or program. ' The Contractor agrees to comply with Ifaecutive AGrdat�u 1971, and any other Executive Order, statute, or regulates r X41 ization of wages and prices in the construction industry:`, ' 2.46 WITHHOLDING OF PAYMENTS The Economic Development Administration may withhold Dr 4ausa'-to ba aitL ld from the Contractor so much of the accrued payments ' necessary to pay laborers and mechanics, including by the Contractor or any Subcontractor on the cttrrk, by the contract. In the event of failure to pay any ' any apprentice or trainee employed or working on the site of the siork or Au46r the United States Housing Act of 1937 or under the Housing Act o( 1949 in the Gopstrut— tion or development of this Project, r all or part of the wagas rez sired by`,t#bia ' Contract, the Economic Development Administration may, after written aatice to the Contractor, sponsor, applicant or Owner, take such acticat[`a� iteca88aty .igF cause the suspension of any further payment, advance, or. $#t`_o!•. urtti ".; such violations have ceased. 2.47 PAYROLLS AND BASIC RECORDS Payrolls and basic records relating thereto will be viaintained during the . course of the work and preserved for a,period of three Q jOars. e�esftlir 8gtr , 1 all laborers and mechanics working at the site of the Voila or under the On_Xjt States Housing Act of 1937 or under the Housing Act of I9d tilt tpps y or development of the project. Such records wiii-conts'.tbir`:� each employee, his correct classification, rates'of:pay (Oriirgtrt.o# ' butions or costs anticipated of the types described in S t:ton I'(tr) Davis -Bacon Act), daily and weekly number of hours worked, ^A"04tiefte =ade actual wages paid. Whenever the Secretary of Labor has fotd uttder.29 <:Fh 5.,x ' (a) (1) (iv) that the wages of any laborer or mechanic ietCiirda� ttaabmtetof r` costs reasonably anticipated in providing benefits di.p S. in Section 1 (b) (2) (B) of the Davis -Bacon Aat the records, which show that the commitment to provide each --A M ' that the plan or program is financially responsible; t4Adr` has been communicated.in writing to the laborers oz,m�ftE�yo w _ records which show the costs anticipated or the actutxi p �'• #i L� •r. � ing such benefits. / v. J The Contractor will submit weekly a copy of alI'-1 Development Administration if the agency is a party al agency is not such a party, the Contractor will submit cant, sponsor or Owner, as the case may be for triaW opment Administration. The Copy shall be accompanied E employer or his agent indicating that the payrolls arm the wage rates contained therein are not less than the of Labor and that the classifications set forth for es with the work he performed. A submission of a 'Veekiy which is required under this Contract and the Copeland of Labor (29 CFR Part 3) and the filing with the"initi payroll of a copy of any findings by the Secretary oil' shall satisfy this requirement. The Contractorshall mission of copies of payrolls of all Subcontractors:':" records required under the labor standards_ clause'ot t spection by authorized representatives of the Zeonoftis and the Department of Labor, and will permit such';T' employees during working hours on the job. 2.48 APPRENTICES AND TRAINEES Apprentices will be permitted to work as such on1 individually, under a bona fide apprenticeship prosr"; apprenticeship agency which is recognized by the Bvrest Training, U. S. Department of Labor; or if no such recc State, under a program registered with the Bureau of Al U.S. Department of Labor. The allowable ratio _o€,appr4 craft classification shall not be greater than the rata for as to his entire work force under the registered,px on a payroll at an apprentice wage rate, who is not a,t 2e or is not registered as above, shall be paid the 94 Secretary of Labor for the classification of work;i¢ at tractor or Subcontractor will be required to furpish't€ of the registration of his program and apprentices as 4 ratios and wage rates, for the area of constructi6n pri on the contract work. Trainees will be permitted to work as such when ti employed pursuant to the program approved by the U. S.: power Administration, Bureau of Apprenticeship and TreA paragraph below is applicable in accordance with -the' -.p# title A, Title. 29, Code of Federal Regulations. On contracts in excess of ten thousand dollars'($J all laborers and mechanics, including apprentices and 1Section 2.2 shall also be subject to the provisions of 29, Code of Federal Regulations. Apprentices and tragi accordance with the requirement of Part $a. The provisions of Sections 2.45, 2.46 and 2,4$ she invitation for bids, and to every negotiation, request". for quotations for an assisted construction coatra'tti,# 118 to the Economic meat of Compliance" ations of the Secretary; roU or any subsequent 11 i and to every such contract entered into on the basis aijet► if *Wft' *ki "' tiation. Part 5a.3, Subtitle A, Title 29, Code of"Padetl'&JAnrd `st' stitute the conditions of each assisted contract -An exei" if,, t aa9 44 ($10,000) and each Owner concerned shall include these conditions or provide their inclusion, in each such contract. Parts 5a.4, 5a.5., 5a.6 and '5a.7 Sha: be included in each such contract for the information of the Contractor. 2.49 COMPLIANCE WITH COPELAND REGULATIONS The Contractor shall comply with the Copeland Regt the Secretary of Labor which are herein incorporated br for: i also 2.50 SUBCONTRACTORS The Contractor will insert in any subcontracts the•aftusea ca#$ 5.5 (a)(1) through (5) and (7)andsuch other clauses as tom: tw.1�ffi Administration may by appropriate instructions require, 4,04 ASA $ SSC 3e4aa#� $ the Subcontractors to include these clauses in any lower tlei��a�-,� may enter into, together with a clause requiring this in 4't1j64 iit. Y`Z6TChllrt contracts that may in turn be made. 2.51 CONTRACT TERMINATION A breach of Sections 2.44 through 2.50 may b'e-`graoudi Contract, and for debarment as provided in 29 CPR 5r.4. 2.52 OVERTIME REQUIREMENTS No Contractor or Subcontractor contracting for any p which may require or involve the employment of laborers 4' or permit any laborer or mechanic in any workweek in whit] work to work in excess of eight (8) hours in any calendar (40) hours in such workweek unless such laborer or=usebea at a rate not less than one and one-half (1 1/2) uses! hi; all hours in excess of eight (8) hours in any ealendax' (40) hours in such workweek, as the case may be. In the event of any violation of the clause set forth in the subsection above, the Contractor and any Subcontractor responsible therefor,;shall, be affected employee for his unpaid wages. In addition, SUCh'-Ctkti1 tractor shall be liable to the United States (in the e8sri=of Ystfe contract for the District of Columbia or a territory, o #,. territory), for liquidated damages. Such hiquidated- with respect to each individual laborer or mechanic empla)tteeT clause set forth in the above subsection in the sua of t each calendar day on which such employee was required excess of eight (8) hours or in excess of the standatd hours without payment of the overtime, wages required by subsection above. X ' The Economic Development Administration mey withhol'ar;to bs. weld` from any moneys payable on account of work performed iry the;'lrtrrC o[ tractor, such sums as may administratively be determisied'to be essarg,f0 sitt3 r any liabilities of such Contractor or Subcontractor for uttpid (rages sad 114pi�at�d damages as provided in the clause set forth above, The Contractor shall insert in all subcontracts the C1# iEo4`t..9tt t s �+ above subsections of this section and also a clause`=reglarielg t1wa include these clauses in an lower tier subcontr"t-ir Y wh��'- � ' eaEtikT together with a clause requiring this insertion in any fut"9W ZZac in turn be made. 2.53 EQUAL EMPLOYMENT OPPORTUNITY No person in the United States shall, on the grounds. of',ta"j,_colot, #fllft'ff�r�k� origin, or sex, be excluded fromparticipation in, be dea4ad t! ba`a&Ats)'0f` o e subject to discrimination under an i j Y Program or activity"reoel$ledgrs3� assistance. Reference Title VI of the Civil Rights �G OL:00 TIBC Yt1Hf at.; Section 112 of Public Law 9265. Form EDA -503. The Recipient and all Contractors, Sobcoattattors, suppliers, lessees and other parties directly participating in the Recipient`s project agree., that during and in connection with the associate agreemMt relat*vto't , foci a �i assisted program, (1) they will comply, to the ezveelat appiio lsr,g @Yd r Subcontractors, lessees, suppliers or in any other CBpscitys i�=the sppl3cq�t ; provisions of the Regulations of the United States,liepaxttePas�t.# Schedule A of Title 15 of the Code of Federal RetioArtj. $uls �>i�UlYs4�fit� tdi' VI of Civil Rights Act of 1964 (P.L. 88352), and will not therafsy diactifminat.e against any person on the grounds of race, color, or national origin in their employ- ment practices, in any of their own contractual arrangements, in-allservices or accommodations which they offer to the public, and in any of their other biasineas` operations, (2) they will provide information required by ox pa nt to acid lations to ascertain compliance with the Regulations and, the a exttntef,;', ani t their noncompliance with the nondiscrimination requiremertts'xitb;iha Reeip#xnt �. whereby said agreements may be cancelled, terminated; of neiepBtyeed';�it i�gi�'o'i� ifd =ti part or may be subject to enforcement otherwise by approprYite legal„prOceings? Executive Order 11246, 30 Fed. Reg. 12319 (1965) (Equal During the performance of this contract, the Contractor agre a. The Contractor will not discriminate against any employment because of race, color, religion, sex, or natioai; for will take affirmative action to ensure the applicanti4%:yak; employees are treated during employment, without segard,to V gion, sex, or national origin. Such action shall inil l following: employment, upgrading, demotion, or treasfer;,1110 advertising; layoff or termination; rates of pay or other"fc selection for training, including apprenticeship. b. The Contractor agrees to post in conspicuo9s'p34sea and applicants for employment, notices to be provided ifyA*it' setting forth the provisions of this nondiscrimination al As+ fuse),,: c. The Contractor will, in all,solicitations or advertisewents for et�slcayeea placed by or on behalf of the Contractor, state that all qualifl2d appllCa;tts`tali2 receive consideration for employment without regard to rates Color, religiov4 4et, " or national origin. d. The Contractor will send to each labor union or representative of .workers with which he has a collective bargaining agreement or other contract, or uAdorstand- ing, a notice to be provided by the agency contracting officer, advising. 'the,labot union or workers' representative of the Contractors colftlevient under:Sectlom' 0 c of Executive Order No. 11246 of September 24, 1965, and'ahai'1.post copies af:tltct notice in conspicuous places available to employees aud'spplicatists foe e}YlayalaehC, e. The Contractor will comply with all provisions of Executive Order No. 11246 of September 24, 1965, and of rules, regulations, and relevant orders of the Secretary of Labor. f. The contractor will furnish all information ail- reports ,re4aired by tive Order No. 11246 of September 24, 1965, and by rujegt'tad'dtgtsia'tfoRB W of the Secretary of Labor, or pursuant thereto, and will atit'areess books, records and accounts by the contracting agency and the/Secretary:*# Labor, for purposes of investigation to ascertain compliance with such rules, regulations and orders. Each Contractor and Subcontractor of Federally-Assisted construction work is required to file an Equal Opportunity Employer Information Report (EEQI on Standard Form 100) annually on March 31. Forms and instructions are available at the EDA Regional Office. + LL g. In the event of the Contractor's noncompliance. With -Eire atondiscriait at on, clauses of this Contract or with any such rules, regulati.9" *W *f4or..w;t 'LGtN. tract may be cancelled, terminated or suspended in whole dt"'.-ia parr and .tete Cebn� tractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order No. 11246 of September 24, 1965, or by rule, regulation or order of the Secretary of Labor, or as otherwise provided by law. h. The Contractor will include the provisions.of paragraphs a through:. every subcontract or purchase order unless exempted by tniiei.,regulsttiooa or.. 11.246 of September 24, 1965, so that such provisions will'be biudiagupo;1•ea�eh,` Subcontractor and vendor. The Contractor will take such:action'trith iRespect ta'aay Subcontractor or purchase order as the contracting agency may direct as a means of ' enforcing such provisions including sanctions for noncompliance; Provided, however, that in the event the Contractor becomes involved in, or is threatened with liti- gation with a Subcontractor or vendor as a result ofsuchdireetlon by,t;ba coutrao" ing agency; the Contractor may request the United Stateq.to etttet int++. ea¢h liE gation to protect the interests of the United States. - 1. Exemptions to Ahove Enual Onnnrruniry flxr.nr- fEt-;!'$A1= vxre.. t[►1 .' 2.54 Deleted 2.55 OTHER PROHIBITED INTERESTS No official of the Owner who is authorised in with capacity and on behalf, of the Owner to negotiate, make, accept or approve, or to take part in negotiating, making, accepting or approving any architectural, engiiaseetng, inspection, Con- struction or material supply contract or any subcontract'In connection with the construction of the project, shall become directly or indirectly intsrested'per- sonally in this contract or in any part hereof. No officer, amployeev architect, attorney, engineer or inspector of or for the Owner who is authorized in such' capacity. and on behalf of the Owner to exercise any legislative, executive, super- visory or other similar functions in connection with the construction of this Project, shall become directly or indirectly interested personally in'this Con.- tract or in any part thereof, any material supply contract, subcontract, ivnwirance contract, or any other contract pertaining to this Project. 2.56 SIGNS The General Contractor shall supply, erect and maintain in good condition, a project sign identifying this project and indicating that the Government is participating in the development of this Project. The dimensions of the sign. shall be four (4) feet by eight (8} feet by; one and seven -eighths (1-7/8) inches. The sign shall be constructed with one-quarter (1/4) inch tampered ma'son-its facings, or equal, with a frame and and two (2) center, "brace& coaatruated'of one and five-eighths (1 5/8) inch by three and five-eighths (3-5/8) inch fir dressed four (4) sides. The sign shall be spray painted with.outdoor enamel with three (3) coats applied to the front side ,and,one-(1) coat to the rear side. The letters shall be applied using silk screen enamels. The colors to be used on the sign are as follows: the background shall be white; "new jobs for your>eommunity" shall be red; IDA logs and "In partnership with the U.S. Department of Commerce, Economic Development Administration" shall be in blue. The sign 'shall conform to Exhibit % attached at the end of these General Conditions. 2.57 USE AND OCCUPANCY PRIOR TO ACCEPTANCE BY OWNER The Contractor agrees to the use and occupancy of a'portion or unit of the Project before formal acceptance by the Owner, provided"the Owner: a. Secures written consent of the Contractor except in the avant, in the opinion of the Architect/Engineer, the Contractor is chargeable with unwarranted delay in completing the contract requirements; I I �ww•��rer..+�.•:rr� � �-�. .. ►.�Zr:wM..s,.ww+�fR.�T�e� 1 b. Secures consent of the Surety; ' c. Secures endorsement from the insurance carriers) permitting Occupancy'of the building or use of the project during the remaining period of construction•, or d. When the project consists of more than one building, and one: of the buildings ' is occupied, secures permanent fire and extended coverage insurance, including a permit from the insurance carrier to complete construction. ' 2.58 SUSPENSION OF WORK ' Should the Owner be prevented or enjoined from proceeding with work or from authorizing its prosecution either before or after its prosecution, by reason of any litigation, the Contractor shall not be entitled to make or assert claim or damage by reason of said delay, but time for completion of the work will be extended to ' such reasonable time as the Owner may determine will compensate for time lost.by such delay with such determination to be set forth in writing. I2.59 MPLOYMENT OF LOCAL LABOR ' The maximum feasible employment of local labor shall be made in the construc- tion of public works and development facility projects receiving direct Federal grants. Accordingly, every Contractor and Subcontractor undertaking to do work on any such project which is or reasonably may be done as on-site work, shall employ, ' in carrying out such contract work, qualified persons who regularly reside in the designated area where such project is to be located, or iw-the 'case of Uonoatfe Development Centers, qualified persons who regularly reside iii the centet or in'tbe ' adjacent or nearby redevelopment areas within the Economic De4elopment DSetrict, except: a. To the extent that qualified persons regularly residing in the designated ' area or Economic Development District are not available; b. For the reasonable needs of any such Contractor or Subcontractor,, to empltry ' supervisory or specially experienced individuals necessary -to assure an effs itt execution of this Contract; c. For the obligation of any such Contractor or Subcontractor to offer employ- ment to present or former employees as the result of a lawful collective bargaining contract, provided that in no event shall the number of nonresident persons employed under this subparagraph exceed twenty percent (20X) of the total number of.egplvyees ' employed by such Contractor and his Subcontractors on such project; Every such Contractor and Subcontractor shall furnish ,the United Stittea'Eifp�eyy ' ment Service Office in the area in which public works or dsv'elopiment facility pYa ject is located with a list of all positions for which #t spy Brom time :to time; require laborers, mechanics, and other employees, the edtimated numbers .o£ empits�rsais ' required in each classification, and the estimated dates on'which ouch etgM¢ *ytypl will be required; £v M1 a e9'{ s The Contractorshall give full consideration^to all quali£w job appliaaatg referred by the local employment service, but ig';i ?t gaited, kb amply. slt�' ji?b applicants referred whom the Contractor does not er.'Qwa€ed em classification of work required; The payrolls maintained by the Contractor shall tonfsin a#'3ssf 1 The employee's full name, address and social security;'.a nataGiaee whether the employee does, or does not, normally real" in the area in which the project is located or, in the case of an Economic Development Center, in such center ' or in an adjacent or nearby redevelopment area within the Economic Development District as well as an indication of the ethnic background`of each r lrii- t y, The Contractor shall include the provisions -bf .t#�is <ooY tCisra in eat @yt 4010'.' ' contract for work which is, or reasonably may be,,do as on-sitar �Porks, ' 2.60 "ANTI-KICKBACK" PROVISIONS These provisions of this section, 29 CFR Part 3, prescribed "Anti-g%kback" ' regulations under Section 2 of the Act of June 13, 1964, as amanded (d0:'U 5.,C. 276c), popularly known as the Copeland Act. Each Contractor or Subcontractor shall fu .Aha"9C ti8o tiC � �wdffiq:%� ' ED-162, to accompany the weekly submission of payroll forms. Section 1001 of Title 18 of the United States Code (Criminal Code and Criminal. Procedure) shall apply to such statement as provided in 72 Stat. 967 (18 U.S.C.. 1001, among other things, provides that whoever knowingly and willf"IT .makes or uses a fraudulent document or statement of antry_ in say Witter within the jufti-» :* ' diction of any department or agency of the IInit®d States, &t�i',3. fined•. ADt than ten thousand dollars ($10,000) or imprisoned' not 014rtr thsai`. sivaj) sr ar` tT w h both) .¢ The requirements of this section shall not app3y�ttly^nbttttaeL titaar •ti4u'^" dollars ($2,000) or less. Upon a written finding by the head of a Federal agency, the Secretary of Labor may provide reasonable limitations, variations, tolerasaepas, and ,:e aptivns £rapt tide requirements of this section subject to such conps dtio'ett sf FsS x , may specify. Deductions made under the circumstances or in the isunaticstis 4 xi1 8 the paragraphs of this section may be made without application to and approval of the ' Secretary of Labor: a. Any deduction made in compliance with the iequ-ArAstasts of Vii,. Statt>- ' Local law such as Federal or State withholding izcomf tsxes epi' adeial aastal; security taxes.n r b. Any deduction of sums previously paid to;, the; air>R at ti fM € payment of wages when such prepayment is made wtiChotlt'"� dtiGita�5ldit ik ` r s fide prepayment of wages" is considered to have bean tendon enly rrtttem-Ciisia grta v. ' S ; f Y '� 11 equivalent has been advanced to the person employed fir's complete freedom of disposition of the advanced-iumde c. Any deduction of amounts required by court 4T'a #''� unless the deduction is in favor of the Contraet6ty $i i c�t¢ttit� person, or when collusion or collaborationexists.' d. Any deduction constituting a contribution an behalf the.p to funds established by the employer or representative of employees; or both, for the purpose of providing either from principal or income, or both, medical or hos- pital care, pensions or annuities or retirement, death,benefits,;camptensstion far injuries, illness, accidents, sickness, or dis8bility�,Ok-.f6t,- 00drapps"�o any of the foregoing, or unemployment benefits, similar payments for the benefit of the employees, thilt, faXilta+s aiu itifdets $ `, Provided mf� however, that the following standards are t; (0 ;4 4,10 ii� otherwise prohibited by law; (2) it is either: (i) vrsluRCll I co t employee in writing and in advance of the 'period iii4CR such consent is not a condition either for the obtainiii�'0 am"fcr,` b of employment, or (ii) provided for in a bona fads" &olieniv#E#at4iid#610 between the Contractor or Subcontractor and reprssentAi ! 03' 'dta fmspl{+Yar" " profit or other benefit is otherwise obtained, d3reet�y^of iYetk¢ tractor or Subcontractor or any affiliated person -sit,- Bend, or otherwise (4) the deductions shall sem t a� l F "Ct. W '7777 Ny'iNF} of the employee. e. Any deduction contributing toward the purchase Cf Uifited Stataa`Dfeadlie Stamps and Bonds when voluntarily authorized by the employee. f. Any deduction requested by the employee to enable hies to repay loans or purchase shares in credit unions organized and operat "9►0. 03fanetr'v th 8$ik� , and State credit union statutes, z` a g. Any deduction voluntarily authorized by- tributions of governmental or quasigovermmentalagtittCdei�, h. Any deduction voluntarily authorized �by ; tributions to Community Chests, United Givers, asFd'� ttYals zations. i. Any deductions to pay regular union initiatSb}i fgsw` i"#ifrli ,�" not including fines or special assessments: bargaining agreement between the Contractor + S.to"t9c9AsTr4 its employees provided for such deductions and,thi-deducti6"4iih�eiil prohibited by law. J. Any deduction not more than for the "reasonable Cast" of I l r other facilities meeting the requirements of $ectiaa Act of 1938, as amended, and Part 531 of this tide. the additional records required under 5516.35{a'o-tisEst'Yi6�.�r LJ r_ !1 11 11 11 11 11 • 0 DOMESTIC WATER SUPPLY WELLS NO. 9 and 10 CITY OF MERIDIAN, ADA COUNTY, IDAHO Section 3 ECONOMIC DEVELOPMENT ADMINISTRATION SUPPLEMENTAL GENERAL CONDITIONS 3.01 ENUMERATION OF PLANS, SPECIFICATIONS AND ADDENDA Following are the plans, specifications and addenda which form a part of this contract, as set forth in Section 2.1 of the General Conditions, "Con- tract and Contract Documents": DRAWINGS General,Construction: SPECIFICATIONS General Construction: ADDENDA Nos. N760226 & N750904 Page 1 to 107 No. Dated No. Dated No. Dated No. Dated 3.02 STATED ALLOWANCES There are no stated allowances for these projects. 3.03 SPECIAL HAZARDS The Contractor and his Subcontractor's Public Liability and Property Damage Insurance shall provide adequate protection against Public Liability, Property Damage, and Vehicular Liability. As required under Section 2.28 of the General Conditions, the Contrac- tor's Public Liability Insurance shall be in an amount not less than two hundred thousand dollars ($200,000) for Bodily Injury, including accidental death, to any one person and an amount not less than five hundred thousand dollars ($500,000) on account of any one occurrence. Property Damage Insurance in an amount not 1 • 6 1 1 less than one hundred thousand dollars ($100,000) per occurrence and two hundred thousand dollars ($200,000) aggregate. Vehicular Liability of one hundred thou- sand dollars ($100,000) for any one person or two hundred thousand dollars ($200,000) for each occurrence. 1 The Contractor shall either (a) require each of his Subcontractors to procure and to maintain during the life of his subcontract, Subcontractor's 1 Public Liability and Property Damage and Vehicular Liability of the type and in the same amounts as specified in the preceding paragraph, or (b) insure the activities of his Subcontractors in his own policy. 1 3.04 CERTIFICATION OF NONSEGREGATED FACILITIES -1 i 1 .1 II 11 II Notice to Prospective Federally -Assisted Construction Contractors a. A Certification of Nonsegregated Facilities, as required by the May 9, 1967, order (32 F.R. 7439, May 19, 1967) on elimination of segregated facilities, by the Secretary of Labor, must be submitted prior to the award of Federally -assisted construction contracts exceeding ten thousand dollars ($10,000) which are not exempt from the provisions of the Equal Opportunity clause. b. Contractors receiving Federally -assisted construction contract awards exceeding ten thousand dollars ($10,000) which are not exempt from the provisions of the Equal Opportunity clause will be required to provide for the forwarding of the following notice to prospective Subcontractors for supplies and construction contracts where the subcontracts exceed ten thousand dollars ($10,000) and are not exempt from the provisions of the Equal Opportunity clause. Notice to Prospective Subcontractors of Requirements for Certification of Nonseareeated Facilities a. A Certification of Nonsegregated Facilities as required by the May 9, 1967, order (32 F.R. 7439, May 19, 1967) on elimination of segregated facilities by the Secretary of Labor, must be submitted prior to the award of a subcontract exceeding ten thousand dollars ($10,000) which is not exempt from the provisions of the Equal Opportunity clause. b. Contractors receiving subcontract awards exceeding ten thousand dollars ($10,000) which are not exempt from the provisions of the Equal Oppor- tunity clause will be required to provide for the forwarding of this notice to prospective Subcontractors for supplies and construction contracts where the subcontracts exceed ten thousand dollars ($10,000) and are not exempt from the provisions of the Equal Opportunity clause. 3.05 MANPOWER UTILIZATION REPORT If the work under this contract is to be performed in a geographical area covered by bid conditions issued by the Office of Federal Contract U3 0 0 Compliance, the Contractor shall submit to the Office of Civil Rights, EDA, in Washington, D.C. and to the appropriate Regional Office by the fifth day of each month, a Manpower Utilization Report, using Optional Form 66. 3.06 SCHEDULE OF OCCUPATIONAL CLASSIFICATIONS AND MINIMUM HOURLY WAGE RATES AS REQUIRED UNDER SECTION 2.45 OF THE GENERAL CONDITIONS Wage rates have been shown on the following pages. 70 PREVALUNG WAGE RATES FOR USE ON ALL PUBLIC WORKS PROJZLTS IIN '-^ CONTY WITH.THE PROVISIONS OF SECTION 44-1006, 10ICODE. SCHEDULE #1 SOUTHERN IDAHO IDAHO DEPARTMENT OF LABOR AND t ':(Tc be used with Schedules INDUSTRIAL SERVICES 3 andlar 4) 317 MAIN STREET, ROOM 400 1 STATEHOUSE WISE. :IDAHO 83720 BASIC JOB CLASSIFICATION HOURLY (PRIHGE BEi1EFaT5) W6EElTS` l ON T ' LABORERS: GROUP is 'General Laborers, Sloper, Clearing and Grading; Form Stripper; Concrete Crew; Concrete Curing Crew; Carpenter Tender; Asphalt Laborer; Hopper Tender; Flagman (including Pilot Car); Watchman; 'Heater Tender; Stake Jumper; Choke Setter; Spreader and Weighman; Power Wheelbarrow; Scouring Concrete; Rip Rap Man (hand placed); Erector and Installer - manual or 'Fence mechanical (includes the installation and erection of fences, guard rails, median rails, 'reference posts, guide posts and right-of-way markers); Crusher Helper; Cribbing and Shoring (in open ditches); Machinery and Parts Cleaner; Leverman - manual or mechanical; Demolition - salvage; Landscaper; Tool Room Man; Janitor------ S 6.62 .55 ..72 .10 .10 GROUP 2: 'Chuck Tender; Driller Helper; Air Tampers; Gunite Nozzleman Tender; Pipewrapper Tar Pot Tender; Concrete Sawyer; Signalman, cement; Dumpman; Steam Nozzleman; 'handling Air and Water Nozzleman (Green Cutter, concrete); Vibrator (less than 411); 'Pumperete and Grout Pump Crew; Hydraulic Monitor---------- ------------------------- --- 6.72 .55 .72 . .10 .20 GROUP 3: Pipelayer, including sewer, drainage, sprinkler systems and water lines; Free Air Caisson; Jackhammer; Paving Breaker; Helper; Asphalt Raker; Gasoline - 'Powderman Powered Tamper; Electric Ballast Tamper; Sand Blasting Form Setter - Airport Paving; Gunman (Gunite); Manhole Setter; Hand Guided Machines, such as Roto Tillers, Trenchers, Post Hole Diggers, Walking Garden 'Tractors, etc.; Form Setter (Highway Curb and Gutter); Vibrator (4" and over); Timber Faller and Bucker; Metal Pan Installer----------- 6.82 .55 .72 .10 .9}0 Page 1 of 6 Project No. Revised: May, 1976 - ID76-5010, 1-23-76;1076-5016, 2-13-76;1076-5016, Mad. /1, 4-18-76; �.rd SCHEDULE /1 FOS CLASSIFICATION _.LABORERS. ReG OUP 4:• Hod Carrier; Mason Tender; Plaster Tender; 'Mason Tender (concrete); Terrazzo -Tile Tender ------------------------------------------ ROUP 5: Highscaler; Wagon Drill; Grade Checker; Gunite Nozzleman; Diamond Drillers on Drills ----------------------------------------- ROUP 6: Drill with Manufacturers' rating 3" or over ---- ROUP 7: Powderman-------------------------------------- NDERGROUND WORK ROUP 8: Reboundman; Chucktender; Nipper; Dumpman; Vibrator (less than 411); Brakeman; Muckers; Bullgang--------------------------------------- LOUP 9: FormSetter and Mover ------------------------ LIMP 10: Miners; Machinemen; Timbermen; Steelman; Drill 'Doctors; Spaders and Tuggers; Spiling and/or Caisson Workers; Vibrator (on 411) -------------- WOWER EQUIPMENT OPERATORS: GROUP 1: 'Brakeman; Crusher; Plant Feeder (mechanical); Dockhand; Drill Helpers; Grade Checkers; Heater Tender; Land Plane; Oilers; Pumpman; RearChainman--------------------- ------------ GROUP 2• IG HOURLY (FRIIiGE 6ENEF175) RACE HbW t0!( TRN $6.92 7.22 7.47 7.47 6.77 6.92 7.22 7.92 .55 •72 .10 .20 .55 .72 .10 .20 .55 ..72 .10 .20 .72 ..10 .W .5.5 .72 .10 .20 . .55..72 .10 .G .55 .72 .10 .20 .60 .65 .10 'Air Compressor; Assistant Refrigeration Plant Operator; Bell Boy; Bit Grinder Operator; Blower Operator (cement); Bolt Threader 'Machine Operator; Broom; Cement Hog; Concrete Mixer;. Concrete Saw - Multiple.Cut; Discing - Narrowing or Mulching (regardless of motive lPage 2 of 6 Project No. Revised: May, 1976 - ID76-5010, 1-23-76; 1076-5016, 2-13-76 1976-5016, Mod. 110 4-18i76y pactor and similar; Asphalt �Spreaders ----------- 8.71 .60 .65 .10 ROUP 5: Concrete Plant operator; Concrete Road Paver (Dual); Elevating Grader Operator; Euclid 1 Elevating Loader; Generator Plant Operator; Mechanic (diesel electric); Post Hole Auger or Punch Operator; Power Shovels and Drag- lines - under 1 yard; Pumperete; Refrigeration Plant Operator; Road Roller (Finishing High ;. Type Pavement); Skidder - Rubber -tired; Sub - Grader; Multiple Station Beltline Operator ' (Teton Dam Project only); Service.0iler---- ----- 8.8B We" 3of6 roject No. . Revised: May, 1976 - 1076-5010, 1-23-76; SCHEDULE 01 1JOB CLASSIFICATION BASIC HOURLY FRIMGF�DENEFIT$) VAGE HSLITPENS ION TBN . VAC. POWER EQUIPMENT OPERATORS: , power); Distributor Leverman; Drill Steel Threader Machine Operator; Fireman - All; Duty Mechanic Helper or Welder 'Heavy Helper; Head Chainman; Hoist - single drum; Hydraulic Monitor Operator — skid Oiler (single piece of equipment); 'mounted; Pugmixer - Box or Screed Operator; Spray Curing Machine; Tractor - Rubber Tired Farm type using attachments--------------------------- 58.08 .60 .65i .10 . ROUP 3: A -Frame truck (Hydra Lift, Swedish Cranes, 1�. `•� Carrier, Hyster on construction jobs); 'Ross Battery Tunnel Locomotive; Belt Finishing Machine; Cable Tenders (Underground); Chip Machine (self-propelled); Hoist - 'Spreader 2 or more drums or Tower Hoist; Hydralift - Fork Lift and similar (when hoisting); (Underground); Power Loader (Bucket 'Oilers Elevator, Conveyors), Rodman, Road Roller (regardless of motive power)--------- ------ 8.40 .W .65 .10 4: *' rOUP Boring Machine (Earth or Rock) Quarry- master - Joy - Tractor mounted; Drills, Churn - Core Calyx or Diamond; Front End and Overhead '- Loaders and similar Machines - (up to and Including 4 yards) (Rubber -tired); Grout Pump; -hammer; Instrument Man; Locomotive 'Hydra Engineer; Longitudinal Float Machine; Mixer - mobile; Spreader Machine; Tractor - Rubber - tired - using Backhoe; Transverse Finishing Machine! Trenching Machines! Waggoner Com- pactor and similar; Asphalt �Spreaders ----------- 8.71 .60 .65 .10 ROUP 5: Concrete Plant operator; Concrete Road Paver (Dual); Elevating Grader Operator; Euclid 1 Elevating Loader; Generator Plant Operator; Mechanic (diesel electric); Post Hole Auger or Punch Operator; Power Shovels and Drag- lines - under 1 yard; Pumperete; Refrigeration Plant Operator; Road Roller (Finishing High ;. Type Pavement); Skidder - Rubber -tired; Sub - Grader; Multiple Station Beltline Operator ' (Teton Dam Project only); Service.0iler---- ----- 8.8B We" 3of6 roject No. . Revised: May, 1976 - 1076-5010, 1-23-76; tSCHEDULE 11 �08 CLASSIFICATION POWER EQUIPMENT OPERATORS: 1ROOP 6: Asphalt Pavers - self-propelled; Asphalt Plant Operator; Blade Operator (Motor Patrol); Concrete . Slip Form Paver, Cranes - up to and including 50 ton; Crusher Plant Operator; Derrick Operator; 'Drilling Equipment (Bit under 8 inches) (Robbins Reverse Circulation and similar); Front End and Overhead Loaders and similar Machines (over 4 yards to and including 7 yards); Koehring Scooper; Heavy Duty Mechanic or Welder; Mucking Machine (Underground); Multi -batch Concrete Plant Operator; Piledriver Engineer; Power 'Shovels and Draglines (1 yard to and including 3} yards); Tower Crane Operator; Tractor - Crawler Type - including all attachments; Refrigeration Plant Operator (over 1,000 tons); Trimmer Machine Operator; Tournapuils - Euclid and similar - to and including 40 yards----------- -FROUP 7. Cableway Operator; Continous Excavator (Barber Greene WL -50), Cranes - over 50 ton; 'Dredges; Drilling Equipment (Bit 8 inches and over) (Robbins Reverse Circulation and similar); Fine Grader - CHI or Equivalent; 'Front End and Overhead Loaders and similar machines (over 7 yards); Power Shovels and Draglines over 31 yards; Quad type Tractors 'with all attachments; Tournapulis - Euclid M- and similar - over 40 yards to and including 50 yards; Multiple Scraper Units --------------- ROUP 8: Tournapulis - Euclid and similar - over SO yards to and including 75 yards---------------- 9.70 .60 63 .10 ROUP 9: Tournapulis - Euclid and similar - over 75 yards to and including 100 yards --------------- KROUP 10: Tournapulls - Euclid and similar - over ' 100 yards----------------------------- --------- age 4 of 6 Project No. irvised: May, 1976 - 1076-5010, 1-23-76; ID76-5016, SCHEDULE #1 INASIC JOB CLASSIFICATION HOURLY' (FRHIGENEFITS) ' WAGE 1 POWER EQUIPMENT OPERATORS: UNDERGROUND MEN SHALL BE PAID 10% ADDITIONAL EXCEPT OP. OR MUCKING 14ACHINE.AND BATTERY TUNNEL LOCOMOTIVES AND OILERS AND CABLE TENDERS. ' TRUCK DRIVERS: 'GROUP 1: Leverman loading at bunkers; Pilot Car or Escort Driver---------------------------------- $7.67 .60 .65 .10 .20 GROUP 2: Flat Bed - 2 axle and pickup hauling material; tank truck (1,800 gallons and under); 'Water Fork Lift (3,000 and under)-------------------- 7.73 .60 .65 .10 .20 'GROUP 3: Flat Bed - 3 axle; Fuel Truck (1,000 gallons and under); Greaser; Tireman; Serviceman; Buggymobile; Man Haul (Shuttler truck or bus)-- 7.79 .60 .65 .10 .20 GROUP 4: Transit mix truck - 3 yds. and under; Truck Helpers; Slurry or 'Warehouseman; concrete pumping truck------------------------- 7.85 .60 .65 .10 .26 'GROUP 5: Flat bed using power takeoff; Water Tank Truck (over 1,800 - 4,000 gallons); Semi- trailer - Low Boy - up to 96,000 lbs. GVW, Bulk cement tanker - up to 96,000 lbs. GVW; Fork lift - over 3,000 lbs. (Bull lift, Hydro lift); Ross, Hyster, and similar straddle equipment; '"A" Frame truck (Swedish Crane, Iowa.3,000 Hydro -lift)------------------------------------ 7.90 .60' .65 .10 .30 6: 'GROUP Transit Mix Truck, over -3 yds. - 6 yds.-------- 8.11 .60 .65 .10 .20; ,GROUP 7: Water tank truck - over 4,000 gallons; Fuel truck - over 1,000 gallons, Distributor or Spreader Truck--------------------------------- 8.17 .60 .65 .10r .120 'GROUP 8: Transit Mix truck - over 6 yds. - 8 yds.; ' Dumptors; Field Tireman; Serviceman------------ 8.23 .- .60 .65 .f0. .20 5 of 6 'Page Project No. Revised: May, 1976 - ID76-5010, 1-23-76; ID76-5016, 2-13-76; 1076-5016, Mod., 01, 4-18761 T5 SCHEDULE #1BASIC ' ,JOB CLASSIFICATION HOURLY. (FRINGE BENEFITS} • ' MAGE IKW S I liN r RUCK DRIVERS GROUP 9: mix truck - over 8 yds. - 10 yds.; 'Transit Snow Plow (Truck Mounted)--------------------- $8.34 .60 .65 .10 .20 ROUP 10: Low Boy - 96,000 lbs. GVW and over; Bulk Cement Tanker - 96,000 lbs. GVW and over------ 8.40 .60 .65 .10 .20 ,GROUP 11: Transit Mix Truck - over 10 yards------------- 8.46 .60 .65. .10` .20 12: 'GROUP **Turnarocker and similar equipment----------- 8.52 .60 .65 .10 .20 13: 'GROUP Truck - side, end and bottom dump: A. 6 yds. and under------------ ------------- 8.00 .60 .65 .10 .20 B. Over 6 yds. - including 12 yds ------------ 8.11 .60 .65 .10 .20 ' C. Over 12 yds. - including 20 yds .---- 8.34 .60 .65 .10 . .20 D. Over 20 yds. - including 30 yds ----------- 8.52 .60 .65 .10 .20 E. Over 30 yds. - including 40 yds.---------- 8.63 .60 .65 .10 .20 F. Over 40 yds. - including 50 yds.---------- 8.75 .60 .65 .10 .20 G. Over 50 yds. - including 75 yds.---------- 9.08 .60 ..65 .10 .20" H. Over 75 Yds. - including 100 yds.--------- 9.31 .60 .65 .10 .20 Over 100 yds.---------------------------,- 9.54 .60 .65 .10 .20 '1. GROUP 14: Truck Mechanic-------------------------------- ,UNDERGROUND 8.96 .60 .65 .10 .20 10% ADDITIONAL '**Two or four wheeled Power Tractor with Trailer, i.e., Tournatrailer, Athey Wagon, Terra Cobras, LeTourneaus, Westinghouse; DW -10, 20, 21 and 24; 619C and similar type's equipment when transporting material loaded by external means; also power boon and similar type" when performing work within the teamster jurisdiction regardless of typos of attach- 'trucks ment - base rate from Group 12 or yardage scale from Group 13, whichever is greater. Page 6 of 6 No. ,Project Revised: May, 1976 - ID76-5010, 1-23-76; 1076-5016, 2-13-76; 1076-$0111; Mod. i#1, 4-18 1 SCHEDULE /4 ` ,SOUTHWESTERN AR IDAHO: PART OF IDAHO COUNTY, ALL OF ADAMS, VALUY, l ftam PAYETTE, GEM, BOISE, CANYON, ADA, ELMORE, AMD OWYNEE COUNTIES: ' CLASSIFICATION OU Y (FRINGE gnertiS} 4 , r08 NS BUILDING AND HIGHWAY CONSTRUCTION BESTOS WORKERS------------ $10.16 .50 •87 OILERMAKERS------------------------------------- 10.65 75 1.00 .02 *54 BOILERMAKERS HELPERS----------------------------- 8.465 65 1.00 .132 WLAZIERS----------------------------------------- 6.14 .25 : .30AINTERS -!, AND TAPERS: Ada, Adams, Boise, Canyon, Elmore (except Home AFB), Gem, Owyhee, Payette, 'Mountain 'Idaho, Valley, and Washington Counties-------- 7.80 .40 ..30 .02 8.22 .40 " .35 (LASTERERS-------------------------------------- LEVATOR CONSTRUCTORS-------------- ------ 9.155 .495 .32 .02"'' LECTRICIAN ------------------------------- --- 9.713 .45 EF.$0 12 Cable Splicer------------ ------------- 10"67 (HAZARD RATE WILL BE 10% ABOVE EXISTING RATES.) LECTRICIAN/LINE CONSTRUCTION: All work over 34.5 KV and all work, on steel towers and/or multiple wood structures and all ' substations of 1,000 KVA or greater capacity and all communications, underground work, 34.5 KV, street and highway lighting and motor traffic controls. Groundman--------------------------------- 6.98 .35 lx 3141 Equipment Operators - -------------------------- 8.44 .35 1%3J4% Lineman--------------------------------------- 9.27 .35 lE 3/4% 'Cable Splicer---------------------------------l0i over JR •.35 1$" 3/4>r' All power construction of 34.5 KV and under when performed forsitoperating utility or municipality. Street lighting when performed for an operating utility or municipality: Groundman----------------------------------- -_ 6.71 :35 1t JIM Equipment Operators-------------------------- 7.87 35 11A 3l4x ' Lineman---------------------------- ---------- 8.74 •3'S 12 .31" SOFT FLOOR LAYER-------------------------------- 7.50 9.49 .47 :50 .10 (LUMBERS---------------------------------------- IRONWORKERS - Ornamental,_Structural Reinforcing: Adams, Valley and Washington Counties north. of the Weiser-Gibbonsville Line and Idaho ' County---------------------------------------- -9.90 ,53 1.00 Remaining Counties---------------------------- 9.39 .55 .85 .02 'CARPENTERS: Floor Layer, Shingler, Drywall Applicator and of Metal Studs, Metal Framing, tInstaller Accoustical Material, Metal Partitions, Porcelain, Enamel and Metal Panels, Marlite or Rigid or Flexible Plastics, Laminatus, 8.49 .` ' Weather Stripping and Insulation-------------- .40 .fib Page 1 of 2 roject No. '13, ./� - vised: May, 1976 - ID76-5010, 1-23-76; ID76-5016, 2-13-76, 1076-5016, Red. 5-7-/0, x SCHEDULE 14 1OB CLASSIFICATION UILDING AND HIGHWAY CONSTRUCTION (CONT.): ENTERS (CONT.): Saw Filer, Piledriverman, Bridgeman, and Wharf Builder---------------------------------- Millwrights, Piledriver Boomman, Machine Erector ---------------------------------------- 'EMENT MASONS------------------------------------ Gunite and Composition Floor Layer, Power. Trowel and Power Grinder Operator -------------- MEET METAL -------------------------------------- BRICKLAYERS, BLOCKLAYERS, AND STONEMASONS -------- IIdaho County----------------------------------- ILE SETTERS---------------------------------- TERRAZZO WORKERS--------------------------------- PBLEMASONS------------------------------------ OOFERS, JOURNEYMEN, AND KETTLEMEN --------------- Coal, Tar, and Pitch Products------------------ �RINKLER FITTERS-------------------------------- THERS------------------------------------------ Receive rate prescribed for craft performing operation to which welding is LDERS: OOTNOTE: HOURLY` INGE BENEFITS) WWAGEHS! PENSION, TRNG. MAC. 8.66 .52 .40 .10 .40 8.78 .52 .40 .10 .40 8.32 .45 .40 .10 .30: 8.52 ..45 .40 .10 .30 9.46 .52 30 .14 9.50 .40 .40 9.41 .55 .50 7.65 .40 .40 7.65 .40 .40 6.25 .40 .30 8.05 .33 .20 9.55 .33 .20 11.13 .60 .90 .08 6.65 Incidental. �. Employer credits 4% basic hourly rate of employee with over 5 years' service, 2% basic hourly rate for 6 months to 5 years' service to vacation plan. Six paid holidays - A through F. _ AID HOLIDAYS: New Year's Day - Memorial Day - Independence Day H H U D Labor Day E - Thanksgiving Day F - Christmas Day 'Page 2 of 2 Project No. 'Revised: May, 1976 - ID76-5010,1-23-76: ' 16306 i+ i t tY ': NOTICES i+ i • ye2r �s P O O !R O w • Y�. 14 1-4 N R S w er a .moi v E .vi � .• � O I. P 0 • r �V• O•w f•• VY •w y O i• , � A nn � •' 'V QV e u U Y a � u Y M V• 9 w L Y n � Y = R S S S v � .�. w n y ' O L � x M RwJ s yiiG•iY w��y O��w6 CLL V3Vvr CCOi G•w OXY ry f•V ooVo mtli(l�'eu••O D�yy M �. �.. ,O'•YF ■ O O n nn P P n f ' Hg tliY9� iY� �0SO {n y.M• N ura = rV= a V � 3 O. GOO t.. V Q LO Y V V V rxr ee N o cn uT:c :Y p O O E 9 V L Y V U tl r Y M j W W Y C C- M o w'N i+ i • ye2r P O O !R O w • Y�. 14 1-4 N R S w er a .moi v E .vi � .• � O I. 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N d. d .! 3 � o a1 r •L, Z�O� dF" ti4V {rV :ire r �- �• r V w V J N 03 t J� N N 11 w NOTICES 1=7 y�l i } .O.. yn. 000000 OOOOPPIP t Js. w ' G ' 0 0 0 0 0 0 0 O J 0 O e W o ' = r L k O d .N.. wn�nwnn� • .:....... ............... .g Y :v O r O zte 5 aie Nn On O.OnnOnO w NOTICES 1=7 i } .O.. yn. 000000 OOOOPPIP sBBssss Js. 0 0 0 0 0 0 0 O J 0 • e W o - • NNIYnnn NnnlYnnwn a .N.. wn�nwnn� • .:....... ............... .g Y :v O r O W .Y • NNNNNnNNNNNMN !► P P! P !PPPPPP -P r n n n n N n . . . •M . . . W Nn On O.OnnOnO w ^Nem m.r•. �t nPr �On NNnn.O .On OIO rN.•.J i } .O.. yn. 000000 OOOOPPIP } •p .p p,w .p .O .pwn PPw e W o - • �o a .g Y :v O r O W .Y • 1 r .J?•L u• ± u n. 3 p OrNN j n.VnNn OOI.P... �.== .Oi8 u2rr NO.VMNn OP.. r....• W a. Y b9P9 u•�G di •J 666-J60. 0.0$6Y ...Y wo y Y LO] ..........9.ww.n.� 0 Y Y Y 0 O Y M V 21 Y mo •11 4, .i t a .� w < b w - w i W o 31 1 r 21 Y u o a .� w W CSFL r ."L.r 5a '.r i:90• C- � C w�� -�iw P4 . •Y`OO irJ.�.0 ww C 0Ci .c �U C •c yy00 iCY• t (� }• e 3 i T i C` G � r � .i i r J � .. �♦ i b P` i � y.�.� � Ww G_ �U`� w�`�` i 32, •CVrS �•.. V1./+`«VJ rV r��•`V � -78b- NOTICES .. si Wyk w� y t ' eG �• Y Yr L s A ' • Y i r i E � 09 o r e i _ _ _ - Y 9 ^ O C w w V �: � •1 g L3 'w •�• �j m. a • > Y O> �� • Y 6 V i C i • E , S>G7E a a� ••9 >on ^o•uvo � �p`e £•e.�.7 '. � ~ _ • O O T"Sl •{ YISt Y. IolaWei _ �. e. ..__ ..-_ D 222 eee _..._ 22 w 2 • S PPP PPP y{. yip 3 !P • • �rya� • nnn n -. R p}� M n 1 Oryn OOn A a^ OY• Y i PP PPO � w :• - v :yy W LG. Vp Y L PO.`O> �O• Ma Y4 �I n V i s ` � r G E P� r •• ff ° Y� O w C � Y• Y p 1 ■» r e"i ;� b W p y �`•�« 'G o.. o }r}��o..�P.ri:.r"o•:rd:7�. M < _ r_O_ '• `� :3 s t!9tY °a'Mai �. Yr •�.� � •" .O G '.J �S �'•i; Ye FSL` wl > •tr '4 '°� Y Y �w"•xi O��Or•Ori° �••VVLtlY•�• {`• W <'<Vud 8w �O�K�••pY O.o —78c— 0 NOTICES f L G A �" 4 O . 3'✓ L V V G O {YY•w ✓qi 9 •ter. s 2 P J d G m W E 4, u r V ..Gi fwi q✓ V w 4 p y - aF +`!< >YMO Ivo GrY V Mrrn CYo •O i 0�� f. u q Y 'L � O ,Y v T• F�� C WO L O O L V Y O O O 4 v q� y /). � Y .-. V V n a b �.• M✓ O O_ O T •• _L Y 3Y V O N T •� V Y r t. 9� v� F Y O c r •� C O V q_ T.+ G Y C O V LO l• O✓ V '•C• C. v M 9 3 r ti! O V F! j F• O y X p? .• V 3 c 0J� C v A u n <Y EVAUN •JNGL�ICUV�-1NUOOOaVLUO'04.W CGiUHNWV 6961 P } Q LL } 4 _ •� t1 O 0 O 0 0 O O O _ • !y F a N 0 \ p LL j N O i N h N NN NN N LL i 00' V E OS�G O OP t0 OJ q P. P P PP P P P 6961 " OUV G 9 V.ri uYrVl OF• YpTtlwY Y 4 C .. U 9 N C !p. Y L � w O r • � J .S o V H J• .� tlL'mOq n A xT[Y n4 C YOYO "�C ••O V .G c' '^ W„ L ✓ 9 O 9 O T V U •u 0 0 0 V r L C UA ou`� ExE Vrio�V �t;~nmG mVCYan NYa ..O V.Ei�� tl •S. ? W Y N V Y n J oP.' U 2 C C. V •u . 0 0, �• r O J� u A 4 9 A •'• •l u G L O y O A V 0 v ' I1• _ - N n V u N E• L 4 Oii x� F. � 9 .n JO v O✓ n .. Yfy L Nij •4 L Y`'V n4 uCv n96L M^ i u L U 4 M '� .W V LL .« •n V _ 3 V y O .. NO � u J `� > O !• V n! !V a✓ Y� G O L .0 A w < .Vi O r' ! V f J< F 0.m o` Y a 00 O C 6 V V� V V u / +�i�u J � QoQ u qqc aFac 34V 41w� �pVwL KN��•••lFm W6<u:>MZ AY�mV�r.lN�0. N uF 6 •. / 1 79 P } Q LL } 4 t1 0 ^y • !y F a 0 \ p LL " OUV G 9 V.ri uYrVl OF• YpTtlwY Y 4 C .. U 9 N C !p. Y L � w O r • � J .S o V H J• .� tlL'mOq n A xT[Y n4 C YOYO "�C ••O V .G c' '^ W„ L ✓ 9 O 9 O T V U •u 0 0 0 V r L C UA ou`� ExE Vrio�V �t;~nmG mVCYan NYa ..O V.Ei�� tl •S. ? W Y N V Y n J oP.' U 2 C C. V •u . 0 0, �• r O J� u A 4 9 A •'• •l u G L O y O A V 0 v ' I1• _ - N n V u N E• L 4 Oii x� F. � 9 .n JO v O✓ n .. Yfy L Nij •4 L Y`'V n4 uCv n96L M^ i u L U 4 M '� .W V LL .« •n V _ 3 V y O .. NO � u J `� > O !• V n! !V a✓ Y� G O L .0 A w < .Vi O r' ! V f J< F 0.m o` Y a 00 O C 6 V V� V V u / +�i�u J � QoQ u qqc aFac 34V 41w� �pVwL KN��•••lFm W6<u:>MZ AY�mV�r.lN�0. N uF 6 •. / 1 79 6962 NOTICES 5 o O E V m LL . P NOTICES ui0 O 0 q• • C n W ti i N� u •j 6 •O. 3 O Tw J 4 u O y i ti VO' 9 2 � W i.L9V qq4 m•• V. 0 V V ri S C n O U 4 L u V Y O A '] v Y 4 p i q C -• O �0- 0 uC aU, 0 9 d L U i L V r O C u u V r �� C O 4 9 y Z V 9 M� •Oi V G w o - nN V •O� vVyO� u.w..00 �. w.w.yy U.�.N� mF.� C •S 30d .N.f: GM1• _ +.O `1 iZOVx'nOLCCV.YiC�nn EV3N VNO�cJ OF dZJVdC y 0 u E A G o U .� x O A n ti j .0� w G F 6< O •V• pC u 0� 9 d W y � 9 V N N •1 V Z v V y 3 V d� V V f 9 d> V {L G V H .i 0 y O U 1.1 V �'V'1 0 .SKKN< K •6�< d0 <U W . V M F s o E m LL W � b .aDi r h r . n •— • J N J J 10SK P P V O] P ,nom ui0 O 0 q• • C n W ti i N� u •j 6 •O. 3 O Tw J 4 u O y i ti VO' 9 2 � W i.L9V qq4 m•• V. 0 V V ri S C n O U 4 L u V Y O A '] v Y 4 p i q C -• O �0- 0 uC aU, 0 9 d L U i L V r O C u u V r �� C O 4 9 y Z V 9 M� •Oi V G w o - nN V •O� vVyO� u.w..00 �. w.w.yy U.�.N� mF.� C •S 30d .N.f: GM1• _ +.O `1 iZOVx'nOLCCV.YiC�nn EV3N VNO�cJ OF dZJVdC y 0 u E A G o U .� x O A n ti j .0� w G F 6< O •V• pC u 0� 9 d W y � 9 V N N •1 V Z v V y 3 V d� V V f 9 d> V {L G V H .i 0 y O U 1.1 V �'V'1 0 .SKKN< K •6�< d0 > M 1. u✓ Y� Y q Y� uy g j u w G^ •di F V -n+ O n u w J 4 F u n✓ C w M •O. y✓ .O n• nI ✓ _• Z ✓ o> O ✓ O ` .• ; V Z^ tl �.w u O G .y p V tl v N r: eG Y�• V N Y ] G C C �• V F C o G n j u O • V ✓ V V M Y ti P •� V C S 6V e.- G m�~ O V V U V v w0 o U U V v 9 V J .. q O u �W � c ti tiE V••Vi hV BMJ x••00404 0 OJ LV O�v�y u0 V v`✓ V�~ 2 L 3 �. O✓ O u V p v V a 4 u y N C v✓ y V M V G •G. ✓ u` 3¢ c L v b L J 6 f` •�-• 7 V^ Y� 4 F c u�< M L U O y u �q'lOjdVF�q>��•��lW WyW EQmWd'•W1� LEZ9VeuOO99ectiae sK ++ n 1 � 10 N N - • d2K y0 PO y n r1 W w Iw N 3u W _ m •� m d •p T6 U V 4 O q e • C ® V O G. L x W C O 3 N `• C • 4 4 u q lV C �O O M O M O Z O M 9 V O V •• .zi✓L uu• Vu O q• w Omuu _ Y GV N F�9 L V !{ Cd. n D N tl Y N >> M 1. u✓ Y� Y q Y� uy g j u w G^ •di F V -n+ O n u w J 4 F u n✓ C w M •O. y✓ .O n• nI ✓ _• Z ✓ o> O ✓ O ` .• ; V Z^ tl �.w u O G .y p V tl v N r: eG Y�• V N Y ] G C C �• V F C o G n j u O • V ✓ V V M Y ti P •� V C S 6V e.- G m�~ O V V U V v w0 o U U V v 9 V J .. q O u �W � c ti tiE V••Vi hV BMJ x••00404 0 OJ LV O�v�y u0 V v`✓ V�~ 2 L 3 �. O✓ O u V p v V a 4 u y N C v✓ y V M V G •G. ✓ u` 3¢ c L v b L J 6 f` •�-• 7 V^ Y� 4 F c u�< M L U O y u �q'lOjdVF�q>��•��lW WyW EQmWd'•W1� LEZ9VeuOO99ectiae '. NOTICES 6963 uF eg" O O O O O c o• o 0 0 0 �. o •ot •o. •y J h J J •~'f [N'1 h U p nim •O N [PV N m2K hU O Pn J d d P d P LL Q f O O o t u e a T� J. Luu v 2] O Fa u.n • O -J �u 40 OV •a? 9 O w H V uYix NfJ U9 O -+C V� • y C C M g U N F q Y q • 3 u p V V> U m°ox .. p°o�.x � n> v --w r. •F. �: '"a 4atoFx �mN� Z'J -4 '•• `V+O a VCf.ty rCM4y i�Cu i� � u J- ]Gi90ti40�V 0 0 p w u O V •� a ,y 6 w e u S V fwSi�� YCV±a cLFp X.�r YFGe � .Y+tYY o rt.].x+ uq Y S ••CVV Vz».r N u •.1 V v F � tOv r 4 T prMo9 UO•"•'� •• V w O •• W 9 R V .y O r .w N Y 4 Y Y y V• aPL3 fCwL O.p D -C. Tom[' .. c 4 �: S C 4 j: r j .'+ Pc' kVV>•V C tiuw 4W d'bV V[ Y 1. 6 O O w u u 9 QG••'40 W S .: y y ' � � q n •• f � y u O C 4 c OO O C �+ T m 0 C O O J u C O• W O 0 O � y. u u c] N C Q •• j• 4 a] 0 0 0 V Op O N O p" 6 [[-i U .,1 y� i u V u .j v� V [q. A y O p q •j F U� m V h 1i --,z H0. Ot.'• W uF O O O O O U p LL n ii [�+• V V J J S V V[ - S V• N O N ['1 • VV u4 �C �-• V q UG V"~ 4A6n L�NV Y VFCY „S.i NPN O C .Y •] > T 4 4 O a N O - Y aA. � o v O� w~ LLu uUH 07 Y'J[S Cwde •On r> 04• u� 11 Y •-F O -SO •JOM••JU v p 0 4 -• C 9 C !L `•• C q A V 0 N x 9 4• - i f o -, o a 4 F q •. M J 4 u a •ur Y. O NYY-4yv v.0i q4. flu VU>,Vt Vu`•V?MP. OL 2u0 .+d •ViO rydL GO�y.A � C.0 ci Vr�w Win] qT C gCFF fdy ' VVUV'o 4y%4pJ -E 6'l,. A..Y OwdYuu O4 %q•+pd N p V �mOaUU Ui•)r-16Fp��„'OdUVpv}A�6�UV•iNpd _ 0 K . III ' A 6964 1 i R m L ' Q W V q •+ L .p O z • O �w P - NOTICES • Q A Q W V q •+ L .p • O n ] E rl aN _ TY Y O N V M 6uN 69 ' Z o C L Mr V a O N u N 9 a x NO '� W y q ry C •3 T.w •O . M u� 4 N � w n C S .. P _. .. F o• b h P h u ' u _ •i N i eOf N 3 eC •• 4 y L u .d (Uy > W Y S.P 9 G V J19 Wy uo0. •�F a K YLG~nOusY uM6 Tia 2 s m r a V e •4 w a u t wy . c Y Paw o- J o xr o` • � v N y F F U w y Y u .. V m P „I O1 V Y -• t n o w V Y u m F m V mL C� 0 G 3 O p Q A Q 1� .p Q Q .p W nQ rl o N # NO '� W •3 NN N' � o• b h P h ' u _ •i N i eOf N I WW n K WZC aOP n •DO ^ P K u H N F . +m• f d V 0• L W • Q N N 9 Tm FUY.w T� G vi' G`n OFRR • N rl L 'O C 1• V O u W O b V w C D -L COLti-�? muY LV u O—Y CO~w V—J tl G^Y 9V • F� tjm uqm. FV N aY't` ixa V V m „I O1 V Y -• t n o w V Y u m F m V mL C� 0 G c61 F Y� a �• L Y C u(y OUK O C 36 mfL.'—V3 06 L~ ] T�yYX m_n5 mL0 CN VAYYx u�V•'fa VrJCM'JV�tV CY F4.j V%pC d• Z' <F uL� xwCLL �•JU?v0 it ' Mkn •: w.Y. 0f:9 -•nF% •OV VV�V •��:0 •`Y ��wFeY - H q$ F u O J � O . U p p VVrIU o®Ufw�t4lr YV Oa••K'VW>A�0.0 LV Y. _ •mlN9WVV SPi W 6'Om < m i N•W< N F NOTICES 6965, 9 L Y E 0 S N 6 u OM O vCY. dd6660.RdO.N v]9L~d4G464 00.4 � W O 4 0 L 0 0 0 O O O O O V O 0 0 0 0 U O V y U V W w y M 4 4 I. m vVJ u/ _ V40 a'i n n ii wPm rv0 nbP n`O ' � ry J Y n e Y ry 1 a G n a• _ „� C 6 hI 6 Yu m ? w dm u~ mu~ EN9 Y y v m u � u w y w 6 u X= 9 1 N C O y y O n O �YMVF tir C I C Y p N u V V r Y u = V u O] w 4 w C 4 '✓ < O V y n u E f v (]! w v y O �� Y Yi v O u ro F q u F W U r V qq ' u 'Jv ��__ FJ�_ _ V_Jv �OStl 7tlu _tl 0•v0 J m i 83 ' 69G6 NOTICES 84 I � maQ 0000000 P000000e0000 ooe0000«oo .i aw. . . . . . . . . . . . . a . u 0 ` i. 84 I � maQ 0000000 P000000e0000 ooe0000«oo Wns . . . . . . . . . . . . a . u 0 ` i. F - . . . . . . . . . . E q v j q 0 v� U N O q V w u V � � bb•pbtlbbbbb.Ob bNb Vbbb b.Ob pI Na MOaOiOJ •� O�. nOP -r .r .r - -CL4a. r N.pn OP roti My iW Up4l O.V S1'.N z NNON mNNN 7 C L t R 7 6 R 66660.. O.... x moon 000moo 0 0; 0 0 0 0 C O O w y X O O O X O 4 O q 2 p u •"O, M 4 4 p O j 4 4 4 4 4' UU V V V U V V V r OMN00N P0000�0P n^PNO.•n •1V O?N Or z VV1M Vn0 hb UV UVVVVV VUVUVU4' 0 0 0 0 0 0 P P P P P P P n n n n 0 0 0 0 0 0 YI M O F K y 0 0 0 0 O P P P b. 84 I � maQ 0000000 . �".�� 0000000000 -' u 0 ` i. a - . . . . . . . . . . E q v j q 0 v� U N O q V w u V _ Y .. y 9 pI Na MOaOiOJ •� O�. nOP -r .r .r - -CL4a. r N.pn OP roti My iW Up4l O.V S1'.N z NNON mNNN 7 C L t 0.66 60.66666.E 7 6 R 66660.. O.... x moon 000moo 0 0; 0 0 0 0 C O O w y X O O O X O 4 O q 2 p u •"O, M 4 4 p O j 4 4 4 4 4' UU V V V U V V V r OS.' z 0- ZO yq UV UVVVVV VUVUVU4' w0 UV VUV V VV V..v U Y C u 9 0 O F• 6 4 L " v OL m C .°'i.v.aoi�a ,• Nh NNNN -� 84 I � maQ 0000000 . �".�� 0000000000 -' i. oai� . . . . . . . . . . E q v j q 0 m V y 9 4i N u z NNON mNNN E b x moon 000moo �2p NO...ONn 01'1 n. � • a O V n 0 O V n P n. OS.' V V _ L OL m C ^ ,• Nh NNNN -� O 6._Oiu r NVN•OnO PH' 8 yLy]p Vim£ ....]did dP J) + W uJuOu�.• W 4m u •" w O 4 O M O _ 0, ONu tl O V • S r .Ni0 49 V O V W Qu V V O S C C; P O O O u q O r .N 4 u .Oi .Oi C y . y b m V J O n p0p } V� V� W 6 1• O• •.. P f4 OOVu 4 .. d. 84 I .H �".�� 0000000000 -' i. oai� . . . . . . . . . . E q q 0 m °f ' 4 N u z b x moon 000moo �2p NO...ONn 01'1 n. � • a O V n 0 O V n P n. OS.' n W' 1OOOPPPPN KgV.Oi _ 84 I .. oai� PPac,orq q q 0 °f ' 4 N u V Q 4:020: OPPPP 4 KgV.Oi � . ^ O 6._Oiu r NVN•OnO PH' 8 yLy]p Vim£ ....]did dP J) W uJuOu�.• _� 0 r1 V OF •" w O 4 O M O 0, _ _ tl O V M N Y 'vOi Y 4 N Lq L r � V W Qu V V r .N 4 u .Oi .Oi C y . b m V J O n p0p } V� V� W 6 1• O• •.. P f4 OOVu 4 .. d. VOW �• Z WVL� 0O44OH- - L v p x q 84 I ' NOTICES 6967 • W M Y Jy Y V p y b Y u g O 9 C M M _ nO V y r. O,O• W.r pVp qOqu - •Ai i.T ltw Yy.a .a N� M�Guv89 0' J Ny Ma9q .m>� - L •Oi m q Y L O F N P u a� 0 6° i Y^ O 0 � woO..L.ou m w a• � ,.F.f Eamr eo u O 9 y m VU« VFY V Nw n V- 6' G c' O O L 4.Lyyi •O ..�4 °Oa < „Cm• 9F B ,T• a qu ��rynry •F ` � O i b O V 6V W u V V O 2 V j� q nM .Li C u Y Y - .Ci lA w W� q�� C t U UO - � - , 1v YC •+ £ M1 N' q YVrY brw•Linuq _ 1 C4Tw V r N �C o rdl Vy WI Vu0.9 f. ^9>Nq •.•ll •. u: eui V " u u O A 7 n q G O - A v b V d °v _- . 4 P p v O vl C' V Uw .•9 Y ' � � O q < 4 A r M L^ U •L 9 •"C+ Y C m n W CMN q V .� M yW0 u 6 OS CF 6 n W �- ^�t j v .aa w FI -+ WUvu6 V q4q C u u u �. OL C .y H Z u 7 u f, ea � W„ W A •<.1 6 W e G 1 u y C y •!] n a p L O N q u L 4 M - ^� W. K N 1 L' N m ._ > O N �I • • Y t r J y ^ •ra • aON V V y �..Cirti9Vnui - N0 •6 mV p U uF " .V r0'`-•hL MM V CFy .4 M VY ba � C CO E A W - 4N w J L 6 O O O V C V Q •i � n O V V u p O O O 2 .� V V V V V p y M (J Z N N M V 6v g � -. N U - ¢ V - P Pi `• W GO •O � N q p � - Y o q n .a � a 1 u .� G•u uu m KnOuo o.;°n •� �yinn O0. - C'1 Ny E'no 0-4tl•h~°?•vmY oYx r•Yiu vN O •a � S.A f.Ju Ton w u> V rV vL .. • A4 V Li o v. u O y HW O • O Y a' < ` ` 0 U�Or 6 y O'J � Vwu4 _ .,W yo6m L��'c �.YAii 'ow 1 yJ mmY- m iL W y^ V o n u C u q -V •O] Y Y S, n O' n C � u .v M .a 0 y d M _ O , Y W d u - • � .. O O V° �i n 0 Y U .Yu � V 3: ` u A u w y •� L Y W -I .. O V - y V u O Y Cpp Y y N < 1 O el +J C Y n .ad J L y d 0u IA 4 •4° u• L f V r Y W 4 °i C u S a o c 4 V" L v �2 aA• w N C n u .. y' w .m. y C Q ¢I V q NONL 1 V oy �p 6U VD ^Yuu6gpy^ NK9 Y Y A_u j K �n OV V AFV VU U 4V~ 6 u <1VAV P V{aM S y? ^ .• .a V N W _ 0 L y O q L E m n W W Y T L ..• n y V° o L u u v C u i r O 4 N u F m u .wi O 4 4 tl' 4n F u ti 6 V N• u Y mmo°; V 4 67 O• �• y •-1 O C 'C Y w - V _ K o "4O^Wa• n u sYY s Y _ � ;-� .. �L rnuw.O.6�6ww OwLJ.w40y a V 0AFO uiWfi>i mai6 wyC Y O rW. NOTICES 4 sN ^ M Y f• a�L-^U2✓m TYw��C9 Y•fVUN ' _ 6 •. � % m n' � n'% •• � Ca � 4 [ •-f u Y b� M V V x O•%' •'• ' �4 Au uUm-✓urW+Vvi'J 'V VO Vuwp ;n0 p z o CO c >' V `ems n S •"+ a£ -n" o f� W c -. 4 A -• c Y n pc q eJ C u J W V V• W .Vi u (- m Y �v.ti 9 � n W L V V U u u n m 4 MVV Jn W Y E VO n 0. u d '3 w u V L O V O n „F�' V y Y V 4 W C U C w W -• n V U~ J r ^ m O .� u J 9 Cw.• L T -^� Y u u n ...rt •• u 9 0 W L VgYL-OYwG-��6 'nN QYJ[ �~•LGfw bEWVu4 o•+�OLVy 6 •n/ K 4 f. 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O n 0 Y� F �AV a0i O .� J 3 UO r u q 2n YL' C N my GOm Cr d m9VY n 6 tl y] • 9 4 u M m •• '• •O• '• a C u N O 6 9 � V YXW, 6 ,uV U v V •a 4 M O u F L V u F M q Y q V n ofG f 9 f L n u u [.O. a L `- �• ti N C K fw0, b G n L C v� n_ 9 im a C !A F+ 4 C A y 6~ 6 0 . `. {Jd0^V VOC O• P '-(•� mq d C9 Gf d..60.gY � n �• V Y1 Gp p O M 0 O y y C, O q O V C � m M u •O 4 v W y m� p OV JJ O O G O, p O iG Y e U%SNN of Opw Vv 4Q u M hN - Yy xiz'nVi V'fyVY u q� ci O o pgg O r NOTICES VAT O] uVS C; �J'..G4 F .I b VOV� 5^ yO..a Com_ J O `- O"O IYn4F 0 9-+ M -In ... 9 0 u£'"J? ^NV° FCx-.oWu jwNO 't°w'-'F.Oi GNA Y YY 6p0 C c 40 M aO 4 a C u0 ✓ a_TjE"•. tion VF u -CJ OVn�„M ” LI CFva 6%"_c' GV "u ua �.rtO mNv N.i 4l +uly9 ULF nwu qa V V u a- f. u G LL( r t0.' i e .r T. o w c f tl ."+ "u U '(`.:.0.i w •s c U � F •L U'V �O �UT 9J4"J °>N �O"7f-.0 `I 46]V~ WYK.+_4% V.u9 u 60 v.n TIO d F GO OV YE„< ¢VCFT. 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T4�� O F a'�V ". � C N N�Di V yF O � V50L ' 0070 tb NOTICES ] ti N .t 9% O F • � 1 V L 0.r f. r . 00 O u MVLUH O ! F O T O C V O • •� pH90 !\ Y i 1'• Yi C O aR O uFw M w i ; Y i J r'O.0 J .D G� O n A u Y\ Y 9 O �> i f>> v i• O F V " •C o Sw. V V% :'i F� a u 0 V ^: u 9 4 i G .... Nw }• n? EL LF F~ O M J % O CV9 u p0 SML'AY VM O_ C V NV " ry Ta>�P� VT O %C X VT �iOn MO< V w0 w ✓L uNV uu0 � u9 ✓ r V0 'mow O K L O ✓ - « a'I w V r 4 � 9 v .-a W F PI "- w v15 sYX .o :'pf `_ tNa o H'a s yao �•ri. Jie « �� °N' i o � .YI .i. > v NX -� a o f .r. • o v $ r a O a e o. CP jL 6�. O9 a 90 G F9N nMtiO Y� F >00 <.. i`y« F SO is x v.'+ o::W np_ ✓i v`• $ 9go s �� • � n «�- � u o.". o = om✓ o d owv p � � F � V.� N> b1= r Na.N.t ' ° i ✓ e 'xi. tll of ..Oi N eNF aY. 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T V ,O 9N V 4 „Y q0 LL ar q,VOF n 3I M u0i�a a"t VC 99 EF'J 6' NP r9 4'1 Yl a WO •Gd 9• r+ 4'3 w qN.• a f. UCnO ... ,Y .. ,a V u M P �C ✓ H Y0.' t'l o G .. V C N T V 'O .tli a e-� ] n> O 6 6 .w Y V N O 9 y •. .nL E ww FVu1iV •• ] x• w N Y N% i % '� u b V H � r H 4 r. O O K F F C✓ lu • w p u g M V o O V Y vi E •✓i a 0% 6 p O in aucooy� or •r el n E Vf 9 L ar p :o pykd•; �i pe ;.r.n Prl FUvhL✓w Em Y00 a'O• 7Ln MOo•�V p> C LeC00 NL MMN.6V. II8 ' e NOTICES • 6971 . h' o a n Wo ^ � XN • ~ W w W M C L 4 f •+"..t T T W . H T 9 / - p�[I < V Ov ; V O.Y 'x•S O w! r°i V Nq 1CY N � y M9 6 - vY • W i� T n T'hTTTT� p� W�03h 'O O3 �P. �n T T m O V nrvn OUOin.Oi v p Uro 1 Z Y C C C F F _ ..P w � FI m J u ~ 8 °C• 6 V Y u V O O C V Y M y Y 9 4 C w w C O C 0 Y [i ]� °'9P ? YN j X V O p0 V ] '9 V9M ° ..n ] J 0 1 1 1 • 1 ° _ FS G f E G u� � .• F O H t' � H V� g N x v, x x 9 - n X u �ur•O j X f X P X h yy yyyN ± W . CI ro e N .. � Q X • £ C 4 W\ Tf.TT' L - N ' m rou 3'V 9N ]°4.i S K S ,Z Y Tw '� V 9 ] rU Y O�OOV•� � ii M S s Wn FQ W�fuu 5R yC sa F f FJOO Q> 00S0 Z. F+ l+cm F, H \ m .• a n .. .. .. .. .. ' h y .. � :. .moi .e r w X .. V G u p i 6 O G n r n a w h _ V � G 6 0 O 7 .•ni ° j ] O O. P 6 m 6 C t V Y V v y fq•' O O O n° yu uuuuuuVu Y ' r ' 89 II DOMESTIC WATER SUPPLY WELLS NO. 9 and 10 CITY OF MERIDIAN, ADA COUNTY, IDAHO ' Section 4 OWNERS SUPPLEMENTAL GENERAL CONDITIONS The following items are in addition to the General Conditions and the ' EDA Supplemental General Conditions stated herein, and other requirements that are pertinent to the work. 4.01 DEFINITIONS Whenever used in the Owners Supplemental General Conditions or in the other contract documents, the following terms shall have the meanings indicated which shall be applicable to both the singular and plural thereof. a. "Agreement": The written agreement between the Owner and the Con- tractor covering the work to be performed, including the Contractor's bid and the bonds. b. "Bid": The offer or proposal of the bidder submitted on the pre- scribed form setting forth the prices for the work to be performed. C. "Bidder": Any person, firm or corporation submitting a bid for the work. d. "Bonds": Performance and payment bonds and other instruments of security furnished by the Contractor and his surety in accordance with the con- tract documents. e. "Change Order": A written order to the Contractor signed by the Owner authorizing an addition, deletion, or revision in the work, or an adjust- ment in the contract price or the contract time issued after execution of the agreement. f. "Contract Price": The total moneys payable to the Contractor under the contract documents. g. "Modifications": Any written amendment of any of the contract documents (including change orders) duly executed and delivered after execution of the agreement. h. "Project": The entire construction to be performed as provided in the contract documents. i. "Project Representative": The authorized representative of the Engineer who is assigned to the project or any parts thereof. II j. "Shop Drawings": All drawings, diagrams, illustrations, brochures, schedules, and other data which illustrates the equipment, materials and work to be furnished by the Contractor. 4.02 DESCRIPTION AND SCOPE OF WORK ' The work contemplated under these contract documents comprises the drilling, casing, development, testing and equipping of two wells for the City of Meridian, Idaho, as described in the Advertisement for Bids and in the Tech- nical Specifications. The Site Location Maps show the approximate location of the wells to ' be drilled. It is the intent of these specifications that the Contractor will furnish all necessary labor, materials, equipment, and other pertinent items and perform all operations required for the work, as specified. ' The general features of the work to be performed are listed in the Proposal - Schedule of Items and Prices. 4.03 AWARD, EXECUTION OF DOCUMENTS, DELIVERY OF BONDS The award of the contract, if it is awarded, will be to the lowest responsible bidder or bidders whose qualifications indicate the award will be in the best interest of the Owner and whose proposal or proposals comply with all the prescribed requirements. No awards will be made until the Owner has concluded such investigations as he deems necessary to establish the responsi- bility, qualifications, and financial ability of the bidders to do the work in accordance with the contract documents to the satisfaction of the Owner within the time prescribed. The Owner reserves the right to reject the bid of any bidder who does not pass such investigation to the Owner's satisfaction. If the contract is awarded, the Owner will give the successful bidder or bidders written notice of award within thirty (30) days after the opening of bids. At least six (6) counterparts of the agreement and such other contract documents as practicable will be signed by the Owner and the Contractor. The Engineer will identify those portions of the contract documents not so signed and such identification will be binding on all parties. The Owner, the Con- tractor, the Engineer and EDA will each receive executed counterparts of the contract documents. Simultaneously with the execution of the contract documents, the Con- tractor will deliver the Owner the required bonds. Failure of the successful bidder to execute the contract documents and deliver the required bonds within ten (10) days of the notification of the award shall be just cause for the Owner to annul the award and declare the bid and any guarantee thereof forfeited. 91 0 • 4.04 CORRELATION, IN'T'ERPRETATION, AND INTENT OF CONTRACT DOCUMENTS It is the intent of the specifications and drawings to describe a com- pleted project to be performed under the agreement. The contract documents comprise the entire agreement between the Owner and the Contractor. They may only be altered by a modification or as provided in the General Conditions of the contract. The contract documents are complementary; what is called for by one is as binding as if called for by all. If the Contractor finds a conflict, error, or discrepancy in the contract documents, he will call it to the Engineer's atten- tion in writing before proceeding with the work affected thereby. In resolving such conflicts, errors and discrepancies, the contract documents shall be given precedence in the following order: Agreement, Specifications, Drawings. Within the Specifications the order of precedence shall be as follows: EDA Supplemental General Conditions, Owners Supplemental General Conditions, Information for Bidders, General Conditions, Technical Specifications. Figure dimensions on drawings shall govern over scale dimensions and ' detailed drawings shall govern over general drawings. Any work that may reason- ably be inferred from the specifications or drawings as being required to pro- duce the intended result shall be supplied whether or not it is specifically ' called for. Work, materials, or equipment described in words which so applied have a well-known technical or trade meaning shall be deemed to refer to such recognized standards. The Contractor assumes full responsibility for having ' familiarized himself with the nature and extent of the contract documents, work, locality, and local conditions that may in any manner affect the work to be done. 1 4.05 TIME FOR COMPLETION OF CONTRACT ' Time for completion of these contracts shall begin on or before the date as specified in a written "Notice to Proceed" of the Owner and shall be completed no later than ninety (90) consecutive calendar days thereafter for ' Schedules I or II except for allowable time extensions. If awarded Schedule III, time for completion shall be one hundred fifty (150) consecutive calendar days thereafter except for allowable time extensions. ' 4..06 LIQUIDATED DAMAGES 9 C., It is hereby understood and mutually agreed by and between the Contrac- ' tor and the Owner that the date of beginning and time for completion, as specified in the.contract of the work to be done hereunder, are essential conditions of this contract and it is further mutually understood and agreed that the work ' embraced in this contract shall be commenced on a date to be specified in the Notice to Proceed. 9 C., 0 0 The Contractor agrees that said work shall be prosecuted regularly, dil- igently and uninterruptedly at such rate of progress as will insure completion. thereof within the specified time. It is expressly understood and agreed by and between the Contractor and the Owner that the time for completion of the work des- cribed herein is a reasonable time for the completion of the same, taking into consideration the average climatic range and usual industrial conditions prevail- ing in this locality. If the said Contractor shall neglect, fail, or refuse to complete the work within the time herein specified or any proper extension thereof; granted by the Owner, then the Contractor does hereby agree, as a part considera- tion for the awarding of this contract, to pay to the Owner the amount specified in the contract, not as a penalty, but as liquidated damages for such breach of contract as hereinafter set forth for each and every calendar day that the Contrac- tor shall be in default after the number of days stipulated in the contract for completing the work. The said amount is fixed and agreed upon by and between the Contractor and the Owner because of the impracticability and difficulty of fixing and ascer- taining the actual damages that the Owner would sustain in such an event and said amount shall be retained from time to time by the Owner from periodical estimates as a part of retainage to insure proper completion of the project. It is further agreed that time is of the essence of each and every por- tion of this contract and of the specifications wherein a definite and certain length of time is fixed for the performance of any act whatsoever, and where under the contract, additional. time is allowed for the completion of the work, a new time limit fixed by such extension shall be of the essence in this contract. The Owner is authorized to use such liquidated damages to pay additional costs for Resident Engineering and/or Inspection and such other costs as are in- curred as a result of the delay in completion of the project within the specified time limit. Failure to complete the work within the time stipulated in the agreement, including extensions granted thereto, shall entitle the Owner to deduct from the moneys due the Contractor as "Liquidated Damages" an amount equal to one hundred dollars ($100.00) for each calendar day of delay in the completion of the work. 4.07 COPIES OF DOCUMENTS The Owner will furnish to the Contractor up to six (6) copies of the specifications and drawings as are reasonably necessary for the execution of the work. Additional copies will, be furnished, upon request, at the cost of reproduction. 4.08 SUBCONTRACTS Prior to the award of the contract, the successful bidder will submit to the Owner and the Engineer a list of the names of the Subcontractors proposed for those portions of the work as to which the identity of the Subcontractors must be submitted as specified in the contract documents. The Contractor will s 0 not employ any Subcontractor (whether initially or as a substitute) against whom the Owner or the Engineer may not have reasonable objection, nor will the Contrac- tor be required to employ any Subcontractor against whom he has reasonable objec- tion. The Contractor will not make any substitution for any Subcontractor who has been accepted by the Owner and the Engineer, unless the Engineer determines that there is good cause for doing so. 4.09 TESTINC OF MATERIALS The Contractor shall furnish the Engineer, upon his request, samples of materials used or to be used in the work. Such samples shall be made available so that proper tests can be made and the quality of the material determined with- out delaying the construction. Testing of the materials shall be done by a recog- nized testing laboratory in the State, and materials which fail to meet the requirements of the specifications therefore will be rejected. Testing of the required samples and materials shall be arranged and paid for by the Contractor. This section supersedes Section 2.7 of the General Conditions. 4.10 SOURCE AND COST OF MATERIALS All materials furnished or incorporated in this project shall conform to the requirements of these specifications hereof a part. Aggregate for gravel and other items of the project requiring sand, rock, crushed gravel, etc., is not available from any City owned pit and it shall be the Contractor's responsibility to acquire the necessary rights to obtain and use such aggregate that will meet the requirements of these specifications. The Contractor shall acquire the necessary rights, at his own expense, to take material from such aggregate sources and to use the property for plant site,hauling roads, and other purposes and to pay all costs involved. 4.11 SCHEDULE OF OCCUPATIONAL CLASSIFICATIONS AND MINIMUM HOURLY WAGE RATES ' In accordance with Section 44-1006, Idaho Code (Supplement) as enacted by the Legislature of the State of Idaho, February 19, 1955, the current minimum wage rates are to be paid various classes of laborers and mechanics in the perform- ance of this contract as listed by the Department of Labor, State of Idaho, which ' are hereinafter included and incorporated as a part of these specifications, in— cluding any revisions made prior to bid opening date. ' The minimum wages to be paid laborers and mechanics on this project, as determined by the U. S. Secretary of Labor to be prevailing for the corresponding classes of laborers and mechanics employed on projects of a character similar to the contract work in the pertinent locality, are designated as the Wage Determi- nation, and it is appended hereto. 94 1 • 0 In case of any differences between the prevailing wage rates as deter- mined by the U. S. Secretary of Labor and the Idaho Department of Labor, the higher rate shall be the applicable minimum for such trade or occupation. The Owner does not guarantee that labor can be procured for the minimum wages set forth in the schedules mentioned above. The rates of wages listed are minimum only, below which the Contractor cannot pay and they do not constitute a representation that labor can be procured for the minimum listed. It will be the responsibility of the Contractor to ascertain for himself the wages above the minimum set forth that he may have to pay. 4.12 INFORMATION REGARDING EXISTING FACILITIES The information relative to the location of utilities and structures indicated on the drawings was obtained from the best information available and field observations, however, the Owner cannot guarantee the accuracy or com- pleteness of the information. The Contractor shall insofar as possible, deter- mine the exact location of the underground obstructions prior to commencing drilling and will be held responsible for the repair of any damage to any and all underground structures and/or utilities caused by his construction operations. 4.13 CONSTRUCTION SITE The improvements as designated on the drawings are to be constructed on land belonging to the Owner. The Contractor shall confine his operations to the limits of the Owner's property, unless the Contractor, at his own expense, obtains the right to use adjacent property, in which case the Contractor shall pay all costs involved in acquiring such rights, and all clean up shall be made as required by these specifications. This section supplements Section 2.37 of the General Conditions. 4.14 UNFORESEEN DIFFICULTIES The Contractor shall protect his work and materials from damage due to the nature of the work, the elements, carelessness of other Contractors, or from any cause whatever until the completion and acceptance of the work. All loss or damages arising out of the nature of the work to be done under these contract documents, or from any unseen obstruction or defects, which may encountered in the prosecution of the work or from the action of the elements shall be sustained by the Contractor. 4.15 MEASUREMENT AND PAYMENT All work acceptably completed under the contract shall be measured by the Engineer according to United States standard measures, and the quantities of work performed or materials furnished shall be computed on the basis of such measurement. 95 The Contractor shall accept the compensation as herein provided, in full payment for furnishing all materials, labor, tools and equipment and for performing all work under the contract; also for all loss or damage arising from the nature of the work, or from the action of the elements, or from any unforeseen difficulties which may be encountered during the prosecution of the work, until its final accept- ance by the Owner. 4.16 PERFORMANCE AND PAYMENT BONDS Simultaneously with the execution of the contract documents, the Contractor shall furnish the Owner with a performance bond and a payment bond in a penal sum equal to the amount of the contract price, conditioned upon the performance by the Contractor of all undertakings, covenants, terms, conditions and agreements of this contract, and upon the prompt payment by the Contractor to all persons supplying labor and materials in the prosecution of the work provided by their contract. Such bonds shall be executed by the Contractor and a corporate bonding company li- censed to transact such business in the State of Idaho and acceptable to the Owner. The expense of this bond shall be borne by the Contractor. If any time a surety on such bonds becomes irresponsible or loses its right to do business in the State of Idaho, the Owner may require another surety which the Contractor shall furnish within ten (10)calendar days after receipt of written notice to do so. Evidence of authority of an attorney-in-fact acting for the corporate surety must be provided in the form of a certificate as to his power of attorney and to the effect that it is not terminated and remains in full force and affect on the date of the bond. The form of the bond shall be subject to the approval by the Owner. 4.17 INSPECTION The Engineer will observe the work to the extent necessary, in the Engi- neer's judgment, to determine that the provisions of the contract documents are being properly fulfilled. The Engineer's inspection of the work done shall not relieve the Contractor of his obligation to furnish materials and perform acceptable work in conformance with these contract documents. The Engineer and representative of the City of Meridian Department of Public Storks and State Agencies shall at all times have access to work wherever it is in preparation or progress, and the Contrac- tor shall provide facilities for such access and for inspection. 4.18 INSURANCE The Contractor shall not commence work under this contract until he has furnished the Owner with satisfactory proof of the carriage of insurance as specified herein: a. Compensation Insurance. The Contractor shall maintain, during the life of this contract, Workmen's Compensation Insurance, or equivalent, for all his em- ployees employed on this work, and he shall, require any Subcontractors to provide similar insurance for all said Subcontractor's employees unless said Subcontractor's employees are covered by the insurance maintained by the Contractor. 96 0 • b. Public Liability and Property Damage Insurance. The Contractor shall maintain Public Liability Insurance against death or injury to persons or damage to property, during the life of this contract, said insurance in such form as it will protect Contractor and owner from all as above provided, in the following amounts: As specified in Section 3.3 of the EDA Supplemental General Conditions. The Contractor's Public Liability and Property Damage Insurance shall provide the primary coverage on all claims arising out of the performance of the contract. 4.19 PUBLIC WORKS CONTRACTORS LICENSE This Public Works project is financed in part by Federal aid funds. ,No Contractor, Subcontractor or specialty Contractor shall be required to have a cur- rent license as a public works contractor in the State of Idaho in order to submit a bid or proposal on this project; at or prior to the award of the contract the successful bidder shall secure a public works contractors license. 9'7 a. Scope. This section includes the '' plete drilling, casing, development and testh* Qf 8'40jiW City of Meridian, Idaho. r w The Contractor shall furnish all labor, materials sary or required to complete the work in all respects AAA hereinafter specified, or both. Each section hereinotii- cable into sections' consisting of a. Scope, b. tfatex Measurement and Payment. This method is emplo3t"',Jol Contractor in preparing his bid and in following fiP construction. b. Well Location. The exact location of the .iW to the award of the contract or contracts. Well No. F'te;j the City and Well No. 10 is to be drilled Northeast of.tha tion is shown on the attached J -U -B EN0INEE8St .** and N750904 respectively, a`s c. Minimum Well Construction-Statndarda. to conform to the applicable portions of the'A- established by the Idaho Department of Water Re ing treatment of flowing well conditions. d. Method of Drilling. The Conttaci of drilling on Well No. 9. The Contractor aha or the cable tool method of drilling on Well Nc shall be used in the drilling process withouvi e. Mobilization and Demobilization,." set up all necessary equipment for the drillinj such equipment upon completion of the drilling shall be made for such work, and, the cost of a] amount bid for drilling or for other items bid°' 5.02 SURFACE SEAL a. Scope. This section covers the trc surface seal but not limited to furnishing all and related work. And = equil r. shah 1'8SA @ YeXse Sad 7, DOMESTIC WATER SUPPLY WELLS NA r y $,<* n CITY OF MERIDIAN, ADA C6UM' X'VA ' g4 Section 5 TECHNICAL SPECIFICATIONS 5.01 GENERAL' nkT a. Scope. This section includes the '' plete drilling, casing, development and testh* Qf 8'40jiW City of Meridian, Idaho. r w The Contractor shall furnish all labor, materials sary or required to complete the work in all respects AAA hereinafter specified, or both. Each section hereinotii- cable into sections' consisting of a. Scope, b. tfatex Measurement and Payment. This method is emplo3t"',Jol Contractor in preparing his bid and in following fiP construction. b. Well Location. The exact location of the .iW to the award of the contract or contracts. Well No. F'te;j the City and Well No. 10 is to be drilled Northeast of.tha tion is shown on the attached J -U -B EN0INEE8St .** and N750904 respectively, a`s c. Minimum Well Construction-Statndarda. to conform to the applicable portions of the'A- established by the Idaho Department of Water Re ing treatment of flowing well conditions. d. Method of Drilling. The Conttaci of drilling on Well No. 9. The Contractor aha or the cable tool method of drilling on Well Nc shall be used in the drilling process withouvi e. Mobilization and Demobilization,." set up all necessary equipment for the drillinj such equipment upon completion of the drilling shall be made for such work, and, the cost of a] amount bid for drilling or for other items bid°' 5.02 SURFACE SEAL a. Scope. This section covers the trc surface seal but not limited to furnishing all and related work. And = equil r. shah 1'8SA @ YeXse • b. Materials. (1) imately two hundred(200)f8et•'of sealed by grouting. '. (2) Cable -Tool Method. The surface spat+ar11 i�at% mately two hundred (200) feet Of, m$0100fi:mn, tw�d y'�2Ifi� r sealed with bentonite. c. Workmanship. (1) Reverse -Rotary Method. The, -£o4 grout in the annular space-,b6ttiBe#'^i�E�� and the drilled hole byi esita 8 ga` (50) feet. Grout shall be pimped th�a3ty t C" the annular space is filled,as ind#eeted'1i�t :ut4 8.-- The cement grout shall be aloWed tes Bet fox C 1 two (72) hours, unless otherwise directea3 i$1 (2) Cable -Tool Method. The Contractors 17 i #t► a bentonite slurry around the twenty& construction of the well. _The1 17 ilt� to maintain a positive indicatieat . to maintain a close contact'. betille�: the wall of . the hole. The Comttikot#�`;� ba..a that not more than approximately five below the casing at any time: d. Measurement and Payment. Measureser surface seal shall be at the lump sum pric8 bid and Prices. If cement grouting requires more thspa t �° the Contractor shall be compensated for the addit2a #E" per sack bid in the Supplemental Items under the spproptet193-se 5.03 DRILLING a. Scope. This section includes'the,w&r wells including but not limited to furnishing'a11 :4 quired to complete the work. It is estimated that air such as clay, silt, sand and gravel. x sJ b. Materials. The Contractor shall provide sr bailers or mud pumps and all other equipment, matt. > drilling and completing the well. l c. Workmanship. The well shall be dttl h (20) -inch O.D. casing to adepth of approximately, wise directed by the Engineer. If drilled by ,",: " hole to accommodate the minimum twenty (20) 4twh a ie than eight (8) inches larger in diameter than thele drilled b the reverse -rotary method the Contredt*k:t y y mud pit shall be constructed away from any proposed b shall be backfilled in accordance with the speeifioatibiw,,ti 5.10.h. Below the minimum twenty (20) -inch casing, the accommodate minimum sixteen (16) -inch O.D. casing. It ialb+ will be drilled to a total depth of five hundred',(W consisting of ten (10) -inch I.D. well screen atici Cn*ifv* mately three hundred (300) feet. If artesian t.ohdk tractor shall be prepared to have the means availab rtti continued to the total depth desired without cfian,e"o ' The following elevations and water level data are of the most recent wells in the area, Wells No. 7 and.8. Well No. Ground Elevation Y 7 2,578 E` 8 2,618 The above data have been provided for information, is the Contractor's responsibility to determine if artesian countered and, if so, whether pressures will be sufficient - d. Measurement and Payment. Measurlseent im*,_ gtJ be at the depth below ground surface of the holetnall tion of materials will be made, and payment for dfils bid in the Proposal - Schedule of Items and Pric+ee3 materials or conditions encountered. ' 5.04 CASING ' a. Scope. This section includes. the wells including but not limited to furnl required to complete the work. It is estimal such as clay, silt, sand and gravel. It is contemplated that the well, when cc nal twenty (20) -inch diameter casing to a depth of feet and with sixteen (16) -inch diameter casing wh inches above ground to the top of the well scre*n O hundred fifty (350) feet, b. Materials. The minimum twenty. ($F9j shall have a minimum wall thickness of 0.375 luthie casings larger than twenty (20)-inch,"the minimum i Casing larger than twenty-six (26) -inch diameteri'sb casing used in the screen assembly shall':have a min All casing shall be new steel pipe, round and'.jdI4Aa by properly qualified operators. s v. drilled b the reverse -rotary method the Contredt*k:t y y mud pit shall be constructed away from any proposed b shall be backfilled in accordance with the speeifioatibiw,,ti 5.10.h. Below the minimum twenty (20) -inch casing, the accommodate minimum sixteen (16) -inch O.D. casing. It ialb+ will be drilled to a total depth of five hundred',(W consisting of ten (10) -inch I.D. well screen atici Cn*ifv* mately three hundred (300) feet. If artesian t.ohdk tractor shall be prepared to have the means availab rtti continued to the total depth desired without cfian,e"o ' The following elevations and water level data are of the most recent wells in the area, Wells No. 7 and.8. Well No. Ground Elevation Y 7 2,578 E` 8 2,618 The above data have been provided for information, is the Contractor's responsibility to determine if artesian countered and, if so, whether pressures will be sufficient - d. Measurement and Payment. Measurlseent im*,_ gtJ be at the depth below ground surface of the holetnall tion of materials will be made, and payment for dfils bid in the Proposal - Schedule of Items and Pric+ee3 materials or conditions encountered. ' 5.04 CASING ' a. Scope. This section includes. the wells including but not limited to furnl required to complete the work. It is estimal such as clay, silt, sand and gravel. It is contemplated that the well, when cc nal twenty (20) -inch diameter casing to a depth of feet and with sixteen (16) -inch diameter casing wh inches above ground to the top of the well scre*n O hundred fifty (350) feet, b. Materials. The minimum twenty. ($F9j shall have a minimum wall thickness of 0.375 luthie casings larger than twenty (20)-inch,"the minimum i Casing larger than twenty-six (26) -inch diameteri'sb casing used in the screen assembly shall':have a min All casing shall be new steel pipe, round and'.jdI4Aa by properly qualified operators. s c. Workmanship. The drilling of the sell s#ll be'stvaight The casing shall be reasonably plumb and the maximum $e9$&t,$oq fr --v*V missible shall be four (4) inches per one hundrs4-(1- , be the responsibility of the Contractor to see these t„# straight and plumb within these limits at all times y? make such test or tests as are necessary to datexmdmed, are being met. Any additional work required in redrill tsi St€gh well shall be at the Contractor's expense. The Contractor shall furnish and install any drive'shoes neer the casing installation. .�, d. Measurement and Payment. 3 (1) Casing. Measurement for tha ¢asitfgr(¢ length of blank casing that rains in: SNi se not including the length of the screaa shall be at the unit price in the Prrpooit' and Prices and shall include €urnishiug € rasisfso to and handling at the ,job site aced, li'xs ip i temporary casing or casing puide zy ,bs shall remain the property of ties Cottt�•° for its use. ; (2) Drive Shoes. 'Measurement and. shoes shall be based on.the ltndp �lusl. i < Proposal - Schedule of Items and 'Price '.' 5.05 SCREENS a. Scope. This section includ^a `U installation of the well screen,-includin ials, type and size of screens, method of and all incidental and related work. b. Materials. The screen shall be of'the- type (Johnson manufacture or equal) in'watermark st pipe size. The bottom of the screen assembly shall't minimum one-quarter (0.250) -inch thickness. "$laA C's screen assembly with a reducing Cone, or seal a�ipuro sixteen (16) -inch casing and the screen assembly. c. Workmanship. The provisions hot in Section 5.04, CASING, shall also apply to't length of the screen shall be determined after slot size shall be determined after samples of properly analyzed for size gradation. sr c. Workmanship. The drilling of the sell s#ll be'stvaight The casing shall be reasonably plumb and the maximum $e9$&t,$oq fr --v*V missible shall be four (4) inches per one hundrs4-(1- , be the responsibility of the Contractor to see these t„# straight and plumb within these limits at all times y? make such test or tests as are necessary to datexmdmed, are being met. Any additional work required in redrill tsi St€gh well shall be at the Contractor's expense. The Contractor shall furnish and install any drive'shoes neer the casing installation. .�, d. Measurement and Payment. 3 (1) Casing. Measurement for tha ¢asitfgr(¢ length of blank casing that rains in: SNi se not including the length of the screaa shall be at the unit price in the Prrpooit' and Prices and shall include €urnishiug € rasisfso to and handling at the ,job site aced, li'xs ip i temporary casing or casing puide zy ,bs shall remain the property of ties Cottt�•° for its use. ; (2) Drive Shoes. 'Measurement and. shoes shall be based on.the ltndp �lusl. i < Proposal - Schedule of Items and 'Price '.' 5.05 SCREENS a. Scope. This section includ^a `U installation of the well screen,-includin ials, type and size of screens, method of and all incidental and related work. b. Materials. The screen shall be of'the- type (Johnson manufacture or equal) in'watermark st pipe size. The bottom of the screen assembly shall't minimum one-quarter (0.250) -inch thickness. "$laA C's screen assembly with a reducing Cone, or seal a�ipuro sixteen (16) -inch casing and the screen assembly. c. Workmanship. The provisions hot in Section 5.04, CASING, shall also apply to't length of the screen shall be determined after slot size shall be determined after samples of properly analyzed for size gradation. d. Measurement and Payment. (1) Screens.Measurement s All Ur"', screen installed. Payment %t the Proposal - Scheduledf Its all costs of furnishing and meta of welding rings and the seal or reduc (2) Blank casing. Measurement shall be ba of blank casing installed. Payment ate bid in the Proposal _ Schedule<'ef-Itio (3) Additional Welding Rings. Meesisreau actual number of welding ringa;,1403 the unit price bid in the Prop" osa Prices. 5.06 FILTER a. Scope. This section includes the,matetUI for installing the gravel or coarse sand flt��ai nishing all materials, labor, and all incidentalF"-i9 d § b. Material. It is anticipated that-a4etO (0.04) -inches will be required and therefore, tMe;Cont grading of the filter material. All filter material -64 neer prior to placement. c. Workmanship. After the screen asismblP , the Contractor shall introduce a -graded graveliGet, the ten (10) -inch casing or screen and the-holers'!a point twenty (20) feet above the top of the 16el sC; rfg until development of the well is completed. After tl°;ice ing, additional gravel or coarse sand shall be'added 1A ttj of the Engineer. d. Measurement and Payment. Measurement Shaw: quantity of filter material installed. Payment>-vUan' 41 the Proposal - Schedule of Items and Prices. l 4: 5.07 CASING PULLBACK a. Scope. This section includes the;work a back of the casing regardless of the method ofrllas. b, Material. The Contractor shall have one hundred (100) -ton capacity available for pul3tng �t c. Workmanship., The sixteen (16)..1neb'C#tk expose the screen and the ten (10) -inch blank Cas„F„ t, ,k shall notify the Engineer when the pullback of the Ca® log shall be kept during the pullback of the casing fw d. Measurement and Payment. Measuremeftt an back shall be based on an hourly rate as shown in`t1Iw- and -- and Prices and shall not include any time spent ilr!,44 equipment or for repairs or maintenance work. 5.08 WELL DEVELOPMENT a. Scope. This section includes the work and eq§ii t required for full development of ,the well, including but not l taited required to develop the well. n: b. Materials. The Contractor shall �3#*.a tool method, by using a swab or bailer of not" diameter smaller than the inside of the Screen. The Dia ,z� rr well drilled by reverse rotary method shall have -prior appoia the'gi$g#tS:"' c. Workmanship. Upon completion of the drill'14ZUp ail ts�pl kCq installation of the screen and filter, the Con[raCtvr , t surging using a swab or bailey. Material brongh'infn ibisay frequently by bailing. Development of the well Aha,U--, able amount of material is brought into the wells $ 6 � 3 vigorous surging or as directed by the Engineer: } d. Measurement and Payment. Measurement for payt for detteppm{t shall be for the actual hours spent in surging or devekoo.tha well end Sha11' not include time spent in installation or removal of equipsd tllw-;for fefiajra % maintenance work. Payment shall be at the hourly, rate bio int tile,iropd�9ta� of Items and Prices for developing, which shall inCludS t 3 the equipment or material required. 47= M .4++Y4a F a^n�.it�*i'f wf YyE'4''�Y 5.09 TESTING �' ' x ;�" 6, u M i a. Scope. This section includes the work At .equip eAt =equina ¢tar well testing, including but not limited to size and type'of pub, time re rai .;; for pumping and all workrequired to test the well to 4et!!�¢ b: Material. The Contractor shall %trtifsh t capable of delivering a continuous supply of at least tsr£j r (1,500) gallons per minute (gpm) from a depth o f#e# ' suitable equipment for measuring accurately the discharge _€r�.the,tael7.' ,{,I 04,, 14 water level in the well during the testing operation. c. Workmanship. Upon completion of the developmanY of tho.t b; " pumpingshall be conducted in an uninterrupted, mr hours, with a total testingtime of a pproximately � ' plated. The Contractor shall be responsible forrp3Esu +sem -ry w �� °m<a"$i"'�."• w re -fueling during operation, to prevent even brief shu if; tiah in the testing procedure used. The Contractor shall b# '' s .a #or arrangements with the Owner for satisfactory disposal period. Water shall be disposed of in a locatiort:sppmy d. Measurement and Payment. (1) Furnishing, Installin and liemovi'n a. Yu and payment shall be on the, 1%A0 surf bd*• `.''thy Fret "8i +� , ule of Items and Prices. 4 ap> (2) Test Pump. Measurement shall 'be tsau6ltl^Yirc a= hours spent test pumping. 1 bid in the Proposal — Schedule :of ice:' 5.10 SPECIAL TECHNICAL SPECIFICATIONS a. Scope. This section includes general speciF it s -"Plea -; the drilling of the well, including but not limited to AwW6 wwt� disposal of materials; furnishing utilities; rocbrds 8pdr'.. `r f drilling; recovery of tools; protection of"watt.guality," etiva"' up. In the event that the actual depth of the well eXceeds- the 'estimated depth by one hundred (100) feet, the Contractor sfia11 colt#at't"Enter for authorization to continue. Compensation for additiot ai,$sli*49;pw drEEi13 $ be negotiated. £ + u b. Abandonment. In the event that the Contf�aihB�x. { the well to the depth specified, but in no event greater than the estimated depth, or should he abandon tell.beeaue 1�aR-� tools or equipment, or for any other cause, or if the well Aal2;`fall to iaeet tiH requirements for plumbness and alignment as previously set forth, the CP tractor, if requested and as directed by the Engineer, shall fill the abandons; W411;,'sith' clay or cuttings and remove such basing as can be :salve.' i11 �salv ' Sirt j or materials furnished by the Contractor shall remain abandonment of the well, including the filling; Shell WVotes solely ` tractor on the abandoned well. Allartial P paytmatite on the abandoned well will be applied to a subsegiient provisions of these specifications, or at the Ownei'A apo, prdm¢pC dit3li#pF , to the Owner. c. Disposal of Materials. All drill cuftil*4 u>f ials from the drilling shall be disposed of in a cleat ems- p' method of disposal shall be approved by the Engineer 4 s� z �* d. Utilities. The Contractor shall ,be irpq ` p.'� arranging for electrcity, water, or other ,util.itioo , the well. l W�°x�„-,,.;,� � Y � }r'•{OSx Fyrd 777!. �Y. 9cf . ✓ f r 6 a6,, tP e. Records and Samples. A log or retord`g1 tor's driller on a form suitable to the Engineer C1 shift worked the general character, thickness andIf�a the depth at which the water level stands in the well of each shift, and the nature and extent of all other! the exact time spent on each item of work. The log sl accurately at the time the work is being done; a copy' tained at all times at the job site and shall be avai: tion by the Owner or the Engineer. Upon completion al shall be furnished the Engineer and the Coatractorislu State Department of Water Resources the necessary log;' able from that department. Samples of all materials penetrated during < ten (10) feet and at every formation change above two every five (5) feet and at every formation change -belt These samples shall be of at leastone (1) pint size,, proof containers with lids to be provided by the Conti labeled to show the depth from which collected. P18s; are not acceptable. No payment will be made to the .Ce prescribed records or collecting samples and the Cost,. included in the amount bid for drilling in the Pre0086 Prices. Failure to comply with any of the foregoin withholding payment for work performed by the Contra f. Recovery of Tools. In the event bf.-Io ing any phase of work, the Contractor shall not be'e spent or expense incurred in an attempt to flsW61!:t prior to possible abandonment of the well. g. Protection of Water Qualm.. The Conti precautions to prevent contamination of the water in of any foreign substances, including contaminated waf h. Com letion and Clean Up., Upon acpep the Contractor shall cut off both the twenty (f)..1 inch casing at a point eighteen (18) inches;abtive 9179 the Engineer. The casing 'shall further be'prot8cted (1/4) -inch thick steel plate tack, welded to the cas! factory to the Engineer. The well site shall then be equipment, materials, and supplies, including the f3] and the site left in a neat and orderly fashion. Arl shall be backfilled with material identical tb that 4 areas shall be compacted to ninety-five pertene<4(%4 Optimum moisture content. No payment shall be m4d#5 graph and the cost of all such work 'shall b# int?lixTike! of work. ' 000 at shall maid-