HomeMy WebLinkAbout1966-03-07Merldlan Clty Ha),l ltarch 7, 1955
whe re
1s ad-
t Ambrose
use to
bids.
rray be
, and
plant area
ning.
lot shich
ns.
vil1 be
Iing pro-
e out by
West Broad has be rem ved f e-the
hed and buil down and com etel dat 18 l,iest
rted cover also re at the Westtherternl-end o Broa
dse vas located. Mr.d like to oyn this pert asl
acen s land and at one ti e t{as of the ori na1 deal
stated thatorne dco d be considered as o nol
Avenue couldroad ned and ttre balance put p for seale
tion Marvin Bwas made nd se lr. D. Skiveonded b that
xte ed fr esent dead ethe Ieast 50' width for a road right of
West
dto the Cit limits.Ibalahce of the land which rras t e01 SEUET
obe dec 1us and bed nte for e bv sealed bids a lco
ElIi yea Bodine, yea, Nav rXeotionassed3 Skiver
had ven|,[1. GregoSubdivlsionUt #tl was d scussed.
l-Ya sl-for a roa way to connect the teoed in the ldelker Subdivisi
r 8thrm Mr Gre y that the street fr rIas Yrittea to inflet
na the oarltand11 be lmproved as s\dest 7th along |Jestextencd to
15 to Aprll 2Jrd.tf Apriclean up vtlsSua1
CLty crews APriI 2511 stPick uns24tb
cleanthatsec
tby
nded by Joh.n Navarroverotlon
24th.1 16th thr A IrA
p ueek be
I
land
the
l*o" ,"{r." le encludetl rith thesei mtnutJs fron Mr. tiood requlstlrrgl tui. {"na.I
I II ttl I
at
a
I
made W. D.
I
M a Ha11 2
Bodine ,Na
March 7 7966
last
cen3us.
onpleted.
nt of
t5 tr45.t5
truction
or State
ighting pro-
Ist. Street
as pro-
daho Power
otion ssed: Skiver EI a
m.etin vas set f s arch 10, 1955.
Ma discussed the ad oft canvasing for a nev ENSUS as th
ensu was 195O. Addltlonal owth
sabil
can b
ci Clerk was instruct to ake t e necessary steps to carry out a
c struction of sewer €S r s bld at the last Councll eeti ras
oti-on was nade by W. D. S er d. se nded by Marvin Bodi that apa
6t62 40 be approYed rith 1oo/o 1d ck as a retainer antl that paym nt of
ma eat ELs time to the Spec 1tv on6t ction Company under 1co
id.
otlon passed: Skiver, yea Elti yea Bodine, yeal Nava vea
\,4 y Clerk was. requeste toc the Hlghway Departne t, M Bas
E er, or Ur. Bill- S htt meet r,:ith the Council to the
inter dal I Easlonge lnterstate south the hange fron Cotton
outh
hat e plawas nade by W. D. S ver sec ndcd by Keith 8111sotion
e St eet lighting Agreene t rr:i thesedforcrease of llghting t er
o Yt be approvedi
tocatlcn2rm L
reet at West Plne Av8th s
Ave .8th s reet at Uest Raynond'I
8th s1 ding
A
lton
Bu
EastI
l-ton V€.
A
eet at or ncar Gra
th Street at East Ca
th Strect at East C
E
East1
th Street at West IWest
tr8rDOIs, yeai Navarro, Yea; Elotl-on pa66ed all- yea3: ski a.
I
norc revenue .
i
I I
I
I hr'"
I
11
---r -at 1
'I
I I
MAKING AN APPROPRIA ON MON FOR ALL TIIE NECNSSA
C
THISo
TIES OI
ANU
ITY OF UERIDIAN,
AND ENDING
c
Y
c0u IYt
RTY IRST DAY OT DECEIBER
AHO, tr'OR TIIE FISCAI
ING KN01.'/ N AS ANNUAL APPRO ATIO BIIL AND DECLARING AN
that e r11otionsansecoxes nadc by Ksi16 E1 ilcd by Hg1v1n 8661r.
4 d eMa ren i tled:
o INANC LEVYING AN ANNUAL T UPO ALI,TAXABI,E PROPERTY TH]N THL
MIT
YO JANU
OT
r,6, AND ENDING
E CITY OF
HT] T IRST DAY OF DECE,IBERIRTY ]0,66
N
F 0
DO
NG D MAINTAINING STREET
r0R
MI ON THE DOLLAR FOR RPOSE
N
NGA r.REE BLIC LIBRARY, OI' TUO M E DOI,LAR I'OR THE PRO
THEILECERTFIED COPY Otr' THIS O NAN ,dITH THE COUNTY T CO
t
AX BA
otion Yas made by I d aec
ons sre or ces
n e
ea o
,se passeIraE ppro
ron er 6 prooana pu a copyon e
ecor
o r Jeaonpassver, yea;avarr yene, yea;
n8 proSraneo ts
ro dvay along Carlton f 7t to8
varro an
h Street need6 to be
ov
sett das
co idera 1e amount of the st Thetoiing m
nt s are must be settled at r dat
nies to fini.sh this.
a6 to the degree an amo
tter
tof
M1 Gre ry in ttds progran.
Iat
twa note that he has given lot tot
ing considered for t sv rlsdway to the Oppel este
ND LIABIL-
NG THX FIRST
ORDINANCE
e6 and pro-
RPORATE
MILI,S
OI'MAIN-
DING RE-
COUNTY
eren
n
o oun
t rril1 takc
of curbing
an
ticlpation
city.
et 6tudy.
ts
I|t
9
I
10
10
I
ad d sed.ed out that
t e
s for those
ts as
not su
e hJrdrant
isable to
ch feeds
en received
rooms on
e east sidc
etic
s a rorki-ng
A},IOUNT
85.40
l+o.4o
54.85
449.25
522.OO
481.09
162.88
t95.t4
t
'aYl-nq of East 2nd from Broa ;o Raildvay It war r point
this r ;treet area ls railroad oror erty r ind not a public roadnay. M ore s ;udy ni
needer I here before Eoins ahead wi-th an:I DIOEI drlt.
I larvin Bodine discussed the ratio:
Partii :i-Datir a in the sunnrer Clty
advi-sr
progri he ci
! c44rr
ly lini
rU,b-UlIi
tninr
suppo:"tinE t he progran through ta K payr inits vho d(nent ar
of individual regist
elation to those in t
.d those outside the I
thi,s,lrografl by taxation.
)t larg€r water 1i-ne is neces o ext€sary t nd out to Oppe1 Harve ster trom tl
cn Ta'rlor Ar cnue on out to their build:rn86.If this is extended i t seer ned adl
extenr I at &€6,, sire even though it cor nes fr<m a 4t' line off llerid lan S breet r
from ;wo dir ections.
I {. D. S errnit has btkiver explained that a 6pe :ia1 cc rnstruction easement p
from ;he Hi!;hway Departnent to co nstru,:t a pt 'ivate seUer Line to t he tv > rest
each r rnd of the spectator area an dto lay in the highway right of way a long tl
of th,r inter change to U.s. 80 No!th aI >ng Eal Merid ian Atl
Assoc:-ation.ThLs does not invol ve thr City in any costs now or I
rt 1st Street for the
ater rsiti
easemt lnt.
l liI1s r,fere rcad:
nrfsn rUPU ND
?-28-6('\ .Q 4.4
HcriClan Auxll1ary lo1icf
n^- !l s+^--- , tfqvat^
Geae
Gana
ral
nal
2-28-5(
\.Qat
Keith Ellis
T^L- D N-.'--$^
Coun :iIman Gene
Gana
ra1
nal
?-284(..Qrt
t{ayuc D. Sklver
M^--.r- D P^,iti-a
Coun :ilnan Genc
Gana
ral
.el
2-28-6(Work Gene ral
r1.. -^T T ^.-
s Supr l
t !I^-r
2-28-6(Eeralal J. Cox
rr- -^ r r T a^-.
City Clerk Gene
Ganr
ra1
ra1
rf Gene2-28-6(. ^9 at
, Gene D. Hlncr
'
^L^-r ^^ P er..6i+
Poli :c Chir ra1
ral
Gene ralPatr)1man- ,. o.
2-28-5(
"' .Q Ll
i Donald E. Lukehart
: n-^1 q n^]Aa6i
;t Gene ra1Cler<-Typir2-284(
.Q Lt
)Eelen G. Ryker
/1---! T [-L-^-a
Firc
T.{ }rr
Chief-28-5 Roger ltJe)-kcr
N-_--- c c- -^
Fi-re10 ].6.45
Orvillc R. Vincent
VoI{FTER lorrr 1
96
.:-g.A::
3.nI Gonr 1 Wrtea Etr. St.Oil.
Roport of Treesurer of l,ier.l,diu
Jrtrulry, 1955
rib.
52L"96Bs1.&rd.927074.04Roptro $t]:}.Zz8ot.1 68481.26
Dlebo 9429.IIlrlenae ffi
2r6Io.u
28110.57
5r7n.1t
8122.76
45297,95
tx)n@
2151.75
21 t.75
411.85
1719.90
'186.4'
242:fr.
,015.01
4q7.86
2518.17
110.40
r\\7 r.9\
5684.15
5684.t1
1114. ?q
]'.616.7,
76.51
r560.11
2L555.15ltz.n
T'tt_5"
Rro
45.o9
2229.\A
2274.67
wfr
Sewet
189O/t.05
.10
(
I
I
t
C March 1 66
ene
Wate
AMOUNTzrt.n
16.09
7
t 28.04
L31.ro
18.12
42o.09
er e e
.c16er Lron l{ofks t nc.
n c
12]'68.40
fi.@
122
t2,
15.00
244.80
95.68
24).6t
ll.oo
18r.54
t4,
t45
1 lL')
149
151
L5'
t5?
t59
t10.tt
NDDATE
v0u
o
a1G
Latb
Labo
eral 1.7O UatetrG
28-66
-66 RlI S. Clarkson
Dean Poster110
t11
Gene
b enera ,oo.oo brary Jl,teridiaa Occldent CL12
11]-28-66
aI
Uate
Gene
o
ES-28-66
Consolidated upply
Certifi.ed Laborato
1I
115 aIe
Wateipe C20-bb
Auto I-D
Paclfic States Cast
L1
11 af-
Wate
ene
Iron
11 28-55
I. To !,'rne
Ne tune Ieter Co.
Gene-29-66
alt
Clty of Mcrldian
d e
Tras haul
ene
aI 19 80 hrater 15.20-28-66 Genc
&N
ci.t of Meli-dian
uto
Gene
eneL
t2?-28-65 Bank
ne6
onal
ene
td-bb
unner o
ral )72.4o vater 172.
ene
28-66
den
Interrnountain Gas C
cati
Gener
Gene
ne
-28-65
tes re S
DcL Chcnical Corpor ti-on
tain
Gcae
-2
-28-66
-28-65
-2 ene
Wa
-28-6
en SIlcrldian News-Ti-ucs
ca
Gcne
ene
28-56 Genc
ene
-2846 Gener 111.19 llater ?.
ene
r,18.59
-28-55 1c Gene 18.09
-28-66 ountain States te1 aI 170.9, tite r-99.r,
-28-66 F&NAutoBepair
ove!
Gene 5.14
-28-66
SE
Storey Feed & Seed
6 o.
o.Gene 5.tt
er
!i ate 8.80
Gene-28-66 ard 91.19
28-66
s c
h/at L?.28
p
-28-66
ware
Spccialty Conetruct
e
onC Gene
bir a5 read,
LLIi yeaver
ing no othel busine ome fole the Council the eeti d adJour?ned.ere
City CI
yor
129 I Heritlian Po6t Officd
Pltnan OiI Co. I
,6.58 rire ,9.00
t3
Housc of WheelsL35
16.48Catterson I s
141 &GasIdeal
John & B1Llrs
Meii,dian Lunber
{-e8-55 Kaluus Suppljrt5)
I Iaauo state Electridal
-
Coneolidated Supply Corapdny
r""oJu"u bv John Navarro !*t a["--T- - I-t
546.t6
I
33{-
AI{ ORDINANCE I{IXING AN APPROPRIATION OT HONET IOR AI.I TEE }IECESSA.RY D(PENSLS ANDLIABTLITIES oF tIlE 0ITI oF !'TEBIDTAN i ADA cou!ffI, IDAgo, roR TEE FIscAL rxAx colt{-
HENCING THE FIRST DAY or JA UARIT L966r AND EITDING THE TIIIPTY.tr'IR$T DAY or DECE{-
!9I 1966, IEIS ORDINANCE BEING KNoUN As TIIE ANNUAL APPRoPnIATIoN BILL, AI{D DE.CIJIXII{G AN EIENGENCY.
BE IT ORDAINED By THE IAIOE AXD CIry COUNCIL Or THE CITI OF MERIDIANT ADAI
COUI\ITy r IDAHo: -
SECIION 1: Ihat the follouing sums of Boney, or so ouch thereof as may benecessaryr are hereby appropriated out of any DoDey 1n thc City Treasury of theClty of Xeridlan, AiIa County, Idaho i aot otborviBe approprlated, for thi pulposcof defraying any and ar). necesaary cxponaee and liabil1tie6 for the sai.d altt oflleridian to bG iacurred for general uunicipa.t purloeea for the fiscal year con-nencing the let day of rlanuary, 1$65, and endlng the )1et alay of Decenber, 1!66,said purpogcE beiag as fo1J.ore, to-rlt:
oRDTNANCE rrc.-U
Salarlea..... ... . ..3
l{iecellaneoue & Beser$€... .
Uater llorks Haintcaance.,
tdater l/orks, Capltol Iaprovencnt..
Pover & Purd?ing. . . .
Sauer llalntenance.. . .
Clty Park.. .
Street llaintenance. . . .
Strect Lj.ghts
Street Oill,DB
Flre Departrent...........
Library.....
SECTION l:: The Clty Clerk of the Ctty of Ueridiaa is
upon prescntatlon of plopcr youchers approyod by tbc llayor
the saLd Clty of eridian, as proyided by 1av, to drar bls
above etatcd aad against tbe approprlatlons as nadc ia thr
this Ordlnrncc, Lu favor of the partiea entltled theratoi
296.oo
42,9oo.oo
22rOOO.0O
4r@o.oo
1IrO0O.OO
2tO0O.OO
5,5oo.oo
2 rOOO;OO161892.0o ,,a-,,:,1..rJJ,)OO.@--/
? ,89? .oo 3 '-' - '.
)J90.OO e...,."
1,625.00 t -^-,X.creatior... ),2 -,,:t
fota1..... .. .... . . .$])1t4oo.oO
SECTION 2:: llhc alount of none1r d€rived frou fundg or Eoutcee creatEal by
Iav for the apecified purlosos iu thie Ordiaance prorided 1a hereby appropriateal
for euch purpoBee and uo other.
hereb)r authorl,zed
and Clty Couacl] of
varrant on the furd6
preceding scctloas of
SECTI0N 4:. That this OrdlD.ac. bG. and the Eaile ie hcreby deslgnated aE
I'TI{E ANNUAL APPROPUAIION BILI OF TEE CITY Otr'UERIDIANT ADA COUNIYI IDASOT tr'OR
TIIE FISCAI YEAR OF 1956II.
sEcTIoN 5:. UlIEREAS r there 18 aB eaargo:rcy thcref,ort yLlcb eDer6encJr ia
declared to erlst, thio Ordinancc sha1l takc effect and be in force froo and
after 1ts peeeage r epproval and publlcation as requlr€d by Iev.
!
Paesed by the Clty Council and apploved !y tbe ldayor of the City of.
l{eridian, Ail,e County, ItLaho, tble 7th day of trarch, 1!55.
: -:APPROVED 3
MAYOR
w\
ATTE T:
1
\j
CITY
)'..",i.
.1
.1 l
.,1.-,'f, ,-,
ATTEST :
CLERK
AN OBDINANCE IJVYING AN ANNUAL TA( UPON AI,L TITE TAXAELS PROIERTI WITI{IN Tffi COR.
PONATE LIMITS OT TEE CITY OT MXRIDIANI ADA COUNTY, IDAEOT I'I)R TIIE F]SCAL TEAR
BEGINNINS THE TIRST DAY OI' JANUARI, 1966, A}{D EIDING TEE THIRTY-TIBST DAY OF DEC-
E.BER , 1955, OF ft'EItTY IIIILI,S ON THE DOLLAR EOR GE!{ERAL }IT'NICIPAL PURPOSES i Otr'
rIVE MILLS ON THX MI,LAR IPR THE PUBPOSE OF OILING AND }IAINTAINING STRETT, OF TUO
}{ILLS ON THE DOI,LAR TOR TI{E PURPOSE OT MAIMAINING A UUNICIPAI, IIRX DEPART}MM t OT
ONE MILI 0N TH! DOLLAR IOR THE PURPOSE Or SUPPORTING A rREE PUBTIC LIBRARY, 0F Ttro
IIT-q ON TIt[ DOLLAB TOR IIIE PURPOSE Otr'PROVIDING BECREATIONAL PROGRAMS, ALT I{ITHIN
TEE SAID CITY Or' ffiIDIAN i DI8ECTING THE CITY CLERK TO FILE A CERTITIED COPY 0F
THIS ORDINANCE UITN lHE COUNTY TAX COU,ECIER AND THX COUMY AUDITOR OF ADA COUNTYT
IDAHO; AND DLCLIIRII{G AN E{EnGENCY.
BE II ORDAINED BY THE HAYOR AND CITI COUNCIL OT' T8E CITY OF I,{ERIDIAN t ADA
CoUNIY t IDAHO r -
SECII0N I. that thcre be, aad thcre ie hereby lcrted upon all the taxable
propcrty yithin tbe corporate llolte of the Clty of Neridlanr Ada CouDty, I alaho t
vhlch lE taxablc by lav for Stete, Count)r, aad l{uaicipal purpoeea r the followlng
amuaL taxes for the purpoEe of.lalElag reyerue to {qfr,qy the necessa4y expetraes
and llabillties.to b. lncurr€d -iu tbe Clty qf Merldiq4r Aala countyr ldaho, for
the flscal, year coorencing on {anuary 1, l,965.and en41ng Deccnber J}, 1955r for
the foll,ouing purpoEcs r to-sit:
1. An anaual tax of Tventy Xi1ls on tbe Do1lar for gencral inunicipal, pur-
poses of the sald City of lleridian.
2. An annual tax of, Five }l11le oa tbe Dollar for tbe purpose of olllng and
EaintaiDia6 atre.ts.
t. An annual tax of Tro l{tlle on the DoDar for the Purpose of maintaining
a Muuicipal Fira Dcpaltnaat.
4. An annual tax of Onc Hill on tbe Dol1a! for the purpoee of malntaining a frec
Public Library.
5, Aa arnual tax of Tyo.l{i11e on the DoUar for tho purpoas of providing
for and legulatlDg rEcreational prograne.
SECTIoN 2. fhat a certlfled copy of thls ordinance ehalI be by the City
C1crk of the sald Ctty of Heriiliear c.rtl.fied to the County Tax Collcctor and to
the CountJr Auclltor of Ada CouDty, Idaho.
SECII0N ,. UNESEAS r tbera le an e er8etrcy therefor, which energency is bereby
declared to erictr thls Ordlnance Bball teka effect and be in force and effect
froo and after Lto pa66age r approval and publication a6 reguired by 1aw.
Pa8sad by the City Councll ald approved by the llayor of the City of MerldLant
AaIa County, Id"hor thia 7th aiay of Xalch, 1955.
APPBOITED :
onDrANcE No.-1ts_
l,{A
I
lJ
I
tJ
.i
CI
W 4-'.-
7.1 ^,
l*
lclrualy 2tr 1966.
Co94o o!.corttc 2,tolao, Idrlo.
!O ltBol I! Itl OoilClnf,r
Drel Ellr
IDa Lyotr Don lL Etoroy htl t qu.at.ll thtt lrrrr llllslt
D. ?lltt Br llloh rtrt.r tbrt H.|t orrlton ltraEur lt to lr
ooutlur.d .rat'r.sd aall oonn..td tloa f!.t it! atf.G tOsjrrt 7th lt!..t ln tlrr reltrt Sutrtltrtriu tEourn lot lO. at!. EI,.D.a of tb. Clty of lrrtnba .r Irt e frlo .sr..rilrltb f. olagosr.
, fbl. .t!.ot tr to br o1116 sul to outl erscdlal to9l1y crd Oountt rprolftcrtlo[ rlSh ! rt!..t rtlltrb ol 60 trlfptoD.lt, tllr to DtoI,.tiy llno. EcI to L l.oElrllrLrt brd llurta3 tb. 1966 otltle ad trprovrnt lEoglaro 08 .r
roo[ thaFatfBat rr foalallr.
lsr tlr lttor cd 0c!.ll
8ho.ral, toc rt
Brrali! ,r CorClty Clorl
v
CLARENCE A. FLANTINO
Drararcr couiT
rr.o..rcro auDlTon ^ND Racoiofi trC]UNTY trF ADA
EOISE, IDAHtr
COURT HOU'E
FEBRUARY I8, 1966
CER:T'IFICATE OF ASST]SSED VAIUATION
FOR THE YEAR
I965
S[ate oi rdaho )
)
CoLrnty Of Ada )
Pursuant to thc Provieions of Scction 6l-919 of Idaho
Codc, I hcrcby ccrtify that thc Aaaess.d Valuat ion of
CITY CF ]'iERIDIAN
for tha ycar 1965 ae shown by thc files and rccords in my
officc is: $I,58€),099.
In Witneas Whcrrof I havc hereunto set ny Hand and
scal this l-8th day of Fcbnrary, 1966.
/
CTARE},ICE A. PT.AI.ITING
Auditor, Ada County,Id aho
7
frlrurry ?, 1966
tt cl.ltt Canatrrrct loa C..
1020 t.iar Etr.atlolr, tdrho Err0,
Sctlct
laa
Ackn l.dgffiit
ora )
ltryrr
Clty ol ltorldlm
,I,
Locrl lryrorrat Dl.trlct Ic. l, Sor lrtG.lx ttar.ct
6lty of ,t r{dl.o, I d.ho
?urrurnt to oontract doerrlrt3 .ila clt.d pralrlro tht-tr ,x. .r.
tbtltlad te procaad rlth tlx nri eovrrod b, th. .tarttat-6caa €ottract.rlr a.t. ot f.btu.r, l{, 1966, rlll t th. .ff.ctln drtr lrr tal.i cn-
plrtlca tll rlll L ..Aut.d.
tprclrlty Co tfi,.tfo,i Co. rlto arr-i to canc. rrl oa ot Ltata
tha a.t. of f-rurry 2\, l#, rad to lblly coqlrtr tll rf,or.ct rlthla
!0 crl od.. dryr ol th. .ff.ctlw d.t. rt.t.a .Lr,..
lhr flr. ef Jolraran, una.rtotl.r 3 trlgrgr, coatllltlnt tqlmrr, rlll
airra .t tha Clt, cf llrldlra'r r.pr.rlltatlva ln -tt.rt ,ftal.tlrr' t.
tha Gcirtrrctl en ualer thl r proj act .
Y rul y1
a
vt
L
P
27*-s
ie
T{iI. -7 eL-k-
)
I
2/2
r.ftlt
)
Aw I
U
/ra_r.
/lt C77 4"14'
F,/<-*rr
LOCAL IMPROVEMENT DISTRICT NO. I
CITY OF M ER IDIAN
ADA COUNTY
IDAH O
SEWER EXTENSION PRO.'ECT
1966
SPEClFlCATl0l,lS At{D C0t'ITRACT D0CUllEt'lTS
JOHNSON, UNOERKOFLER A BRIGGS
Contull ing Engincarc
lO2?- l?lh Avcnur So.
NAMPA I toAt{O
I
I
LOCAL Ii(PR0VEMENI D I S fR ICT N0. l
CITY OF I^4ERIOIAI.I
ADA C otr NTY
IlER I O IAN, IDAHC
SFW: R
'XTENS
ION PRO.,]iCi
1 .q56
PLANS, SPECIFICATiONS, ANO CONTRACT DOCUMENIS
IHE OWNi R :
rJE T[''TIEED.
JOHNSON, UI]JERKOFLER E BRiGCS
Consu 1t i ng Engi neers
1022 Twel f*.h Avenue iouth
Nampa, idaho 83651
Telephone: 466-2323 or 898-2321
Area Code 2C8
D0N M. SiOREY, Mayor
City of Meri dian
HERqLD J. C0X. Cit,v Cler^
City of l'leridian
S e'. I'lc.b
Ii-0C{: ixPR0VEMiliT 0IiiRIilT N0. l
SEW[R EXTENS ION PRO,lLCT
C ITY OF I'lER'ID ]AI.J
MiR]DIAN. I DAJO
-f a ,- 1r
)ai€ \.-.
Adver t i sernent for Bids
I nformat i on ior B i dder.
2
]
40
4C
\3
43
q
5
6
7
8
9
Proposal - Schedule of iiems and Pr-ices
I an ancj Equ ipment Questicnnaire
i'r-6p65aI Bcnd
Contract Acreement
Per fornrance 8on d
P r-cposa i
Pa ymen t
Ceneral
q
ll
15
l5
18
19
20
10. idaho S rate
S c hedu i e
Bond
Conditions of Cont rac I Section I
D epar tmen t of iabor Frevai I ing Wage Rate ?(
11. Special Provis'ions
Section 2.01.
Section 2.02.
- Sect'ion 2
0escr-i ption and Scope of Work
Tinre fo. Beqinning and Cornpletior cf
Contraat
Right: of WaySeciion
S ec t'i on
Section
Section
Section
Sect i on
Secrion
Section
Seclicn
Sec:ion
Secaion
Seci;on
2.03 .
?.05.
2.01 .
) ^a1 0a
? ln
; II
l .e: anci G rades
i.Jare!'anC P ower
q0
40
40
4r
4l
4l
41
l+2
\2
4?
\2
Di spcsar of Surplus Material
iinforeseen 0i f fi cul t ies
Infornation pegarding Existing Faci lities. ---
Cons:ruction cn State .lichway Right of Way --
F I acnen
Iesti:: l'laterial s
Stal.e a5d Federal Inspeci;rg Agencies
Sa;...'"' ?r eca,lt i ons
Emplcyrient oi Idaho Resi dert s and Prevai I j nc
tla ce Schedu I e -----------!
Section 2,15. Soui-ce and Cost of Materials
Tab le oi Content., continued
11. Special Pr
Sect ion
Section
Sect i on
Sect i on
Sect ior
Section
Sect ion
ovisions - Section 2, conlinued
2.15. Irsurance
.11. 2eri'o.nance ard cayrne.t Bcl.ds
. 18. Mair:enance and Guarantee
.'9, Susper s i on of Fayments
.20, Partial Payments
.21 , Accegtance and Fi na I 'ayment
)
2
i-t,1* 1,1
l+a;
t-
u5
+5
45.22. l,leasurement aad Payrnenr
12. Special Speci fi cations L-,,-
t)
5c
^'16t)
b5
Sect i on 3,01. General
Section 1.02. Sewer Lines
Section J.0J, l-lanholes
Section 3.04. Sewer Servjce
Sect i on 3.05. Street Sur-face
Connections
Repai r
Section 3.C5. Cleanouts
13. D rawi ng s
Sani tary Sewer Extension for Ci ty
Sewer System Detai I 0rawing-0w9.
Meridian-Dwg. No. 5512l7-Cl
651 211 -02
of
lio.
)
tocA,- jlDRovtfirlrr otsrnicr No. t
SaWER EXIENS I0N PR0JEaT
C IIY OF I.4ER JD JA\
l'1ER ID iAfi, I CA:r0
-_,,. l.:" lt-:li al-^_
)epdTdIe
known as
unti l
Mouniaii'l
r ead.
1566
i5
T he Own er-
a'l 5.,
sea led bids wj ii
e 0wner di it
<.y ua,
iai''rdar i I me. a
be recei ved
e offi ce ofI-, ''saa,
t which t'ime
by
t he
the
the Ciiy of Meridiai-, iCa-o, te-ei:afrer
.'eridjan City Clerk ir l\le:-i Ci a., Ida'ro,
,-he Scur of 8) oo o'cioc!. e.n,.
pr-ooosa l s wi l l be opene. a-d p;5 'c lv
The work contempiated ;s for ihe construction of cerlain sewer :i-e er:e-s'o-s,
manholes. clean-cJts, elc. as they are requireC i. the vicinit1, or :.e prcper:y
which lies between the ,.ura Highway and the rew location of State 'irhway 59
(East First Street) in Mer-idian, Idaho, and as n]ore particularly cu.1r-ed i:
the detail plans and specifications cn file in the cffice of the !'cjteers ard
the City Cierk, entitled rrLocal Improvement Disii-ict No. 1, Sewer Ex.,3-sio
Project, City of Meridian, Ada County, Idaho[ and consisting general lv cf the
foi lowing work and est imaie.i quantities:
Linear
L i near
+ trach
iach
Feet
Feei
BI Diameter Sewer Pi pe wi th Rubber Gasket Joi nts.
4" giameter Sewer Se:-r, jce Pipe w'ith Rubbe: 'las"e:
..loi nt s.
Precast Concrete t\'lanholes with Rings, Corei-s, and
Dusr Pans.
Precast Ctncrete Drop l',lanhcle with Rings, :overs,
and 0usr Pans
Co.crete C lean-out
4rr and 5', Diameter Sewer Serv,ice Connec 'cns
'.o -ohnson, Underkoiler G Briggs, Consuitinc E:ci-eers.
right tc waive any informai jties or to rejec: a1,v or
bid proposal schedules.
I Each
4 Lach
ancj all work and mateijals subject to fnii,eer approval.
The Information for Bidders, Form of Bid, iorm of Contraci, P1ans, Soeci'ica:io.rs,
and Forms of Bid Bond, )erformarce and Payme:t Bonds, and othe. cc.:rac:
docunents ir,ay be exani'ecj at the office cf the l.1er-idian City C1er., ler;dia':.
Idaho, or at the office ci .ohnson, Underf.of ler ! B'iggs, Cc:sulii-c E-::.ee-s.
t022 Iwel ath Averue Soe:i, i\a:npa, Idaho. A ccpy of the said documen:s ra.; be
cbtained ai the abcve ci;ices upoi payme.t o', a charge of $10.00 oe. se:.
Paynent is to be made
lla rpa, I daho.
iESETVCS
:it a ., or
the
Each bicjder must deposi t with lris bid, security in the amcunt, '-r-r a-d
subject ic the conditions provided in the Information for Bidders.
tr1
TH! Lr: i r''::R:
Ie I ecrore:
bidders
to.5c'
led '.o
waoe
js par:l:u1ar1y cal
obserr =C and mi nimum
e i eQi)
ra'!eS :O
jC da v.. a f '.er
:.cccsa ls with evidence o
'"r: vr:r k t o be per f cr nr--d.
jrgnentS fOr cord
5e paid urder t.e
actuaI da: e ct :':
hoidino a ,,a"d ,iasr.e ll accomca''r',/
i.anea
d"y/?41 .TLt,t ttl /9:6
HERAt0 J. C0X, Ci ty Cle
City of I'ie.idian, Ida,.o
C ITY CF I.1ER I O IAN
Mer i di a:- Ci ty Hall
728 Mer i di an Street
Mer i di ar, ICaho
-i':0wi,:r:
00N Y, lT0RtY, Maycr
Ci ty o' tvieridr'an, Idarc
J0Hr;s0'r . ,'i3[R(0Ft:R & BRIG:3
Consu I :' -: fnqi ieer s
l02l -"rel!t\ A,.enue SorLl-
Nampa, icaho 83651
Area Cocje
r 888
218
02
/
Da:ec :r; s
i- i t'1P R0 vIil: \ r DisTi?IC-l^]0.
):,.JaR ixiar.rs,i\ ;P0. aai
: iTY Cf 11:ltDi-1.N
t',iFl l! i.1' . ,'r3,ta
i\]FORI.lATIOi'] FOR 3]CD'RS
l. Recei p: a:rd 0perir: c' 3id
Ci ty of l.ieridian. Id3:r
atiached:ereto, ai ::
otherwi se i ndi cateC. 3'
Ci iy Clerk unril B;0O
J_, 1)66, and ihe- a:
enve 1 opes ccnta-:.i.: ::e
Ci ty Hal ), 128 Aer'.c',a"
Loca 1 inprovemer: Dl s:.:
/he.eincal led the 'rowrer"). inviles 5id. c- :-. '-3-f,1
.i: of whicl- nust 5a acriopria:ely ,-il;ec - --:e..
ds wi I I be received :y ',re 0wner ai the
c c'ock, p.:'r.. You.ia-: - Standard -Ii:ne.
:ajd oif;ce p:.lblici, cpe ed anC reaC 3l
5jds must be seeled, aidressed io *.he:i'. lle. ai
lireet, Meridiar, -daLo. and designated as 3:c:o-
.-: l;c, l, iewer 1r;g.5'g: o.c..j ect.
,'-- a i he
The 0wner nray ccr sider '.'crmal any bid ^ot pr-epareC and submii'ed : r..c,.d-ice
wiih the provisions ne.ecf and may waive any jr:ormalities or re-i ect a.v ard./or
ali bids, Any cid inay :e ..,rithdrawn pricr ic ihe above scfreduled tine t-L', :he
openi ng of bids or a-tho.izeC postponenenl thereof. Any bid recei\ec 6fter
the time and date specifjed shall not be considered. No bidder nray wi'-hclraw a
br'ci within l0 days af:er ihe actual date of tre opening thereof.
Each b jcj must be submi:ted o. the prescrioed forn. All blank spaces for bid
prices :nust b: fills! in, in ink or typew-itten, jn both words and figures
unless otherwi se exprg5sly stipulated,
2. Pi-eDaratron of Bid
l, -elegraphic i'1c:r. j:::ron
Each bid mJst be sucri::ed in a sealed e-r'elope beari ng o. the outside
nane of the bidder, his eddress,, and the ra'ne of the project fcr which
is subrni tted. l: fo'waroec by m3il, ihe:e3led envelcpe aon'ai-j:: lr-e
m-.: be enclosed 'i n a^o:ier envelope addressed to the 0wner.
:.e
:re bid
:.io
A:y 5;Joer may nodiiy.'. biC by +.eleEraphic communication at a|.,y:jne n- o-
:o.he scneduled clo:i-::ime for receip: c: bids, prcvi ded such tele::aphic
coffnrn,caticn r's :ece',ed 5y the 0wner prior to the closing time, a.C. rrovided
further, the Owner- is satisfied that a writ:en confirmation of the iele;iaphic
;noci ijca'.ion over tie s j:.atu,-e of the bidder was mailed prior tc rie closj-1g
:;ne. -ihe telegrarr:c ccnrmunicarion should not r-eveal the bid price b,.r: sr-;l1d
p:o! ce the add'; tion or subt!-act jon or oiner ricdi:jcatior so that :le f'! al
g-r:es o. terns,vill rct be kncwn by the owrer urt:1 the sealeC biC's cf'teied.
: "l- '--er c3r-i;rirr6:ro; is rot received wi:hin .-wo days from i l,e clos,rti 1ime,
no cor:sioeration will be given to the :ere:rapfic mf,dif icatii:-,.
f.. iua ,f raiion
ihe Owner may make
oi B i ocer
such investigations as ne deems necessary to determine the
tJJ
I
a:! -, ol the bidder '..- r-'..form
owr:- : such informa--'-'' d'd dai-- l"-.' :eserveS the .: :O r
i-.-: ':3:icn of, such :'.----1r.l- i-ai
:r:.!e- quali f ied to ca, \ JU'. t
tr-€ .^/l'- cCntemplated tn.' r.i.. C
r t.,el wo'i., and the bidder shall fu", i -l' :,. 'he
:a fcr ihj s pLiroose as -.he 0wner :r:/ (q']e::.
e-j ect aiy 5id i':he eridence s...rb'ni: t'ci ov. c
I s io sat i 5fy 'he 0wner l!ai sucL ) ,Jdr,, i:
h.' cbl iga'.ior oi the co trac', and a .r)rnple:e
c o: c.a' b'ci. wi I I ro' ce dc.er, (..
Eac: :.'lust be accompa-ied by cesh. ceri tired check of the b'idce'. c. a
prc:o:.i :ond prepared or :ne forn o. proposal bond attached here:i. di_rly e>:ecu:ed
b'r :-e a jcider as pri nc'i pal ar.ld having as surety thereon a surety acroany aoprcved
b,, :.-e Cwner, in the a|noLrr'. of FIvr DiR CEIlT (5.') or the bid. 5rc'ca:h, checis.
6. ;-;335a1 bonds wiil be r-erurned to all except the three lowesi 5idder:,
'ari::,- iirr-ee days after ine cpeaing of bids, ard the remaining casr-. r,hec(s. cr
piofJsa oonds will be reiurred prompily afier ihe Owner and the ac.-r:pieC
biCce- -a!e executed the contract, or, if no aw:rd has been made wi'-ri.. l0 day-.
afre: :re da:e of the cpening of 5ids, upon dena:d of the bidder a- ar-y , ine
thereai:ei-, so long as he has not beeF nctifiec of the acceptance cf hi: bid.
5. :,: jecurjty
a. *iq!rdated Dafnages for Faj lJre io fnter i nto Contract
/-. Iine cf Completion and Liquidated 0amaEes
8. :oirci:ions of Work
The :uccessful bidde., -pon his ;ajlure or r-et'usal :o execute and del i;r'r '.;,e
contrdcr and bonds requ:.ed withir five days a:ter he has received .,.iice c;
the acceptance of his bid, shall forfeit to the owner, as liquidated damages
for .uch failure or refusal, the security deDosi ted with his bid.
The 5idde. must agree to corlirence work on or before a date to be speci i)ed t-
the wri:ter 'rNotice to Prc:eedrr :-rom the Owne. and to fu'ly compl ere tht
project wiihin 30 calendar days. The bidder musi aqree also to pay as liqr-ri-
dated damages, the sum of $20.00 for each consecutive calendar day thereafter
as hereinafter provi ded in the General Condi t'ions.
Each b i dCer
stru:tion of
so w'i ll not
rlateri a I and
or !'neans as
of an/ c'"ner
m.rst info"m himself iuliy of the co;ditions relating *,o 'l-.- cc1-
the prciect and the employment of labor- thereon. Fai lur-e 1o dorelieve a successful bidder of his obligation ro furnish all
labor necessary :o carry out his work, musl employ su:fr rer lrodswill not cause any ir.:ierruption of or r'nterference wi,h th(, work
COntraCiCr.
9. I d:e.oa a1d interp.e::i:oi:
No
bii
i.ierprel.ation of the neanjng of the plans, specifications, or- ?iher pre_coc!ne:rts wi ll be mede to any bidder orally,
Every .e:uest
Uncie.ic;.er 6
tlanrpa, - ca ho,
for such inreroretat'ion should 5e in writing addressed to Johnson,Briggs, Ccn:ui:irg Engineers, at ':02? Twei fth Avenue .,ourh,
and to be given consideration ,,.ltu s -- be received at least five
0+
a
b
c
days prior to '.ne dtle f,xed for tn6 open;rg of bids. A.y a1d a : s.r,:\ inler-
pretations and any supplemenlal instructjons will be in the form:'writien
addenda tc the speciiicaticns which, if issued. wili be mailed bv ce.iified
mail r^/l th returi'r re,:eict requesteci tc all picspecti,,'e bidders (a: :'c esoeLt:\'e
addresses furnished for such purposes), nol later thai' three da)'s :-'ar to the
date fi\ec fcr '.he opening of bids. Failure of ary bidder tc recer"6 any such
aCdenCur or ir:e.pre'.a-ioi'i .hal I :c'- relie!e such biCder- from 3-' .'1 ';arion
unCer h;s b.d as su5r'n'i tted. All tsdce.cia so issueC shall beccme fa: -i: ihe
ccnt ract docune- I -..
lC. Securiry :'or- Faithful Performance
Simultanecusly wi:i njs delivery of the execu'-ed contraci, the as-:'6a:or shall
furnish a surety bc"C or bonds as security for fa'ithful perfcrmarce of tl':i s
contract and ior :.e payment of all persons per-for-minc labor on :he Droject
under this con'Lrac: and furnishing maierials:n connection with t"'s cor-ltract,
as specified in the leneral Cond'i tions includeC herein. The sure:1' on such
bond or bonds shali te a duly authori zed surety company satisfactory :o the
0wner .
I I . Power of A', -ai^e/
A t tor neys - i n- fac: w"o sign
a cert i fi ed anC ef. ect i ve1 y
Attention i s particr.,iarly
specifications whi ch Cea 1
proposa I 5o:ds
dated copy of
bonds must ti le wi lh each
of attorney.
or contract
thei r power
i2. llotice of Specral Conditions
callei to rhose parts of the contract documenis and
wi th the fo1lowing:
lnsurance requi remen: s.
Wage raies.
Condi t i ols of Employment.
13, Laws and Reguiations
ihe bjdder's attenijon is djrected to the iacr that al1 appl icable
County, and munjcipal ordinances, and ihe rules and regulations o:
having jurisdiciion o\.er construciion of the project shail appiy ro
throughout, anc they wjlr be deened to be included in the contrac:
as thouqh l.erein written in full.
Sra:
:'-re
: re
e i aws,
;',llTor i t ies
co.lract
s e [,']e
I rr. Instruciions fo. Preparing Proposai
Payment of the biC item prices, as statec in the Contractor's DroDossi, for
the compieiej wcrk shail be compensation ir- full for the fur-nishin: oj all
overheacj, iabor, materials, devices, equipment, and apDUrtena.a", inaluded as
are neces:3r-y :o cornplete rhe total work under this conti-ac: ii- good. reat,
and satiifactory manner as sh:wn on the plans, as described 'in the specifica-
tions, and as otherwise 'implied or required to meet the objective of the r^ork.
tJJ
15. l.letnod of Award
Ti-re con.i-act wi I I be
thc loe.,es: ard best,
his option, wi thhold
the wor(:o be done
- . cwes: luaiified B;dder
I
awardec :o the qualified biCder, or bidders, sui,rir.i':
b,c ::: :re worL to be dore: hJWe\.er, the Cw-e. :3\ r a:
the ar^/3rd of any Proposal Schedule that does -c: afic(
urCe. arc:her awarded Si:hedu le,
''-'. 0c,rfa-ro:r ol !lrdde'
At tne iime of the operirg cf bids each bidder will be presumed ro have :-srec'.ed
the site and to have read and to be thoroughly iamiliar with the plans and
contiact documents (incluc:nq all addenda). The failure or omissrc- o'a.!
bidder io exarnine any forr. iistrument or dccume:i sha!l in no wav r-el :ere
the bidier- from any oblication in respect to hr's bid,
17. Test Holes
The 0wner will dig rejt holes alor3 rr adjace,.rt to the proposed sewer
These holes will be dug w'i th a small backhoe snd will be left open for
prior to the bid opening. Prospective bidders nay observe these test
for information regarding soi I conditions and grcund water.
li;e.
a ,v,
holes
r3ys
CS
To rnE owNER cltY of l{rridirn
PROPOSAL
for constructins S*r Extcnslon ProiGct
Locat Inpr:veocnt 0l3trict Ho. I
1n Adr County, Idaho
Gent lemen:
The undersigned as bidder declares:
That the only person or persons interested in this proposal as princi-
pa1 are those named herein;
That this proposal is make without coLlusion with any other person'
firm or corporation; that he has carefully examined the plans' specifications and
form of contract therefor, on
Spccialty Conrtructlon Co.
file in the office of the
That he has satisfied himself as to the quantities and condltions and
understands that in signing this proposal he waives all right to plead misunder-
standing regarding the s ame;
That he understands that the quantities in this proposal are approx-
inate only, and that he is willing to perform any increased or decreased quanti-
ties of work at unit prices for such work as set forth in this proposal.
And he proposes and agrees if this bid is accepted that he vill contract
with said oh'ner, in the said form of contract, to provide all necessary machinery,
too1s, apparatus, and other oeans of construction and to do all of the work, and
to furnish all of the material specified in the contract ii1 the manner and time
therein prescribed, according to the requirements of the Engineer as herein set
forEh, and that work shall begrn r4rithin ten (10) calendar days after receipt of
notice to proceed and shall be comp teted rlthln ,0 d.r3
07
That he will take in full, p alr,rerlt therefor, suDl according to the actual
amount of work performed of tl:e various cl.asses anC lhe respecf-ive uni.t prices
bid as given in the foLlowing scheduies of contracL prices, enti.tLed rrProposal -
Schedule of ltens and Prices.rr In cases of discrepancy in the contract. prices,
the uuit prices \trritten in words sha:.1. gcvern
The full nane and residence of :rl1 par:ties and perscns interesEed in
the foregoing propo"ial are as foliows:
IiOTE: Give first and last nares in fuli; ln ca;e of a corporation, Bive name of
PresidenE, Treas'.rrer and tanager and oa're of the state in e-'-rlch incorporated, and
in case of partnership, 3ive the fla,.res cf the individual co-partners,
N ame irdd:'e s s
!{elvin F. Ui I I I crnl l0?0 L.nd.r S trGct
Pra3idGnt - TrGaturcr tolre, t deho
Juna I'r. Ul I I irmt l0?0 L-ndcr S t rGGt
Vlco Prcrl&nt - i.crGt.ry 8oi sc, I d.ho
Incorpor:ated under fhe
Junc
la'rs of the State cf
_"1e1.!.
Spcclel ty Coartructlo.r Co.
,.\aoe ni'-lrqanizat:on)
Dare: FGbru.ry l, 1966
'lirlei Pres I dcnt
Address of bidder to !'hich coil.nunicatiors concerned \rith this proposa!- or con-
tract should be sent:
1020 L.nd.r Str..t !olr, Idrho
(Street),'ai t -i ;ind :itate)
NOTE: Ihe 'rProposal.rr continues lhrough eucceeding oages, each of which carries
the heading rrPropo sa1 .rr
trE
LOCAL i^1PROV'MENI OISTRICT NO. ]
st,v\t[R EXTENS I0N P R 0,rE cT
J ]iY OF MER ID lAN
MERIDIAN, IDAHO
PRO?OSAL ia-'iDirLE 0F iTEMS AN0 PRICES
Ir case of di screpaocy betweer w:rds and figures, the amount written ir, wcrds
:ha :c- -.ol Lhe extensio']s.
I lei \-i]cer Tctal of item
8rr Diameter Sewer Pi pe wi th Rubber Gasket
Joints in place. 1565 linear feet at the
Uni t Price of
Thr ee Dollars
and
'Ien
Cent s
(S 3.lo ) per li near foot s 4, 954. /,0
I 4tt 0 i ameter Sewer Service Pipe
ber Gasket Joints, in place 1!
at the Unit Price of
wi th Rub-
I i near feet
Two Dol I ars
and E i ghty Cents
(s 2.8o ) per I i near foot
Precast Concrete Manhole wi th Ring, cover,
and oust Pan, 4 each at the Unit Price of
Two Hundred Fi fty Ooi lars
and Cents
42. 00(
(S 250.00 ) per each 5 I r000.00
03
PROP0SAL, cont i.uec
I tem Nunber Tot a: oi i ien
Precas: Ccncrete Drop ,,4anhole wi'-h Ring.
Cove!-, and Dust Pan, I eaci- :t the Ll.i1.Price ci
Three Hundred Trenty Dcl lar s
ard Cents
(s 320.00 ) oer each
Co'TCrete Clean-out, I each at tre UnitErice oi
Thi rty-s i x Dollars
and Cents
(s 33.00 ) per each
4'r and 5'r 0 iameter Sewer Servi ce Con-
nections, 4 each at the Unit Price of
Ten 0ol lars
and Cents
(S 10.00 )per each
TOTAL 810
5 120.00
S 36.00
6
)t10.00
S 5,291 .6,
10
Submitted to Clty of lt.rldl.n
?1 AN AI\]-D L. QU:I'}{EN I Q'JE SI i
'N}!AIRE
X Corporat ion
--
Co-Partnership
An Individual
1
2
By Sprcirl ty C:nrtructl.rn Go.
?rincip al offi ce tolrc, I drho
ldaho 9on tractor I icen;e No 2297 , Class c
The signat.ory of this Qreitionnaire quarantees the truth and accuracy of all
statemenrs and of ail. anrniers to interrogatories hereinafter made,
ln what nranner have vou inspected Lhis work? Explain in detail .
Ul rurl I y
Explain your plan or lavcut for performing the proposed nork-
Ar dolrcd by Englnrr
'he work, if avrarded ta ycu, vi1l have the personai supervision of whom?
ttolvln f. Ylltlernr
l
'; .r
r.J-
Do you i ntend to
forces? :t.f so,
Y.r
do all of
sive ac ount
the work on the proposed $ork with your own
and tvPs of equiPment tc be used
/J
lrckhoor - Lo.d.rr. I,tlrcrl lrncous .s nGcd.d.
I
anv Dori ion-. of the \iork? :i:es _: No _subcortract. the ndme and a"ldress of the sub-
tvpe of hir equlplDent and financial responsibility.
Do yor: int end to:.rblet
I f so, rt ai e aro,ln t of
ccnt ractor, amo.rn t and
6. Frol which sufcontracfcr Co r,cu exFect tc req,rire a l'ond?
1.2
1, What equipment do You or"7n that. is available for lhe proposed work?
Cqndi qignQuantr.ly
I
I
I
It eE
Erckhoc
lr ckhor
Lo.dar
Good
6ood
Cood
Present
Location
!rlrc
lol rc
tol rc
Iype, Size, Capacitv
lrntu -- ,/g c.t.
Hydnu I I c
ilydnu I Ic
lbcolrry lncldant.l GqulpErt - truckr, EtGr t.nk, ccer.alor, .tc.
What equipment do l'ou intend to purchase for use on the proposed work,
should the contract be awarded to youl
Qrant i t {':ype, Size, ;apacity, Etc..Approximate Cos t.
Ncn€
\
:i_ 3
i tem
9. Hotr and cThen wiLl you pay for the equipment to be purchased?
10. Do you propose to rent anv equipment for this work? Yes
I.f so, state tvpe, quantity, and reason for: renting-
being first drrl'r sworn deposes
Notary Publ ic
Besidi.ng at
t\* o
If Hceded
11. Have you made ccntracts or received firm offers for al L the materi.als wichin
prices used in preoaring vour proposals? Do not give names of deaLers or
manufacturers
Yat
Dated at Eoltc. Ideho t5is :S day of Fcbrurry
Spccl.l ty Ccn3tructlon Co
Crganization
SiBnature
Prcrldot
litle of Person Signing
SIATE oF ldrho
s!
Oounty of f{ -:-:._.t
Itrlvla F. Yl I ll.lll
and says that he it :_?!:ddq!.! _ of rhe above ._!p!d-. !-!r_-__
Conrtruction Go.a!-,d that the answer:; to the fcregoing questions and
al1 state[,ents therein contained are tr,le and correct
Sworn to befare me this day of _:.:_, 19_,
!{y cons.ission Effi
r+
PROPOSAI, BOND
KNOW ALL MEN BY THESE PRISENTS, rhat we
( Cont rac t or)
of
(Address)
as Principal, and
(Surety)
as Surety, are held and firmLy bound unLo
(owner)
hereinafEer called the Owner, in the full and penal sum
of five per cent (37.) of the total amount of the proposal of said Prlncipal
for the work hereinafter described, for the payment of which, welL and truly to
be made, we bind ourselves, our heirs, executors, administrators, successors
and assigns, firmly by lhese presents.
The condition of this obligation is such, that whereas the Principal
has this day submitted a sealed proposal for .
NOll, IHEREFOB!, if the said Principal shalI be awarded and shall duly
make and enter into a contract with lhe owner in accordance !,ith the terms of
said proposal and award, and shalL within ten (10) days after presentaEion of the
contract fur:nish a bcnd acceplable to the Owner for the faithful performance of
such contract, Ehen this obligaEion shalL be nuLl and voidl otherwise it shalL be
and remain in full. force and effect.
IN WITNESS TTIIXRXOF. the above bounded parties have executed this in-
strumenti this
-
dav of
--,
f 9_.
I{i tnes s:
(If Individual or Firm)( Pr inc ipal )
Attest:
AttesE:
By(If Corporat ion
( CORPORATE SEAL)
Tirle)
( Sure ty)
( SEAI OF SURETY)
By
r'fit1e)
L5
CO}::RACI ACREIMNN]
THIS A|REEMENT 'nade and enLered i.nto, in quadruplicate, this
day of lq - bv and betlreeF Thc Clty of ,'lcridlin
part,"* of the f irst part,
of
-, hereinafter: called the owner,
hereinafter cal 1eC the Contractor, party of the second part
WITNESSETH: -lhat the Contractor, in consideration of Ehe surn to be
paid to him by said [)wner. in the $anner and at the time hereinafter provided,
and of other covenants and agreements herein contained. hereby agrees for him-
se1f. his heirs, adninistr€tors! srcces3ors. and assigns, to construct
fh. Loc.l lryr3v.ocnt ol3trict tlo. l, l!65 scu.r Ertcrrrlon ProJcct, Clty of
Itorldlrn. ldaho. ar providad in thG p lans rnd 3occific.tlon3 .nd contract
dircuEnt i praparGd by J"rlrnsool Underkoflcr 6 lriosr. Conrultlnq Enoinert.
to furnish al1 necessary macl-..i ner:t, tools, apparatu,;, materials, and
to complete the work in the most. substantial and worknanlike Danner
the plans and specifications
tt.r I d l.n, Id.ho.
therefor cn file in t.he office of
labor and
according toirClerk cf
and such modifications of the same and olher
directions that mav be qlade by tl-re qngineer as provided berein:
fhc Contrsctor rh.ll cooplGtG thc tct.l bare bld ltcas onc (t) throuqh
rlr (6) for rrd ln conrldcrerion ot 36,292.60.
CONIRAC: DOC--TMENT 3:
It is further aereed that the contractual docunents. which include the adver-tisement; the notice tc biddersi the aontractor:s proposal; the Contractor!squalifications: the \r,ritten a?reemenf. betrreen the Owner and the Contractor; thenotice to proceed; Lhe bonds, general ipecifications. special provisions, tech-nical specificat.lons, plans anC drawinss bv the Engineer including any suppLe-mental drawingsi ande those working drawings submi.tted bv the Contractor and ap-proved by the Eneineer including anv manufacturer!s uorking drawings of equip-
ment for Dermanent in;ta1 lation in this project, appended to this contract agree-
ment are herebl' specifically referred to and nade a part of thls contract, andshail have the same force and effect as though all of same were ful1y insertedherein
1b
PAYME NT S ;
For the faithful performance of the L,ork herein embraced, as set forth in the
contract doctments which are a part hereof and in accordance with the directions
of the Engineer and to his satisfaction, the Oh,ner agrees to pay said Contractor
Ehe amount earned, cornputed from the actual quanEities of the work performed as
shown by the estimates of the Engineer and unit prices named in such proposal,
and to make such pa)rnents in the manner and at the times provided in the generaL
conditions thereto appended.
IN IIITNESS WHEREOF, the said OeTner executes this contract and the said
doct sign and seal the same, the day and year in this con-
oWNEB, Party of the First Part:
( Name)
tract first above wr:iEten.
ATTEST:
In the Presence of -
By
CONT
(Title)
4;
ame)
Party of the Second ParE:
tIi6e).22,-o -t
By
(TitIe)
(Tir1e)
L7
v-,-l<r\
I
/^l
6"
Z
c\
t
Rw
PERTORMANCE BOND
KNOW ALL MEN BY IHESE PRESENTS,
rn ldaho Oorrratton ot
sPlelrulY @rctRuellox clr'rlThat r,7e
blr.
(Contractor)
tdrho
as Principal, and UI$ITID PTCIFIC
(Addr es s )ItaSuRrlct COlPrrr
(Surety)
as Surety are held and firmly bound unto cIfY ot l{lnlDtAxf ADA colritt, tDlBo
in the penal sun ot 8lr tih.{rarir. h6 fttridr.d. t{furGr.rb rid 601100 -(Amount of Bond )
Dollars ($6,292.60 ) 1awful money of the United
States, which sum is agreed to be the maximum liability hereunder, well and
rruly to be paid, and tor the pafnent of whrch we and each of us bind ourselves,
our heirs, executors, administrators and assrqns, jointly and severally, firmly
by these presents.
The conditlon of thrs rnscrument 1s such, that r,rhereas the princr-pal
has entered rnto a certain agreement, hereto aatached , r^rith C!rt!? o' Ellhllf ,(Or.mer )
, daced tbbcr.sy__ o , 19L
for 8!ll!R TTCIBIIB ION PROjTEC!, 1966
NoW THEREFoRE, If the prrncipal shall well and truJ-y perform and ful-
fill all the undertakings, covenants, terms, conditlons and agreements of said
conEracE during the orrginal term of said ccntract and any extensions thereof
thaE may be granted, with or without notice to Ehe Surety and shall also well
and truly perform and fulfill all the undertakrngs, covenants, terms, conditions,
and agreements of any and a1I duly authorized moditicatr-ons of said contract that
may hereafter be made, notlce of which modifica!1on Eo the Surety being hereby
waived, then this obligation to be null and void, oEherwise Eo remain in ful1
force and effect,
PRoVIDED, However, that this bond is executed pursuant to the provi-
sions of the Public Contracts Bond Act, and all llabilities on this bond shall
be determined in accordance irith sar,d provisions to the same extent as if set
forth in fuI1 herein.
IN WITNESS I^THEREOF,The Pr incrpal and
of ,llrErtl-ustrument this ?th day
lDr cml?".
Surety harre executed this in-
, 19 66
rl)l.ll?-llll oolt'lBuE.Dt rr .ro|ltArY
( Pr inc lpa1)(Witness if Indivldual or Firm)
test i
Z /4'-/..--'<
f CorDorat ionwtut.rr.v
Count igned: 61y
H.lvtn l. wtlltlr!,!r.
3 OO. (T 1t e
Resident Aqent at L8taL_=--:_, Idaho.By
L.h
8.
L.
c
Attorn y- ln-F.et
LE
/4
R98r
PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS,
OlDlrl, an ldrho orporlt lon, or
SPECTALTY TINSIRUCTIONThat we
Dtrr,(Contractor)
l6.ho
.r.,4 IIXITED DACIIIC
(Address)
I:ISUIiATCE OiPATY
(SureEy)
as Surety are held and firmly bound unro erta ol llEnlD&lr. ADI @lrtrly, tDlF
in the p enal sum or 8lx tlDur.ld, rto(&Xffil.a,rlnty-fio .nd 60,/100
(AIIIount of Bond )
Dollar s ($ 6,292.60 1awfu1 money of rhe
United States, whlch sum is aqreed ro be the inaxruum l]-abiliEy hereunder, well
and truly to be paid, and for the paymenE ot whrch rve and each one of us bind
ourselves, our herrs, executors, admanist-rators and asslgns, lointly and
severally, firmly by these presents,
has
The condition of this rnstrument rs such, tha
entered into a certain agreement, hereto attached,
ADI COInITY. IITAEO
(Owner )!.!!9!!r 9 1{!i,
for SllfER E(rE SrOil PROrtCt. 1966
NOW THEREFoRE, lf the saad principal shall pay all claimants supplying
labor or materials to hrm or his subcontractors in the prosecution of the work
provided for in said conEract, and any and all duly authorrzed modifications of
said contract that nay hereafEer be made, noErce of which modlficatlons to the
Surety being hereby waived, then this obligation shaLl be voidi otherwise to re-
main in fu11 force and effect,
PRoVIDED, However, Lirat this bond is executed pursuant to the provi-
sions of the Public Contracts Bond AcE, and all liabllaties on this bond shall
be determined in accordance wlth sald provisions to the sane extent as if set
forEh in ful1 herein.
L whereas the D r inc fDal
,*,,16 c!!t c f,IlDtlt.
dated
IN INITNESS h'TIEREOF',
thrs 9th day of
Ihe Pr incioallrbrurni ,1el6.and Surety have executed this in-
strument
SPECIALIY CCNEARUCT ION COI,IDTITY
(Wltness if Individual or f'j,rm)( Pr rnc ipal )
fuqru Lk-lhl-)-'-cz..
ffi lt. .&,tri tlhtJ}iB.-...".'y F. ttLl?r..ld.nt
ar !o ltc Idaho.
e
Lrna
Count lgqr (Iitle)
Resident Agent
(
By
s6; BHIRY -Rrrsr a co.
lr L. tfurrelr r Attornrqr-lrtstaat
13
as Principal,
)
]{L
t-, 4
/.{a
FIDELITY & 3 U t C T V, O C P A F' T II E N T
UNITED FACIFJ'C IHSURANCE GOMPANY
a
a
a
a
a
a
a
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a
a
BID BONO
KNOU ALL MEN BY THESE PRESENTS:16o1 xr", sPECrALry @NgrBqg!q\!qrp4!ry,an Idaho Corporatlon, of Bo I se Idaho
os Prlncipal, ord the UNITED PACIFIC INSTTRANCE COMPANY, q cuporotlon orqcrized qnd cx18t1nq under
the lsrs of thc Stqle oI Wqshingtcn, atd quthonrad to do br.rsiness in th. Stot" of I
cr surotv, ce held ard lirmlv bound mto the crrJ-lB rEqrDr.f,tl, tDrf, cciJury, JDrso-
cs obllgec, in thr sum of ArnL (5%) of the Tote Anount Bid - -
of Amrlcs. to the papr.t oI whlch ln oI mry rrll ord truly to bc mcdc, thc rcid Prlndpol ord Srraty
blnd thcirdvca, thelr qnd codr oI thtr hotrs. rncubn, o&dnlEtrotors, sucolaacra cmd osslgns, jolntly dld
revcrolly, by thcso prrsants.
THE CONDITION OF THIS OBLIGATION IS SUCH, thcrt, if the Obiiqe€ sholl mde ony qw6d to the
Principo.l lor:
sErER E|CTENSTCN PROJECI, L.r.D #1
a
a
a
a
a
o
a
a
a
o
o
a
a
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a
a
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a
a
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By,
occordtng to thc tcnc of thc propogql or bid rnode by the Princlpql therefor. ond the Principol sholl duly moke
ond cnt r into o dltl.sct with the Obligee in qclrrdonc€ with the terms o{ sold proposql or bid ond qwod (I,ld
sholl qlve bond {or the fdt}rlul perlormqncc thereo{, with the UNITED PACIFIC INSURANCE COMPANY os
SurEty or with othd Suety or Surcttcs cpproved by the Obliqee; or i{ the Principol shqll, in cqse of foilute
ro to do, poy to the Obllgcc tho donnqcs which the Obliqa€ mcy suffer by rcqson of such fqilure not excae&
ing thc penolty oI thls bond, th.n this obligqtion sholl be null qnd void; othetwise it shqll be d remcin in
full torce qrd ef{cct.
7th February l9Stqned, Seqled cmd Dqted this
sP!:crALTI qONStRUqrroN col{PANY
t'titciPal( s)
&y ot
66
a
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l. riUiarnc, secretary
By:
lrb lv iri F. Wllliams, President
UNITED PACIFIC INSURANCE COMPANY
Bv:-.
Vm.H. Rutl ge
a
.aaaoot""""oto'o'o"'
a
I
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aaaa
o
Bond No. - -
Rev. 10- 64
Section No.
1 .01.
1"02.
1.03.
1"04"
1.05"
1.06
1.07.
1.08.
1.09.
1.10.
1" 11.
7.t2.
1.13.
1.14.
1.15.
1,,16.
t.L7.
1.18
1.19.
1"20.
1 "2t .
1 ))
t.23.
1"24.
L.25,
1.26.
1.27.
1 .28.
1 )O
1"30.
1.31"
1 .32.
1 . 33.
t.3L.
1"3,5.
L.36.
L.JI.
1.38,
1.39.
1"40.
r .41 .
t .42.
1.43.
1.44.
1.45.
| "46.
GENERAI. CONDI,TIONS OF COMRACT
Definitions
Execution.. Correlation and IntenE of Documents
Design, Dra\ring s and Instructions
Verbal. Agreement s
Copies of Drawings Fu::n i she d
Order of Completion
o-rne r sh ip of Drawings
Subsoil Conditions
IvlateriaLs, Appl iances
RoyeI t i es and Patents
Surveys. Permit s and ReguLations
Protectiort of the Public and of Work and Property
lnspecEion of llork
Superintendence
Changes in the Work
Selection of EquiPment bY Owner
Extension of I irne
Ct aims for Ext ra Cost
Variation in NJinber of rJnits
Force Ac colrn t Hork
Dedr,rct i ons for Uncorrected I'lork
Correction of Work Before Final Pa)men!
L i quidaled Damag e s
Repor[ s. Records and Data
Suspensi on of 1"lork
The Ornrner's Bight to Terminate Contract
Contraclor's Right to StoP Hork or Terminate Contract
Removal of E qu iPmen t
Use of ComPl et ed Portions
P"1*"oa" Witntt"ta Prior to Final AccePtance of I'Iork
Indemnity
Damages
Liens
As s i gnmen.t
Rights of Vari ous lnterests
Separat e Cont ract s
Sub con t ractors
Engineer's Status
Engineer's Decisions
Arb i t rat ion
Lands for Work
Cl ean ing UP
Pub I ic Safet Y and Conveni ence
Crossing Util iti es
Sanl t arY Provisions
Character of Workmen
20
Rev. 10-64
GENERAL CONDI.+ IONS OF CONTRACT
Section 1- 01. Def initions
a. The contract Documents, The ,tconlractual DocumenEstr shall include the ad-
vertisement; the notice to bidders; the Contractor
qualifications; the \dritten agreement between the
notice to proceed; the bonds, general specificaEio
' s proposal I the ConEractorr s
Owner and Ehe Contractor; the
ns, speciaL provisions ' Lech-
nical specifications, addenda, plans and drawings by Lhe Engineer incLuding any
supplemental drawingsl and, those working drawings submitted by the contractor
and approved by the Engineer: incLuding any manufacturer's working drawings of
equipment for permanent installation in this project. The contractuaL documents
taken co11ectively, and that io the aggregate, are undelstood and agreed to con-
stitute one lega1, instrument. It iS the intent to make all these documents com-
plimentary and explanatory of each other and each and every one of these documents
is a part of the contract and includes a1 L modifications thereof incorPorated into
the contracts before their execution,
b. The O\,m.er. The Ovner't is the Owner named in the cootract docunents
The Engineer, Wherever in this conrract the word "Engineerrr is used it shalL
e understood to be referring to the Engineer of the Owner, acting persona
c
b
t
1Iv OI
hrough any assistants duly authorized in writing fol such act by the Engineer.
d. lnspector. The term "lnspector" shall be used to designate an authorized
represenLative
of the work and
definiEely rest
of the Engineer assigned to make any or aLl necessary inspection
materials furnished by the Contractor and his authority is
ricted to those func t ions .
e, Contractor,, The term "ContracLorrr shalL designate the corporation,
who enters into an agreement for the performance of
partner-
this con-ship or individual
those having
tract as outlined and contemPLated in the plans and specifications.
f. subcontractor. The term rrsubcontractor,t as employed herein includes only
ludes one who fur -a direct cont.ract wiLh the Contr:actor and it inc
nishes malerial, worked to a special design according to the plans and specifica-
tions of this lrork but does not include one who merely furnishes materiaL not so
worked.
g. Sureg- The lerm fsurety" shalL mean those cor:porations or individuals who
"re EiIiIri th and for rhe Conrractor and are primarily 1iab1e for the proper
performance of this contract and for the Paynent of wages and materials' The
Lpproval of financial responsibiLity of the Surety and the actual terms of the
bond wilL be treated under a separaLe heading.
h. I{ork. The term rrl,Iorktr of the Contractor or the
l abo[-mater ial s , equipment, transPortation and all
complete this contract,
Subcontractor shaL I in c lude
other faciL ilies necessary to
i Plans and Drawings The "Plans and Drawings" shalI consist of the drawings
and the reproduction of drawings
lhis work included in this contra
official 1y given to the Contracto
of the Engineer.
pertaining to the construction or detaiLs of
ct as prepared or approved by the Engineer and
r. A11 vorking drawings are subject Eo approval
'1 1LL
Section 1 02, Execution, Correlation and lntent
The contrac t
as bindin8 as
cifications,
Section 1 05 Copies of Drawings Furnished
Section 1.03. Design, Drawings and lnstructions
Itisagreedthattheolrnerwillberesponsiblefortheadequacyaodsufficiencyof
the plais and specificat'ions. Ihe Owner, through the Engineer' or Ehe Engineer as
the own-er's representative, shalI furnish plans and sPeclfications which compleEely
represent the requirements of tbe work as far as Practical !o be Performed under
the contract. A1I such drawings and instructions sha11 be consistent with the
contracE doct.ments and shall b! true developments thereof' ln the cases of lump
sum contracts, pl ans and specifications l^'hi;h completely rePresent the h'ork to be
doneshallbefurnishedpriortothetimeofenteringintolhecontract.TheEngi-
neer may, during the life of the contract, and in accordance wiEh Section 1'15'
issue additional instructions, by means of drawings or otherwise' necessary to
illustrate changes in the work
I
j. WIfllS! Lgliqe "lJritten Notice" '"f,rlt U" deemed to have been duly served if
delivered in person to the individual or to a member of the firm or to an officer
of the corporaiion for whom it is intended or if delivered at or senl by registered
mail to thl last business address known to him viho gives the notice
of Docunents
the Owner andThe agreement shalI be signed in quadruplicate by
docunents are compl imen-tary and what is ca11ed for by one
if called for by al 1. ln case of conflict between plans
the speci fi cat ions shal1 govern
Ehe ConEractor.
shal L be
and spe -
Section 1 . 04 - Verbal Agreenent s
No verbal agreement or conversalion with any officer, agent' or employee of the
Owner either before or after execution of this contract' shal1 affect or modify
,ry-"f ai," terms or obligations contained in any of the documents comPrislng said
contracl
Unless olherwise Provided in the
the Contractor, free of charge'
for the execution of the work'
the Engineer to the Contractor'
documents, the Engineer will furnish to
copies of drawings and sPecifications
copies wiLl be furnished at cost bY
con t rac t
three ( 3)
Addi t i onal
Sect ion 1 - 06, Order of ComPl etion
The Contractor shall submit' within five (5) days after the avard of the contract'
a proposed Progress "n";;i: i"-'-t"ptoa""iL]" ior* The proposed Progress
schedule submirted uv tn]*iirir"ltor'sharI u"-"uii".t to tie approval of the Engi-
neer and the owner' rn"'c"'lr.t"i"r sha1l p"ttor.rn'ir'" work in accordance with Ehe
aporoved progress sctr"at.ttI"-
-further' the Contractor shal1 submit to the Engineer
.rth *on.tt , r'rithin f ive 'iil 0""'"i' i r''" i"a "f ;;;;- ";ti'ate period' a copv of the
22
Al1 drawings, specifications and copies thereof furnished by the Engineer shall
not be reused on other work, and, with the excePtion of the slgned contract' sets
are to be returned to him on request' aL the comPletion of the work' AlL models
are the proper:ty of the owner.
\J
I
approved progress schedule showing the relation of the
the proposed progress schedule The ProPosed progress
order in which the Contractor proposes to carry on the
the Conrractor will start the several parts of the work
of completion of the several parts.
Section 1 07. Ovnership of Drawings
completed vrork to that of
schedule shal 1 show the
work with dates at which
and the estimated dates
fees. He shal1 defend all suits
shal 1 save the Owner harmless
shal 1 be responsible for all
or process is sPecified bY the
The owner sha11 not be responsible should the subsoil conditions be found to
differ materially from those indicated by logs of test borinBs and/or records
made by other methods of underground exPloration No verbal agreement or con-
versatioD with any officer, agent or empLoyee of the Owner, either before or
after the execution of this contract, shal 1 affect or modify any of the terms-
Sect ion I.08. Subsoil Conditions
Section 1,09,. Mat.erials, APPl i ances
Section 1.10 Royallies and Patents
Unless otherwise stiPulated, the Contractor shall Provide and pay for all ma-
terials, labor, water, tools, equipment, light' power! transportation and other
facillties necessary for the execution and conpletion of the work" Unless other:-
wise specified, al 1 materials incorporated in the Permanent work shall be new and
both workmanship and materials shal 1 be of good quality. The Contraclor shalf if
required, furnish satisfactory evidence as to the kind and quality of materials'
The Contractor sha11 pay aI1 royalties and license
or claims for infringement of any Patenl riShts and
from loss on account thereof excePE that the O\dner
such loss when a particular manufacturer' Product'
Owne r .
Section 1.11 S'.lrveys' Perrnits and Requlations
Unless otherwise sPecified, the Owner sha11 furnish a1 L land surveys! base lines
and stakes for locati.ng the principal conPonent parts of the- \'rork-together utith a
suitable number of bench maris adiacent tL the work' From the information pro-
vid:d by the Owner, the Contractoi sha11 develop and make a1 1 detail surveys' lines
and elevations as he deemt necessary Pernits and licenses of a temporary nature
nece.sary for the pro."."i'ot'-of the work shal 1 be secured and paid for by the
Contractor Permits, iittn'"" and easements for permanent structures or permanent
changes in existing rt"iiiti"' shalI be secured and paid for by the ovner' unless
otherwi se sPecified
23
\-,/ \/
I
The Contractor shal 1 give all notices and coltrPly with all laws, ordinances' rules
and regulations bearlng on the conduct of the vork as drawn and sPecified. If
the Contractor observes that the drawings and Specifications are at variance
t.here,rith, he shal1 pronptly notify the Engineer in writing, and any necesaary
changes shall be adjusted as Provi.ded in the contract for changes in the work'
The Contractor shalL carefully preserve bench marks, reference points and stakes
and, in case of r.rillful or careless destruction, he sha1l be charged with the
resulting expense of replacing same and shall be responsible for any mistakes
that may be caused by their unnecessary loss or disturbance.
Section I.12, Protection of the Public and of Work and Property
The Contractor shal 1 provide and maintain all necessary watchmen' flagmen,
barricades, red lights and warning signs and take all necessary precautions for
the protection of the public- He shal1 continuously uaintain adequate protection
of a1 I work from damage, and shalI take a1 1 reasonabLe precauEions to protect the
Ownerrs property from injury or loss arising in connection with this contract.
He shall make good any damage, injury or loss to his work and to Ehe property of
the Owner resulting from lack of reasonable protective precautions, except such
as may be due to errors in the contract documents, or caused by agents or
employees of the O\rner. He shalI adequately protect adjacent Private and public
property, as provided by law and the contract documents.
In an emergency affect ing
perty, the Contractor is,
Engineer, hereby permilred
1 oss or inj ury, He shal 1
structed by the Engineer
The Owner
vision of
the safety of life or of the work or of adjoining pro-
without special instructions or authorization frorn the
to acE at hi: discretlon to Prevent such threatening
also so act, wirhout appeal , if so authorized or in-
Any compensation claimed by the contractor on account. of emergency work, sha1l be
determined by agreement or by arbitration.
Section 1.13. lnsPection of Hork
shal1 provide sufficienE cornPetent engineering personnel for the super-
the work.
The Engineer and his rePresentatives sha11 at al1 tirnes have
r,rhenever it is in PreParation or progress' and the Contractor
per facilities for such access and for inspection'
access
shal L
to the work
provide pro-
If the specifications, the Engineer's instructions' laws' ordinances' or any
public authoriEy require any iork to be speciaLly tested or approved' lhe Con-
Eractor shal1 give,i" fogil""t timely noiice of its readiness for insPection' and
if the inspection is by aiother authoiity other than the Engineer' of the date
fixed for such inspection.
- insp..tions Ly the Engineer shal1 be_promptly made'
and where practicable at the source of supply' If any work should be covered up
,nrithout approval or consent of lhe Engineer' it rnust' if required by the Engineer'
be uncovered for examination and properly restored at the ConEractorrs expense'
Re-inspection of any work may be ordered by the Engineer' and' if so ordered' the
2q
\/
)r4,ork must be uncovered by the Contractor. lf such work is found to be in accord-
ance !rith the contract documeots, the Olrner sha11 pay the cost of re-inspection
and replacement If such work is not in accordance vrith the contract clocuments,
the Contractor shalI pay such cost.
Sectlon 1.14. Superintendence
The Contractor sha11 keep on his work during its progress, a competent superin-
tendent and any necessary assistants, all satisfactory to the Engineer, The
superintendent shalL represent the Contractor in his absence and alI directions
given
t ions
tions
give
The Cont ract or shalI
extra work or change
to h
shaL
s haI
suf f i
im sha11 be binding as if given to the Contractor. Important direc-
1 imrediately be confirmed in writing to the ContracLor. Other direc-
I be confirmed on written request in each case. The Contractor shalL
cient superintendence to the work, using his best ski1l and attention,
If the Contractor, in the course of the ra,ork. finds any discrepancy betneen the
plans and the physical conditions of the locality, or any errors or omissions in
the plans or in the layout as given by survey points and instructions, he shall
inraediately inform the Engineer, in writing, and the Engineer shaLl promptly
verify the same. Any r^,ork done after such discovery, until authorized, will be
done at the Contractor's risk.
Sect ion 1 . 15 , Changes in the Hork
The Owner, !,rithout invalidating the contract, may order addiEions to or deductions
frorn the work, the contract sun being adjusted accordingly. Any claim for exten-
sion of time caused thereby shal1 be adjusted at the time of ordering such change"
In giving in-itructi.ons, the Engineer shalt have aulhority to make changes in the
r4,ork not incoosistent r,,ith the purpose of the work. The Engineer shalL further
have authority to issue written change orders. Except in an emergency endangering
life and property, no extra work or change sha11 be made unless in pursuance of
such written order, and no claim for an addition to the contract sum shall be
valid unless the additional r,rork was so ordered.
proceed with the r,rork as changed and the value of any such
shall be determined as provided for in the agreement,
If the Owner or his agenl reserves the sole right to select equipment to be
sEa1led, Contractor sha1l be responsible only for its installation according
the plans and specifications, and shall not be held liable for its oPerating
performance.
Section 1.16. Selection of Equipment by Owner
Section 1.17- Extension of Time
an-
Eo
The period of time for completlon set forth in the agreement shall be extended in
amount equal to time lost due to causes which could not have been foreseen or be-
yond Ehe control of the Contractor, and which were not the result of his fault,
ZJ
\J
negligence, or deliberate act. n*te.r"ilon of time for completion shal1 also be
allowed for delays in the progress of the work caused by any act or omission on
the part of the Owner or his emptoyees, or by other contractors employed by the
Owner, or delay due to an act of the gover [ent, or for any delay in the furnish-
ing of plans and necessary informatlon by Ehe Engineer, or for any other cause
which in the opinion of the Engineer entitles the Contractor to an extension oftime. Strikes and labor disputes shalI be cause for an extension of Eime.
Section 1,18. Claims for Extra Cost
If the Contraclor claims that any lnstructions by drawings or otherlnrise issued
after the date of the contract involved extra cost under the conEracE, he shallgive the Engineer written notice thereof vrithin one day, after the receipt of
such instrucEions, and in any event before proceeding to execute the work, except
emergency endangering life or property, and the procedure shall then be as pro-
vided for changes in the work. No such claim shalL be va1 id unless so made.
Extra work not included in the proposal but authorized after the date of the con-tract that cannot be classified as coming under any of the contract units may be
done at mutually agreed upon unit prices, or on a Lump sum basis, or under the
provisions of Section 1.20, ttForce Account Work.rl
Should the number of units of compLeted work of any item incLuded in the unit price
schedule classified as a major itern vary twenty-five (25) per cent fron the number
of unlts stated in said schedule, either the Owner or the Contractor may request a
revision of the unit price for the item so affected. Under such conditions an
equitable revision of the price shall be made. A major item under the meaning of
this provision is defined as any item equal to or greater than ten (I0) per cent
of the total contract -
Section I 19. Variation in Number of Units
Section 1.20. Force Account l{ork
If the Engineer orders, ln writing, the performance of any work not covered by the
plans or included in the specifications, and for which no item i.n the contract is
provided, and for which no unit price or lump sum basis can be agreed upon, then
such extra work shal L be done on a cost-plus-percentage basis of payment as
f ol lows:
a The Contractor shal 1 be reimbursed
and shall receive an additional payment
cover his indirect overhead costs, plus
indirect overhead, as his fee
for
of
all costs incurred
(7) per cent
per cent of
in doing the work,
of a1 1 such cost to
all cost, inc 1ud in g
SEVEN
eight (8)
b, The terrn rrcostrr shaLl cover all payroll charges for men empLoyed and super-
vision required under the specific order, together with all workmen's compensation,
social security, pension and refirement alLowances and sociaL insurance, or other
regular payroll charges on same; the cost of all material and supplies required of
either tenporary or permanent character; rentaL of all power-driven equipment at
agreed upon rates, together \rith cost of fuel and suppLy charges on same; and any
ZO
ot.her costs incurred by the Contractor
if approved by the Engineer.
las a direcE resulE of execuling the order,
be submitted to Ehe Engineer in a
shalL be approved by him or adjusted
work in any one month shaLl
the succeeding monEh' Those
on Ehe cost of the r.rork done.
c. The cost of the work done each day shaLl
satisfactory form on the succeeding day, and
at once.
d. Monthly pa)ments of alL charges for force account
be made in fu11 on or before the fifteenth (f5th) of
pa)'ments shalL include the ful1 amount of fee earned
Section I.21 . Deductions for Uncorrected Work
If Ehe Engineer deems it inexPedient to correct \''ork Ehat has been damaged or
that was not done in accordance with Ehe contract, an equiEable deduction from
the conEract price shalL be made therefor.
Section 1.22. CorrecEion of Work Before Final Payment
The cootractor shalI promptly remove from the Premises atl materials condemned by
the Engineer as failing tL mlet contract requirements, wheEher incorporated in Ehe
work or noE, and the Contractor shall pro'pily replace and re-execute his own work
in accordance with the contract and without exPense to the owner and shall bear
the expense of making good all work of other contractors destroyed or damaged by
such removal or rePlacement.
If the Contractor does not remove such condemned work and materials as
as possible, after written notice' the Owner may remove them and store
terial at the expense of the Contractor.
promptly
the ma-
Section 1.23. Liquidated Damages
It is hereby understood and mutualLy agreed by and between the Contractor and the
Owner that ih" d"t" of beginning and time for completion' as specified in the
contract of the work to be done hereunder, are essential conditions of this con-
tract; and it is further mutuaLly understood and agreed Ehat the vork embraced in
this conEract shall be conrnenced on a date to be specified in the Notice to
?roceed.
The ConEractor agrees that said work shall be Prosecuted reguLarLy' diligently'
and uninterruPtedly at such rate of Progress as will insure fulL completion
thereof within Ehe specified time' It is expressly understood and agreed by and
between the Contracror and the Owner that the time for completion of Ehe work
described herein is a reasonable time for the completion of the sane, taking inEo
consideration tire average cii*atic range and usua-I industrial condiEions prevailing
in this locality. tf tie said Contracior shal1 neglect' fail' or refuse Eo com-
plete the work within t;; ;irn" herei.n specified or any proper extension thereof
granted by Ehe owner, l;;" ;h; Contractor does hereby agree' as a part considera-
tion for the awarding of this contract' to Pay to Ehe Owner the amount specified
in the contracE' not ""'"-p"""ity,
Uut as tiquiaated danages for such breach of
contract as hereinafte, ""t f ottl'- for each and every calendar day EhaE rhe
z(
The said amount is fixed and agreed upon by and between the Contractor and the
owner because or tne imprlcil"Iuirity'and difficulty of fixing and ascertaining
the actual damages that the Owner would susEain in such an event and said amount
is agreed to be the , o'-ttt-oi damages which the Owner wouLd sustain and said
amount shal1 be retained itot iit""to Eime by the Owner from periodicaL estimates
as a part of reEainage to insure proper compLetion of the project'
It is further agreed Ehat time is of the essence of each and every Portion of this
contract and of Lhe "p"tifi"ttit"s wherein a definiEe and certain length of Eime
is fixed for lhe performance of any act v'hatsoever' and r'rhere under the conEract
additlonal time is aflo'ea for the completion of any work' a nevJ Eime limit fixed
Ur-"""t} extension shaLI be of the essence of this conEract'
after t[,e time stipulated in the conEract for
Contractor shal1 be in default
compl eting the work,
Failure to comPl ete
agreement' inc l ud ing
from the moneYs due
20. 00 for
The Ornner is authorized to use such liquidated damages to P
n""fi""a Engineering and/or Inspection and such oEher costs
result of the delay in completitn of Ehe project within the
t ime L imit .
ay
as
for
a
addiEionaL costs
are incurred as
specified conlrac E
s
the work within lhe number of calendar days sEipulated in the-""t.rr"ior,"
Sranred thereto, shalI entitl.e the Owner Eo deduct
a"--ai"
- i""t tlct or as "Li..luiiated Damages" an amount equal to-"..i-..f"r,a"r day of deiay in lhe comPletion of the work'
SecEion 1.24. Reports, Records and Data
The ConEractor shall submit to the owner such schedule of quantities and
progress schedules' p.ytoii", reports' estimates' records and other dala
owner may request "ot't" tii"g' 'oiit pttio*"a or to be performed under this
contract.
costs,
as the
Section 1.25. SusPension of llork
The Owner may at any time susPend Ehe work' or-any Part thereof' -:'-.l:It"t
tt""
(5) days notice to th" c;";;;'";;r in writing of sl'ci' susPension of work' The
contractor shalI resume "tt-"itf-tr" ten (10j days after th" dtt" establlshed for
resuming vrork as fixed in an additional !"ritten notice from the O!'iner to the
contractor authorizing t""i*pti"rr-clt-work' .The-owner shal1 reimburse the con-
tractor for expense lnc"iea'by the Contractor in connection with the work under
inll-"."a.u.a as " re"'1t of such suspension'
Section l-26. The 0wner's Right to Terminate Contract
If the Contraclor should be adjudged a-bankrupt' or if he should make a generaL
assignment for Ehe benefiE of -his creditors' or if a receiver should be ap-
nointed on account of ni"-ii"oi""ty' or. if he should PersistenEly or repeatedly
.efuse or should fail ' ":"";;" i;";;'" es for which "*t"""ioo" of !ime are provided'
to supply enoush ProPerrv-"iilr"a lrorkmen ::.-l'::";J':illllli :: i:r::,"::"t'
irrf 'at make prompt Payment s to subcootractors c
Z6
Section 1.27, Contractorrs Rlght to Stop Work or Terminate Contract
IpersistenEly disregard laws, or ordinarices or the insEructions of the Engineer,
or other\rise be guilfy of a substantial violation of any provision of the con-
tract, then the Owner, upon Ehe liri!ten noEice of the Engineer Ehat sufficient
cause exists to justify such action may, L,ithout prejudice to any other rj-ght
or remedy and afEer giving the Contractor seven (7) days wriEten notice' termin-
ate the employment of the Contractor and take possession of the premises and of
all materials, tools and appLiances thereon and finish the \tork by r.'hatever meEh-
od he may deem expedient, In such case the Contractor shall not be entitled to
receive any further payment until the work is finished. If the unpaid baLance
of the contract price shalI exceed the expense of finishing Ehe work, including
compensation for additionaL managerial and administrative services, such excess
shal1 be paid to the Contractor. If such exPense shall exceed such unpaid bal-
ance, the Contractor shait pay the difference to the Orrner, The expense incurred
by the Owner herein provided, and Ehe damage incurred through the Contractorrs
defaulr, shalt be determined by the Engineer.
Where the contract has been terminaEed by the Owner, said termination shalL not
affect or terminaEe any of the rights of the Owner as against the Contractor or
his surety then exisling or which may thereafter accrue because of such defauLt.
Any retention or palment of moneys by the O\,rner due the Contractor under the
terms of the contract, shall no! release the Contractor or his surety from Iia-
bility for his defauLt "
Contractor may suspend work or terminate contract upon ten (10) days \'rritten
notice to the owner and the Engineer for any of the foLLowing reasons:
a. If an order of any court or other Public authority caused the work
stopped or suspended for a period of nin.ety (90) days through no act or
of the Contractor or his employees.
to be
fauL t
b 1f the Engineer should fail to act upon any request for Pa)nnent within
thirty (30) days after it is presented in accordance with the Seneral conditions
of the contract.
c. If the 0wner should fail to act upon any request for payment within thirty
(30) days after its approval by the Engineer.
d. ff the Owner shall fail to Pay the Contractor any sum within sixty (60) days
after its award by arbitrators.
Section 1"28. Removal of EquiPment
In the case of termination of this contract before completion for any cause
whatever, the Contractor, if notified Eo do so by the Owner' shall promPEly re-
move any part or all of his equipment or supplies from the Property of the owner,
fail ing which the owner shal t have the right to remove such equiPment and sup-
pLies at the expense of the ContracEor'
29
Section 1.29 IUse of Completed Portions
The Owner may, aE any time during progress of the work, after written notice to
the ConLractor, take over and place in service any compLeted portions of the
work which are ready for service, although the entire work of the contract is
not ful1y completed, and notwithstanding Ehe time for comPletion of the entire
work or such portions which may noE be expired. In such case, the Owner sha1l
issue certificates of accepEaoce for such portions of the work, but such Eaking
possession thereof shalL not be deemed an accePtance of any other Portions of
the work, nor of any incornpl.eled portions, nor of any work not completed in
accordance with the contract documents. If such prior use increases the cost of
or delays the \.,ork, the Contractor shall be entitled to such exEra conpensation
or extension of time, or both, as determined by the Engineer.
Section 1.30. Payments Withheld Prior to Final AccepEance of Work
The Owner may rrithhold or, on account of subsequently discovered evidence,
nuLlify the whole or parE of any certificate of paynent to such extent as may be
necessary to protect himself from Loss on account of:
b. Claims filed or reasonable evidence indicating pubLic filing of claims by
other parties against the Contractor"
c. FaiLure of Ehe Contractor to make payments properly to subcontracEors or for
materiaL or 1abor.
a^ Defectlve work not remedied"
d. Damage to another contractor"
Section 1 ,31 Indemnity
When the above grounds are removed or the Contractor provides
satisfactory to the Ori,ne r which wiLl Protect the Ovner in the
payment shal 1 be made for amounts wiEhheld because of them.
a sureEy bond
amount rri Ehhe 1d,
The contractor and his sureties shall indemnify and save harmless the owner and
a1I its officers, agents, anci employees from a1L suits, actions or claims of any
character, name and description brought for on account or' any injuries or damages
received or susEained by any person or persons or proPerty, on account of any
negligent act or fault of Contractor. his agents or employees, in the execution
of said contract; or on account of the failure of the contractor to provide neces-
sary barricades, warning 1ighEs, signs or flagmen; and will be required to pay
any judgment, with cosls, whieh may be obtained against the owler grolding out of
such inj ury or damage.
The contractor sha11, unless otherwise specified, maintain and pay for such in-
surance, issued in the name of the Owner, as wilL protect the Ohrrer from contin-
gent liability under this conEract, and the Oumer's right to enforce against the
Contractor any provision of this article shall be contingent upon the fuLl com-
pliance by the Owner \,rith the terms of such insurance po1 icy or poLicies; a copy
of vhich shall be deposited viith the owner, upon the ournerrs request for same.
i0
lf either party fo this contract should suffer injury or damage in any manner
because of any wrongful act or neglect of the oEher party or of anyone employed
by him, then he shall be reimbursed by the other party for such damage.
Notice of pending claim for any such reimbursement shall be made in nriting to
the party Liable within a reasonable cirue of the first observance of such damage'
and the claim shalt be filed and adjusted previous co the time of final payment,
(by agreement or by arbiEration).
Section 1.32. Damages
Section 1.33. Liens
Section 1" 34. As s ignment
Section 1.35. RlghEs of Various Interests
Neither the final payment nor any part of the retained percentage shall become
due until the Contractor shalL deliver Eo the Owner a complete release of all
claims or liens arising out of this contract, or receiPts in ful1 in Lieu thereof
and, if required in eiEher case, an affidavit that so far as he has knoL,Iedge or
information the release and receipts include all the labor and materiaLs for which
a lien or claim could be filed; but the ConEractor may' if any subcontractor
refuses to furnish a release or receipt in ful1, furnish a bond satisfactory to
the Owner, to indemnify the or,rner againsE any claim or Lien (in cases \rhere such
payment is noE already Suaranteed by sureEy bond). f.f any claim or Lien remains
unsatisfied after alL payments are made, the Contractor shaLl refund to the O\^,ne r
all moneys that the latter may be compelLed to pay in discharging such a Iien,
including aII costs and a reasonable atEorneyrs fee.
The Contractor sha1l not assiSn lhe contract or subleE iE as a whole or in Part
L,ithout the written consent of the 0wner, nor shall the Contractor assiSn any
moneys due or to become due to him hereunder, rdithout the Previous r^,ritten con-
sent of the Or.rner. Assigning or subletting the contract sha11 not relieve the
Contractor or his sureEy from any contract obligations.
I,Iherever work being done by Ehe Owner's forces or by other contractors
tiguous to work covered by this contract, the respective rights of the
interests involved shal1 be established by the Engineer, to secure the
of the various portions of the work in general harmony.
is con-
various
compl et ion
Section 1.36. Separate Contracts
The owner reserves the right Eo Iet other contracts in connection with this work
The Contractor sha11 afford other contractors reasonable oPPorEunity for the in-
troduction and storage of their materials and the execution of their work, and
shalL property connect and coordinate his work irith theirs'
31
The Contractor agrees that he is as
and omissions of his subcontractors
employed by them, as he is for the
ployed by him.
Nothing contained in the contract documents shalI create any conEractual relation
betrdeen any subcontractor and the Owner
Section 1.38. Engineer's Status
The Engineer sha11 have general coordination and direction of Ehe work' He has
authority to stoP the \,ro;k whenever such stoPPage may be necessary to insure the
proper execuEion of the conEracE. He shall also have authority to reject all work
and materials which do noE conform Eo the conlract and !o decide questions which
arise in the execution of the work.
Section 1 .37. Subcont ractors
The Contractor shalL, as soon
notify the Engineer in \rriting
the rrork, said subcontractors
Section 1"40. Arbitration
Should
subj ecE
as possible after lhe signing of the contract,
of Ehe names of aLl proposed subcontractors for
to be subject to the approvaL of the Engineer'
fully responsible to the owner for the acts
and of persons eiEher directly or indj-rectly
acts and omissions of persons directly em-
Secti.on L. 39. Engineer' s Decisions
The Engineer shal1 give all orders and direcEions conEemPlated under this contract
andsp.ecificationsrelativetotheexecutionofEhework.TheEngineershalldeEer-
mine ihe amount ' quaLity, acceptability, and fitness of the several kinds of work
and materials which are io be paid for under lhis contract and shall decide all
q.r""tioar" which may arise in a"latio" to said work and the construction thereof'
'lihe Engineer,s estimates and decisions shall be final and conclusive, except as
herein otherr.rise expressly provided' In case any question shal1 arise between the
parties hereto, relative to said contract or specifications' the determination or
decision of the Engineer shall be a condition Precedent to lhe right of the Con-
tractor to receive any ftoney or Payment for work under this contracE affected in
any manner or any extent by such question'
The Engineer shalL decide the meaning and the intent of any Portion of the speci-
ficatiins and of any plans or drawinls for the same vhich may be found to be
obscureortobeindispute.Anydifferenceorconflictsinregardtotheirwork
which may arise between Contractor under this contract and other contractors
p".foo"i"g vork for the owner sha1l be adjusted and determined by the Engineer'
The Engineer shall, upon presentation to him'- make PrompE decisions in writing on
allclaimsoftheownerortheConlractorandonallothermattersrelatlngtothe
execution and progress of the \"ork or the interpretation of the contract
documents.
there be any disPute or any questioned decision of the Engineer whi'ch is
to arbitration, it shali L"'promptly submi[ted to arbiEration upon demand
,J2
v\/l
by either party to the dispuEe. The Contractor shal1 not delay Ehe \rork because
arbitration proceedings are pending unless he shaLL have wri-tten permission from
Ehe Engineer so to do and such delay shall not extend beyond the Eime lrhen the
arbitrators shal1 have opportunity Eo determine whether Ehe work shalL continue
or be suspended pending decision by the arbiErators of such a dispute. Any
demand for arbicration shaLl be in writing and shall be deLivered to Ehe Engineer
and any adverse party either by personaL delivery or by regisEered mail addressed
to the last known address of each within ten (10) days of receipt of the Engineerrs
decision, and in no event after final payment has been made and accepted, subject,
however, to any express stipulation to the contrary in the contract documents.
Should the Engineer fail \rithin a reasonable period to make a decision, a demand
for arbitration may then be made as if the Engineer's decision had been rendered
against the party demanding arbitraEion"
a. No one shal 1 be qualified to act as an arbitrator who has, directly or in-
directly, any financial inlerest in the contract or \,iho has any business or family
relationship with the Owner, the Contractor, or the Engineer. Each arbitrator
selected shall be qualified by experience and knowledge of the work invoLved in
the matter to be submitted to arbitration.
b. Arbitration shall be in accordance wiEh the procedure and standards of The
American Arbitration Association. A copy of the Procedure and standards of The
American Arbitration Association is on fiLe in the office of the Engineer.
The Owner shall provide as indicated on lhe drar.rings and not later than the date
when needed by the Contractor, the lands upon which the \,rork under this contract
is to be done, rights of way for access Eo same, and such other lands which are
designated on the drawings for the use of lhe Contractor. Any delay in the fur-
nishing of Ehese Lands by the Or^'ne r shal 1 be deemed proper cause for an equitable
adjustmenE in both contract price and time of comPletion.
Section 1.41 - Lands for Work
SecLion 1 .42. Cleaning Up
The Contractor shalI provide at his own exPense and without 1labi1ity
Owner any additional land and access thereto that may be required for
construction facilities, or for storage of materials
to the
temporary
The Contractor sha11, as directed by the Engineer, remove at his own exPense
the Owner's property and from al I publlc and Private proPerty alI temporar:y
structures, rubbish and \^,aste materials resulting from his oPerations, This
quirement shalI not apply to property used for Permanent d.isposaL of rubbish
wasEe materials in accordance with permission of such disposaL granted to the
Contractor by the O!,mer thereof.
from
re-
or
Section 1.43. Public Safety and Convenience
The contractor shalL at aII times so conduct his work to insure the Leas! possibLe
obstruction to traffic and inconvenience to the general public and the residents
in lhe vicinity of the work and to insure Ehe protection of Persons and ProPerty
i3
a
in a manner
the pubLic
authority.
tsatisfactory to the Engineer. No road or street shall be closed toexcept with the permission of the Engineer and proper goverrunental
Fire hydrants on or adjacent to the work shall be keptequipment at all times. Temporary provisions shaLl beinsure the use of sidewalks and the proper functioningLets, drain ditches and irrigation di!ches which shaLIas approved by the Engineer"
accessible to fire f ight ing
made by the Contractor to
of all gutters, sewer in-
not be obstructed except
when nen construction crosses highways, roads, or streets or utilities under thejurisdiction of staLe, county, city or other public agency, public utility orprivate entity, the owner shall secure r,rriEten permission from the proper author-ity before the contractor rnay start such new construction. e copy Lf this writtenpermission must be filed with the contractor before any r1,ork is alne. The con-tractor will be required to furnish a release from the proper authority beforeacceptance of the work
Sect i on 1.44. Crossing Utilities
Section I .45. Sanitary provisions
Section 1.46. Character of Workmen
The contractor shal 1 provide and maintain such sanitary accommodations for theuse of his employees and those of his subcontractors as may be necessary to complywith the requirements and regurations of the local and stale departments ofhealth and as directed by the Engineer.
The contractor shal1 at arI times be responsible for the conduct and disciplineof his employees and/or any subcontracEor or persons employed by subcontractors.41 1 worknen must have sufficient knowledge, siill ana ""p"ri"n"" to f".i"o"properly the work assigned to him. Any foreman or worknan employed Ly the Con_tractor or the subcontracEor who, in the oplnion of the Engine.r, ao"" not per-form his work in a skillfu1 manner or "pp..." to be incompltent, or to act in adisorderly or intemporate manner, shalI at the written requesE of the Engineerbe discharged inrnediately and shal1 not be employed again in any portion of thework without the approval of the Engineer.
34
FREVAIL]NG WAGE RATES TOP USE
THE PROViSIONS
J0B Cr-ASSIFiCATI0N
BU I'LD I NG A.t{D H]GHWA.Y CONS T'R.JC'1' 1ON :
A.sbestos Wor- ke, s
Boi !e:-maker . field
Helpers
Glazie-s
i
ALL PUBIlC l.l0R(S PR0JEcTS ]N C0NFORMITY WITH
SECTION 44 . IOO2 lOAHO CODE
ON
OF
SCHEDULE #I D E PAFTME N'T OF LABOR
STATE OF IDAHO
I ndu stri a l Admi ni st rati on Bldg.
Boi se, I d!hoPrevailing ho.rrly wage rates for;
SOUTHWESTERN IOAHO; tO\^/ER PA.RT OF IDAI1O COUNTY, AtL OF ADAMS, VALLEY, WASH-
INGr'oN, PA.YETTE: Gt|,1, B0ISt', CANYoN, A0A, ELI'10iE, CAltAS, & oWYHEE CoUNTIES
BAS IC. (Fringe Benefits)
H0!,R L Y
I.IAG E :ri 6 W:PENSI0N:APPR"
.13
,20
. ?_o
.20
1E
)E
.01
"01
OTHER
. l5 rac
PainterS - Brush, taPer.angers ---
455
\,95
\.,65
3 "85
3. 80
.7 ,90
4.21
\.2t
2 02
3.95
S teel
Spray G..,n t S&^dblastl ttg
;aint Folie:.. ir.e:S,-e
s.:9" .,
F.e. fataper ,
!ai nte!-s appl i cat ion o!
Fai nter
toxr c chemicals sgch
es Bi tumasti (
Pl a:te.e's
Pl aste. ers Tende. s
Elect' i;:ta., (;able spl i<-ie'', blg
Elect.iciansr Jou-reyma^. blg. - -
Electr cians., Jo! .reyman. Lrneman
4,27
4. oo
3 "50
4. Bl
t+ ,55
4. 3o
3.93
3.t+5
3,.25
.07 5
1%
1%
2of
2of
t%
t%
1%2of
,2 of
1i"
1%
(H jg*'wa,/ €" st, )
E.lect'icians, E.quip., 0perato' (nignruay & rt")
SoFt r loo Laye. (a pe:
Latle" s -
%
.09 "02
F I ,rrrber s, Stear"f'ttets
bender . p -o( e:;s'.19
layout ma"
, Detail
P'ping.
msn, !ipe
mate.ial man.
4 ,40
lron l.,lor. ke- s - Str.;c.t,, 0rnamental r .er^lEorce-
llteqt, ma(h; !,]ery mo\rer , " i gge- €" machi.er y
ere( toi s, welde', fince-erecto' sheete.
Ca: pen t er s
Floor Iayer, shingler, d-ywall appi icatior
6 iostalle: of metal str.,ds., metal f.amr ng,
aco,ist ical mate,iaij, rnetal paft,tions,,
po"celai r, enamel & metai panel s, mo.l i te
& rigid or flexible Plastics, lan'i nat,ls,
weather st' i ppi ng, i osuiation
Sah tri I e'
Stat'onar y i\,lar h 0pe ato'
4'5c
4, c5
.10
.10 ,01
f.1i I lwr-ight & Ma(hi!-!e e. e( to.
Janua: y r , 1966
4,a5
4.,20
4,20
\"30
t0
.10
,t0
"01
" 0t
,01
,01
JJ
SCHEDULE #1, Page 2 - Jan. 1,1966
JOB CLASSI FICATION
BU ] LD ING AND HiGHI.IAY CONSl'RUCTION:
(Fringe Benefits)
:H & W:PENSION:APPR.
EASIC
HOUR L Y
WAG E OTHE R
(cont. )
Pi I ed:'i ver, Bri dgeman, whar f bl der.
Cement Ma son
Gunnite operator 6 Comp Floor laygr,
Power Trowe I , Fower g: i nder opera-
tor
r-AB0RERS:
General Labo.ers, Sloper-, Ciearing E Grad-'ing, Form Stripper, Concrete Crew, Car-
penter Tender,, Flagman, Watchman, Heater
Tender, Stake Jumper, Choker Setter,
Spr-eader & Weighmano Power Wheelbarrow,
Scouring Concrete, Riprap Man (hand pl " )
Fence Erector E Instalier (incls" the
installation and erection of fences,
guard rai I s, median rai ls, reference
posts, guide posts and right-of-way
markers), Crusher Hel per, Cr-ibbing E
Sho.ing (in open ditches) l'lachinery
& Pa!'ts Cleane!-
Chuck Tender, Vibrator, Ai r Tampers, Gunni te
Nozzleman Tender, Pipe VJrapper, Tar Pot
Tender, Concrete Sawer, Signalman,
Handling Cement, Timber Faller and
Bi,tcker, Dumpman, Steam Nozzleman, Air
6 Wate!'' Nozzleman ( G reen cutter,
concrete)
Pipelayer (non-metal lic), Free Air Cai sson,
Jackhamme:-, Pavi ng Breaker, Powderman
Helpe' , Asphal t Raker , Gasol i ne Powered
Tamper, Electric Bal last Tamper, Sand
B last i ng. Form Setter-A.irport Faving
Gunman, (Gunnite) l'lanhole Setter, Hand
Gui ded f4achi nes, such as Roto Ti I ler s,
Trenchers, Post-hole D'i ggers, Walking
G a !'den Tractor s, etc "
Highscaler, l.{agon 0ri I l, Gr"rnnite Nozzleman,
Diamond Dri 11
Dri I ler on dri I ls wi th manufacturerrs rati ng
4
4 "10
4"17
3.4s .10
3.55 .10
20
02
.01
3.35 .10
3.70 .10
3, 95 " l03" o:- over, Powderman
Jt)
SCHEDULE #i, Page 3 - Jan" I,1966
JOB C LASS I FICAT ION
Underground Work:
Reboundman, Chucktender, N i pper, Dumpman,
Vibrator, Brakeman, l,,luckers, Bul lgang ----
Form Set ter & Mover
Mi ners, Machi nemen, Timbermen, Steelmen, Drill
Doctors, Spader-s, & Tuggers, Spi I ing and/
or Ca i s son wor ker s
POWER EqUIPMENT OPERATORS :
Brakeman, Crusher Flant Feeder (Mechanical ),
Deckhand, Heater Tender-, P.rmpma n
Air Compressor, Bell Boy, Blower 0p, (Cement),
Cement Hog, Conc" I'tixer, Conc, Saw,
t4ultiple Cut, 0iscing, harrowing or mulch-
ing (regardless of motive power),
Distrib:rtor Leverman, 0ri ll 516"1 Threader 0p.
Bit Grinder 0per., Firemen, all, Grade
Checker (optional w/contractor), Heavyduty
Mech. Hel per or Welder Helper, Hoi st,
single drum, Hydraulic l'lonitor- 0per., Skid-
mounted, 0i lers on a'l I Equipment (except
underground), Pugmixe., Box or Screed 0p.,
Spray Curing Machine Tractor, Rubber-
tired, Farm type using attachments
A-FrameTri.rck, Asphalt Pavers E Spreaders
(Adnum-Yeager or Barber.Gr eene ), Battery
Tunnel Locomotive, Bel t Finishing l.lachine,
Chi p Spreader l'lachine ( self-propel led),
Front-end and Overhead Loaders and
simi lar machines under 2 yds, (rubber-
tired), Hoist, 2 or more drums or
( Fri nge Benefi t )
:H E W:PENSION:APPR. : OTHER
3" 50
3. 65
.10
,10
3, 95 "10
Tower Hoi st, Hydral i ft,
simi lar (when hoisting),
Tenders (undergr-ound)" P
( Bucket E I evator, Convey
( regardl ess of motive po
Fork Li f t and
0i lers 6 Cabl e
ower [.oader
or s ), Road Rol I er
wer )
3.66 .075
3"76 .075
3.75 "075
3.86 .075
Asphalt Plant Engineer, Boring Machines(earth or rock),. Quarry-master - Joy-
tractor-mounted, 0ri I I s: - churn, core,
calyx o!' diamond, Front End E Overhead
Loaders 6 Similar l'lachines, 2 yds, Eincl. 4 yds. (r-ubber-tired) Grout Pump,
37
BAS IC
HOUR L Y
WAGE
SCHED,JIE #1, Page 4 ia". 1,1966
JoB CLASSITICATI0N
PoWER EqUIPMENT 0PERAToRS: (Cont" )
Lo(.omoti Ve [-nginee:-, Lorgi tudina]
Float hachi ne, ixe.r'obi I e, Sp:erder
fiachine, T.-actoe , R!bbe' Tiied ra!'m
Type, using Backhoe, Tiansverse Finish-
i ng l'14(:hi neJ Tre1')chi ng tlachi ne
Concrete fla^t 0peiato:, CoI]crete Froao Fever
(drral )- Cr-rrshe: :lant 0perato:." ileva-
ting Grade. 0pe'. L.rcl rd Loader " I r ont-
end arrd 0ve.'head Loade.:, and simr l&r'
rnachines o,'e' 4 yds ,,, 6ene: ator I la"t
0 pe" a t o: - t'4ec lran i c ( B; esei ile,.t'ic),
'lea!y 0Lity t'1echa.!ici o: We1 der. Fower
Sno'els (urrde.' I yd,Ju r',r'rr-:crete, F:efr r-
ge! atio! ilant 0peialo- . Roao Frol ler-(flrishi.,g H 'gh-type pai"eme^t,, i -ac to!- -
crawle' tyPe, i1(1,, al i attac.,Ire.tS ------
Blade 0pe.ato- (!'1oto' tat-ol ) (eoleway
0peL'ato.. Al I (.:-anes, De., ck 0peiato"o
l4u(king l'la(hr.e (uaoe-g'o..ndt i r le-
dr iver Ing' n32r , Pera6r St'o.el s I yd"
ard ove!' ToLrInapul ls - 0W-2C,21
fLclid 6 simile ..- -
P6wsr $h9,gl s D-ag1r rle: ( -ene: ard !-edges"
(Fringe Benefi t s )
:H & l.I:PENSI0N:APPR. : OTHER
BAS iC
HOUR L Y
WAG E
4.06 ,075
4.r6 .07 5
4.26 ,0i 5
,07 54,465 cr. yds a^d o,e
TEU(;I OF:I VEPS .
f.lat bed
Flat bed
Flat bed
3.69
3.7 4
3 .84
"10
., l0
"10
- 2-axle & pi(k,ups tsL'11n9 rnate!-ial
- 3 exle
dsiog powe: takeoff
Wate. TaDk Truck ( 1800 qal and unde..r -----.
Wate!' Tank Tr:tk (over i800 ro 4000 9a1s..) --
!\!ate. Tank -lr.rck (o.,e- 4000 9a1s .l
Oump Truck, 6 yds and ,"ier
DumP Truck, over- (. i.cl. l2 yds,
otirnp Tr-uck, o,er 12 'ncl " 20 yrI:.,
0ump T!-.trck, over 20 yds "
Bottom Dump, l2 yds. and Jndei
Bottom Dump, o.ter 12 incl, 20 yc1s"
3.69j .84
3,.94
"79.89
0
0
0
3
4
4
09
24
3 "99
4" 09
4.24
"10,10
,t0
,10
Bottom Funp" over' 20 yds.
.10
.10
.10
JE
(Fringe Benefi ts )
:H & W: PENSION:APPR.
SCHEDULE #!. Page 5 Jan. I 1966
3
4
3
4
3
3
3
3
3
3
3
3
3
3
BAS IC
HOURLY
WAG E OTHERJOB CLASS I F'I CA.T I ON
TRtTCK 0RIVERS: ( Cont " )
Pi lot Car 3,69 " ro
rransit f,!:x
f :ansi t llix
Trars it Mix
Flel rlurk,
F,;el Tr uclr.r
3.79
3.89?oo
3.7 \
3. 84
.10
,10
,10
.10
"10
Truck, J yds. and unde.
T.ick, over- 3.6 yds.
Trr.ick, ore: 6 yds.
I 000 ga I s . and under
over- I 000 9sis, -------
Seor;-
!i:Fr .1.si , e:-, tow-boy ,F to 96000 lbs. G v\,,1 --84
"i4.84
,14
"69
,.84
.69
.10
.10
,t0
"10
"l0,10
,10
.10
.10
,10
"10
,10
"10.10
i ow-boy, 96000 lbs.. GVli and ove.
Bulk Cerpent Tanke:-, up tr: !6000 lbs,. GvW ---'
Btrlk (.emert Tanke:" 96000 ibs. 6vW anc over -
Fork lif't, 3000 lbs" anci u.de-
Fork li ft, o,er' 3000 l bs.
Leverman loedr"g at or,.ke..S
l.la !" ehO.,l Semaa
l' ec k hei per :
G, easer al'lo tr a erhan
B: ggl ncb i 1e
. !.Jmbei Car: i e.
.:A.r-F.ame Tr,,( k
0i I DiStribr"toi Irucx
Drjmpto!'s
Totrrnalocker and s im1 Ia equi pment -
Pulling fril t'a'le' o,e" 20 rds..
79
i9
tq
,14
8+
84
94
3 "99
4"24
,10
,10
J3
LOCAI- J i.IPROVEMENI O i STR ICT NO , 1
S'WER EXIENS ION PRO JECT
C IiY OF I,4ER 1D IAN
l'4ER ID iAN, I DArl0
S iiC iAL FROViS IONS
Section 2.01, DtSCRIPTi0li AliD SC0:E 0F 'v\r0 R K
it is the intent'i on of this co,.'rtract tc make certain sewer line ertensions
within aid adjacent to the corcorate ljmiis of the Ciiy of i',1eridian, Idaho.
As shcwr ir more detail on:he accompanying p1ans, stipulated in l:hese specifi-
catjons and o:r the Proposai - Schedule of Ilems and Prices and as may be further
ordered by the Engineer and approved by the owner.
The plan draw'i ng shcws the general alignmenl, locat'ion, elevations,
istics of the project work together w'i th a separate drawing showing
drawi ngs.
The general features of this work are 1556 linear feet of 8" sewer,
necessary manholes and appurtenances, service connectjons, cl ean-up,
For a description of i tems of work to be performed see the Proposal
of I terns and Prices.
and character-
detai I ed
i"/'i th the
- Schedul e
The work under this contract includes furnishinq all
materials required for the construction of the Sewer
City of l4eridian, Ada County, Idaho, complete and in
these specifications and the applicable drawi ngs and
the conlract.
1 abor, equi prnent and
Extens i on Prcject in the
str.i ct accor dance wi th
subject to '.he ierrns of
Section 2.02. TIMT FOR BEGINI']ING AND COHPLETiON OF COI.]TRACT
The work to be p:rfcrmeC under this contract shall be conxnenced within ten (i0)
calendar iays after the date of written notice to proceed has been qiven to
the Conti'actor by the Owner.
Al I wor k
shal I be
on this project including backfilling,
ccrnpleted within l0 calendar days from
c lean-up
to Proceed.
be cons t ructed i n
Contract-.r shal1 con-
desi -orated or the plaas
to use adjacent property
and final clean-up
testing,
the da te
and final
of Not i ce
Section 2.C1. RIGHTS 0F WAY
The sewer irnprovements as cjesi gnated on the plans are torichts of way and easements furnished by the 0wner. Thefine his oDeratjoits tc the rjqhts of way and easements as
unless the Con:ractor, at his expense, obtains the r.i Ehtin which case the Contractor shal l pay a1 I costs involved
shal I be made as required by these specifications.
Section 2.C+. LINES ANO GRADES
Lines and grades shall be furnished by the Engineer, as provided in Section l.ll
ii0
1
I
of the Generol Coirdi tions, The Engineer shall sei sewer grade stakes a: i':er-
vals not to cxceed 5C feei tc the grades shcw- o1 the plans' Wherever- :ecessa'y,
work shall be suspended to p?rmjt accompli shnen.'. cf this work, bui such
suspension wil l be as brief as practicable, and :he Coitractor shall be allcred
no exlra compensatiorT :herefore. The Contracror shal1 give the Engineer anpie
notice cf the time aird Djace where lines and !rades wjll be needed. All s:a.es,
ma rk s, and reference iniornation shall be carel',"-,11y p;-eserved by the Ccn:rac:cr-:
a,rd, in cases of the'i r careless or unnecessary desiruc'.ion or removai by hjn or
his emplcyees, such stakes, r,rarks, and reference inicrmation shall be replaced
by ihe Enqineer at the Contractorrs expense. The Cortractor shall be r-espc-sib1e
for the transfer to the structure of the lines and grades as set by:he Engineer'
Sec:icr 2.05. WATER Al,lD
Sectior: 2.06. 0ISP0SAL 0F SURPLUS MATERIALS
TOHiR
Water wiil be made available from the City of f4eridian Water System for use'n
'!he ccnstruction of this oro,iect; however, the Contractor must arralrge wi:h:he
City u,larer Superintendeni be:ore using axv waler from the City Water Syste'n.
and the Ccntractor shall take water only from lhe points specified by the -::y
Water !uperintendent. ilo charge will be made by the City for water used ir
connection with the construction of this project.
The Boi se Ada
for "0i sposa I
ma sonry, r cck
Sani tary L-and Fi I I at Gowen Fi eld i s
of Surplus Material s: such as trees,
a:. d u.c'assified excavation, etc.
hereby set aside as the area
stumps, roots, 1 i mbs, co.crete,
ihe Contractor may selecr o:her areas for d'i sposal of surplus materiall however,
said area must be approved by the Enginee-, and the Contractor will be respcnsible
for acquiring the necessary rlghts, at h'i s own expense, to use the property for
such pur pose.
Section 2.0/. UNFORESEEi( DIFFICULTIES
The Contractor shall protect his work and material from damage due to the rature
of the work, the elements, carelessness of other contractors, or from aiy cause
whatever until the completion and acceptance of the work, All ioss cr darnaqesarising out of the nature of the work to be done under these contract documents,
or from any unseen obstruction or defects which may be encountered in the prosecu-
tion of the work or f r-o.n the action of the elements shall be sustaired bv :.^e
Contractor.
SECt'iCN 2.09. I I,]FORI'TA ]OI, R:GARDING EXISTIIiG FAClLITIES
The information relaiive :o the location of utilities and structures indicated
on the plans was obtai.ed from ihe best information available and field observa-tionsl hcwever, the 0rner cannot guarantee the accuracy or completeitess of the
'i niormation. The :ontractor shail, insofar as possible, determ.i ne the exacilocation of the undergrourd obstructions prior to opening up the sewer trenchi
he will be held responsible for the repair of any damage to any and all under-
ground structures and/or uti lities caused by his construction operat.i ons,
4i-
I
v
I
Section 2.C!. CoNSTRUCTIoN 0N STATE iiiGHWAY RIGIIT 0F WAY
y. The Contracto" shall rot c'aim acjC j Lional
0n State i oht oi way controlled by the State Depar'.mert of H'i ghiaays, 1're Con-
tractor r.ril l ccmply with a1l State specifications or requi rements 5iiprrlated
by the Stare in pernii granted for the 0wner to use Staie held properly for
construct:on anC maintenance purposes, and sl.all also comply with all crders
issued by ccmpetei''ri State auihcrity for work on State held proper:y. ComIiance
wi th State requi rements i s mandator
Sect ion 2. 1!. F-AGsEl\l
Section 2. iI . TESTING MATERIALS
Section 2.12. STATE AN0 FEDERAL TNSPECTINS AGENCIES
corpensation beyond his Proposai bid price for work on State held property.
Any bitumincus asphalt pavement duo jnto or damaged shall 5e replaced in
accordance wi th State Hi ghway Department requi rements.
In addition to furnishing and majntaining adequate barricades, barriers, lights,
flares, darger- signals, or watchmen, ihe Contractor is hereby direc:ed and re-
qJired to furnish any and al l flagmer : a: are required to co-.::cl traffjc
throuEh the wf,rk or to re-route ihe trar'f ic through the use of alternate '-orte;ar detours. l-he Owner and/or Engineer is hereby specifically exemot from
furnishir,g ary flagmen for thi s project work.
The Contractor shall a1low the Engineer, upon his request, to obtain sample of
the materiais used or to be used on the 'vork. Such samples mlst be made
ava'i lable, when requested, so that proper tests can be ;nade, and the quality
of the material determi ned before any of lhe materials are i ncorporated in the
work, Testing of the materials w'i li be dcne by a recogni zed testing laboratoryin the State, or elsewhere, and materials which fail to meet the requirementsof the spec'i fications therefor willbe rej ecteC, Further t-ests, due torejection of the first materiais tested, will be at the expense of the Contractor.
The site of ccnstruction is to be open at all reasonable times ancj Dlaces For
inspection by accredited representatives of the Staie cr Federal agencies who
have i-egulatory o- superv'isory authority over any parl of the worl oroposedor related thereto, and further provided that the jdaho Siate Highway Depart-
ment wilf inspect all work in the Interstate Highway zone and saiC woi-k mustbe app-oved by the sar'd State lJighway 0epartment before .j t will be accepted.
Section 2. r 3. SAFETY pRECAUTI0NS
The contracto. shall take all necessary precautions fo- the safety cf errployeesc,r:he work and shall comply with all applicable provisions of Feieral, Staie.and Municrcal saiety laws and building codes to prevent acciden:s cr in-iury toperscns or, about, or adjacent to the premises where the work is beinq performed,He,shall erect and properry mainiain at ar times, as required by the conditionsand progress cf the work, ali necessary safeg:ards for the protectio:., of wcrkmenand the pirblic, and sharr post danEer signs riarn'i ng against the hazards createdby such features of construction ai protiuding naiis, hod hoisis, excavation,
4'2
wel I holes, hatchways, m3nholes, scaffolding, wi ndow openings, s',ajrways, and
fallinq materials. Sa'id work is ro be so condrcted that no liabili:y will
accrue under the impioyer's Liability Act of the s].ate in which :r.e wor[. is io
be performed.
SCCTJON 2.]!. EMPi-OYIIiNT OF IDAHO RISIOINTS AND PREVAILiNG IrIAG E 3,] iDULE
The Contractorjs atiention is directed to Section
enact"ed by the Legjslature cf tirc S-.ate of Idaho,
ment of Idaho residents on construction projects,
AS
the empi oy-
In acccrdance !.,ri th Section \r-iCA5, Idaho Code (Supplement) as enacted by the
Legislature of the State of Idaho, February 19, 1955, the minimur r.raqe rates.
as of January, i966, to be peid various classes of laborers and mechanics
in the performance of this Contract are as listed by the Departme.t cf Labor,
State cf Idaho, which are herein included and incorpcrated as a par: of these
Sp:cifications, 'i ncludi:r9 :ny revisions made prior to b-id opening oa;e.
The Contractor shall assum3 ail changes in labor costs occesioned by changes
in wage schedules nade mandatory by statutes during the life of this ion'tracti
and, furthernore, the Contractor compensation for this Contract shall not vary
due to such changes, if any, that rnay arise by statutory requi renents,
The owner does not guarantee that labor can be procured for the minimum wages
set forth in the schedules mentioned above. The rates cf wages listed a,e
minimJm on1y, below which the Contractor cannot pay and they do not constitutea representat ion that labor can be produced for the minimum Iisted. It will be
the respc:rsibility of the Contractor to ascertain for himself the wages abcve
the minimum set forth that he may have to pay.
Section 2.15. S0URCE AND C0ST 0F MATERIALS
A11 materi als furnished or incorporated in this project shall conform to the
req'rirements of these specifications hereof a part,
Aggregate for sL,rface repair, base gravel, bituminous surfacing, street rnainten-
ance gravel, concrete and other items of the projecr reguiring sand, rock,
crushed gravel, etc., is not avai lable from a.1y City owned pit and it shall
be the Contractor,s respcnsibility to acquire the necessary riEhts. at his owr
expense, to ob!ain and use such aJgreoate that wili meet the r--qui,-enents of
these specifications.
&4- 1c02, I dahc tcie
j91i,/. pertar-r-: -o
The Contractor shal I a:quire the necessary rights, at his own expe:.rse,material from such aggregate scurces artd :o use the property for pt31.
hauling roads, and other purposes and to pay al1 costs involved.
to take
si te,
Sect i on 2,15. INSURANCE
The Contractor
the 0wner wi th
herein:
shall not commence
sati sfactory proof
,.rcrk under this contract until he has furnishedof the carriage of insurance as sceci fied
43
A. Conp?nsat jon l.rsurance, l"he ao-rtrac'-o' .'-,al' :na:'-',ai . d,-;r ' :. --e
B. Pu5lic Liabilit and Proc:rtv
this .oitract, l./crkmen's Coinpe.sa':ioF Jisura'ice 9r t'qui!aler-.. !J- a :, '
employees employed on this wcrk, and \e shall require ary subco:1-ac:Jr--< to
pro!ide similar jnsui-ance for all said subconr.raclcr : emDloyees ,. €s: rajd
:iubcJnlraclor': e"nplgyees are covered b./ fhe iiri,r'arce iai:'i3;-eC: :-e
Contractcr.
Da n" ge In::rarce.];16 lg1r,1;q -,3. 5 -.3
in-i ury to De-sc-s,
. said insura:ce '^
1l claims as a5cie
l
)r
suchdarnage to property, during the li fe of thr s contraci
forms as it will protect Contractor a.rd Ci^rner from a
prov'i ded, in the fcllowing amounts:
ma i nta; n Pub ic L iabi I i ty InsJrance alainst death or
2. Property Damage lnsurance not l ess than $50,00c.
Public Liability lnsurance not less thar $iC],C0!, tor- i-
a-)y one person, including accidental death, and iol less
S'00,000 for any one acci dent.
c lc
The Cont ractor rs Public
the primary coveraEe on
con t ract,
Liabi I i ty and Prope,-ty
al l claims arising out
Damage Insurance sria l p:ovide
of the performance ci the
Section 2.17. PERFoRI4ANCE ANo PAYMENT B0N0S
The Contractor shall furnish a surety bond of the l'orm jrrcluced herewira in an
anount at least equal to the total amcunt of the proposal as securjty for the
faithful performance of the contract and the payment cf all persors supplying
iab:- and materials for the cr)nstruction of the wcrk. Said bond sla: i be
issued by a surety company airthori zed to issue such bonds in the sla!e in which
the work is to be performed and having a record of service satisfacrory lo the
Owner. The bond shall be in force for one (1) year after the date.of ijnal
payment for the work to cover all guarantees against defectiVe workna.shj p and
materials, a:rd for such additional time as may be required by 1aw ior the
filing of claims for nonpayment of labo!-, .na:eria s, and services. :ae :erms
or the Performance and Payment Bonds shail be as staled i. tlie per'cr::ia:ce and
Payment Bond forms included in these .oi]tract documents.
Secticn 2.18. MAINTENANCa AllD GUARANTEE
Sect ion 2. 1!. SUSPENSI0N 0F PAYHENTS
No estimate shall be prepared or fiied by '-e 1 onq as a:y o,-der byEngi n eer AS
4.+
The ConLractor hereby agrees ro r.'rai\e. at his own expense, any.epai.s o-
replacements made necessary by defects in materials or workmansl^io sr..,op!ied by
him. The Contractor also agrees to'Told the Orrne. harnless f ro'n ciairs cf any
kind arising from danage due to said defects, The Co:rtractor shal; na(e all
repairs and reolace,nents prompt ly upon receipt of r^iritte. orders 'or same from
the Enginee:. ;f the Contractor faiis to make tie reparrs a..d replaceneits
pro:npt ly, the 0wrer may do the wJri<, ard the Contractor ard his su.e:v shall
ce I i abl e for the co,ct thereof.
him to the Contractor in comDiiaacel with these specificat'ions s\al'
complic'd wi ll-r, nor sha11 any eslimaie be prepared or filed as lonc
claim cr lien lilcd 9r- pi-osecuted aEa'i :sr, the Cwrer :r ccn; l'i c'- wl:
visions of ll,is coniraci :hajl remai: ursatisfied.
-e-a r.r un-
a.i.
- -e ?ro-
Unle-c -c.otherwise provided i^ the specifica:iol^>, par:jal pavinen:s r.r"' 5e made
by the Owner at thc wark proqresses! based ca approxinaie estina-es f,' :''re
amount or pr3p3rtion of the work done up to ard includirc the 25th c:v o: each
month, or scme olher rionthly calerdar date 3s may be agreed upcii. Es .c.:routed
by the Enoineer, except thai nc partial payment wil I be made whe. l'.e :otal
vajue c1- ihe r,rork dorre since ihe lasi estimate and payment amou::::o'ess
rlran S1,000.00. 1n compuii;rq such estimate, any preparatory wcri, e-c ai,,.
:na lcr.ia l clelivered on the site and nf,t inccrpcrated i.a the work riay f,e i6l(en
inro ccnsideratr'on. In flraking such partial payments there shall be -e-,ained :en
Per cent (,10/.) of the esrimated amount until final accep+.ar ce of al: irJrk
cove,-eC by the contract; prcvided, hcwever, that if the coflTple:';oi c. a!'ceptance
of the work is delayed through no fauit ci t1e Contractor the Owre. na\.. at
his discretion, pay any part or all of such retained percentage, and make any
further payments uirder the cc.lract in full. The Contractor agrees : -ra-t :"rc
payment made uncieLt hjs contracr, except the final payment, shali be e,, idence
of the perforrance of this conti-act, either in whole or i:- parr, ard tr'a: :o
Paymants shail be construed as acceptance of unsatist-actcry wrrk cr na:erials.
-"er ijon .r.21, :-lr1 -;A .;wr.1trr.Il
Section 2.21. ACCEPTAIJCT Al.l0 FIIIAL PAYMENT
Section 2.22. rr:ASURifiiNi AND [,A yt'1E r,]-i
Upo:r the completion of the work according to the contract, the Eng'neer- sha1l
certify to the owner a final estimate based upon the quaf,ti:ies measui-ed o!'
a3p-oved by the Engineer and compuled according to the unit price narned in the
contract, showinc the total y,/crk dc.e as requireC and the amount due the
Contractcr therefor. A11 prior partial estimates and payments shail be subject
to correction in Lhe F'iral estimate ard payment. Upon rhe acceprance of rhe
completed ,arcrk by the 0wner, payment r'n full, after deducting thereirorir all
previous payments and ary other amounts to be kept and retajned under the
provisions of r-h'i s contract, shall be made to the Contractcr; pro',,ided.
that before makjng such final payment, the owner may require from the ;c.rtractor
satisfactory Drocf rhat all debts due ior iabcr, materials, supplies. or goods
of any kind usec in or upcn the w,:rk by the Contractor or the subcontractors
have been paid in fui1, and a notice published in accordance r,rith rl.re pro-
visions of Section lJS-5C2 of the Idaho Code,
All wcrk acceptab: / ccmpleted uncier the contract shall be neasured by
Engineer accc:di:; '.c Unjted States Stardard measures, and the quarti:
wcrk performes or naterial furni sheci shall be computed on the basis of
mea Suremen t s.
I '',re
j es of
The Contractor sha I I
ment for f urr-,i si.ino
accept the compensa t j cij as
all in3lerials, labcr, tocls
here'i n provided, in fu'l pay-
arrd equ'i pmen t and ior oer f ormi ;-:g
45
dll w-rrk u-,der
o: ih(- wci-(.
cu lt i e-i wll ich
i-j 'ai aicec-:a
ihc contract; also
from tr-re ac: i tr^ o
I
for al l loss or damage
a the elements, or '- roii'r
d-:r i ng the prosecu'. ion
ar jsing from i
any urforeseer
of the wJr-i., un
c
..1or
m:y be encountered
ce by ',he ow-e..
40
SPECiAL SPEClFiCAil0l.iS
Sect i on 1.01,
A. Scope, The Contractor shall furnish all labor, ma:erials, ai"d :3i- roilent
B. Pro
that rne progress o
I
LOCAL J MPROVEMI I'i'I SiSIRiCT NO.
SIWER EX'TENS IC[] PROJECI
c ITY 0F r,,lERiDIAtl
MER I D ]AI.J. lDA;-IO
n cf these coitract documents
systema t i c manner so the
!rl,tPA
necessary or required lo complete the work ir all respecis as s:rcw- !-'- : ']e
p1ans, as hereinafter speciiied, cr beth. Each sectior hereinaf re'- 's d:v-i ded,
'where applicable, irrro sect'ions corrsisr irg of: A, Scope, B, l'lateria s: J, ,J-'rL -
.,nanship; and D, l.1ea.iureinei: and Payner]i. ihis method is enpioyei tc 'a.ili.ate
the work af the Co.tractor )n preparing his Proposal a-rd i -:-i lowi.q --"e
specifications during construction. Any S',ardard Spec'i fica: . s -e'e:-eci ',o
herein are bound at the end of this sectron,
A11 references to tl.e form ASTiI refer t, Standard Specificatro:rs cr i.leltsods of
the American Sociely fcr- -lest'i ng Materials. The number following ,.he abb'evra-
tion refers lo the serial nrmber or the per:inent ASTI'4 Specificatio;. :i^e
abbreviation AASH0 refers to the America Association of S,ate Highwav 0:ficials,
and the numbei following the abbreviatio'r refers to the serial number cf the
pertinent AASH0 Spec'i ficatjon. Unless otherwise noted, references !c i\ese
Standard Specifications are to be the latesi revision of said Specifica:;o-,
ress of Construction. :t is the intentio
the work shall oroceed in a
mj nimum of inconvenience will result to the public in the ccurse of construction.
It'i s, therefore, necessary that the Contractor confine his operations to as
small a l.ength oi work per crew as is feasible. Except i.lnder permissio" of the
Engineer, at no tima sha1l the trenching equipment be farther than 200 feet
ahead of each pipe-laying crew. Backfilling of the trench shall be a:ccmp1 ished
so no section of acpro,,'ed pipe shall be left open longer than 24 hours ercept
by permissior of the Engrneei-. Complete backfill and clear.r-up slall be
accomDl i shed after each section of the piDe has been inspected and aoproved.
The Engir-.eer- reserves the right t-o wjthhold line and gi-ade or ai.v rnai-, raleral,
or trunk when, 'i n his opjrion, excessive trench is being opened ahead ci the
pipe laying, backfilling behind the pipe laying is not proceedi ng satisfactorily,
service co.,.ect j or and rnarhole installatjci is lagging mcre !han ! caie:C:r
days rehind ihe b3ckfil!i:g, clean-up:rd restoration of all p'rysical F''cpertiesare lagging, a:C hydros'.atic or pipe testing, ai cutiined rerejt., :s -c:
sati sfactory.
C1r:ar-up of all constr!clion debris, excess exco./at jon, excess mater'a:s, a d
complete restcration of al1 fences, :rar lboxes, irrigation structures. d':c-es,
culverts, sicnposts, and similar iterns shall be compl eted imnediately i:11owing
the final backiilling of the line and testing of the sewer, if requireC. The
47
/
Contraclor slral l stockpile the excavated trelch rnater ja1 so as to do :5e least
dama.re lo odjacent lawns, Erassed areas, qardens, shrubbe.y' or fences. re!ardless
of whether these are on privaie ProPerty cr prblic riqnts of wtsy, Ali excavated
nate,'iais shall be removed i':c:': :rassed and pla"Led areas, and these s!"aces
shall be left in a conditio' equ'valent to their oriqi:ai 5srFace arC f'ee 'ro::
all rocks, gi-avelr boulders. or rther ioreisn material.
It is rhe inte,lt of these ao-,:i-ac: documents that ihe C.;:,traqrqr s5al I trcvjde
all labor anC equipment neaessai-y ic grade and ma'!rrta'i n in a reaso-ebl.^ s3:'!itic-
all slree:s, roadways, anci a1!eys or wlrich sewer construction lras bee- accomplisfed
until ii-al acceptance of the entire pr-oject by the City. Street suriaci'l
naterial will be applied ,Jnder Section 3.05 of these Special Specifica';o-s. as
direcied by :he Engineer. Frior to finai acceptarce of ihe project, a1l !-rfaces
on \rhich :ewers have been constructed shail be given a r'inal regradir3 witr ai
approved m)tcr patroi grader and shaped as directeJ by the Engineer.
C. Interferinc StructLires and Uti lities. The Contractor shal I exercise ail
tosanble cautio:r to prevent d Srna g-e-I;-;Ts t i ng structures and uti lj ti es, !.rhether
abovegroLrnd or underground, An attempt has been made to show these structures
and utiljlies cn the p1ans. While the jnformation has beex compj led f rcrx.the
bes t avai labi e scurces, its conoJeteness and accur acy cannot be guaraniEeC,
and it is presenteC simply as a ouide to possible difficuities. The Contractor
shall notify all utility of f ice-. concerned at least 48 hours in advance cf
constructr'on operations in wirich a utility's facilities may be involved. This
shall include, but nct be limited tc irrigation, water, telephone, electric,
oil, and gas,
It shail be the resporsibii ity of the Contractor to locate and expose all
exist'i ng urderground structu:-es and utilit'ies in advance of the trench exca\a-
tion. Anv structure or Lr:iri:ies damaged by the work shall be repaired or
replaced in a co:dition equar to or better than the condition prior to the
dainage. Such repair or replacement shall be accompl i shed. at, the Coatr'ac'.cr"s
expense wi:hout additional conpensat!on from the owner,
The Contractor shall reinove anC replace such snall miscel la.eous structi.rres as
fences, catch b3sins, drain pipe, culverts, mailboxes, ard signposts ai l.is or./n
expense wi:hout additio:ral coFrpensatjon from the 0wre-. Ihe Contracto- shall
repla:e these structures in a condition as g,;cd or bette. than thei; e1-ig;aal
condi t i ons.
If interfering power poles, tei ephone poles, g-ry wires, or anchors are e:countei-ed,
the Contractor shall nctify the Eng'i neer at least sevei.j (7) days in adva":e cf
construction to permi t airar3ements with the utility company or City fc.ces for
Protection or relocation cf the structure. Such structures will not be ccr-
sidered tc interfere unless they are within three (3) feet of the rrerc- ce.rte.
1ine.
The Coitractor shali remcver protecl, and re:l ace all existing bui ldlrgs,
drainaqe ways, al1 crainage and irrigation structures, or other improvenents
and similar items located alcng the proposed sewer line ai h'i s own expe^se
without add'i tjcnal compensation from the owner unless specifical ly prcv-: ded
4:l
a l)3 y
dnd in
fo. a.
mann. r
i it,m of worL
a (.onditior
fi
a:
I
:he spec'j fications, Replaceme.',
least equivdlent to the original
sf'a I i
c o'rd'
le
Al1 bituminous rypc pa\ eine.as iequirjnE Surface Repai r-, Types 1 a-i l. snail be
cut prior Lo excavat ior :f --r-erches wi th an approveci par ino breal.er. r,/; C'.^ of
p3vemcnr ,:.-t shali be a: leas: equal to I,he r-equired r.ridth of lhe i'e.clr a'.
-:rourd :irriace. Paveiiieii -e''tcved durinq excavatjon shall noL be rsei i. rhe
ini,,ial oa,,kf il I zone cf :he rrench. Ma'i nienance cf the b;ckfilleC :r-e:cr- is
covered undc. 3ecri on ).C2 ci -rhese Special Speci fications.
if the Contractor encouniers ex'i siing struciures which will prevenl :he co''l-
str'.rc1, jon oi the pipeiinc a"d which are nci Drcperly ShcWn oi.r the pla"s, he
shall aotify the Ingineer beiore contjnuing with the constructior i'order rhat
the !i'\rifreer may make sLcr 'relci revisions as iecessary :,r avo'd co-fl'ct with
the existing sti-ucrures. ihe cosi of waitrng or rrdowrr" time during sucn field
revision shall be borne by- 'rhe Ccntractor wi thout additional cost :o tre Owrer.
1f the ioirractor shail far; :g sc nor,ify the Engineer when ai existi.J siruc-!ure
is encolrntered, but shall pr-oceed with the construction despite thrs jnter-
ference, he shall do so ai his own risk, In particular, when the location :,i
the n e,"., constructjon, as show. on the plans, wiil prohibit the res:cration of
existinE strLictures to their- oriqinal conditjons, he shail notify iae Enginee'
so a fi.rlC :-elocation nray be made to avoid the conf1 ict.
0. Fi el d Relocation. Durin g the progress of construction, it is pcssible that
ma de
a
minor i'elccations of the iine may be necessary. Such relocat'ions sla1l be
only by direction o'the argireer. lJnforeseen obstructions encourte!-ed as
result of such relocations wjll not be subjects for claims for eCditional
compensation by the Contractoi- to any Ereater extent than would have been
case had the obstructjon beer encountered alono the oriqinal locatic.,
lhe
E. zublic Safety and Conven'i ence. The Contractor shall comply with a1l rules
and regulations oT the Ci[il Touniy, and State authorities regarding the. closing
of puSl ic streets or highways to the use of public traffic. No road shall be
closed by the Contractor to ihe public except by express permission of the
Engineer. Traffic must be keor open on those roads and streets where no derour
is possibie. The Contrac:c. shall, at all times, conduct his work so as to
assure the least possibie cbstruction to traffic and normal cornmercial p.rrsui rs,
All obstructions withi-':rareled roadways shall be protected by approved sicn-..
barricades, and lights /,/he.e necessary or crdered by the Engineer for the
safety of the traveli.: oL5lic. The convenience of the general public ard
residents along the sewer anC the protection of persons and property is of prine
importance and shall be orc,;ded for by '.he Contract.)r ir an adeqrate and
sat'i sfactory rna nner .
The Cortracror shall use e!ery reasonable precaution to safeguard the persors
and property cf the travel;"; public. Fai'u.e ol' the Erg i neer to iot i fy tne
Contractor to maintain bar-ricades, barriers, I ights, flares, danger sicnals,
or watchneir shall nct re1 jeve thc Contracior from his responsibility, All
barricades and obstructions shall be protected at night by signal I ights wnicn
shall be suitably distribu:ed across the roadtray and kept burning from surse:-
to sunrise. Earricades sh;ll be cf substantial construction.
49
ldi:r.ler,er lh{. Coi1rac',or-r.- c.-'a:ions
f ui-ri sh iialmen and quardr 6. iecessa
acj^qud ( \./drn:'r.: lo rl'e,:-i ': o- any
llc - ta: i :Jrnicn, , te.L. d-d -at-'a;r
si.1n., and an,7 other dev i:e-< --haa may
a\o',J canajc ard injury 'c 're ouolic
aSsii:iecj lo qive warninci '.c -hc ,rb'i
wearinc epoarel and a rec':al i.r-ic..
wi th i.,e aifected property ownei-s in advance.
ro p-ltect stc!-ed material:. r-:ir\ar-ed trees
F. Easemenrs. Portions
G. Con-..actorr -\ Res
creai e a razardo-s ccr,d i '- ior. ;e :ra i I
!-y o. aj crcJc-r.C by :tc E.,c:,ee- iJ : .c
darqercus ,:ondii io.s to tie e:cou: -e,-eC.
approveci fenc es, tarricades, l't:f :s.
be recessarlz '.o Dreverit accicie': < e'C i
. F agn:'r a^d -,-c o. r wi,' ; e : r-: 6" :
c. shail bc cqr:ip3eC with aDo'o.ec .ec
sha!l be hept ciea.-' a"d i" :roco .eoai'.
Tlre Cor,ri-actor will be requirec ic confine aoistruction opera:io.s v,'':t^'r' i.s
deditaiei rights of way for ou5ljc thorouqhfares or within areas for- which con-
itrlr-',icn easernents nave beei c5:ained urles. he has m3de special aira.!ener"is
I ne
d "1c
Contractor wi I i be requi red
crops, a:.d o,-her ;:ens ioa3:ec
ad-l arien^L to :he proposed sewer , ines. Pr-oper:y owners affected by :he acr{t.J.-ior
shall 5c notjfied by the Conirac:or at least 43 hours in ad!ance o: :he lime
conslrrctior ::ecins. Durirc:ll ccnstructr'on opera:ions, the Cont,"ac:cr sl'all
co:strrc1. and maintain suci -ac;l:- esas may be required to provide access by
ali p.cpeity cwners to thei!' pr-operty. No perso. shall be cut c:f irom access
lo his residerce or place c'b-'i-ess for a period exceedir-,g 8 hcu,--s rlless::e
Contractor has made specjal arrangements wi th the affected persons, ine
Contractor -.hall p-ovjde ior access ai all times for livestock tl"r-oueh l'arm
areas; specjfically, no port:.or1 of farmlands in which livestock are pas:ured
shall be cut off from ready access by the farm animals.
or t!e sani lary sewers wi 1 I be located on pri\ate
property, Easements and permiis have been cbtained by the 0wner. Easements
sha11 provide for the use of grcperty for construction purposes to the extentjndicated on the easements, 3op-i es of these easemerts and permits ar-e ar,ailable
at the oifices of the Cjty alerk of the Cr'ty of Meridiar for inspeciion by the
Contractor. The Cont!'actor siall confine his construcrion operatio-s :c within
the dasement lin.rs oi- street right of way limits or make special arralgements
with the property owners ror ihe additional area required. Any damage to
pi-ivate property, either insicje cr outside the iimits of the easemeats provi ded
by the Owner, shall be the resptrnsibility of the Contractor. Before fi-al
Payment will be authori zeC Dy i:e Ingineer ai the comp]etion oi tr^e co^structio,'r,
the Coniractor shall o:tair i.6111 the pernit or easemenl Erantors a i-elease
inciicating that the wo.k oi: "esioration has been satjsfactorily compieied in
accordance with the term: of t^e permi t or easement. Should it be fou-d
irnpossible for the Contra6.e. :c obtain any of the req,ired releases. ejrher
becarse cf the absence of ::1e c.antors or because of impractical denands bythe gra-:ors, '.hen tne in:'^ee- ri'ra y waive this requi:-enent, if, in h:s cpi-ior,the -^3it.a.:or has fi-l1f .i I ec -'. cbl joar-ions.
ponsibiir:y .or Util u Propert i es and Serv'i ce.a,l poi nts
trl'r ere the Contractorrs opera: i ot-,s are adtelegraph, telephone, irrica:ror or cana
companie-. cr are adjace;:: i: o-rer- prope
cons i derable expense, loss, ard ;nconvenal l arrangements necessary ior the prolepoles less r-han 3 feet from tl-,e trench c
jacent tc or cross propert.i es cr railway,l, power, oi I, gas, water, aid oetrojeum
r ty (damage to whi ch mi qht resu 1 t i nience), no wor-k shal I be siarred unti Iction thereof have been rnade. power
enter lr"e will be removed at no cost
}0
-
I
I
I
to the Contraalor. lt sl,a1l be ihe Conlracior's responsr'bility io pi-c:ec1
fi'om damaqe ail other pcies.
The Contractor ihall be 'cielv ard direc,, 1y responsible to tlle or4iers arc cpe-a-
tors of such properties fc- a-y damaqe, in-jury, expense. ioss. it.converierce,
deiay, suits, act;ons, or- clains cf any character blought because of aiv
injuries 9r dsmage wlrici -:a" re:"r1t from the carryirg out of ].he wcrk '-c f,e
done under the conlrdcl.
1n the er,ent of :'nterrup., io: :o eirher domesiic or irrigation water or ',c
other utility services as a i-e:ult of accidental breakage or as a resulr- cf
being exposed or unsupported, the Contractor shall promptly notify the prcper
author;i-y. lie shall coopcra'-e wi!h the said au.hcr,i iy in rest-oraticr of
service as promptly as poss'ib1e and shall bear all costs or repair. in n3
case srall interruption oi a.y water or utiiity service be allowed to exisi
outside wcrking hours unless prior approval is received.
The locations of the na_jc- existinE water iines, as
taken from City maps, aJ.o preliminary investigations
generally re1 iab1e. lcwe,er_. it should be expected
crepanc ies wi I 1 occur- .
siLOW"l
have
that
on the plans, were
i ndi catecj they are
some l ocat i on d'i s-
l.le i ther the 0wner
to the Contractor
than those shown
the plans.
nor _'.. c fjcers or agents shall be responsible for damages
resulr oi the iocations of the water I ines being o'.her
plais or for the existence of water lines not shown on
as
on
a
the
H. Land Monuments. The Cc:1tractor shall preserve existing City, County,
State, and Federal land monuments wherever possible. When these monuments cannot
be preserved, the Contractor- shall notify the Engineer at least two (2) weeks
;n advance of the proposed construction in orde!- that the Engineer will have
ample opportunity to reference these monuments for later replacerent"
51
unclassified,
regardless of
The Cont rac tor shal l
the character, natLrrer
Sectio,r I,C
A " S cope.
.Ji\^lt lr ii!,,i:
b. Test Holes. Test hcles
of way; pr-otect ion of privaie property durin: construction: disposai of c je:r-eci
materials; exca\'at ior of :5e :.e,.lch for :he oipe and appui-'.elrances: jo!-ia:i:-
stabj lizaijion; ti-errch bac<f i ll of the type sp,ecif ieJ by the !nqineer-! i-e:lo.a !
repJace,rent anC reirabilitaljon of al1 drainage and ,irrigation ditches, t{a:e!--
ways, or other feaLures noved cr damaged durin: co,rstructionl rern:val of all
obstructjo:is; reinoval ard r-eplaceinent of '.opsoj 1 as speci fied; rencvai cf
existinE pavement; locaiin. and protecting existing uti litiesi repajr cf
Canage tc utiiities; ',he reiitenance of access tc pubi'ic thorouqh-'ares and:c
private property; the r'lerr,ieiralce of adequate barricades, 1:'ghts, anC warnin:
signs for the prcteciici cf tne public on City streets, public hr'ghways, courty
roads, and pr;vaie drive:; shc. i ng cr i bbi ng, b:a: i ng, sheet i nE. a.d dew3ter;-:
as may be required; haulir,c and disposal of waste excavation, including temporary
hauling a,rd disposal of:poil whr'ch cannot be accomrodated ^,ithin the designated
ri9h: of way; repair of pr-,b1ic and private property damaged durinc .cons:ruc:;o-:
final clean-up of the construction areasi and all miscellaneous ,i terns of wor<
requ'ireC to ccmplete the :onstructioil speci fieci he;eunder.
l. Excavation ard 8ac^:rll. Thjs ite'n 'l nclr-:des the wcrL iecessar" t'c- :re
trench excavation an.J backfj rl. inc ludino cui -o: linited to cle:ri-.c ct .l:!'.
2. te!s1 lipr. This iten includes the wcrk necessary for the installa-
B. l,laterials.
1. Excava t i on and Backfi I l.
a, Exaavatior. Aii excavation i s
tion -F TI- siwEi-fr pe and f ittings of the sizes and classes indiceted. including
but not limiteC to furnishing:i1 materials; fine-grading the trench Sottom:
providing base for the pipe; providing 5e11 holes in the trench bcttomi laying
arrd jointing pipe; installinc thr-ust blocks, closure collars; furnishing pipe
necessary for physical testsi hydrostatic testinE of the line; and providing
plugs and blocking on lines lo be completed in future constructioi-..
to the bid opening.
complete al l
or condi t ion
excava t i on o: every descr i pt i cn
of the nate,'ial e5countered.
shall le dug by the Owner two days prior
are p.-esented to give some i ndicatior ofthe conditions to 5e er:c.:riered d.lring construction and is offereci as supple-mentary information crlr. "either the 0wner .lcr- the Engineer assunes any res-pcnsib'i lity for rhe j j.rte.r:e:aticn of the test hole data for subsui-faceconditions. The contra::cr- snallmake iris oi./n estimate of the class and typeof material and amou:it c. :-curd water to be encountered in trenchirg.
fhese :est ho les
c. SelecreC Ba:k:i 1l Marerial.Selected backfill mater.iat ir :he
contain no piece of material iargerback t i1 lzone for S erlerirches for all s.i zes cf
'i ni t ial
than J
pi pe shaT I
pi Pe.
5'2
llonre'i nicrced Concrete / ijl€.iiorre'i nforced corici-eie piie :'a I
Sewer Pipe,rr and sha1l be .ui.'shed
and 8" pipe shal I be s:arca-.:
/d. \.later to Bac(fi 1 I . 0omestic water from hj-dranls wil l be
avai iable r.o the Contractor. I.. will be the Contractor,s resporsib;1'-'t c
make al I necessary ari-anoenents for a source ol' water durjnc al1 pericds of
consiruciion ancj io ma<e a1l arrangenen'.s for delivery of ine t^raler :c il':e tre.ch
sidc.
S ewer Pi pe.
conlorrn to ASll't L i1+-1,/.
wi th rubber- gasket type
st reng t h pi pe.
ertit,led
iornts.
rrloncr et c
All r+ri, a!l.
b. Joint-i,-rci.i-s for concrete pi pe shal 1 be of the r,rbbe.-:asLeted
Brant, Tylox, or Sta-i,,.'-iorneiius type joini. ^ey
;equirements ct' ASTl,i a 4)3-59f, with the ioliowj-:
type and equai to the
shal I comply with rne
addi t ionaI p-ovi sio::.
cap3ble of witi:iandlng 10-per ce.: stretch
ninuLe wi;h rc ,'sible daraoe occtrri-:.
shall be
f9- 9:e
Caske. material shall be stored in a coo1, clean place protec:ed
from sunlight and contaminants until ready for installation on the pipe,
Pipes with oaskets affixed shal I be installeC in the sewer line wi:hir 28 days
unless adequately protected against sirni'i ght dnd contami.rants.
ccllars
strea:th
shai 1 be
of 2, 00C
Thrust
ml n I murn
blocks
2B- day
c. Gaske-. Xuaijty, Gaskers made
4. Ihrust Blocking and Closure Coliars.
of concrete havi no a
hrith vLilcani zed -joi:tsacross the ,oint held
and c losure
compr e s s iveconstructed
Closure collars shall be used to make connections and
when conditions p:event the use of the standard rubber-gasketed
wi th rhe pi pe.
P] PEjoint fur-ri s hed
C. (orkmanshi p.
1. Excavation erc Eackfi I I .
a. Clearin: the Right of Way. Where clearing oi Lhe riqht o' !.,ay
is necessary, it shillSe -ohpleted prior to the start of the trenchinq.
Brush shall be cut as.ear to the surfa.e of ihe ground as practicable;.d
renoved to an approved Cisposai area. The Contractor shall obse:ve all
Federal and Siate lars relatin3 to hauling permits and local r-eguiat'i o"s
relaiinc to bur"inc ancir'or otherwise disposinq of such materr'als. Unde'-
no c!)nditions shall excavated materials be permitted to cove: brush p:io. lo
c lear i ng aid rerltov'i ng same.
b. 0bstr!ctrons.rhis jtem shall refer to obstructions whic- 'nay
replaceirent. 0bstructions tc the cors:rirc:ion of thebe rercved and do not requr re
53
trench such as but noi. limi:ed 1o tree roots, stumps, abandoned ccicrete s:ru.c-
t ures, and dcbr i s of all :.,,9es shall bc removed by the iontractor at hjs cwn
expensci wj thoul add;,io1a c3.npen5ation i.cn: the owne.. ihe Ergi.eer !vill. ;'
requested by thc Co.,t.3cio., nake changes ia aliEnment to avoid r"3;o' obstrLrc:'cis
if such aiiqnrnr-.1 cha.:e: :a- 5e inade xj tholri adversely aiiectin,: :ne i ntended
functioninq ci the iaciir'-.'. ire :ontracto. s.all pa\ all addl'!ic'al costs tc
the C i :y rr:.;u l t i nc i'.om :,.tc: 3l i;nmeni cl.ianges.
ielc-, i.tarden arcas, cr ct.rer areas on whjch topsoil exjsts, the iopsoi. sr6l
d. Trenche:. Trench excavation shall be to liae and Erade as
firsr De removed for a cjep:h cf l2 inches for the iull widtn of tne :''ench tc:e
excavared. This lopsoil sl-a1l 5e stockpiled to one side o1'rhe riri -., oc n./
and nor: mixed with lhe reiiiaiii ig excavated material. Ihe topsoil shall be
repiaced in the top I foot c,i the backfiiled trench. Minimum finisned deoth c:'
topsoi I over all trenche. slrall be l0 'inches.
establ isheC by corrventioial c.act;ce or as order-ed by the Engineer. ihe b3:ioi1
width of the trench shall rot be iess than twelve (12) inches or irlore iha. iweniy-
four (24) inches wider than the cutside diameter of the pipe to be laid. The
trench shall be adequate;7 aird properly timbered or shor'ed, The Coatracioi
shall be responsible for lNe adequacy of al1 shoring, sheeting, and bracir_c.
Where the bottcm of the rrench eicounterl solid rock, cement gravels, stones or
boulders, excavaticn shall extend to four (r) inches below line of pipe bell anC
then be backfilled and taiiioed with approved sand or earth to form a cradle fcr
the pipe. Except where rock, 5ou1ders, stones, or cemented gravels occur,
trench excavation shalt first be made to a plane one (1) inch above the finisheci
grade. The final or finished excavation including bell holes shall be made _iustahead of pipe laying. A1i irreguiarities in the trench bottom shall be renroved
by appropriate excavation or backfii1. Eeil holes shall be excavated for bell
and spigot pipe of suf f ic'ient dimensions to permit pi pe laying to work freely
and to positively avoid -re bell carrying any weight or ioading sti-esses and scthat the pipe sha11 have a firm bearing of not less than three-fourti"s (3..14)
of the iength of the barr-e1. Irenches shall be kept fi-ee of water uiti1 the
pipe 'i s laid, joints cornpleted and thereafter until jointing material is adeOuar:e1y
e. Location of Ex.avated Materials.Dur i ng trench excavatior.,
obstructCont ractor shal l locate
a traveled roadway or si
streets anC roadways sna
-.ne excavated rnaterial so it wi 1l not completeiv.ee:. Unless otherwise approved by the Engineer-,i ce kept open to at leasl one-\^iay rraffic,
t, Removai of |.Jaier. The Contractor shall orovide and maii:ai1
of al I wa: er
prepareC
backf i !l a'-
the watei- ir
amp 1e means and devices wj -,- whi ch to prompt ly remove and d; sposeentering the trench exca./a:ror during the time the trench is beingfor the pipe laying, durir-,: -he laying of the pipe, and until thethe pipe zone has been coa:. e..ed. The Conrractor shall dispose ofa sui table rn3nner wi thcu- :";age to adjacent property.
jointinc rnateri al
Initial 8a.:".;r i l.After the pipe lencths have been joirr'.ed arcl
set to the Engineer's approval for backfilling,as D;'oper v
54
c. Removai 9f icoscil. in 3ll cases whe'-e trenches cross c;l:ivalec
I
the bell hcle: arrc sides oi the pipe shall ce ca'efully lracklillec a,^.
thorouEnly compaticd wi:h approved tampers, suppl emented by "walki:: :"rt 6aj
with appr-ci,ed back,-i1i Taterial ci sand or earlh in layers not to ex.eed six'5
inches in thicknr.ss, The initial )ackfill shall be co.i inr-ied in'3yers oi i.ro'!
to eyceco '.,v l/,) inches ir thic.ness untii lhe bac(litr i 'w,:i'.":'-) ;.;hs5
aboVe the ',op of the pipe usinq aporc','eci backfill mate-ial c: sarc c'ea.:i.
Under no conditions wr'1l puddling oe pernri tted for thi: jritial ba.'ii!.
f i lled rvith the ,nJteriaT excavated prcvided .ocks and oiher del ete.io-r: n3-.eiial
if present in the excavated material are removed. Material conteiring :r-osi
shall not be used ior backfili, The firsr one (1)fcot of backfiii ;oove ihe'initial beckiill shall be gi',,en care:ul attention es -ro cc,ncosi'ric-. -ie errtire
backfill is to be puddled or fiimly compacted as hereinafter stiDula:ec o. by
other methocis i i approvecj by rhe Engineer.
n, Trench Baci(fill. Af:er i.itial backfill rrenc.e= :ri, :.- r;r;--
i. Puddling. Ali trench backfill for this project shall 5e puddled
ln All t rench backfi I 1 requiring sur face Repai r
except where surface Repair Type I js designated on the Plans and acioss:he
Interstate Highway zone, Puddl ing shall be accompl i shed oy first )aci.ailling
the trench grade cf tie travel way, then water shall be added to:he:rench
for jts entire lergt,r until rt is evident that the backf i.1 I maieri;.1 i s.-.:.sl,rrated
wi th water. Adcii'.ional backfi ll riaterial is to be added to the trench to
compensate for rhe seitlenent incur,-eC by the puddJing in such an a:"'rou il i 3c as
to bring the final cackfill inateri al to w'i thin twelve (12) inches of the
finished surface cf the travel way. The excess excavated material remaining
alongside the trench is to be removed from the public !-jght of way ancl disposed
of by the Contractcr, The r-emaininc rwelve (12) inches of the unfiiled trench
is to be backfilled in accordance with street surface repair as herei naf '.er
spec'i fied or with topsoi I material r,ihere street surface repair is not required.
l"1ec ha n i ca 1 Tam
TyPe 1 as designated on the plans and trenches across the Interstate Highway
ane shail be compacted by mechanical tamping in accordance with Se'ction 21) cf
the Standard Specifications for Highway Corstruction of the State of Idaho
Highway Cepartment, 1951 Edition. Compaction of backfi ll done by rnechanical
tamping shall be dcne in layers of not exceeding six (6) inch thtcknesses b/
successively placjng and compacting approved backfill mater.i al to a Doinrtwelve (12) inches below the existing street qrade or to the unde.side of thefirst baliast ccurse whichever is lowest. Sufficient water must be added as
needed to acguire tne soecified degree of compaction. The r-emaininc portion ofthe trench 'i s :o be completed in accordance with the appropriate surface repair
r equ i r enen t s .
excavat ioil
Contractor
anc backfi I 1
at I oca t'i ons
opera t ions
a pproved by
sha I l
the
k. Excess Excavared llaterial.All excess excavated material: from
be hauled and di sposed.of 5'y the
Engi neer.
o:e Det.^aid, an no cracked,
2. Sewer Pioe.
6. Pre araiion of Sewer Pi e. All pipe and fittings sha l
broken, or defec t i ve pipe
careful ly
fittingsinspectede
be
or
55
shall be used irr lhc wcrk. The
wa::hed, and t horouqh ly scrubbed
materiai.
b. landl
c. Line and GraCe.
establ i shed by the E ng r neer,
ends of the pi oe shal I be cleaned
./nerc ieco5 sa r y -o re:_D': C _' c.
wi t h a
oir'rer
!_!:l-.
0-el:_
Ixtreme care sha]i be erercised to insure thet ,he inside su.'aces
of the bell are smooth and fr-ee from any projecijons urhi-i: would r'rtei-f erc wilr
the assembly or watertightness oa the joini,
!g_a Froper irnplements, iools, and lac-i li.ies shal 9e
providei and used by the Cor,traclor for the safe and proper prciec'ior-,
woi-k. Pipe shall be handled ir such a manner as tc avrid damage to the
ends. When such damaged pipe cannot be repaired to the satisfaction of
Engineer, it shall rrot be used in the wcrk. The pipe shall be carefull
into thc trench to prcvent dai,rage to the pipe. Under no circunstances
pi pe be Cropoed or dumped i'Tto trenches. Foreign malter ai'rd ci.: sl.al I
removed from the jnside cf pipe before it is lowered 'into the ti-ench, ani
shail be kept clean by approved neans d-iring and after laying,
or tne
mrch i nec
the
y 1 ower ed
sha 1 I
be
Max i mur,r devi at ion
sha I I be J,'6-r nch.
from true l ine or g.ade, as
lleasurement
T0P 0F ?1PE--because
for Erade shall be taken
of permissible variation
i nver t - -NoT A- THE
thi ckness.
at
in
the
Pi Pe
P] PC
Grade shall be established from batterboards set in the trench at
maximum 50-foot intervals. A mr'n'i mum of three sets of batterbcards with stringline sha11 be maintained ahead cf the pi pe laying at all times.
ma ki ng th
installation jnstructions prcvided by t
shal I be applied to the I ine to assure
tamping fi 1l material under and alongsi
of the day,s work, the end oi the last
as may be required to preven: creep and
entrance of di.t, vermin, or debr-is .i nt
Sufficient pressure shal I be applied in
nt is home as defined in the standarci
he pipe manufacturer. Sufiicient restraini
that joints, once home, are held so by
de the pipe or otherwise. -At the end
pipe shal I be blocked in such a manner
shal I be t'ightly plugged to prevent
o the pi pe.
Test specimens 'l n the alTlounis set forih
shall be fu'nished the 0wner at no c5a!-qe.
Specimens 1=or absorptjon and streno:hin accordance with lhe appr jcable ASrM
anufacLurer,s yard or at the point ofi be performed ai the Contractorrs expense
i ons oi' aDpli cable ASTM Stardards shar l
egard to the number of iests made, the
ection or acceptance of pipe. The 0wner
i ng agency, and the Engi neerr s eval uat ion
f inal.
d. Concrete Pi
e jornt to assure I
e.ointin
hat the joi
e. Tests and Inspect ion.
(r) Tesr S ec I n'len: .
i n the a ppl -;cab le STM Specifjcat:cns
(2) Pi pe Inspeclion.tests wi ll
Specificat
delivery t
on the spe
a ppl y, exc
evaluation
reserves tof the res
le selec',ed bv the E-gineerjons from pipe ir. tie Dipe m
o ihe Cont ractor. -ests wil
,-,nens selecreo. l.e provis
cp'- 3S nodifieo -.e:ejn, in r.: Or Such 'rcjts, a-.d the rej
he right to approve the test
u I ts of such tests shal I be
56
!
di,al iield . (: i- iilca:)l:(l) Incir
lcsi speci iied in the a:r'i.abie
f. Hydro>iat i c
S i i'i S pec i r ca t i ons,
ts, in addi tion :c ihe-TFe 0wner may r-equl r-e
field perncabi liiy ies.s c: a naximun 6; 2 per cent oa each 1ot, c1ass, or s;ze
oa pi pL., in accordance ,.;'--- :he fol lowincl prccedure: lhe section of the pipe to
be tested shall be piace: ,,r':: eitner end down on a icei'rge rubber ma'. oi
orher base ,lhicr wj il re--'-- : reasonably waiertight erclosure ai '!he oc', to.r'l
oi the pipe. The :cciioi- c'l'ce shall tlrcn bc iilied wjth warer tc ire tcp,
Ary sect ior, of pipe ii- wr,;- actual ncvEment of waiei through the walis ca:i
be del.ected aiter 1l ni-;:ss -ay be relecied. Damp spots on the ruls;de c'-
the wall which appear du. -c:.ese tests shall 'rot be cause i'or re_jec.io.
unle:: actual movcmenl- cf lJater through the pipe wal I can be detected. iccep-
tance or rejection shall be in accordance with Item 21 -6 of qSTM a l4--i-.
ex.epr thal, if over 20 per- cenl of the oroup represented by the saTDles :estej
feil: tc oass, then the en:ire rroup represented by the sanples tes:eC s'3 ll be
rej ec: ed.
. es-.s ior- 6rav ity Fi cw Sewer Pipe,
(l) ini'. jai -esr of Pipe Layjng Crews.
2) Addiiional Test i n The remaining portion cf the sewer
d the infi itration or exfi ltration
A hydro:ratjc *.est
sha I j be conducted cn the 1-1rst section ot' sevrer p'i pe installed by any pipe
layinc crew or chance o pe.sonnel in the crew in order to establish tnai -.ne
p'i peljne materiai is capable of preventinq infiitration and that the lines are
being installed so as tc insure that irfiltration of ground water wjll nct be
greaier than the amount set forth herein. The pipe lay'i ng crew shall consrst
cf those n]en actually involveC in preparirg the pipe base. oreparinq ar-,d laying
the pipe, anC backfillinc the pipe thi-oughout the pi pe zcne. The sect ior, oi
pipeline to be tested shall be at least 300 feet in lerrgth and no greater than
!00 feet in length. In the e\ent the test ind'icates the amount of infiltration
or exfi liration exceeds the anount here'i nal'ter set forth, the defecti ve
matelial or workmanshi o shall be corrected in a manner appr-oved by the Enqineer
and the test rerun untiI the leakage is within the amount specified.
pi pes shali be teste
arounl s hereinafter
pa y en t .
not excee
tydrostat' :
set rcith before the pipeline i s accepted fc' ijral
resl for Leakaqe Allowarce'
(1) 3as'c iequirement' PjPe and jcints shal I sustai. a
maximurn limit oT-.5 lpFlE;-ni,!-Tfret er per 100 feet when field-lest
infiltratjon or exfiltr-etion testing method, excePt an ailowance of an
10 per cent of gailonage :i.rail be p!rmi:teo 'or each additionai 2 fee''
over a basic 2-ioot minimum iniernai head' lead shall 6u m635ursi fron
cto'n ol the upper end cf lhe oipe section being tested'
ed by an
additicnal
.f hea d
''e
f xf iitratioa :es
head for test c!'3oses shall exce
is will be requireC by the Enginee:-'
ed the maximum estimated
ihe
ground
io ca se
'pipe
hydrostatic
the sec*-io^ terng tested bY at
rhan 2{ inches above the crown
least l2 inches and in
of "he
highest sectic'owatei-
sha I l
level itr
be less
in the test section.
5/
(2) I dla-::in
(3) Allowance for Absor-oiion.
Leakaqe up io ?5 p?r ccnt r'n excess c' -'rt'
aoovc limit: will be appro/ed in any tested section, prot,ided the exces-. rs
offset by leakaclc oloaiureme.l s in adjacenl secl r'on-c such i ha1, j.he combi^eC
l.j3kaqcs are wiihiri thrr amour,t allowable lor ',i]e comJined sections. oro',: c:.j
all vj.ible leaLs ciher. :ien 5eaCs or da:np eDoi -< on lhe pi pe- sr'rall be :96:ired.
and orD\/ldecl seiti915 D1rrdu6i1; ie-cs ',hair the aiiowable lealage i'ia; 3e -aed
lo balance cther sc(:t jo:'rs oriy to ihe exr,ent lhat the ccmbi ned leaL":e's w:thin
the allowable limi'Ls. ihe m:rii,rurn length o'- qrav'i'"v l'low sewer- pipe w*':..
shall be used when compuL inq balance is i,!00 ljnear feet.
pi pe ray be f i I le up tc 2 h:urs pricr lo tine
At the Contractcr's ca::J-.
cf exfiltralion'e<:i.c -o
take pl ace.pern,; I nli-ainl absorpt ion i nto the pi pe ,Ja I 1 s to
included
leakaEe.
for- each
All late"al
in ccmpur'.c
i nver'- s.,a; i
b-a-cnes
aliL-wa5le
be ::,ieAn allowance of C.2 gph per ioot of head above
manhole included in a test section.
(4) Inclusion of Laterals and l,lanholes,
in the test section shal1 be taL e:1 lntO account
h. r-lydrosta: i c Ie;tjng Pr-oceCure.
(l ) PiugSing of Wyes, Tees, o- Stubs. A11 wyes, :ees, c-
gilrls Eq!tPI|qr!and Procedure. ihe Contracio. shal I
stubs shall be plugged wi'.h f I ei i b I s-j o i n: ed capi o. acceptable alterna'-e.
securely fastened to wi lhstand the internal test pressure. Such pir.rgs or caps
shail be readily removable, and their removal shall provide a socke: sur:ablefor making a flexib)e-jointeC lateral connection or extension.
()\ r
furnjsh all necessary ieaii@se, temporary pipirg.
approved pipe p1ugs, tark trucks, and flow .neasurement facilities, a.d shall
perform the tests in a manner satisfactory to the EnEineer. Any arranqement of
testing equipment which will provi de readily observable and reasonably-accurate
measurenents of leakage under the specified conditions will be perrnit:eC.
(3) T'irne o1'Testin -l'est i nq sha I I be performed at
hat the .-n;i neer may elect; and the : nq I nee I
his opinion,may require retestinc atter backf ill'i no has been completed when, in
the backfiiling operat-icr nay have damaled the pipe in any way.
durinq th
amount qrearer th
e constructio: D:oces s t
(;) Su:sequenr Failure. infiltration of qround w;:e- r- an
fied, fcilori.g a successful tesi as =ps;i ied
3bove, shall be con:iCer-ed as evidence that rhe o-iginal test was 'in e.:ci- or
ihat subsequent fai lL:re of ihe pipeline has occurred. The Ccntractor- w,'l be
required to c,)rrect such failure should jt rake place prior to oi wit"'^ : i.re
Dne-year wa r rant y perrod.
an i€ret n speci
Thru:: 3rocking and Closure Col lars.
poured against und::urreC ear,,h. No concre te sha i 1
Sui tab le forms
bea r -i ng surfaces
The thrtJst blocis s\a lbe
be pcured unt j 1 a1l r.,,ater
shal i be cons..r-,cred to
against undjsiu-ced ear t h,
has been removed f:.cr :he exca.rat'ion,
obtain shapes ihai ri li p:evide Fu11
5E
a! indi(alccl o,, lhr. pla-.. :he 'h.,rlst
hydrosLat ic tests arc conducted. Care
or'cre;{cavalc j n the drea. wt-e:-e thrust
b I ocks
shall
b locks
b! I, a keil
are to
sl.rall be cured j cia;s :e'c.e
dur i ng excava: ;tr- 'ra: to
Bcfore :he ciosui'e col lars are poured, the p jpe :i:a1i be ,.r3sf,ed !o
remove 3il locse maierial a:c scil frcm the suriace on w:-l ::. :he c:^:-e'e,.1:11
be pcrred. The enrire coll:" shali be rnade in one pour, e,.d cai-e s^e'l 5e
exercised to preve,.rt concre',e f rcri enter-i irg the -'ioint. -l-5e collars s-a' le
cured / days 5y keeping the surface wet, Closure ccllar-s shall be -.r:e. r-lv
wfren a pproveC by :he Erli-.ecr.
N. Mea surement and Payneni.
l. Excavat'ion and Backfill. The work and material requirec !-:e- i^is
item are lo be included jn the price per ljnear foot for the various s: -es and
types of sewer pipe in place. This shall includ: any cosls for specrai :i:e
De.l,ling, mechanical tainoiiq Sackfi 1 I , and any oiher special i:ems oi exc:\3-
tion and backfi ll.
2. Sewer Pioe.
unl't
for
t he
foo t
The
the
p,:i-e-et ToriFi n
the various lypes a
plans or as di recte
basis oi the actua
pi pe wi I I be neasur
P;pe.
Payrrent for sewer pjpe in place will be based !?.- :1e
the Coniracto!-rs PrJposal - Schedule cf Items a'rd i.rces
nd sizes of pipe required and instai 1ed, as showr c:
d by the Engineer. Pa/:neirt for pipe will be o. a lineal
I num:er cf feet instal led, as measured by the Enqineer.
ed f.om center to center of the ma;rholes or to the end cf
The unit pr,rce per lineal foot shall be considered as full payment for
the pipe in p1ace, including excavation, backfjl1, street surface repair-,
1356., equi pment, material, testing, and all cther items required to cive 3
job and not paid for under a separate bid item.
coinplete
53
iec t icn 1.03, MArl'ror :l
A. i cope. Thi: i
precast ma nno I es;
to existinc rani'ol
ard ba:(fjil :sq;'
Jlreaa:.t scJ'-:c:s,
covei-s; dus. oans l<,xistin3 ser4ale ,l
:en'ecivdes the ,rorl. -ecessary fcr the;o-s'truci,c'o- :he
:.e plu:lqin_c of exislirq manhole coineat:o-s, ard co--e.'.'o11s
es, inclucJing but not limired to the add'',.oral ex;a,a:ic-.ed; conc.ete and fo-.rs: iur-:,isiri'1g a-ci p aci,':c c:^c-e:e
co-crete :Or,eS, Oipe. a"d ti,-tir:s: caS' :'r'o:- f ia-e: e' j
pipe plugs ai,cj blocki.E: dewar-ering ar.c d versr.,.- :j
ows-: ard dll appurte ra.aes,
iirc Contractor nal, aa hls op:ioi, use p)Lrred-in-p1ace iype n:r"ole:. :':..,dedair C:tai l:- of co'rslr-:c^.to. are appr-cved b;1 tlre !.:i.eer.
B. tia'- e[ ia i s.
l. Concrete. Co:'rc,-ete useci in t e coqstruction of the nanhcle
aad c t 6E7-ii7i?6E s :p.::, f i ed shal I be so proport'ioned ar c rixed as
a 2,10A psj compres:ion iesi after ?3 oays. There shall be a minlnur
sacxs of cenen,. ,e. cubic yard of coila:eie. Water shali be prcl,ided
Contractor.
o' ;
3V ::,e
grade sha I 1 be rnaicied
Eng i nee r .
iorms for manhole ba ses and part;or.'ts oi
boards, piywocd, cr cther form materi al
iCTi;,]S.strucii,i-es below
appro! ec 5y :ne
shali be min;murn 48-inch diimetei ieiniorced concrete pi pe, Class il, coxiorrning
to ASTI'1 C 75-57i, with the added !'equirenent that the reirrforcement shall be
iircular and not elliptical. Pipe shall have a minimum wal I th'i ckness of
4; inches. Cones shail :e ':oncentric wi:h wal I thick:ess and reinforcerren:
s'imilar to that of manhcle pjpe sections. The tops and bortoms of cores shall
be para11e1.
3. Mortar !rout. The joints for lhe precast concrete manhol es 5ha11 be
maCe wiTE-JE,Git--i5iJI7 or g'out consistinc of one part ce,-lent to l'I4o parts of
clean, weil-grared sand which vrill pass a l."E-inch s.ree'l, Ad,rnixtures mav be
useC nct exceedi".c :ne fol lowing per-certages by volume of cenent: avd"aled
line. 5 D3r centi diatonaceous e3rth or o:her inert mate.'i a1s, l0 pe- ce"t.
The consistency of iie no!-:a,- shall be such that it will aChere read'i 'v to the
pipe. tio mcriai' :.al' be J-(ed wheil its 'iqredients haue :'een mixec i-c' a oe'iod
:.ea ter than J0 :,-r':.,:es.
Z. Precast f'lanhole Sections. Precast concrete sec', ions ror m6-'':oles
4. Ma,rhole Extensioi:s. -Ihe Precast concrete qrade rjngs used De"v/een
the tot oT the co.,e end il'e base ci the manhcle ring shai i have a irii":-u"
thjckress of I inche: ard shall be of standarC construction, The ':::s
snal l be approVec bv ihe Enqineer Sefore beinq instal led.
In general, na^hoie exte'lsjons havjng a ninim-rm heiorih of
a raximum heiqhth o;8 irches will be used on all manholes exceP:
fields and on very snaliow manholes or in othei locatl'ons where a
change in existinc grade rnay be unl ikely.
6 i ac.es ard
i- c!l:ivated
SUJ S eqlJ e l.:
60
l
l.lanholc i'amc: a 6 L.o,,ers. A1i
lhc .r r.'lhr pla..
t.. Wor^na:rship,
I . Conclete 33-ie. ihe co.,cre'.e ba:.e f or :ire Dr,:casl mait-c1€- :.6
ccrstructed so tr.e ,-jrr1 sect:o" of the D-ecast ma;:ole
'rhrouEhout thc "ull '- i'c]mie:e"ce cf iL: na^hole i.Jall,
:;hall :e depcsi ted on the con.i-eie base -Lo provjde a watertiqhl se:l "e:wee:the Dase ar,d the nanh:ie wai I .
l lac i n Precast l.ianhole Sectioils. -ih" ioints for the Drecasr :Dnciete
j. Manhole Invert. -ihe inverl oi tne ,ranhole shaj 1 be coilst!'-r.-ed i-
!. 191ote Rings and Covers. The cast iron manhole 'i -!s a:C covet's
6. Laie.3l !onaections. Stub p oe sec:ions from manhole. rl.3ll :e olaced
raanho lc t r ar'ie s a.rd
or a pDro\ ed :qua I .
.:r!t-: ::'a ie a:
and \nape ict a'i l. rj :n
cest !19- dlr:.i p:n.
in the manl.c le wa,ls as indjca:ed on the plans. i'4aximum length sr.all be 3
rarholes slrall 5e naC.: of ce:nen: mcrlar cc-,:r:ting of ore pa!-t ce;terr :a:wo
pa!-i s iand. The walls shall be construcled :rue to iine and qrade. as esiab-
iisrred by ih: Engineer. l'lorlar shall be placed on lhe ,lroove oi:he o4er
S.:(t ion ol prpe prio' :c:iacinE :he n:-'yt -e,:io1 3r p:pe. l"e e-- .e joi::
shall oe conpleteiy 1-illed wirh inrrtar a.,d troweled to a srnoolh fiirs:.
conlormance with details :nowr: on the plans. The manh,rle inve-t sirali b:o-vicje
a smooth flow-throuch characieristic. l'l o sra-p edles or roulh sec:1o-3 which
will tend to c5struct ihe iiow of sewage wili be permi1196. |.,/here a rull
section of sewer pipe is laid through the manhole, the top shail be broken
out as indicated on the plans and the exoosed edge of +-he pipe shall be
completely covered with mortar. All ce,nent mcrtar used in the corst i-uc', jor of
the 'invert shall be trow.:led smooth.
shall be installed or the acps of the manholes so as to posjtively pre\,ent
any infiltration o1' suriace or ground water intc the manholes. The manhole
rings shail be set so the tops of the covers are just f ;usi-, with the. s!;; ;ac:
of the adjoininq pave:nena o;- grounci surface u:1less o:herwi se shown on the plans
or directed by the ing:neer.
5. Nanhole Exiension. The extensicni, shaII be built as shor^/i o. i:'re
s pec i aTEt-iTT!-767-m-EiI6TEf on the plans E.o to a heiqht as deterrninec bv the
irqi:1eer. Extensio;:s sirall be added or ner",oles in ex'i stinc st-ieeis anC Crive-
yra\,: and where othe:wise di.ecled by ihe [^:ireer. A]l .ings shall be laid
straight ancj true. Ihe no.:ar o!- gr-out s5all be of the same malerra' as r.at
used in Sectior': 3.03-8, 3 ":reinbefore. Maierials used shall be of the higlrest
quality and equai tc s;.'rl i.i ,nalerials speci::ed ir olher sectjo.s.
feet outsidr rne -rarhole \^/ai l. Pipe section" shall be grouted il.:o precast
walls in sr.rc,i a r,Enner as to provide a wat-ertight seal between the manlicle wall
and the Dipe sectron. inveri chanrels wi:5in the manhole shall be co:s:ri.rcled
in accordance wi tf, the iyDical delails shor.l. on the pla:rs. Plugging of Jell
ends oi stub se.tions shall be as specitied hei-einafter.
6.1"
l. Plurs.i'ermane!'r: oli,j!s
at:d capar.'e cf
I
shall tre naCe of con.. et c for ins'-:lia-.:c-
h,i thsiandinq inter.al o" cxler.al p-ess.J-er.r i th rubbe:r 1asL,'t
wi ihout lcai..d!e,
over ex r,i1 j nq scwer
?. i.lanhoir crcr Sxis'.i:lerver. ai-c i:oi-r:i-ac -o
; '-:e oca'. io:: ird:cat ed
' : i- , _ :- l _,: : r-
I t-rc!
shali or or jde all diver:,io. ia:ilitie: a-'d preriorm all !^,ort i,ccesiai\ i.- :'ie -.. .
sewa3c !-low ir: the exist;.c :ewers ciur:ng cor:lectio^ to a,d revi-sio- o
exi::ing pipeliae in ihe new rarhcles. Car-e nusi be e.rerc j -sed :o '--.;.ea f irix an.: adequa*.e base ,.ha! is water:ight uncjer '.he iew nanircl e, -.c Jaw--
:, lrcarn side or Lhe existinl :ewer is i-o De piucged with concrete aiter ::te '..iv
lra5 p3sx diver-teC i nto the 5ew pjoelire.
C. ti ea ju r einei. t 6nd Payment.
Standard Manhole:,, )a yme;rt ior standard manhcies will incl.,de :r.,-
menl foi all work necessar,,, :c construct the manholes cf the type direc:ec c',
the En..tineer. Payment for xe:rholes will be based on the price siated :n --r.e
Contractor's Proposal 1'or ria:nol es. No change wi1i be made from the ma.:ra e
price reqardless of depth. rayment will include compensation for seci;o.s o'
plugged pipe stuL'becj out f.3- certa'in nanholes, as s'town cn the plans, -o.
connec:r'on io ;r,ture ;erve. cr:ensionS.
r,2
I
I
Se.: tion j.0L. !L}{l,? lEa!1ia. a0Nfi:ilClis
B. r4aierral.
A. 5;opc-. 1' : ircr inciudes il.e work and materr'als ne.essai y
alE-Fr-itlt, ;e... ir.e cornectionc. i^cludinq the l'8 be^d sec,- jor:
t he nra in ;er.re
i rr. olai s,
,.o r]a.e i 1e 4"
:f p;pe. 'o
de'a. I ed o.
a-c 1,8 5end shali be oi .oi:rei:,:oi-ceC cc:crete
i*-i7 ard shal 1 bc r,:r-:ri shed wi th rubber gasketl! 'Pesewei' Prpc:c.
tvpe -ioi nts.
pi pt st!b.
pipe at locatiols C;:-eci,ed by the Enq;.eei- ard as
ne
aa .rl: )a
witi: ce,reri nrl. i.ar consistin3 ol or:e parl cement t,o tw3 paris oi clean, well-
gradec :and whicn will pass a 1.13- jnch screen. Admixtur-es m:y be used rot
exceedin3 ihe follow:nq perce.i-af,es by volurne of cenent: hydrated lime, ! per
cent: diat,:naceous earth or other ineri naterials, 10 pe' aent, ihe consisreacy
of the mortai shal I be such that j., wil I ad:rere readi 1y to the p;pe. No
mor-tar shall be used when its irEredients have been mixed i'or a per-iod grealer
thar l0 rqi.,r.'-e:.
:. v.ortar. Tne joints ic. :4e precast concrele nariroles sha!l 5e made
cast-in-p ace ,!-, arl
pl oe. care r*st be
The tap into the r,ain sewer pipe may be field tapped or
the main sevrer pjpe is manufactured. In tapping the sewer
taken n3t to damage the pi pe beyond the limits of the tap.
can norma
specifica
specific spot.
The iilstarra*.;on of the conc!-ete sewe: service pipeline as shOwn On the detai I
plans is tc be dcne under Section 3.A2 of these special specifications,
The iocatior.
space oi ten
the servi ce
Eackfi i I shall nct be
to the exac::oca'!ion
records.
of sewer servi ce connections:eet along the pipe but when
connection will be made at a
1y be vari ed wi thi n a I i near
iy directed by the Engineer,
The Co'ltrac:or- rs caut'i oned to use extreine care in backfilling around the
sewer servjce connection to assure a watertight joint when complete. fhe
se:vice connection and its se,v:- sei-vi ce pipe exLension shall be included
the "rvir-csta:i. iest of the mai- sewer- pipe.
S CWET
in
done unii: --1e Engineer has
oi ea:r se:r i ce connect ion
made fi eld measurenents as
for filinE with the Owne!-rs
D. M ea ! u:- e'ne. t aiC fcr at t he
directed
ma t er ia'
Parrr,er'.. le*er service connect jons wil1 be paid
bici pe
by the Engi neer.
speci fi ed he'ei r,
r eacn size o'
Paynent shal I
and reqri red i-
ccr.rection required and installed as
':clude compersation for al I work and
3' a compl ete instaliatior.
Lj3
C. vlorkmansr ip.
Se --;c: ,:-l!. SiREET SURFACT R[:AIR
cr:,- l e-i1 ssphal'- paverieni pcrtior cI trc rrenches
1-ra+, ma', iiave been damageC di rect 1y or indi rect ly by
i;.ic:rtai to thjs projeci, The wcrk shalr be dcne
3,-ew;i;; .or Sur-f:ce Rep:ir as inciudec ':e.e; r.
A. !ccpc. Th'j s jtem includes lhe wori. ard ri'raterial
B. r1a..ci-:3i!. Ali nratcrjals
ne(tesSary to reDli;e ihe
and adlaceni :ie"ej ,.!a\s
anv or ine opgra: io. s
i:- a,:cc"iarce k: l:3-6arC
port io," o; -,'e
accompl i si"ed ::r
for the \a-icus types of surFace repai'-;s11ed
fo: le.eii shdl: neet the requirements ol' --he Standard Spec;:icatic-: :c.
i-1i;nway ,loastruc: jon of the State of lda.o Department of l-liohways, l95i ad'i tjon,
C. r.{ori,nanship. All wcrkmanshi p fcr :re \6r;ous types of s:.:rface .epa: i-
calleC fcr he;e'in shall meet the requirere-ls of the StandarC Spec'i 'jca: o^s
fo- -rr'ccway Corstructjon cf :he State of ldalic Departmert of :-i;ghwa,i <. l^r1
Edition.
Atten:ion is cal led to the Ccntractcr !ha: tl"e !raVel base
surface repair of rhe tre,lch must be co.-orcjirated wirh and
conjuncticn with trench backfiil and puddling.
D, l'leasure,nent and Payment,There shail be no
the aoprooriate Bid
payrnent for tni s i te.n.j'.en ror tne type of
separa te
SchedulePaymenr shall be made under
pi pe being laid.
tr4
I
.:
3.::,. i on J.05. CliAl.l-OiiIS
A. Scope.-ake a-
Se-! : Ce
qi 16 -r-e ir:--,:ec
is-ed witF --b5e-
co-:c_cie
casie'-
rs item inciudes the work aild materials i'recessary io
i^cludir; the 1.'3 berd sectjo"s cf p De, to -f-e serre-
:e-aileC cn :l.e pla- .
8tl clean-our.
connec t i on a<
B, i'larerrai-..
i. lip:, ire arc I I cerds shall be
f -i-i- ard shall 5e fur.cc'f c.l'i r:Pj De srL,':s
ic ASil lseweT Dr ce
type jojnts,
Section 1.04 heiei nbe:crs.
C. Workmanshi o. lhe installatio.
2. Mortai-. Tne mlr:ar s:dll ,e c. the sane :Naierral as r1^a: ,sed
plans is ro be cicne unde. 5e,:t:c:
descli bed be low.
clean-out as showa on the de:ai j
these general spe:;':cai-io-s ar,d as
oF the
Close tolerance with plarrs and specifrcations, and with inspectior of
will be a:corded these i 1-ems. as they prcvide smal1 ciiameter-s throug-
which clearinq aaci inspectior of se,./er line m.rst be conducteC. Si.ce
error in aiignment could make either of these items virtually useless
PUrposes, great care should be exerci sed by the Contractor to insure
ai i gnnent anci pr-oper compaction to insure no settlement of structure,
ljn1 '- S.
a smal I
for thei r
r equ i red
The Contractor-
out connec t i on
caut i oned to use extreme
assure no sett lenent and
)S
to
care in backfillino arourd the clean
a watertight joint when corplete,
tsackfi I I shall ro: be
to the exact localion
D. l"tea sur ement aad Payment.
done untr i the Engineer has made field measu.el.neits as
of ea:h clean-out for filing with the Owner's records.
bid per ea:h clea,']-ort requj reC and instajled as d'i rectei by
Pa/nent shall include co,ipensat ion ior al i w:rk and mate:16'
and requireC for a :o:rpiete jnstallatjo!.
Clean-cuts will be p3id Ior at the un'i t p:i ce
t he E no i "eer.
speci 5; ed 'erei r:
65