Granite Construction Company
i
I !
I :
TUIS /AGREEMENT, made this
I '
I City of
2nd
I I'
I
CONTRACT I. : .
d'Y.f~' 19..ll., by and
: I I
I ' , herein called "Owner," aCling
I '
HUD-4238-F
(6.661
Letweell
G i 1 roy
(Corporate Name ofOwntrJ
. ,
herein lhro~gh ils
I
Mayor I
(Title of Authorized Olficial} !,
I ,
. Gra~ite Cons:ruction cotnfahy
(a corporation) ~>illl~~k~1
("J<~(h.b.JlK~>GX '
. and
STHIKE OUT
INAl'l'LICAnLE
I
TERMS I
,
I
I
of Wat90nville
)
. County ot Santa Cruz
t and Slale of
Cal ifornia
hereinafter 'called "Colltraclor."
I
I
I I
WITNESSE'1ll: That for and in consideralion oUI,e paymen 8 nd agrl."cmCnlS hereinafter mentioned, to be
Inade Rnd l~crformccJ by lhe OWNER, the CONTRACTOR: h'ercby agr es 'ith the OWNER to commence and complete
the cOtlstruttion described aslollows: '
i I
hereinaflercalledtheprojcet,forthesumof Fift six thousand ei ht hundred sixt ei ht Dollars
(5 5h J RhR ) and all extra work in connection therewith, under the te ms as staled in the General and Special Con.
ditions of the Contrael; and at his (its or their) own proper cost and e, perli;c lo Cum ish all the materials. supplies,
rnaehincry,clplipment, tools, superintcn,lcncc,labor, insurlltlcc, and 0 hJr accessories and scrvices necessary to com.
plete the said projecl in accordance with lhe conditions and prices sta cd in lhe Proposal, lhe General Conditions, Sup.
plemental Celleral 'condiliolls and Special Conditions of lhe Contrael, th plans. which include 1111 maps, plats, lolue
prints, and other drawings and prinled or wrillen explanatory matter he eo(. the specifications and contract doelllllents
. lherefor as prepared by Ro s ton Ha amo 'B i. herein enlitlcd lhe Architer.l/ElIgincer,
and as ellullleraled in Par3{;raplt 1 of tlte Supplemental General Condi ios, all o( which are made a part hereof and col.
leclively evidcnee and constitute the contract. I .
The Contrnetor hereby agrecs to commence work under lhis ojtrtlct 011 or before a date lo be E'pecified in a
written "N0tice to Proceed" of the Owner and to fully complete the rOJcct within ~ confleculive calcndar days
thereafter. :The Contractor further agrees to PRY. as liquidated dRmag s, he sum of $ 50.00 (or each consccu.
tive,calendar day thereafter as lrereillafter provided in Paragraph 19 of lltj General ~onditions.
T~e OWNER agrees lo pay the CONTRACTOR in current (Ufd~ (or lhe performance of the conlract. subject to
additions ard deduclions. liS provided in the Gefleral Conditions ollh C!>ntract. and to make payments on account
thereot as grorid~d in Paragraph 25. "Paymcn18 to Contractor, n of th G~neraJ Conditions. .
I I .. I .
.. I' .
. I .' ' I I
I i
I
I
i
. I
.
.,
II
" .'.'
t, t t
te' ,
\
IN ~VITNESS WHEltEOF, the partirs to these prc:OClltE llavc c~cculcd ,illS ,,,,,,WCllll
of which Shill he deemcd an <;Jriginal, ill the year alld day first abovc mrtioned.
i
I
(Seal) I
, ATTEST: I
I
c%tl
I y I
, \Uj COUlll": i ''',
G i 1 ro
(Owner)
By
Mayor
(Title)
(Seal)
~y
I
I
~RANITE CONSTRUCTION COMPANY-
~ (Contractor)
~,~
_b. c. Dorey, Vice President
(Title)
ost Office Box 900
atsonville California 95076
(Addreu end Zip Code)
I,
I
I
-I i
NOTE:
I
I
I
I
I
I
i
secritory of the Owner should attest. If Contractor is a c~rporation, Sl! retary should attest.
I
I
(Witness)
. I
I
I
I
i
I
I
I.
I
I
I
I
I
I
I
I
,I
(
i
I
i
I
HUD-42J8.F 1(6-661
I
, '
, GP 0 '69.380
..
,;
\
I.
':1
:]
::J
:]
:]
:1
:]. L',
:].
:J
.0
:]
:]
:J
::J
:]
BOND NO. 8060-48-06
PERFORMANCE BOND
"",,
. .
, '.:'..
KNOW.ALL MEN BY THESE PRESENTS:
That we. GRANITE CONSTRUCTION 'COMPANY,
(1'1..... of Contr.ctor)
P. O. Box 900. Watsonville. CA. 95076a California Corporation
(Corpor.tlon. P.rtenhlp, or Indlvldu.l)
h~reina(ter called "Principal" and PACIFIC INDEMNITY COMPANY
555 California Street: (Suret))
of San Francisco, . State oC California
hereinafter
.h '.. -; ".,:
called the "Surety". are held and firmly bound in~o:
CITY OF GILROY
(Owner)
, ~.I '., .' . t; .: ~
oC 253 W, Seventh Street. Gilroy. CA. 95'0.be.reinarter
(City .nd Slat.) Zu
Fifty-Six Thousand, Eight Hundred Sixty- Eight and
called "Owner", in the penal sum oC
no/IOO - -
"
\ _.,' '~'";. ~.. _ ..,' .J
'Dollars
($56,868.00 ) in lawful money oC the Uniled St~.tes, Cor the payment of which sum well and truly
to be made, we bind ourselves, our heirs, executors, administralors and sllccessor's, jOintiy and severally,
firmly by these presents. - -. . ...... ....
. . ~ ;...:.1' ;...: :
-
THE CONDITION OF THIS OBLIGATION is such t hat Whereas, the Principal entered into. a cerlain
contract wilh the Owner, dllte~ the: .2nn day oC 'Allgm::t .19..1.3... a copy of which Is
hereto altached and' made a part hereof for the construction of:
......- .... ....... -......-.--.... .. .......... ..
".~ O-::"! .-..~ : 0"1':_'.
Tennis Court Complex. Northside Park. H. U. D. Project No. Calif. OSD 475
. .! ,t .:. ~ .
"', ,'.
.. ".", .~. -I' "
~ .::Or: _", "'4 - ;. ..". . ~.1' .'.. t
NOW, THEREFORE, if the Principal shall well, truly and failhfullJ perform its duties, all the under-
takings, covenants, terms, conditions, and agreementso.f said contract daring theoriginar lerm. thereof, and
any extensions thereof which may be granted by the Owner. with or withO'Jt nolice to the Surety , and if he
shall satisfy all claims and demands incurred under suctr contract, and shall fully indemnify and save harm-
less lhe Owner Crom all costs and damages which it may suffer by reason of Cailure to do so, and shall re-
imburse and repay the Owner all outlay and expense which lhe Owner mar incur in making good any defaull,
lhen lhis obligation shall be void; otherwise to remain in full force and eefect.
.., PROVIDED, FURTHER, lhat lhe said Surety, for value received hueby stipulates and agrees that no
-J change, extension of time, alleralion or addition lo lhe terms of the contact or lo the work to be performed
thereunder or lhe specifications accompanying the same shall in any wise affect its obligation on this bond,
. .~;;;;:;,'v~_ and -it does.bereby.waive notice Of any such change. elttensiotr:-of:ttme;aAeration or addition tathe lerms:oC....
:] the conhact or to the work~r to the speCifications. . .
:J
:]
:J.
,':tlUD...238.H (11067) Pr..loul .ditlonl ..oblol.t.
. .~".,.'. :.1
.'
. ..~ ~.. ,.
....
'.'
.
" .
..
.,. .
--,,,,~,.,--,--::::,:"-,~.~,,,->_.",----.,,~,,--~~~~~---,,,,_._.,-- ,.' ,
-
:l
Cl
tl
t]
C]
- _.~-_.-
Cl
PROVIDED. f'URTHER. that no final settlement between lhe Owner and the Contractor shall abridee
the right or any beneficiary hereunder. whose claim may ~e unsatisfied.
IN WITNESS WlIEREOF. this instrument is executed in six (6) counterparts. each one or which shall
be deemd an original. this the ?nrl day of A ll~1H~t 19-13...... '
ATTEST:
..f
GRANITE CONSTRUCTION COMPANi
Prinelpe'
') S.e,.'.'"
, Assistant Secretary
By
(S
.
..
WI'n... .. '0 P,/nc/pe'
o
. . P. O. Box 900, Watsonville, CA. 95076
CAcldr....Zlp Code)
~AciFIC iNDEMNITY COMP'ANY
0,
SUNtty
ATTEST:
"
'BY' d~dJ6;i
",,_erln-F.ct
Fern Stroh, Attorney"'in-Fact'
t]
C]C
(SW"'Y) $ec,,,'.'Y
: '
(SE~ " /I, . .
'C7)~~~
L . T d' W-lln.... .. '0 Su,.'Y
aurle eas ale
555. .California Stree~
~an Francisco California 9410'4
(Addre...Zlp Cod.)
. .
tl
: .
P. O. Box 900, Watsonville, CA. 95076
'CAddro...Z1p Code)
C]
"
...,. "...t:-.
nnle of Bond must not be prior to date of Contract.
.
. .
-..- ---,.... _.,6",I,tA hnnd
STATE OF CALIFORNIA
County of .m--.....s..gJ1.t.~.mc.~.~~...__.__m__.} ss.
On this__m.~ng__...m__m.._..day oL...A\;l.g.~~__tm____m.mm 73 .
a Notary Public in and for said Co t d S . . .. 19..m___, before me, m..m____mm.yy:.~.~9.~_9.:.m~.~__m~~.~cko
un y an tate, reSIdIng therein dul co " .m__....m__m....__......m..
....m......__m__....__m..__m__...__.....__.__...__________.__~ERN STROH y mmlsslOned and sworn, personally appeared
~;:';~;~~~~~b~;h;d;;i;~~;i;~;;;~.;A;;~;~~;:;~:F~~;;ipACiFicmm:
,an t e same person whose name is subs i . . . INDEMNITY COM-
acknowledged to me that he (she) subscribed h' (I cr )bed to the WIthIn Instrument and he (she)
on behalf of PACIFIC INDEMNITY CO~~A~r own name as the Attorney-in-Fact for and
IN WITNESS WHEREOF I h h Y.
day d' ' ave ereunto set my h d d .
an year In this Certificate first above writt en. an an affixed my official seal the
~mml;;1::';~,"1_::: ;;;;,;;:~;~~~.:;;: '~;-l~r~L,,;;,,"',;if.: -_.~\, _
::: y,m,jOi'iA J '::::','-v"/() :~ .
! p~j~;::~;6,!:~;iJc,r,;{;!~~~?~';:: ~ ldf.-au4=LCLm;;:2~
a~, ri1yComrnission Expires ['.,-L:y 11, lS77l} ~ N t P b S t .....u~.~_.
..tlll!ln~:lIl!llg~l5.:lli""\i;;r.,'.';' ""L-"'Tc'Utl:! 0 ary u lic in and for an a cru~' .--.--- .....---- .m____ mm.___mu.m
Form G1DDD Rev. F (568) .. "-..-.- .M ". u___.u_____.__________.._______._____m____________ County, State of California
~ "
:]
~
:j
:j
~
~
::3,
~
"lei
j
:]
:]
:]
j
:]
I
I
:]
T-
1
BOND NO. 8060-48-06
PAYMENT BOND
KNOW ALL LIEN BY THESE PRESENTS: That we GRANITE CONSTRUCTION COMPANY
(Name of Contrac:tor)
P 0 Box 900, Watso~ville. , a 076 California Corporation
LA . ~ 5 (Corporation. Partnership. or Individual)
hereinafter called "Principal" and PACIFIC INDEMNITY COMPANY
555 California Street (Surety)
of San Francisco , State of California
hereinafter caUed the "Surety", are held and firmly. bound unto CITY OF
(Owner)
of
Gilroy, California
(Cl ty and State)
GILROY
hereinafter called "Owner", in the penal sum of Fifty-Six Th011Rand, Eight Hundred
Sixty-Eight arid no/IOO - - -
,Dollars ($ 56,868.00
payment of which sum well
executors, administrators
presents.
) in lawful money of the Uni ted States, for the
and truly to be made, we bind ourselves, our heirs,
and successors, jointly and severally. firmly by these
THE CONDITION OF TillS OBLIGATION is such that Whereas, the PrinCipal en-
tered into a certain contract wi th the Owner. dated the 2nd day of August
19~, a copy of which is hereto attached and made a part hereof for the con-
struction of:
Tennis Court Complex. Northside Park. H. U. D. Proiect No. Calif. OSD 475
NOW. THEREFORE, if the Principal shall promptly make payme~t to all persons,
firms, subcontractors, nnd corporations furnishing materials for or performing
l~bor in the prosecution of the work provided for in such contract, and any au-
thorized extension or modification thereof, inCluding all amounts due for ma-
terials, lubricants, oil, gasoline, coal and coke, repairs on machinery, equip-
ment and tools, consumed or used in connection with the construction of such
wotk. and all insurance premiums on said work, and for all Inbor, performed in
such work whether by subcontractor or otherwise, then this Obligation shall be
void: otherwise to remain in full force and effect.
PROVIDED, FURTHER, that the said surety. for value received hereby stip-
ulates and agrees that no change, extension of time. alteration or addition to
the terms of the contract or to the ~ork to be performed thereunder or the speCi-
fications accompanying the sn~e shall in any wise affect its obligation on this
bond, and it does hereby waive notice of any such change. extension of time,
alteration or addition to the terms of t~e contract or to the work or to the
specifications.
HUD-4238-1 (11.67) Previous Editions ore Obsolete
.
'.
,. ,
\
~~
PROVIDED, FURTHER, that no final settlement between the Owner and the Con-
tractor shall abridge the right of any beneficiary hereunder, whose claim may
be unsatisfied.
r=),
IN WITNESS WHE~EOF, this instrument is execrited in six (6) counterparts,
each'one of which shall be deemed an original, this the ~n~ day of Al]gl]~t
19 73 .
r=I
o
r:t
GRANITE CONSTRUCTION COMPANY
(!r.ilJ,<ipol) J
F;.. D. lVloller,'
(~EAL)
. rl,or1
11 sSlstant Secretary
Priftdpd
8>n4/~
' , ,Dorey, ce . PreSIdent
Post Office Box 900
Watoo nville. California 95076
.(Addr....Zip C..de)
_(5)
r:2
.i fA c'. . u to Priftcip 01
~
p, 0, Box 900, Watsonville, CA. 95076
(Addreu-Zip Code)
ATTEST:
., . P A CIFJC INDEMNITY COMPANY
Sur,e',
:1.
:1
:jC
(Surety) SHr.'ory~
(SEAL) '.
~/U-/~ ~~~
L . T rit~e.... .0. to Sure'y
aurIe easuale
:1
POBox 900, Watsonville. CA. 95076
(Addess-Zip Code)
By~JJt~L
Attorney-in-foe'
;Fern Stroh, Atto,rney-in-Fact
555 California Street
San Frandsco. California 94104
(Addreu-Zip Code)
:1
NOTE: Date of Bond must not be prior to date of Contract.
If Contractor is Partnership, all partners should execute bond
~
~::~yE o~.~.._~.~~:t~g~:~;.~.~.................} ss.
On this.......?n.d....m..........day of.....Aug.us.t.................. 19.7.3., before me, ...................Win.ana...J......9..~9..~~.<?.....................mm
a Notary Public in and for said County and State, residing therein duly commissioned and sworn, personally appeared......................
......................................................................r.~.BN....S.1'.RQ.ff.........m..........................................................................................................mm.................m.
known to me to be the duly authorized Attorney-in-Fact of PACIFIC INDEMNITY COM-
P ANY, and the same person whose name is subscribed to the within instrument and he (she)
acknowledged to me that he (she) subscribed his (her) own name as the Attorney-in-Fact for and
on behalf of PACIFIC INDEMNITY COMPANY.
IN WITNESS WHEREOF, I have hereunto set my hand and aflixed my official seal the
day and year in this Certificate first above writt en.
a~ ~ ~ ~ II! C~: Z f!!l ~:: j1j ~ ,. 111~, r ,l, i:!!:~:; ~:tf 15 2 ~ a~!! ~ ~j ~ ~J. ~ I j 1211 ~ ~~,
: ()FF'ICli\.L SE1\L ~
= \Nlf\JC};\!r\ J. SI\C)C(\O ~.:
i NOT~\RY" FU;3L;C. C)-,L;>URNi;\ ~
E Principal Ofi\~~ \;-1 ::./\,;:rr;\ C[;:':jc~ C~I~u_:.;1.Y ;:
: [v1yCommisslOn Expiles Mey 1:,.1/7 ~
im i s n II i I i III: Iii ~ U~iI nii II i ~,~ ~.a j, t.." j',;::,;,.c II Iii
Form G1DDD Rev. F (568)
------ '.
, (~~~:1m~mm
Notary Public in and for........S.gJJ..t.Q.....C:r.1J:Z............. County, State of California
~ PACIFIC INDEMNITY COMPANY
HOME orFICE: LOS ANGELrs, C^L1FORNI....
o iEXAS P;\CIFIC INDEM!lITY COMPANY
HOME Of FleE: DALLAS. TEXA.S
o NORTHWESTERN PACIFIC INDEMNITY COMPM.'(
HOME OFFICE: PORTLAND. OREGON
Power of Attorney
KNOW ALL MEN BY THESE PRESENTS, that the.........PA.\;U~t\;.JNP..~M_NJTX.__~Q.M?A.NX.._____.__.___.......
a corporation of the State oL..(:;;JJUgXP.t.Ct........ ....___, by authority of a resolution adopted bl its Board of
Directors at a meeting called and held on the____....8.~~:_____.....__....day oL..T~.~~.~~.?-.:.Y.__...m' 19.~..__., which said
resolution is still in full force and effect and of which the following is a true and complete copy:
"RESOLVED. that the President or any Vb,-P!csklcnt may from time to time appoint Resident Vice-Presidents. Resident
A,dstant Secretm ies and AHorneys.in-Fact to reprpsent and ael for and on bohalf of the Company. and either thE' President. or
an, Vice.President. the Board of Directors or the Executive Committee may at any time remove any such Resident Vice-President
or Resident Assistont Secretaries and Altorneys.in-Fact and revoke the power and authority given him; and be it further
"RESOLVED. that Attorneys.in.Fact may be given full power and authority to execute for and in the name and on bE'half of
the Company, any and all bonds. recognizances. contracts of Indemnity and other writings obligatory in the nature of a bond.
recognizance or conditional undertaking. and any such instrument .executed by any such Attorney.in-Fact shall be as binding
upon the Company as if signed by the President and sealed and attested by the Secretary; and be it further
"RESOLVED. that the Attorneys.in.Fael are hereby authorized 10 verify any affjdavil required 10 be attached 10 bonds. recog.
nizances or contracts of indemnity. policies of Insurance and all other wrillnqs obligatory In the nature Ihereo!."
does hereby make, constitute and appoint
FERN STROH
its true and lawful Attorney-in-Fact, with full power and authority to make, execute and deliver, for it, in its
name and in its behalf, as surety any and all bonds and undertakings of suretyship. (This
Power of Attorney supersedes' all Powers of Attorney-formerly issued to Fern Stroh)
And the execution of such bonds or undertakings, in pursuance of these presents, shan be as binding upon
the said Corporation, as fully and amply, to all intents and purposes, as if they had been duly executed and
acknowledged by the regularly elected officers of the said Corporation in their own proper persons.
IN WITNESS WHEREOF, the ..........~A-.g~;f.r~J~p~.M.~.'IX...gQM.PA.NY................_....m.....................
has caused these presents to be signed by its Vice-President and its corporate seal to be hereto affixed, duly
attested by its Assistant Secretary, this ...5th...... day of........m.......Iune................m.........A.D. 19..6_9..._..
Attest: .. ......_. !0.~~~~.~::....~.?~!?~E!l:....... ............... .m........
Assistant Secretary.
By.... ..........!._~...Y! ~..._~~.y..~::.:r:.~.~.J.~.~m..m......... ..............
Vice.Presldent.
STATE OF CALIFORNIA.
COUNTY OF LOS ANGELES
f ss.;
5th' June 69
On this..._..h._hh..........oooo...........oo....day 01............................................ ......................h............................A. D. 1900....... before me personally came
.............I.!..._.W.~....M.~.YE.~E.~L.;r.E.~..u.....u.......u.......................h..U..............u.....u....................................uu...to me known, who, being by me duly
sworn, did depose and say. Ihat he resides in the City of Los Angeles, California; thai he is the Vice.President of the.....J2.~.Gj.ftG........u.....
. ...... _ ~!.l:~. ~~.~!y... g.? ~p..~ ~y..... ............._........ ............................................ ....... ....... ..... .................. .......... h..............OO.............
the corporation described in and which executed the above Inslrume nt; thai he knows the seal 01 said corporation. Ihat the seal affixed
to the said instrument is such corporate seal; thai 1\ was so affixed by order of the Board of Directors of said corporation. and that he Signed
his name thereto by like order.
STATE or CALIfORNIA,
COUNTY OF LOS ANGELES
f ss.:
_....A.r.Jgg.n...g.~....J.~.Wp.Y.U...._..h.................................u........................
Notary Public.
My commission expires April 10, 1972
(Notarial Seal)
1, . ...........'?~~.~y. .!::.:...~.?~~~.~m............................... ...............Assistant Secretary of the ................. .......................
..P~.~.~g~.)!.l.~~.~~.~y....g.<?~P..~gY............oo......., do hereby certify that the above and foregoing is a true and
correct copy of a Power of Attorney, executed by said.....mP.Ct.GHi.~.Jng.~m~.UY....~.QmJ??:P.y__..__.........__oo.........
which is still in force and eHect.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said Company, at the City
of Los Angeles, this................2n.d..............day OLm....................m__Agg~p.t................'.......m.......A. D; 19...?~..
Form Gll10 Rev. B 30M 866
,.~~,a.:,..;t.?~S;~;~i~i~....
,. ':' '\. .-~ '",
\
\.
\"i. \ ~ ,; l
./'
~ CONTRACT DOCUMENTS Al'JD SPECIFICATIONS
I '
'-.
FOR
, .
"
TENNIS COURT COMPLEX
NORTHSBCE PARK
H.U.C. PRC-.JECT NO. CALIF. CSC 475
CITY OF GILROY, CALIFORNIA
ROYSTON, HANAMOTO, BECK & ABEY
Landscape Architects
SO Green Street
San Francisco, California 94111
(415) 397-0594
June 27, 1973
!t,
Copy No.
12-
CITY OF GILROY.
GILROY, CALIFORNIA
CONTRACT DOCUMENTS AND SPECIFICATIONS
For
NORTHS IDE PARK
SITE DEVELOPMENT
H.U.D. Project No. Calif. OSD 475
City Project No.
NORMAN B. GOODRICH
Mayor
GEORGE T. DUFFIN
Vice Mayor
****************************************************~******************
COUNCILMEN
-
BENNIS DeBELL
JOHN E. PATE
...JOHN HUGHAN
DAVID V.STOUT
ANTONY SILVA
.~*************************************************************************
FRED O. WOOD, Ci ty Manager
William E. Ayer
i
,
,
Director of Parks and Recrea~ion
Bruce M. Jacobs
City. Attorney
William K. Henry
Director of Public Works
, Suzana Stienmetz Ci ty.' Clerk
*********,* * * * * *** * * * * * * * * * * * * * * * * * * * * * ** * *** *!< * * * * * * * * * * * ** ** ** * ** * ** * * ***
.'
SPECIFICA TIONS
TABLE OF CONTENTS
Table of Contents
Project Description
Advertisement for Bids
Information for Bidders
Certifications of Bidder Regarding Equal Employment
Opportunity and Instructions
Bid Form for Bid Item Contract
Bid Bond
Contract
Performance Bond
Payment Bond
Project Signs
General Conditions
Supplemental General Conditions
Basic Wage Rates (HUD)
Special Conditions and General Requirements
TECHNICAL SPECIFICATIONS
DIVISION 1
DIVISION 2
DIVISION 3
DIVISION 4
DIVISION 5
DIVISION 6
DIVISION 7
DIVISION 8
SITE GRADING AN) EXCA VA TING
SUBGRADE PREPARATION AND BASE MATERIAL
ASPHALT CONCRETE PAVING
CONCRETE
METALS
CHAIN LINK FENCE
TENNIS COURTS
ELECTRICAL
PROJECT DESCRIPTION
The project consists of the construction of three complete tennis courts,
two handball courts with adjacent tennis practice courts, and the installa-
tion of asphalt w8Jk from the parking to the above facilities.
These facilities are located on the lower northwest corner of the 22 -acre
Northside Park in the City of Gilroy. Surrounding streets are Church
Street to the east, Ramond Street to the north (presently under construction),
Hanna Street to the southwest and WeIand Street to the southeast.
This park is currently under construction, under our supervision, and is
60% complete.
.
U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
HUD.4238.A
(5-66)
ADVERTISEMENT FOR BIDS
Project No. Calif. OSD 475
City of Gilroy, California
(Owner)
Separate sealed bids for Northside Park Tennis Court Complex
the City of Gilroy
the City Clerk
for
will be received by
at the office of
the City Clerk - 7390 Rosanna Street, Gilroy, California
until~o'clock(~,_S.T._~} .July 12,
office publicly opened and read aloud.
, 191.3., and then at said
The Information for Bidders, Form of Bid, Form of Contract, Plans, Specifications, and Forms of Bid Bond,
. Performance and Payment Bond, and other contract documents may be examined at the following:
Department of Parks and Recreation, City of Gilroy, California
City Hall, 7390 Rosanna Street
Gilroy, California
P. O. Box 66
Copies may be obtained at the office of Parks and Recreation
located at
City Hall, Gilroy
~kEt~
upOn payment of $ 5. 00 for each set.
. ~x:~mkJt!'JKmdb0tx~
~~KNJt~ NON -REF1TNDABLE.
The owner reserves the right to waive any informalities or to reject any or all bids.
-
Each bidder must deposit with his bid, security in the amount, form and subject to the conditions provided in
the Information for Bidders.
Attention of bidders is particularly called to the requirements as to conditions of employment to be observed
and minimum wage rates to be paid under the contract.
No bidder may withdraw his bid within 30 days after the actual date of the opening thereof.
(Date)
SUZANA STIENMETZ
City Cler~ City of Gilroy
GPO 869-156
(.
- <<'
'U
f
-i
I
l
c
,.
I
.
. .
"
HUD-4238-A
(Page 2)
,
f.DVERTISEH~':NT FOR BInS
. ,
Pursuant to Executive Order 11246, as amended, on Equal Employment
Opportunity, a prime contractor and sub-contractor who signs a
contract on a Federally assisted construction project are required
to take affirmative action toward equal e~ployment opportunity and
are required under certain conditions to present writte~ Affirmative
Action Programs. At pre-construction conferences, the successful
bidder and his known principal sub-contractors shall be required
to present and discuss the approach to be taken by the successful
bidder and sub-contractors to implement the requirements of affirma-
tive action for equal employment and training in accordance with
Executive Order 11246, as amended.
.'
,t'
U. S. DEPARTMENT OF HOUSING AND URflAN DEVELOPMENT
INFORMATION FOR BIDDERS
'HUD-ij238-B
( 2-66)
1. Receipt and Opening of Bids
Th e City of_Gilroy
(herein called
the "Owner"), invi tes bids on the form attached hereto, all blanks of which
must be appropriately filled in. Bids will be received by the Owner at the
office of The City Clerk
until 3:00 P. M.
0' clock ~., _ST/ma: ,July 12,
, 19 .7..:L, and then at
said office publicly opened and read aloud. The envelopes containing the bids
must be sealed, addressed to the City Clerk
at City Hall, 7390 Rosanna Street
Northside Park Tennis Court Complex
and designated as Bid for
The Owner may consider informal any bid not prepared and submitted in accord-
ance with the provisions hereof and may waive any informalities or reject any
and all bids. Any bid may be withdrawn prior to the above scheduled time for
the opening of bids or authorized postponement thereof. Any bid received after
the time and date specified shall not be considered. No bidder may withdraw a
bid within 30 days after the actual date of the opening thereof.
,
Preparation of Bid
Each bid must be submitted on,the prescribed form and accompanied by Certifica-
tion by Bidder Regarding Equal Employment Opportunity, Form HUD-4238-CD-l. All
blank spaces for bid prices must be filled in, in ink or typewritten, in both
words and figures, and the foregoing Certification must be fully completed and
executed when submitted.
Each bid must be submitted in a sealed envelope bearing on the outside the name
of the bidder, his address, and the name of the project for which the bid is
submitted. If forwarded by mail, the sealed envelope containing the bid must
be enclosed in another envelope addressed as specified in the bid form.
Subcontracts
The bidder is specifically advised that any person, firm, or other party to whom
it is proposed to award a subcontract under this contract--
a.
Must be acceptable to the Owner and the Department of Housing and Urban
Development, and,
b.
Must submit Form HUD-4238-CD-2, Certification by Proposed Su~contractor Re-
garding Equal Employment Opportunity. Approval of the proposed subcontract
award cannot be given by the Owner unless and until the proposed subcon-
tractor has submitted the Certification and/or other evidence showing that
it has fully complied with any reporting requirements to which it is or was
SUbject.
~
(previous Editions Obsolete J
- 2 -
Although the bidder is not required to. attach such Certifications by proposed
subcontractors to his bid, the bidder is here advised of this requirement so that
appropriate action can be taken to prevent subsequent delay in subcontract awards.
4. Telegraphic Modification
Any bidder may modify his bid by telegraphic communication at any time prior to
the scheduled closing time for receipt of bids, provided such telegraphic commu-
nication is received by the Owner prior to the closing time, and, provided
further, the Owner is satisfied that a written confirmation of the telegraphic
modification over the signature of the bidder was mailed prior to the closing
time. The telegraphic communication should not reveal the bid price but should
provide the addition or subtraction or other modification so that the final
prices 'or terms will not be known by the Owner until the sealed bid is opened.
If written confirmation is not received within two days from the closing time,
no consideration will be given to the telegraphic modification.
5.
Method of Bidding
The Owner invi tes the following bide s): (All Lump Sum Amounts)
A. Base Bid - For all work as shown and specified, exclude the Additive
Alternates.
B. Additive Alternate Bids 1, 2 and 3 - Lump Sum for each alternate.
A qualified bid must include all information requested in the Bid Pro-
posal, including the Base Bid, Alternate Bids and List of Proposed
Subcontractors.
Qllal.i.fica;t ions ,of ,Bidde.r'.., . J' ..,. '-'."
6.
... ._~ .. .1 I'
.",,;! J~t,...~ ..,"~-. ..:...~... '~.,....
The Owner may make such investigations as he deems necessary to determine the ability
of the bidder to perform the work, and the bidder shall furnish to the Owner all such
information and data for this purpose as the Owner may request. The Owner reserves
the right to reject any bid if the evidence submitted by, or investigation of, such
bidder fails to satisfy the Owner that such bidder is properly qualified to carry out
the obligations of the contract and to complete the work contemplated therein. Con-
ditional bids will not be accepted.
7. Bid Security
Each bid must be accompanied by cash, certified check of the bidder, or a bid bond
prepared on the form of bid bond attached hereto, duly executed by the bidder as
principal and having as surety thereon a surety company approved by the Owner, in the
amount of 5% of the bid. Such cash, checks or bid bonds will be returned to all ex-
cept the three lowest bidders within three days after the opening of bids, and the
remaining cash, checks, or bid bonds will be returned promptly after the Owner and
the accepted bidder have executed the contract, or, if no award has been made within
30 days after the date of the opening of bids, upon demand of the bidder at any time
thereafter, so long as he has not been notified of the acceptance of his bid.
8. Liquidated Damages for Failure to Enter into Contract
The successful bidder, upon his failure or refusal to execute and deliver the con-
tract and bonds required within 10 days after he has received notice of the accept-
ance of his bid, shall forfeit to the Owner, as liquidated damages for such failure
or refusal, the security deposited with his bid.
- 3 -
9. Time of Completion and Liquidated Damages
Bidder must agree to commence work on or before a date to be specified in a
written "Notice to Proceed" of the Owner and to fully complete the project
wi thin 90 consecutive calendar days ther5~ftecf' Bidder must agree also to
pay as liquidated damages, the sum of $ .0 for each consecutive
calendar day thereafter as hereinafter provided in the General Conditions.
10. Conditions of Work
Each bidder must inform himself fully of the conditions relating to the con-
struction of the project and the employment of labor thereon. Failure to do so
will not relieve a successful bidder of his obligation to furnish all material
and labor necessary to carry out the provisions of his contract. Insofar as
possible the contractor, in carrying out his work, must employ such methods or
means as will not cause any interruption of or interference with the work of
any other contractor.
11. Addenda and Interpretations
No interpretation of the meaning of the plans, specifications or other pre-bid
documents will be made to any bidder orally.
tve't~ requEls't;~or suth :.idt'er)ireta:'t}c1n Sh:OuI'd?tii hf: fwrftli'h'g'. ilddres:s:e'd to
~ =1 J ': .: _'",'-; f~._"" '_~ .11f~
Royston, Hanamoto, Beck & Abey at 50- Green Street, S. F c~ lif Q4111
and to be given consideration must be received at least five days prior to the
date fixed for the opening of bids. Any and all such interpretations and any
supplemental instructions will be in the form of written addenda to the speci-
fications which, if issued, will be mailed by certified mail with return re-
ceipt requested to all prospective bidders (at the respective addresses fur-
nished for such purposes), not later than three days prior to the date fixed
for the opening of bids. Failure of any bidder to receive any such addendum or
interpretation shall not relieve such bidder from any obligation under his bid
as submitted. All addenda so issued shall become part of the contract documents.
12. Security for Faithful Performance
Simultaneously with his delivery of the executed contract, the Contractor shall
furnish a surety bond or bonds as security for faithful performance of this
contract and for the payment of all persons performing labor on the project
under this contract and furnishing materials in connection with this contract,
as specified in the General Conditions included herein. The surety on such
bond or bonds shall be a duly authorized ~urety company satisfactory to the
Owner.
13. Power of Attorney
Attorneys-in-fact who sign bid bonds or contract bonds must file with Each bond
a certified and effectively dated copy of their power of attorney.
- 4 -
1.4. Notice of Special Conditions
Attention is particularly called to those parts of the contract documents and
specifications which deal with the following:
(a) Inspection and testing of materials.
(b) Insurance requirements.
(e) Wage rates.
(d) Stated allowances.
15. Laws and Regulations
The bidder's attention is directed to the fact that all applicable state laws,
municipal ordinances, and the rules an~ regulations o~ all authorities having
J . \ ~... "'.... "0 - -. o' ,,_ .. __ ..
jurisdiction over construction of the project shall apply to the contract
throughout, and they will be deemed to be included in the cbntract the same as
though herein written out in full.
~16. Method of Award - Lowest Qualified Bidder
The Owner reserves the right to reject any or all bids. The Owner reserves
the right to award the Contract on the lowest base bid or on the lowest com-
bined bids (includes the base bid and anyone or more of the additive alternate)
which would be in the best interest of the Owner.
17. Obligation of Bidder
At the time of the opening of bids each bidder will be presumed to have in-
spected the site and to have read and to be thoroughly familiar with the plans
and contract documents (including all addenda). The failure or omission of
any bidder to examine any form, instrument or document shall in no way relieve
any bidder from any obligation in respect of his bid.
U.S. GOYERNMENT PRINTING OFFICE: 19170-272-540
. ~"
'.
HUD-4238-n (Psge 5)
:".
"5-
(
18.
,
Preconstruct ion nference RelDt!n
fAus1 f:mplovr.~~nt OJ!Qortunitv:
ff!r~ative ^ction
or
Executive Order 11246, as amended, (Equal Ecployment Opportunity) requires
that a prime contractor or subcontractor who siGns a contract on a Fed~r-
ally assisted construction project aSBUm2B the obligation to take whatever
affirmative actions are neccgsary to Bssure an equal emplo~nent opportun-
ity in all aspects of employment, irrespective of race, color, religion,
.ex or nationsl orig1n.
All construction contractors and subcontractors covered by the Executive
Order 11246. as amended, are required to take affirmative action toward
employment opportunity.
r,
,All construction ~ontractors and subcontractors covered by the Executive
Order 11246. 83 amended, are required to take affirmative nction tO~lard
employment opportunity.
c.
Within ten (10) days after notification of contract avard, th:! fiuccessful
bidder together with his known principal subcontractors, will be required
to attend a Preconstruct ion Conference at a time and place designated by
the Owner. Subcontr~ctors shall include, but not be limited to. major
items of work 6uch as heating, electrical, plumbing and so forth. The pur-
pose of tbe Preconstruction Conference is to discuss, among other concicl~ra-
tlons. the responsibilities of the successful bidder l!nd his flubcontr~ctor6
under E~ecutive Order 11246, and the requirement for a written Affirmative
Action Program, if required, from the successful bidder ~md subcontractor.
. ..
Each successful bidder is hereby advised that a prepared Affir~~tive Action
'. Program, in ~ritinR, will be required within 15 days after the prcconstruc-
.tioa Conference under the following conditions:
<a) Where tbe prime contracts are of $100,000 or more on
projects C08tinB $1 million or more;
(b) where the subcontracts are of $100,000 or more on projects
costing $1 million or core, where such subcontractors:
(1) will employ the higher paid trades (such as plumbers,
electriciana, or iron-workers), and
(2) the higher paid trades locally have little or no minority
croup representation; ~
(c) where contracts or subcontracts which are not covered by
<a> or (b) above, but which, because of location or other
special factors are specifically identified.
u
19. Affirmative action plans must contain the following inforc~tion:
<a> An analysis of all major job classifications at the facility,'
vith explanations as to why minorities may concurrently be under-
utilized in anyone or core job clas.e.. "Under-utilization"
is ~efined as having fewer minorities in a particular job class
I.
\
..
c
o
'.
HUD-4238-B (PAge 6)
-6-
~han 'their cval1Dbility' in tha community;
(b) Goals eod targets and 8ffirm~tive action cocmit~nt~ designed
to relieve any deficicncie8 identified by the company. Such
goals and targets should be in tcr~s of specific numbers, by
jobs or job classes having similar content, wage rates and oppor-
tunities, with speclfic tiroetDb1cs for achievement. In estab-
lishments with over 1,000 employees, goals and targets msy be
presented by department;
(c) Support data for above analysis and program. Such data should
include progression line charts, seniority rooters, applicant
flow data, and applicant rejection ratios, indicating minority
,status.
20.
Instructions for Contracts Regarding Affirmative Action Under Executive
,Order 11246.
. .... .
(See Attaclulent "An
HUD-g07)
. .. i::.
.. ~: .;~ - .....
.... :
-.-. ," -.:...:...
-'.. ,
. \ .",
';~. . .-"..... ~ .
..... ~."...,
.. :.~ -'~ ;.
.. . - ...
. ..
'. : ;r..'
. ':~;: .- ~ .
. . ."...... "0 &;....:...
-
. : ~ : r
:- ;. ';... 1 t . :-.;:: ,;;. t. ~:
. . .
.-. .. ~;'::..-~ ~.
'.
. .' .:'". .. i ~.. # ... :-J .." ~ ~ ~
.:' -~.' .. "_ -: p;".'l ~~ ... ~.
,
,.
-, .
,
':,-:
.: . ::t.: ;. -: .
: -:. t.~..
.' ,
'..' f
...'.
,
. '.
- -: ~....
~, ,
-. ::
. -
l' ~:-;
.." . . ' : .~: ~
. .
, ]
~
7i '.' ..
: ~~ .
. .
. : ~~. . )
.:!)'~. .'
, .
..
-..
.,:,...:. .
~@~Rwr;Th)
FES 7 1972
U.S. DEP AR T!vlENT OF LABOR
OrneB OF 'THB SUCRBTAJl.Y
~ASHINGTON
JAJ, 2 7
19r2
u. s. DEPARTMENT OF LABOR
Office of Federal Contract Compliance"
SAN FRANCISCO. CAUF.
. ORDER
~
/'.,'
"..
FROM:
. . .'"". r, r" ' .
HEADS OF ALL AGENCIES H /. .1-"~- ,I
James D. HOdgSOn~/Icri7f~u-" 6th.
. ~retary of Labor
~~~--U "yrL/L
~t1f~'-'d ?~-unewald
Ass~stant Secretary for
Employment Standa
TO:
John L. Wilks
Director, Offic
Contra ompliance
SUBJECT:
Bid Conditions Setting Forth Affirmative Action
Requirements for All Non-Exempt Federal and
Federally-As s isted Construction Contracts to
be Awarded in Santa Clara County, California
Effective immediately, the attached Bid Conditions setting forth
affirmative action and equal employment opportunity requirements
are' to be included in all bid documents for use in connection with
non-exempt Federal and Federally-as s isted construction contracts
in Santa Clara County, California. Full com.pliance with these
Bid Conditions will satisfy the requirements of Executive Order 11246.
All bidders must comply with the provisions of the Santa Clara
Plan incorporated in Part I of the Bid Conditions or the affirmative
, action program set forth in Part II of the Bid Conditions, to be
considered responsive bidders and hence eligible for the award of
non-exempt Federal and Federally-assisted construction contracts
in Santa CI3:ra County, California covered by the attached Bid
Conditions. This latter affirmative action program specifies and
requires, among other things J that 'bidder s adopt and submit as
their own, specific goals of minority manpower utilization for
.
..,
-2-
~
.. .
employment and training which fall at least within the ranges set
forth in the Bid Conditions for the applicable calendar year. Those
ranges specified in Part II have been developed upon the findings
.
made and the negotiated goals established by the parties to the
Santa Clara Plan.
i
Inquiries concerning the operation and effect of the attached Bid
Conditions should be transmitted to Mr. John L. Wilks, Director,
Office of Federal Contract Compliance.
This Order is issued pursuant to Executive Order 11246, 3 C. F. R.
402 and 41 C. F. R. 60.
Attachment
",
..
.. .
.
BID CONDITIONS
AFFIRMATIVE ACTION R!QUIREMENTS
.
/
EQUAL E~WLOYMENT OPPORTUNITY
For all non-exempt Federal and Federally-Assisted Construction
Contracts to be Awarded in Santa Clara County, California
Part I: The provisions of thie Part I apply to bidders, contractors
and subcontractors with respect to those construction trades for which
they are parties to collective bargaining agreements with a labor organi-
zation or organizations and who together with such labor organizations
have agreed to the Santa Clara Affirmative Action Plan, for equal
employment opportunity (but only as to those trades as to which
--,
there are commitments by labor organizations to specific goals of
minority manpower utilization) together with all implementing .
agreements that have been or may hereafter be developed pursuant
thereto, all of which documents are incorporated herein by reference
and are hereinafter cumulatively referred to as the Santa Clara
Plan.
-2-
..
.. .
Any bidder. contractor or subcontractor using one or more
trac;les of constr\lction employees must comply with either Part I
l
or Part II of these Bid Conditions as to each such trade. Thus, a
bidder, contractor or subcontractor may be in compliance with
these conditions by its inclusion, with its union, in the Santa Clara
Plan as to trade "A", provided there is set forth in the Santa Clara
Plan a specific commitment by that union to a goal of minority
manpower utilization for such trade "A", thereby meeting the
provis ions of this Part I, and by its commitment to Part II in regard
to trade "B" in the instance in which it is not included in the Santa
Clara' Plan and, therefore, cannot meet the provisions of this Part 1.
. To be eligible for award of a contract under Part I of this
Invitation for Bids, a bidde,r must execute and submit as part of its
.-,
bid the following certification, which will be deemed a part of the
resulting contract:
It GRANITE cor.JSTRUCTION COMPANY certifies that:
(Name of Bidder)
(a) it intends to use the following listed construction
trades in the work under the contract, either itself
or through subcontractor's at any tier OfJEl?flTI;UC L:-/J(:fINil325
. 1.:' ""(!1 I Ifl~.. --: T(;;-,e 13 IZ'~ '- [) PE T:Jt'J 1;2 li?lae;.s
Cs-me:-NT /}Vl5oNS 'lfIIUTl::7lJ <UJ D PA-,"unl5&7f.J. '
, I (' .
.
.. 0
..,
.
-3-
"
(b) the labor organizations with whom it has
collective bargaining agreements who are
signatories to the Santa Clara Plan and as to
,-which trades there are set forth in the Santa
Clara Plan, spe~ific co:nmitments to goals of
mOnority manpower ut' ization are as follows:
IC::/VIC:UT / j,<.lS I ;4-AJO
u ~c7( f
(c) the labor organizations with whom it has
collective bargaining agreements who are not
signatories to the Santa Clara Plan or who are
signatories thereto but with respect to trades for
which no specific commitments to goals of
minority manpower utilization are set forth in the
Santa Clara Plan are as follows: OPE.?'?.f!TlIUG- E;ub//ll~ I
-;;;;:rms/cFlJ. il1-/"Jo~(;;,-res .4ItJD I;({)Al Wdbo::::e/t:.5
I
(d) the following is a full list of all present construction
work or contracts (both Federal and non- Federal) to
which it is a party in any capacity in Santa Clara County,
California:<,)'cc /JT7/U.,u:./3 It.J-;- ~(5 1-35 '
~C;;-.f}rr:: of (!A~(;=ORIJI;+, ,7}JISION aF I/rQ-/l-WAy' -
EXECUTIVE OFFICE
SBS W. BEACH STREET
POST O,..,.ICE BOX 900
AREA CODE ....OS 724-1011
GRANITE CONSTRUCTION COMPANY
ENGINEERING CONTRACTORS
STATE OF CALIFORNIA CONTRACTOR'S LICENSE NO. 89
WATSONVILLE. CALIFORNIA 95076
July 12, 1973
AFFIRMATIVE ACTION PLAN
TENNIS COURT COMPLEX - NORTHSIDE PARK
H.U.D. PROJECT NO. CALIF. OSD 475
CITY OF GILROY, CALIFORNIA
BID CONDITIONS - PART II
Granite Construction Company as a member of the Associated
General Contractors is signatory to the Santa Clara Plan. It
intends to use craftsmen represented by the Operating Engineers,
Teamsters, Laborers, Ironworkers, Electricians and Painters Unions
either directly or through subcontractors in the performance of the
construction work in the event a contract ~s received.
It is understood that the above union organizations currently
are not signatory to the Santa Clara Plan or we do not have a
collective bargaining agreement with the union organization; there-
fore, a requirement exists to submit an Affirmative Action Program
to be used in connection with said crafts. We submit the following
as said program:
1. Goals and Timetables - Minority Manpower Utilization:
From 11/1/72 Until 10/31/73
From 11/1/73 Until 10/31/74
12.6%
15.3%
. NOTE: The percentages of minority manpower utilization
above are expressed in terms of manhours in training and employ-
ment as a proportion of the total manhours to be worked by Granite
Construction Company's entire work force in that trade for all
projects (both federal and nonfedera1) in Santa Clara County,
California.
2. Specific Affirmative Action Steps:
a. Granite Construction Company will notify co~unity
organizations that it has employment opportunities available and
shall maintain records of the organizations' responses.
b. Granite Construction Company will maintain a file
of the names and addresses of each minority worker referred to
us and what action ,vas taken with respect to each such referred
worker, and if the worker was not employed, the reasons therefor.
If such worker was not sent to !h? union hiring hall for referrals,
our file shall document this and tIe reasons therefor.
c. Granite Construction ComDanv will promptly notify
the authorized representatives of the City of Gilroy
when the union or unions with whom Granite Construction Comp~ny
has a collective bargaining agreement has not referred to Granite
Construction Company or Granite Construction Company has other
information that the union ref~rral process had impeded it in its
efforts to meet its goal. ..
d. Granite Construction Company will participate in
training programs in the area, especially those funded by the
Department of Labor.
e. Granite Construction Company will disseminate its
EEO policy within its own organization by including it in any
policy manual; by dissemination to all employees once a year; by
conducting staff employee and union representatives' meetings
to explain and discuss the policy; by posting of the policy and
by specific review of the policy with minority employees.
f. ' Granite Construction Company will disseminate its
EEO policy externally by informing and discussing it with all
recruitment sources; by advertising in news media, specifically
including minority news media; and by notifying and discussing
it with all subcontractors and suppliers.
g. Granite Construction Company will make specific
and constant personal (both written and oral) recruitment efforts
directed at all minority organizations, schools with minority
students, minority recruitment organizations and minority training
organizations, within Granite Construction Company's recruitment
areas.
h. Granite Construction Company will make specific
efforts to encourage present minority employees to recruit
their friends and relatives.
i. Granite Construction Company will validate all man
speCifications, selection requirements, tests, etc.
-2-
j. Granite Construction Company will make every effort
to promote after-school, summer and vacation employment to
minority youth.
k. Granite Construction Company will develop on-the-
job training opportunities and participate, and assist in any
association or employer-group training programs relevant to Granite
Construction Company's employee needs consistent with its obliga-
tions.
1. Granite Construction Company will continually
inventory and evaluate all minority personnel for promotion
opportunities and encourage minority employees to seek such
opportunities.
m. Granite Construction Company will make sure that
seniority practices, job classifications, etc., do not have a
discriminatory effect.
n. Granite Construction Company will make certain that
all facilities and company activities are nonsegregated.
o. Granite Construction Company will continually monitor
all personnel activities to ensure that its EEO policy is being
carried out.
p. Granite Construction Company will solicit bids for
subcontracts from available minority subcontractors engaged in
the trades covered by these Bid Conditions, including circulation
to minority contractor associations.
3. Granite Construction Company agrees to inform our sub-
contractors of their respective obligations of the terms and
requirements of the bid conditions required by the contract
specifications including the provisions relating to Goals and
Timetables, employment and training
4. No subcontract will be executed until an authorized
representative of the City_of Gilroy has determined in
,rriting that an Affirmative Action Plan as applicable has been
incorporated in such subcontract regardless of tier.
GRANITE CONSTRUCTION COMPANY
1~
By
H. B. SCOTT, PRESIDENT
-
Date '- JULY /1, (Cj7"3
-3-
,,'
-4-
~ .
The bidder shall cause the following certification to be included
in any bid in~itations to prospective subcontractors, regardless of
whether they are signatories to the Santa Clara Plan and regardles s
of tier; and shall caus e the following certification, as executed, to
be made a part of all subcontracts, regardles s of tier;
'II
certifies that
~,
(Name of Subcontractor)
it understands the. equal employment opportunity
requirements of the Santa Clara Plan regarding
equal emp~oyment opportunity in the Santa Clara
County, California area construction industry;
that it either individually or through an asso-
ciation and the labor organizations with whom it
has collective bargaining agreements are signatories
and agree to comply with the Santa Clara Plan or
that it agrees to comply with the requirements of
Part II of the Bid Conditions of the project; that
in the event the subcontractor is no longer partici-
pating in an affirmative action plan acceptable to
the Director of the Office of Federal Contract
Compliance, including the Santa Clara Plan, the
subcontractor will comply with Part II of the Bid
Conditions; that it shall require the execution of
this certification by any of its subcontractors,
regardless of tier; and that this certification shall
be a part of any subcontract.
(~ignature of authorized representative of subcontractor. )"
In order to ensure that the said subcontractor certification becomes
a part of all subcontracts under the pr ime contract of a pr ime
contractor with respect to whom tHis Part I is applicable, no
~
- 5- ·
subcontract shall be executed until an authorized representative
of the
(agency)
has .determined, in wr iting,
I
that the said certification has been incorporated in such
subcontract, regardless of tier. Any subcontract executed without
such written approval shall be void.
Part II: A. Coverage. The provision of this Part II shall be
applicable to t~lOs e bidders, contractors and subcontractor s, who,
in regard to those construction trades:
1. Are not or hereafter cease to be signatories to the
Santa Clara Plan referred to in Part I hereof;
2. Are signatories to the Santa Clara Plan but are not
parties to collective bargaining agreements;
..,
3. Are signatories to the Santa Clara Plan but are
parties to collective bargaining agreements with labor organizations
who are not or hereafter cease to be signatories to the Santa Clara
Plan;
4. Are s.ignatories to the Santa Clara Plan but as to which
no specific cOf!lmitment to goals of minority manpower utilization
by labor organization have been executed pursuant to the Santa
Clara Plan; or
.
-6-.
" .
5. Are no longer participating in an affirmative action
plan acceptable to the Director. OFCC. including the Santa Clara
Plan.
I ,
B. Requirement - - An Affirmative Action Plan. The bidders,
contractors. and subcontractors described in paragraphs I through 5
above will not be eligible for award of a contract under this
Invitation for Bids, unless such bidder has submitted as part of
its bid, and has had approved by the
(agency)
a wr itten
affirmative actio'Ii plan, embodying both (1) goals and timetables of
. 't t'l' t' I /
mmon y manpower u 1 lza lOn, - and (2) specific affirmative action
ste.ps directed at increasing minority manpower utilization by means
of aI;>plying good faith efforts to carrying out such ~teps or is deemed
..,
to have submitted such a program pursuant to Section 3 of this Part II.
Both the goals and timetables I and the affirmative action steps must
meet the requirements of this Part II as set forth below for all trades
which are to be utilized on the project, whether subcontracted or not.
~/ "Minority~' is defined as including Negroes I Spanish Surnamed
Alnericans. Orientals and American Indians.
,.
~7-
.
1. Go~ls and Timetables. This plan must set forth goals
/
of minority manpower utilization for the bidder and all contractors
and subcontractors for those trades not otherwise bound by the
provisions of Part I her:eof in terms of manhours I within at least
the following ranges. for the following time periods, for each trade
which will be used on the project upon which the bidder is bidding,
within Santa Clara County.
The ranges for all trades to be utilized on the project shall be
as follows:,
U ot il 10 /3 1/7 1 6.3% 9.9%
From 10/31/71 until 10/31/72 9. 9% 12.6%
From 11/1/72 until 10/31/73 12.6% 15. 3%
From 11/1/73 until 10/31/74 15.3% 18.0%
From 11 / 1 /74 until 10 / 3 1 /7 5 18.0% 21.7%
'In the event that under a contract which is subject to these Bid
Conditions any work is performed in a year later than the latest year
for which acceptable ranges of minority manpower utilization have
been determined herein, the ranges for 1975 shall be applicable to
such work.
.
..
-8-
..
.. .
The percentages of minority manpower utilization above are
expressed in.terms of manhours of training and employment as a
proportion of the total manhours to be worked by the bidder IS,
I
contractor I sand subcontractor's -entire work force in that trade
on all projects (both Federal and non- Federal) in Santa Clara
County. California, during the performance of its contract or
subcontract. The manhours for minority work and training must
be substantially uniform throughout the length of the contract on
all projects and for each of the trades. Further, the trans fer of
minor ity employees or trainees from employer -to- employer or
from project-to-project for the sole purpose of meeting the
contractor I S or subcontractor I s goal shall be a violation of thes e
conditipns.
In reaching the goals of minority manpower utilization
required of bidders, contractors and subcontractors pursuant to
this Part II, every effort shall be made to find and employ qualified
journeymen. However, where minority journeymen are not
available, minority trainees in pre-apprenticeship, apprenticeship,
journeyman training or other training programs may be used.
- 9-
.. .
In order that the nonworking training hours of trainees may be
.
counted in meeting the goal, such trainees must be employed by the
contractor during the training period. the contractor must have made
a commitment to employ the trainees at the completion of their
training and the trainees must be trained pursuant to established
training programs which must be the equivalent of the Training
Programs provided for in Article V of the Santa Clara Plan with
respect to the nature, extent and duration of training offered.
A contractor or subcontractor shall be deemed to be in
compliance with the terms of requirements of this Part II by the
employment and training of minorities in the appropriate
percentage of his aggregate work force in Santa Clara County.
..,
California, for each trade for which it is committed to a goal .under
this Part II.
However, no contractor or subcontractor shall be found to
be in noncompliance solely on ac count of its failure to meet its
goals within its timetables, but such contractor shall be given the
opportunity to demonstrate that it has instituted all of the' specific
affirmative action steps specified in this Part II and has made every
i
"
.
-10-
.. .
good faith effort to make these steps work toward the attainment
of its goal within its timetable s, all to the purpos e of expanding
minority manpower utilization on all its, projects in Santa Clara
County, California.
In all cas es, the compliance of a bidder, contractor or
subcontractor will be determined in accordance with its respective
obligations under the terms of these Bid Conditions. Therefore,
contractors or subcontractors who are governed by the provisions
of this Part II shall be subject to the requirements of that part
regardles s of the obligations of its prime contractor or lower tier
subcontractors.
All bidders and all contractors and subcontractors performing
or to perform work on projects subject to these Bid Conditions
hereby agree to inform their subcontractors of their respective
obligations under the terms and requirements of these Bid Conditions,
including the provis ions re lating to goals of minority employment
and training.
2. Specific Affirmative Action Steps. The plans for the
bidders. contractors and subcontractors must set forth specific
affirmative action steps directed at increasing minority manpower
i
.' .
-H~
'.ltilizati':'n. wh'ich steps must be at least .as extensive and as specific
as the following:
a. The contraCtor shall notify community organizations
that the contractor has employment opportunities available and shall
maintain records of the 'organizations I response.
b. The contractor shall" maintain a file of the names and
addresses of each minority wOl:ker referred to him and what action
was taken with respect to each such referred worker, and if the
worker was not employed, the reasons therefor. If such worker was
not sent to the union hiring hall for referral or if such worker was not
employed by the contractor I the contractor I s file should document this
and the-'reasons therefor.
I
c. The contractor shall promptly notify the
(agency)
when the union or unions with whom tpe contractor has a collective
bargaining agreement has not referred to the contractor a minor ity
worker sent by the contractor or the contractor has other information
that the union referral process has impeded him in his efforts to meet
his goal.
-12-
- .
d. The contractor shall participate in trainingr-rograms
in the area, especially those funded by the Department of Labor.
e. The contractor shall disseminate his EEO policy within
/
his own organization by including it in any policy manual; by
publicizing it in company newspapers, annual report. etc.; by
conducting staff, employee and union repres entatives I meetings t~
explain and dis cus s the policy; by posting of the policy; and by
specific review of the policy with minority employees.
t. The contractor shall disseminate his EEO policy
externally by informing and discussing it with all recruitm.ent
sources; by advertising in news media, specifically including
minority news media; and by notifyin~ and discussing it with all
subcontractors and suppliers.
~, ,
g. The contractor shall make specific and constant
personal (both written and oral) recruitment efforts directed at
.
all minority organizations, schools with minority students, minority
recruitment organizations and minority training organizations,
within the contractor I s recruitment area.
..
'.
.
.
-13-
.. .
h. The contractor shall make specific eiforts to encourage
present minority employees to recruit their friends and relatives.
.
i. The contractor sha 11 validate all man specifications ·
I
selection requirements. tests. etc.
J. The cO:1tractor ~113.11 m.ake every effort to provide after
scheul sun1Iner and v.:lcat 1011 crnployment to luinority youths.
k. The contractor shall develop on-the- job training
opportunities and particip<i.tc and assist in any association or employer-
group trab1ing programs relevant to the contractor 1 s employee needs
consistent with its obligations under this Part II.
1. The contractor shall continually inventory and evaluate
all minority personnel for p!'omotion opportunities and encourage
minority employees to seek such opportunities.
-',
m. The contractoT shall make sure that seniority practices I
job classifications. etc. . do not have a discriminatory effect.
n. The contractor shall make certain that all facilities and
cornpany activities arc. non-segregated.
o. The contractor shall continually monitor all personnel
activities to ensure that his EEO policy is being carried out.
.
-14-
~ .
p. The contractor shill solicit bids for subcontracts from
available minority subcontr"ctors engaged in t~e trade., c()vercdby
these Bid Cohditio,,';, including circul~tion of minnrity cor:tractor
associations.
"
3. Contractors and Subcor.~ractors Deemed to be Bound by Part II.
In the event a contractor or subcontra ctor, who is at the time of
bidding eligible under Part I of these Bid Conditions, is no longer
participating in an affirmative action plan acceptable to the Director
of the Office of. Federal Contract Compliance, including the Santa Clara
Plan, he shall be deemed to be committed to Part II of these Bid
Conditions. Further, whenever a contractor or subcontractor, who at
the time of bidding is eligible under Part II of thes e Bid Conditions,
uses t!ades not contemplated at the time he submits his bid, he shall
be committed to Part II for thos e trades. "\\-11enever a contractor or
subcontractor is seemed to be committed to Part II of these Bid
Conditions, he shall be considered to be committed to a manpower
utilization goal of the minimum percentage range for that trade for
the appropriate year.-
4. Subs equent Signatory to the Santa Clara Plan. Any contractor
or subcontractor subject to the requirements of this Part II for any
trade at the time of the submission of its bid who together with the
J
-15-
.' .
labor organization with \vhom. it has a collective bargaining agreelnent
subsequently becomes a signat.ory to the Santa Clara Plan either
individual,ly or through an association, may meet its requirements
/
under these Bid Conditions [br such trade, if such contractor or
subcontractor executes and submits the appropriate certification
required by Part I of these Bid Conditions. No contractor or sub-
contractor shall be deemed to be subject to the requirements of Part I
until such certification is executed and submitted.
5. Non-discrimination. In no event may a contractor or sub-
contractor utilize the goals, tiInetables or affirmative action steps
required by this Part II in such a manner as to cause or result in
discrimination against any person on account of race, color, religion,
sex or national origin.
6.
'-',
Contractors and Subcontractors Bound. The affirmative action
plan required by Part II shall be deemed a part of the resulting contract
. .
specifications. A successful bidder as to whom Part II is applicable
shall cause the affirmative action plan, as established and approved, to
be a part of all subcontracts. where neces sary I regardles s of tier.
under his contract. No subcontract sha,ll be executed until an authorized
.
-16.
- .
representative of the
(agency)
has determined, in
writing, that such subcontractor has executed the certification required
by Part I he.reof, or that the affirmative action plan required by Part II,
as applicable, has been incorporated into such subcontract, regardless
of tier. Any subcontract executed without such written approval shall
be void.
Part III: Materiality and Responsiveness. Any equal employment
opportunity submission required to be made by the prospective
contractor pursuant either to Part I or Part II of these Bid Conditions
which is material and which will govern the contractor I s performance
on the project shall be made a part of his bid. Failure to submit a
Part I certification or a Part II affirmative action plan, as applicable.
will render the bid nonresponsive.
..,
Part IV: Compliance and Enforcement. Contractors and subcontractors
I
are responsible for informing their subcontractor s (regardles s of tier)
as to their respective obligations under these Bid Conditions (as applicable).
Bidders, contractors and subcontractors hereby agree to refrain from
entering into any contract or contract modification subject to
Executive Order 11246 of September 24, 1965, with a contractor debarred
from, or who is determined not to be a-"responsible" bidder for,
.
.
-17-
.. .
Government" contracts and federally-assisted construction contract.s
pursuant to the Executive Order. The bidder. contractor or sub-
.contractor sh'all carry out such sanctions and penalties for violation
of the equal. opportunity clause including suspension, termination and
cancellation of existing subcontracts as may be imposed or ordered
by the administering agency, the contracting agency or the Office of
Federal Contract Compliance pursuant to the Executive Order. Any
bidder I contractor or subcontractor who shall fail to carry out such
sanctions and penalties shall be deemed to be in noncompliance with
these Bid Conditions and Executive Order 11246.
i
Nothing herein is intended to relieve any contractor or
subcontractor during the term of its contract on this project from
compliance with Executive Order I i246 and the Equal Employment
Opportr.mity c:aus e of its contract. with respect to matters not covered
in the Santa Clara Plan or in Fa rt II of thes e Bid Conditions.
Violation of any substantial requirement in the Santa Clara
Plan'by a contractor or subcontractor covered by Part I of these Bid
Conditions; including the failure of such contractor or subcontractor
to make a good faith effort to meet its fair share of the trade goals of
minority manpower utilization, or of the terms of the Affirmative
. Action Plan by a contractor or subcontractor who is covered by
.
-18-
.. .
Part II hereof shall be deemed to be in noncompliance by such
contractor or subcontractor with the Equal Opportunity Claus e of
the contra'ct, and shall be grounds for imposition of the sanctions
;'
.
and penalties provided at Section 209 (a) of Executive Order 11246.
Each agency shall review its contractors' and subcontractors I
employment practices during the performance of the contract. If
the agency determines that the Santa Clara Plan no longer represents
'\
effective affirmative action, it shall notify the Office of Federal
Contract Compliance which sh'all be solely responsible for any final
determination of that question and the consequences thereof.
In regard 'to Part II of these conditions if the contractor or
subcontractor meets its goals or if the contractor or subcontractor
can demonstrate that it has made every good faith effort to meet
J, ,
those goals, the contractor shall be pres umed to be in compliance
with Executive Order 11246, the implementing regulations and its
obligations under these Bid Conditions and no formal sanctions or
proceedings leading toward sanctions shall be instituted unless the
agency otherwise determines that the contractor or subcontractor is
not providing equal employment opportunities. In judging whether a
contractor or subcontractor has met its goals, the agency will
consider each contractor's, or subcontractor's minority manpower
.
-19-
.' .
utilization and will not take into cons ideration the minor ity manpower
utilization of its subcontractors. Where the agency finds that the
contractor' or subcontractor has failed.to comply with the requirements ,-
of Executive Order 112.16, the implementing regulations and its
obligations under these Bid Conditions, the agency shall take such
action and impose such' sanctions as m<lY be appropriate under the
Exeent ivc Order and the rcgul..llions. When the agency proceeds with
such formal action it has the burden of proving that the contractor
has not met the requirements of these Bid Conditions, but the
contractor1s failure to meet his goals shall shift to him the requirement
to COlne fonvard with evidence to show that he has met the l'good faith"
requirements of these Bid Conditions by instituting at least the
Specifi,c Affirmative Action Steps listed above and by making every
~,
good faith effort to make those steps work toward the attainment of
its goals within its timetables. Suth noncompliance by the contractor
or subcontrador shall be taken into cons idcration by federal agencies
in detern1ining whether such contractor or subcontractor can comply
with the requirc1l1ents of Executive Order 11246 and is, therefore,
a "responsible prospective contractor" within the meaning of the
Federal Procurement Regulations.
-20-
., .
It shall be no excuse that the union, with which the contractor
has a collective ba rgainillb < g reement pr:) '.'lding for c",c Ius ive referral
failed to refer minority empl,oyees.
The procedures set forth in these .conditions shall not apply
to any contract when the head of the contracting or administering
agency determines that such contract is essential to the national
security and that its award without following such procedures is
neces sary to the national security. Upon making s u.ch i1 determination,
the agency head will notify, in writing, the Directo::.' of the Office of
Federal Contract Compliance within thirty days.
Requests for exelnptions from these Bid Conditions must be
made in writing, with jus tification,' to the Director, Office of Federal
Contr..act Compliance, U. S. Department of Labor, Washington, D. C. ,
20210, and shall be forwarded through and with the endorsement of
the agency head.
/
Contractors aD
lbcontractors must keep such records and
file such reports relating to the provisions of these conditions as
shall be required by the contracting or administering agency or the
Office of Federal Contract Compliance.
For information of bidders, a copy of the Santa Clara Plan
may be obtaine? from the contrac~ing officer.
u. S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
HUD-Jl238-C
(8-66)
BID FOR LUMP SUM CONTRACTS
Place lAJIfTJO/U{)(J./....~ (};l-lroIfJJ/t+
,
Date 5u 1...-)/ 1.:7: / '1 ? 3
Proj ect No. Calif. OSD 475
Proposal 0 f GRANITE
(:flA-.II-==O/,t.,(J I R-
(State )
CONSTRUCTION COMPANY (hereinafter call ed "Bidder")
(a
corporation/ ~ J5#friet~~r~/ rlrf i(ll/r.yVr).l,I~' <W~.rl,g ~YlfW~ if'
(STRIKE OUT INAPPLICABLE TERMS)
.
)
To the City of Gilroy. California
(hereinafter called "Owner")
Gentlemen:
The Bidder, in compliance with your invitation for bids for the construction
Northside Park Tennis Court Complex
of
(.
having examined the plans and specifications with related documents and the site
of the proposed work, and being familiar with all of the conditions surrounding
the construction of the proposed project including the availability of aaterials
and labor, hereby proposes to furnish all labor, materials. and supplies. and to
construct the project in accordance with the Contract Documents, within the time
set forth therein, and at the prices stated below. These prices are to cover all
expenses incurred in performing the work required under the Contract Documents,
of which this proposal is a part.
Bidder hereby agrees to commence work under this contract on or before a
date to be specified in written "Notice to Proceed" of the Owner and to fully
complete the project within 90 consecutive calendar days thereafter as stipu-
lated in the specifications. Bidder further agrees to pay as liquidated damages.
the sum of $ 50.00 for each consecutive calendar day thereafter as herein~
after provided in Paragraph 19 of the General Conditions.
Bidder acknowledges receipt of the fOllowing addendum: ~ /
.-.....:..-- .~~ ---------~- - "-_ '_~--.A.-
._l....--....:....-___._~_~*_...,-:.
BID PROPOSAL
Bidder agrees to perform all of the W) rk described in the Specifications and
shown on the plans for the following amounts:
BASE BID
For the complete' installation, in place, of the Tennis Court Complex,
asphalt walk and electrical conduits under the paving for future lighting.
"77-:1 /1!!.7Y rw~ rJ-lOI/.:<;J.1ND rML' 1..Jt/N.oJ2EJ~ /JNn
~ / Prt::H3/V' a~/e -S ;.J~"-:> cE.A./TS
($~~216~ )
Additive Alternate 1
For the complete installation, in place, of the handball courts which in-
cludes the concrete and A. C. paving.
ctLFt..6V 7/-!/.f./<:;/.J/v'/J A.//N~ H'/./A/d-9F/\ 7'1N'19YTL/
SEVe;iV .cx"L~' >'+L.~ C:--L~' T5
Additive Alternate 2
($ / JCJZ7C?..9 )
For the complete installation, in place, of the Tennis Practice Court
paving and stripping.
'72//8EF3 ~.u-Y::IN/J E/Ci/+T I-IU/t);;}!2E/) 4/1./
vIV6 LY-Y,L/J.-/25 ^-./L-.-' c~/\/T5'
Additive Alternate 3
($ z::"58C; / <::;':9 )
For the complete installation, in place, of the entire electrical work for
the Tennis CoUrt lighting. Does not include the conduit \\Urk included in
the Base Bid.
e!/4;L,/T 7/~~/2A.//) A.//A/~ ,4L/A//.JPr/)
-rW 6'VTy ,c:/G.~ ;(:4:::~[L4/z...> /"/ <::::::' C~ A/ -r ~
A qualified bid must include all information requested in the Bid Pro-
posal, including Base Bid, Alternate Bids, and List of Proposed Subcon-
tractors.
($~-Z6~)
Bidder understand that the Owner reserves the right to reject any or
all bids and to waive any informalities in the bidding.
The Owner reserves the right to award the Contract on the lowest base
bid or on the lowest combined bids (includes the base bid and anyone or more
of the Additive Alternates) which would be in the best interest of the Owner
to accept.
BID PROPOSA~ (Continued)
The Bidder agrees that this Bid shall be good and may not be withdrawn
for a period of 30 calendar days after the scheduled closing time for receiving
bids.
Upon receipt of written notice of the acceptance of this bid, Bidder will
execute the formal contract attached within 10 days and deliver a Surety
Bond or Bonds as required by Paragraph 29 of the General Conditions.
The Bid Security attached in the sum of r; /J~ PSk!C-EA.JT (5'Cjo) OF
I- MotA IUT& D ($ ) is to become the property of
the wner in the event the Contract and Bond are not executed within the time
above set forth, as liquidated damagef3 for the delay and additional expense
to the Owner caused thereby.
ResnecfJu1lv Submitted:
"GRltNIT..:. CONSTRUCTION COMPANY
By I~
(Seal - if bid is by a Corporation)
.H. E. SCOTT, PRESlDEN't
~
LIST OF PROPOSED SUDCOj\;TRACTORS
Rursuanl to Scctions 4100 to 4108, inclusivc, of the Government Code,
Stale of California, listed are various portions of work and the na.mes
and business locations of subcont.ractors proposed to perfonn the work
or renuer service in or about, the \vork in excess of onc-half of one
perc;ent or the bid. Work for which a subcontractor is not listed is
presutTIed to be performed by the Bidder. There shall be no substitution
of subcontractors nor shall the Bidder assign sublet or transfer any
subcontract work without consent of the Owner.
Portion of Work
NatTIe of
Subcontractor
\
\
Address of
Subcontractor
j::;cA/6//VL f
~9/k!.J::Uc/~'4
C:;'vcdNk ;PNCL:; c'C-'_
5)u/;r/l ~~
SJcvu- ..,J6:5c-:;'
9~^,r, .>>14-/2'7/ A.~
,
kCL:3G//Zru~6
/"k/ H L /J-s;O/-I/J--&"I ~c ~
::;)6UT/.,2 ~A/" 77' u~E6.~'
":'.
--i
-~
.'
0,
,
I
'.
i
.'"
"-'"
.
r.
U. S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
HVl>-4 238- E
( 2-1i~)
(Formerly CFA-238-E)
BID BOND
Bond No. C 310F!45
KNOW A~~1~rT~Yc'gi~~,~:1~~'T~Tr'c6~'~;A~ey. the undersigned,
A CALIFORNIA CORPORATION
as Principal, and
PACIFIC INDEMNITY COMPANY
A CALIFORNIA CORPORATION
and firmly bound unt.o C/Tf.I &F C/f.-t<..OL/
/
in the penal sum of /-::;Uc 1l~f((,J:::;UT (5<10) 6F
as surety, are hereby held
as owner
-
/ UTA-I-
/)/11 OCA."v T t5r LJ
for the payment of which, well and truly to be made, we hereby jointly and sever-
ally bind ourselves, our heirs, executors, administrators, successors and assigns.
Signed, this
/ :)Tfr day 0 f
~f-7'
, 19123.
The condition of the above obligation is such that whereas the Principal has
submitted to
f.-J T LI
1
()F
&, t-(Co 'I
a certain Bid,
attached
for the
hereto and hereby
Co/us Ire u. C-"lJ N
!~K.
made a part hereof to enter Into
a contract in writi~g.
or-
/ E:IJ A)IJ
Co/peT
CO/1?PLG Y
;f)oRTIfS (/)(3'
tlT(j
/
IllI j). ~()
C,/..teo; ,
jEC~
;Uo.
(,LJ.h.IF. OSb 1f?5
I
dF
C /r/... IF 61Z tU 1""--
NOW, THEREFOR,
(a) If said Bid shall be rejected, or in the alternate,
(b) If said Bid shall be accepted and the PrincipII shall execute and deliver
a contract in the Form of Contract attached hereto (properly completed in
accordance with said Bid) and shall furnish a bond for his faithful per-
formance of said contract, and for the payment of all persons performing
labor or furnishing materials in connection tberewith, and shall in all
other respects perform the agreement created by the acceptance of said Bid,
then this obligation shall be void, otherwis~ the same shall remain in force and ef-
fect; it being expressly understood and agreed that the liability of the Surety for
any and all claims hereDnder shall, in no event, exceed the penal amount of this ob-
ligation as herein stated.
\
(-
.
The Surety, for value received. hereby stipulates and agrees that the Obligations
'of s~idSurety and its bond shall be in no ,way impai red or affected by any extension
uf the time within which the Owner may accept such Bid; and said Surety does hereby
waive notice of any such extension.
IN WITNESS WHEREOF, the PrinCipal and the Surety have hereunto set their hands
and seals, and such of them as are corporations have caused their corporate seals to
be hereto affixed and these presents to be signed by their proper officers. the day
and year first set forth above.
SEAL
! ..
"
'.
.;
GRAN:TE. CONSTRUCTION COMPANY
BY:
i~
Prine ipal
li. E. SCOTT, Pl:tE.SIDEI~rr
PACIFIC INDEMNITY COMPANY
S.r~t1
By:
J~~l,
Fern Stroh, Attorney-in-Fact
tJ \
\
(L.S.)
GPO 927.882
r
STATE OF CALIFORNIA, }
Santa Cruz A.
County of ....___.......____mm_._______________________________..
. 12th Julv 73 Winona cT. Skocko
On thISm.__..._________._______________ day of.m..m___m___...~_________...._...m_ 19._______, before me, ____.__...m__...____'._____m____.mm____________.____...m__._____...._.....m_____"'_'m
a Notary Public in and for said County and State, residing therei n duly commissioned and sworn, personally appeared________oh._mmm
__o____m._____._________.________m_____.'_...._________h...__.._fl?'~m_~.~_gQt!____...__...___..__.__ ..___h._'......._______........___h......______'__'h.___.._____._____....______________.________mmh_m__m..______
known to me to be the duly authorized Attorney-in-Fact of PACIFIC INDEMNITY COM-
PANY, and the same person whose name is subscribed to the within instrument and he (she)
acknowledged to me that he (she) subscribed his (her) own name as the Attorney-in-Fact for and
on behalf of PACIFIC INDEMNITY COMPANY,
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the
day and year in this Certificate first above writt en.
~~ I ~ 12: i ~ t: I ~ Ii Ii J J ~ ~ II! t! jj;:: ~:= r ~ ~ ~ :-:1: ~ e!;l ~; ~:! ~ J ~ ~ ~ ~ f ~ ~ r, ~ ~.Ii: j;: l? ::~
E ()FFlt':lf-\!. <:Ef\L r~
~ VV!f\JClf'J.,L\ J. :';:\i.)'~:I<O ~
~ /::~~;,~';;~f::';\!:~l0~::;r';,ii;!R::~Y2~:~~ ~~
:: Niy Commission ExpireS ~"~2Y 11, 197/ r~
~! 1 ~ i, ~ ~ ~ ~ i' ~ ~:: ~ 1 ~ 0:::.:;;;'; ~ J J ~.~ ~!lac 2 ~ ~.~ iJ:i;; ~; ~.: .~. ~ ~!':;.j ~t: it Ii" 2.'i:l iU
/
,//) )/ .
--,,/....-:-::...--~.'_..."'_A..........<__:h."'_'m__~._.__c..,_::-:::;(:dm~_~"._':_m6~_.<.:!h__._____...__._.m_
Notary Public in and fOL_omm~_~~_~,~____s:_E_::~_.___"__ County, State of California
Form GlOOO Rev. F (568)
m Pf,~IFIG ltW~f.',mY CCMPl.f~Y
HOME OrFIC[' LOS ANGf-:LES. CALIFORNIA
o TEXAS PACiFiG If-(DEMlilT\' Cmr.r';f~Y
HOME OFFICE: DALLAS. TEXAS
..
[J HGRTHWESTEi:t-i PACIFIC INDEMNITY COMPANY
HOME OFFICE:: POR1-LAND, OREGON
Power of P,tforn€'y
KNOW ALL MEN BY THESE PRESENTS, that the..... F'A.C;::I.F.rC;::.JNP.~MJiJT.X...~9.M.:P.A)\{i'............uu.u..
' (1 S f Cal Hornia b th 't fIt' d t d b 't B d f
a corporatlOn o. t 1e tate o...u......;..............................., y au on y 0 a..,rGso u IOn a op e 6' 1 soar 0
Directors at a meeting coiled and held on the........?~:11 ..............day oL.J'.?~.:.~~.:.Y.......__, 19.~....., which said
resolution is still in full force and effect and of which the following is a true and complete copy:
"RESOLVED, thai the President or any Vice.President may from time to time appoint Resident Vice.Presidents, Resident
Assistant SE>cretaries and A lfomC!ys.in.F'acl to represent and act for and on behalf of the Company, and either the President. or
any Vice.President. the Boord 01 Directors or the ExeC'Utive Committee may at any time remove any such Resident Vice.President
or Resident Assistant Secl8turies and Attorneys.in.Fact and revoke thE> power and authority given him; and be it further
"RESOLVED, that Attorneys.in.Fact may bC' given full power and authority to execute for and in the name and on behalf of
the Company, any and all bonds, recognizances, contracts of Indemnity and other writings obligatory in the nature of a bond,
recognizance or conditional undertaking, and any such instrument executed by any such Attorney.in,Fact shall be as binding
upon the Company as il signed by the President and sealed and attested by the S8cretary; and be it further
"RESOLVED, that the Attorneys.in.Fact are hereby authorize d to veril; any affidavit required to be attached to bonds, recog.
nizances or contracts oi indemnity, policies of insurance and all other writings obligatory In the nature thereof."
does hereby make, constitute and appoint
FERN STROH
its true and lawful Attorney-in-Fact, with full power and authority to make, execute and deliver, for it, in its
name and in its behalf, as surety any ~nd all bonds and undertakings of suretyship. (This
Power of Attorney supersedes all Powers of Attorney-formerly issued to Fern Str9h)
And the execution of such bonds or undertakings, in pursuance of these presents, shall be as binding upon
the said Corporation, as fully and amply, to all intents and purposes, as if they had been duly executed and
acknowledged by the regularly elected officers of the said Corporation in their own proper persons.
IN WITNESS WHEREOF, the .__...__..~A. g~!'J..gJ~P?!.M.~~.T Y....g9M.~A.NY..____...____..______.u..... __.m__m__....
has caused these presents to be signed by its Vice-President and itz corporate seal to be hereto affixed, duly
attested by its Assistant Secretary, this__.5th.____. day oL.--.--m----.3une..__m..n.m.m.____.n. A.D. 19 --6.9m__.
A Hest: __ on __~n M ~.~ y.~.~~__s:.? ~ !?~E~__u..n __'n.__ ___..... __.. on...
Assislant Secretary.
By......n......!~...y!~....~~.y..~~.::.~L..!..:..~.n......... ...__ U''''n''''''
Vlce.President.
STATE OF CALIFORNIA,
COUNTY OF LOS ANGELES
f ss.:
5th June 69
On thls....n.mm...............nnn.n......__.day oL.....m.n.........n.m.nn...n....n..u.nuu.....m...mu.....mu..n.u......uA. D. 19........, before me personally came
.............;r.~.....W.~..nM.?-.YE.?_.E.9:!..u.r!..~nn............unmm.....n..um.un.....nm.n.u...u..um......m.uu...m.......nn.....nm.lo me known, who, being by me duly
sworn, did depose and say, that 'he resides in the City of Los Angeles, California; thai he is the Vice-President of them..nP~.~Jft~u...n.nn...
........ ~:r2~. ~ ~.~ ~Y.. g.? ~p..~ !l:Y............. no...................................................... __....... ___... __. .............. __......... __ __. ... __.............. __"""'"
the corporation described in and which executed the above instrument; that he knows the seal of said corporation, that the seal affixed
10 the said instrument is such corporate seal; thall! was so affixed by order of the Board of Direclors of said corporation, and that he signed
his name thereto by like order.
STATE OF CALIFORNIA,
COUNTY OF LOS ANGELES
f ss.:
nm.A.rJ~g.nn.C......,I?.W;g.y.n.u._......n""".............mu.mu..............n..m....
Notary Public.
My commission expires April 10, 1972
(Notarial Seal)
I, ..........-- ~.~~. ~y.__ !::.:...?? .~~~. ~.......... .__. __....u..n --.... __.. __....... .___Assistan t Secretary of the... __.... __... ..n.__... __n___.... ..__.
--;P.?-.~.iU.~.}:r:;q.~.~J~y___.~.Q~P..~!-l:y.n.__..___..__m__.' do hereby certify that the above and foregoing is a true and
correct copy of a Power of Attorney, executed by said,--.....P?:.<;Ui.~__h~qg.mgtty'...C;::gn).l?~:r:;Y..n..._______.........."u
which is still in force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said Company, at the City
of Los Angele~;, lhis----....n....__..12tb..__:......day oL....----.......--...--.__.....J~JY.__.........__.........__....__....___...A. D. 19..3.?
Form GIIIO Rev. 830M 866
,-/2' . C2. +Lcu/U
........... .:.g~.--...............--......... ....................... ...........
t:7 (/ fY Assistant Secretary.
,
\
,.._,.".'"'t'O'-_"#_-"~_",, 0.......,'.'..... ..'~---~...-.":T....-. r'.
\ .
, \ \ \ \
':.:' 1\"'.,
"
1
[
TENNIS COURT COMPLEX - NORTHSIDE PARK, CITY OF GILROY
ADDENDUM # 1
A. DRAWl NGS
Item # 1. Sheet Ll. Detail I/Ll.
a. Change the 1 1/211 A.C. level ing course to 211 A.C. level ing course.
b. Change the 3/411 surface course to 111 surface course.
B. SPECIFICATIONS
Item # 1. Division 7 Tennis Courts.
a. Paragraph 7 Surface course--Delete the entire paragraph and sub-
stitute the following:
7. Surface Course -- A surface level ing course of 111 thickness
shall be constructed on the completed asphalt
concrete base.
A. Surface courSe aggregate shall be stone screenings and
plaster sand. Stone screenings shall be clean, sound
gravel or crushed stone graded as follows:
Passing 3/811 screen - 100%
Passing 1/411 screen 30-70%
Passing # 10 sieve 0-2%
Plaster sand shall be clean, free from silt or clay and
graded as follows:
Passing # 10 sieve 100%
Passing # 40 sieve 40-70%
Passing # 80 sieve 10-30%
Passing # 200 sieve 0-2%
B. The Surfacing mix shall be proportioned as follows:
PARTS BY VOLUME
MIX FOR 4 Cubic Foot BATCH
3 Stone Screen i ngs 3/811-1/811
4 Plaster Sand
1 Asbestos Aggregate
1 1/3 Tennis Court Emulsion
11 Gals. (1.5 Cubic Foot)
15 Gals. (2.0 Cubic Foot)
3.7 Gals. (0.5 Cubic Foot)
5.2 Gals.
C. The mixing shall conform to manufacturer's standards. Suf-
ficient water shall be added to obtain a smooth creamy semi-
flowing consistency.
.- .
D. Screed Strips shall be 1" in height and shall be placed so ,
that they shall not be over joints in the base course.
They shall be accurately set to grade.
E. The mix shall be placed, struck off, and rolled and smoothed.
-r
I
I
TENNIS COURT COMPLEX- NORTHSI~E PARK, CITY OF GILROY--ADDENDUr)1 # 1, PAGE 2.
F. The finished surface course shall not vary more than 1/811 as
measured with a 10 ft. straight-edge. Any minor depression
or damage areas shall be filled to grade with a mixture pro-
portioned as follows:
CUBIC FOOT BATCH
2 Gals. Plaster Sand
2 Gals. Carpet Coat surfacer
1/8 Gal. Tennis Court Emulsion SS-2H
G. The surface course shall be thoroughly dry, set, and clean
before applying further courses.
HUD-4238-F
(6-661
CONTRACT
TIllS AGREEMENT, made this
day of
, 19-,hy and
between
, herein called "Owner," acting
(Corporate Name of Owner)
herein through its
,and
(Title of Authorized Official)
STRIKE OUT
INAPPLICABLE
TERMS
(a corporation) (a partnership)
(an individual doing business as
)
of
, Count)' of
, and Stale of
hereinafter called "Contractor."
WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be
made and performed by the OWNER, the CONTRACTOR hereby agrees with the O\VNER to commence and complele
the construction describcd as follows:
hereinafter called lhc project, for the sum of Dollars
(S ) and all extra work in connection therewith, under the terms as stated in the General and Special Con-
ditions of the Contract; and at his (its or their) own proper cost and expense to furnish all the materials, supplies,
machinery, equipment, tools, superintendence, labor, insurancc, and other accessories and services necessary to com-
plete lhe said project in accordance with the conditions and prices stated in the Proposal, the General Conditions, Sup-
plemental Gencral'Conditions and Special Conditions of the Contract, the plans, which include all maps, plats, blue
prints, and othcr drawings and printed or written explanatory matter thereof, the specifications and contract documents
therefor as prepared by , herein entitled the Architect/Engineer,
and as enumerated in Paragraph 1 of the Supplemental General Conditions, all of which are made a part hereof and col-
lectively evidence and constitute the contract.
The Contractor hereby agrees to commence work under this contract 011 or before a date to be specified in a
written "Notice to Proceed" of the Owner and to fully complete the project within_ consecutive calendar days
thereafter. The Contractor further agrees to pay, as liquidated damages, the sum of::; for each consecu-
tive, calcndar day thereafter as hereinafter provided in Paragraph 19 of the Generdl Conditions.
The OWNER agrees to pay the CONTIV\CTOR in current funds for the performance of the contract, suLject to
additions and deductions, as provided in the General Conditions of thc Contract, and to make payments on account
thereof as provided in Paragraph 25, "Payments to Contractor," of the General Conditions.
td '
,
IN WITNESS WHEREOF, the partirs to these presents have executed tliis contract in six (6) counterparts, each
of which shall he decmed an oribrinal, in the y<~ar and day first above mcntioned.
(Seal)
A TrEST:
(Owner)
By
(Secretary)
(Title)
(Witness)
(Seal)
(Contractor)
By
(Secretary)
(Title)
(Witness)
(Address Bnd Zip Code)
NOTE: Secretary of the Owner should attest. If Contractor is a corporation, Secretary should attest.
HUD-42J8.F 16-661
GP 0 869.380
'" '
\
PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS: That we.
(Name of Contractor)
a
(Corporation. Partenhip, or Individual)
hereinafter called II Principal" and
(SuretJ)
of
, State of
hereinafter
. ~". ~: ;~
caUed the "Surety". are held and firmly bound into.
(Owner)
of
, hereinafter
(City and State)
'-I,
called "Owner", in the penal sum of
..
\_ " ~ , ": . ": 'l' ~
- . ..-. .-'." ..
h,' If
Dollars
($'
to be made, we
firmly by these
) in lawful money of the United States, for the payment of which sum well and truly
bind ourselves, our heirs, e xecu tors, adminis trators andsllccessors, jOinliy and se verally ,
presents. ,.,......'
. .~. >-:':' ;-.";' :
THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain
contract with the Owner, dated the day of . 19_, a copy of which is
hereto attached and made a part hereof for the construction of:
,";. .". ~ .~;:: I".
~ t.;.
., I,;, ':.
I. .~r_.'. ~4::""~' .. :..;j:'.~~:
NOW, THEREFORE, if the Principal shall well, truly and faithfullJ perform its duties, all the under-
takings, covenants, terms, conditions, and agreements of said contract dlHing the originat: term thereof, and
any extensions thereof which may be granted by the Owner, with or withO'Jt notice to the Surety. and if he
shall satisfy all claims and demands incurred under suctr contract, and silall fully indemnify and save harm-
less the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall re-
imburse and repay the Owner all outlay and expense which the Owner mar incur in making good any default,
then this obligation shall be void; otherwise to remain in full force and eHect.
PROVIDED, FURTHER, that the said Surety, for value received hereby stipulates and agrees that no
change, extension of time, alteration or addition to the terms of the contact' or to the work to be. performed
thereunder or the specifications accompanying the same shall in any wise affect its obligation on this bond,
and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of
the contract or to the work or to the specifications.
i~HUD"'238.H (11.67) Previous editions are obsolete
.,.....
l' , .~ \
..
PROVIDED, F;URTHER, that no final settlement between the Owner and the Contractor shall abridge
the right of any beneficia"ry hereunder, whose claim may be unsatisfied_
IN WITNESS WHEREOF, this instrument is executed in six (6) counterparts, each one of which shall
be deemed an original, this lhe day of " 19__
ATTEST:
Principal
(Principal) Secretary
( SEAL)
By
(8)
(Addreas.-Zip Code)
Witne... BS to Principal
(Addrea...Zip Code)
Surety
A TTE8T:
By
Attomey-In-"-ect
(Surety) Secretory
(SEAL)
(Addft.s.-Zip Code)
Witn",.. a. to Surety
(Addte....Zip Code)
NOTE: Da.le of Bond must not be prior to date of Contract_
If Contraclor is Partnership, all partners should execute bond
Gr 0 U5.534
HUo.~238.H (11-67)
L
... ,
PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS: That we
(Name of Contractor)
a
(Corporation. Partnership. or Individual)
hereinafter called "Principal" and
(Surety)
of
, State of
hereinafter called the "Surety", are held and firmly bound unto
of
(Owner) (CI ty and State)
hereinafter called "Owner", in the penal sum of
Dollars ($
payment of which sum well
executors, administrators
presents.
) in lawful money of the Uni ted States, for the
and truly to be made, we bind ourselves, our heirs,
and successors, jointly and severally, firmly by these
THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal en-
tered into a certain contract with the Owner, dated the day of
19____, .a copy of which is hereto attached and made a part hereof for the con-
struction of:
NOW, THEREFORE, if the Principal shall promptly make payment to all persons,
firms, subcontractors, and corporations furnishing materials for or performing
labor in the prosecution of the work provided for in such contract, and any au-
thorized extension or modification thereof, including all amounts due for ma-
terials, lubricants, oil, gasoline, coal and coke, repairs on machinery, equip-
ment and tools, consumed or used in connection with the construction of such
wotk, and all insurance premiums on said work, and for all labor, performed in
such work whether by subcontractor or otherwise, then this obligation shall be
void; otherwise to remain in full force and effect.
c-
PROVIDED, FURTHER, that the said surety, for value received hereby stip-
ulates and agrees that no change, extension of time, alteration or addition to
the terms of the contract or to the work to be performed thereunder or the speCi-
fications accompanying the same shall in any wise affect its obligation on this
bond, and it does hereby waive notice of any such change. extension of time,
alteration or addition to the terms of the contract or to the work or to the
specifications.
.
HUD-4238-! (11-67) Previous Editions are Obsolete
\
PROVIDED, FURTHER, that no final settlement between the Owner and the Con-
tractor shall abridge the right of any beneficiary hereunder, whose claim may
be unsatisfied.
IN WITNESS WHEREOF, this instrument is executed in six (6) counterparts,
each one of which shall be deemed an original, this the day of
19_,
ATTEST:
Principal
(Principal)
S~cr~tary
B.)
( S)
(SEAL)
, (Address-Zip Code)
fitneSS as to Principal
(Address-Zip Code)
Surety
ATTEST:
(Surety)
(SEAL)
Secr~tar14
By
Attorn~y-in-Fllct
ritn~.s /IS to S~r~ty
(Address-Zip Code)
(Addess-Zip Code)
NOTE: Date of Bond must not be prior to date of Contract.
If Contractor is Partnership. all partners should execute bond
HUD-4238-1 (1]-67)
U. S. QOlIERNMENT PRINTING OFFICE: usa 0 - 328.490
\
6'-0"
PROJECT SIGN
The Contractor shall fabricate and erect a project sign substantially
in accordance with the drawing below. The sign shall be made from 3/4
inch plywood, placed in a prominent location with the approval of the
City and landscape Architect, and ~laintained in good condition until
completion of the project.
CITY OF GILROY
CALIFORNIA
NORTHSIDE PARK TENNIS COURT COMPLEX
AIDFD BY $46,000 FEDERAL GRANT
OPEN SPACE LAND PROGRAM
PROJECT NO. CALIF. OSD 475
U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
ROYSTON, HANAMOTO, BECK & ABEY
Landscape Architects
SO Green Street
San Francisco
NAME OF CONTRACTOR
Address
Robert C. Stern- Electrical Engineer
8'-0"
u.s. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
WATER AND SEWER FACILITIES GRANT PROGRAM
GENERAL CONDITIONS
1. Contract and Contract Documents
The project to be constructed pursuant to this contract will be financed with assistance
from the Department of Housing and Urban Development and is subject to all applicable
Federal laws and regulations.
The Plans, Specifications and Addenda, hereinafter enumerated in Paragraph 1 of the
Supplemental General Conditions shall form part of this Contract and the provisions thereof
shall be as binding upon the parties hereto as if they were herein fully set forth. The table
of contents, titles, headings, running headlines and marginal notes contained herein and in
said documents are :;olely to facilitate reference to various provisions of the Contract
Documents and in no way affect, limit or cast light on the interpretation of the provisions
to which they refer.
Contents*
1. Contract and Contract Documents
2. Definitions
3. Additional Instructions and Detail
Drawings
4. Shop o,r Setting Drawings
5. Materials, Services, and Facilities
6. Contractor's Title to Materials
7. Inspection and Testing of Materials
8. "Or Equal" Clause
9. Patents
10. Surveys, Permits and Regulations
11. Contractor's Obligations
12. Weather Conditions
13. Protection of Work a,nd Property--
Emergency
14. Inspection
15. Reports, Records and Data
16. Superintendence by Contractor
17. Changes in Work
18. Extras
19. Time for Completion and Liquidated
Damages
20. Correction of Work
21. Subsurface Conditions Found Different
22. Claims for Extra Cost
23. Right of Owner to Terminate Contract
24. Construction Schedule and Periodic
Estimates
25. Payments to Contractor
26. Acceptance of Final Pay.ment as Release
27. Payments by Contractor
28. Insurance
.See alphabetical subject Index at end.
HUD-4238S (9-70) Pr.vious .dltion is obsol.'.
29. Contract Security
30. Additional or Substitute Bond
31. Assignments
32. Mutual Responsibility of Contractors
33. Separate Contracts
34. Subcontracting
35. Architect/Engineer's Authority
36. Stated Allowances
37. Use of Premises and Removal of Debris
38. Quantities of Estimate
39. Lands and Rights-of- Way
40. General Guaranty
41. Conflicting Conditions
42. Notice and Service Thereof
43. Required Provisions Deemed Inserted
44. Protection of Lives and Health
45. Subcontracts
46. Equal Employment Opportunity
47. Interest of Member of Congress
48. Other Prohibited Interests
49. Use Prior to Owner's Acceptance
50. Photographs
51. Suspensicn of Work
52. Minimum Wages
53. Withholdh.g Payments
54. Payrolls and Payroll Records
55. Apprentices
56. Complial11:e with Copeland Anti-Kick-
back Act
57. Overtime'
58. Signs
59. Employment Practices
60. Contract Termination; Debarment
2. Definitions
The following terms as used in this contract are respecthrely defined as follows:
(a) "Contractor,": A person, firm or corporation with whom the contract is made by the
Owner.
(b) "Subcontractor": A person, firm or corporation supplying labor and materials or only
labor for work at the site of the project for, and under separate contract or agreement
with, the Contractor.
(c) "Work on (at) the project": Work to be performed at the location of the project, includ-
ing the transportation of materials and supplies to or from the location of the project
by employees of the Contractor and any Subcontractor.
3. Additional Instructions and Detail Drawings
The Contractor will be furnished additional instructions and detail drawings as necessary
to carry out the work included in the contract. The additional drawings and instructions
thus supplied to the Contractor will coordinate with the Contract Documents and will be so
prepared that they can be reasonably interpreted as part thereof. The Contractor shall
carry out the work in accordance with the additional detail drav...ings and instructions. The
Contractor and the Architect/Engineer will prepare jointly (a) a schedule, fixing the dates
at which special detail drawings will be required, such drawings, if any, to be furnished
by the Architect/Engineer in accordance with said schedule, and (b) a schedule fixing the
respective dates for the submission of shop drawings, the beginning of manufacture, test-
ing and installation of materials, supplies and equipment, and the completion of the various
parts of the work; each such schedule to be subject to change from time to time in accord-
ance with the progress of the work.
4. Shop or Setting Drawings
The Contractor shall submit promptly to the Architect/Engineer two copies of each shop
or setting drawing prepared in accordance with the schedule predetermined as afores aid.
After examination of such drawings by the Architect/Engineer and the return thereof, the
Contractor shall make such corrections to the drawings as have been indicated and shall
furnish the Architect/Engineer with two corrected copies. If requested by the Architect/
Engineer the Contractor must furnish additional copies. Regardless of corrections made in
or approval given to such drawings by the Architect/Engineer, the Contractor will never-
theless be responsible for the accuracy of such drawin~s and for their conformity to the
Plans and Specifications, unles s he notifies the Architect/ Engineer in writing of any devia-
tions at the time he furnishes such drawings.
5. Materials, Services, and Facilities
(a) It is understood that except as otherwise specifically stated in the Contract Documents,
the Contractor shall provide and pay for all materials, labor, tools, equipment, water,
light, power, transportation, superintendence, temporary construction of every nature,
and all other services and facilities of every nature whatsoever necessary to execute,
complete, and deliver the work within the specified time.
(b) Any work necessary to be performed after regular working hours, on Sundays or Le'gal
Holidays, shall be performed without additional expense to the Owner.
6. Contractor's Title to Materials
No materials or supplies for the work shall be purchased by the Contractor or by any Sub-
contractor subject to any chattel mortgage or under a conrlitional sale contract or other
agreement by which an interest is retained by the seller. The Contractor warrants that
he has good title. to all materials and supplies used by him in the work, free from all
liens, claims or encumbrances.
2
HUD-.(238S (9-70)
7. Inspection.and Testing of Materials
(a) All materials and equipment used in the construction of t},e project shall be subject to
adequate inspection and testing in accordance with accepted standards. The laboratory
.01' inspection agency shall be selected by the Owner. The Owner will pay for all labo-
ratory inspection service direct, and not as a part of the contract.
(b) Materials of construction, particularly those upon which the strength and durability
of the structure may depend, shall be subject to inspection and testing to establish con-
formance with specifications and suitability for uses intended.
8. "Or Equal" Clause
Whenever a material, article or piece of equipment is identified on the plans or in the
specifications by reference to manufacturers I or vendors' Il2imes, trade names, catalogue
numbers, etc., it is intended merely to establish a standard; and, any material, article, or
equipment of other manufacturers and vendors which ",'ill perform adequately the duties
imposed by the general design will be considered equally acceptable provided the material,
article, or equipment so proposed, is, in the opinion of the Architect/Engineer, of equal
substance and function. It shall not be purchased or installed by the contractor without the
Architect/Engineer's written approval.
9. Patents
(a) The Contractor shall hold and save the Owner and its officers, agents, servants, and
employees harmless from liability of any nature or kind, including cost and expenses
for, or on account of, any patented or unpatented invention, process, article, or appliance
manufactured or used in the performance of the contract, including its use by the
Owner, unless otherwise specifically stipulated in the Contract Documents. ,
(b) License or Royalty Fees: License and/or Royalty Fees fnr the use of a process which
is authorized by the Owner of the project must be reasonc;ble, and paid to the holder of
the patent, or his authorized licensee, direct by the Owr..er and not by or through the
Contractor.
(c) If the Contractor uses any design, device or materials covered by letters, patent or
copyright, he shall provide for such use by suitable agreement with the Owner of such
patented or copyrighted design, device or material. It is mutually agreed and under-
stood, that, without exception, the contract prices shall include all royalties or costs
arising from the use of such design, device or materials, in any way involved in the
work. The Contractor and/or his Sureties shall indemnify:md save harmless the Owner
of the project from any and all claims for infringement by reason of the use of such
patented Or copyrighted design, device or materials or any trademark or copyright in
connection with work agreed to be performed under this contract, and shall indemnify
the Owner for any cost, expense or damage which it may be obliged to pay by reason
of such infringement at any time during the prosecution of the work or after completion
of the work.
10. Surveys, Permits, and Regulations
Unless otherwise expressly provided for in the Specifications.the Owner will furnish to the
Contractor all surveys necessary for the execution of the work.
The Contractor shall procure and pay all permits" licenses and approvals necessary for
the execution of his contract.
The Contractor shall comply with all laws, ordinances, rules, orders, and regulations re-
lating to performance of the work, the protection of adjacent property, and the maintenance
of passageways, guard fences or other protective facilities.
11. Contractor's Obligations'
L
The Contractor shall and will, in good workmanlike manner. do and perform all work and
furnish all supplies and materials, machinery, equipment, facilities and means, except as
3
. I
HUD-<4238S (9-70)
herein otherwise expressly specified, necessary or proper to perform and complete all the
work required by this contract, within the time herein specified, in accordance with the
provisions of this contract and said specifications and in accordance with the plans and
drawings covered by this contract any and all supplernentalplans and drawings, and in
accordance with the directions of the Architect/Engineer as given from time to time during
the progress of the work. He shall furnish, erect, maintain, and remove such construction
plant and such temporary works as may be required.
The Contractor shall observe, comply with, and be subject to all terms, conditions, require-
ments, and limitations of the contract and specifications, a!ld shall do, carryon, and com-
plete the entire work to the satisfaction of the Architect/Engineer and the Owner.
12. Weather Conditions
In the event of telnporary suspension of work, or during inclement weather, or whenever the
Architect/Engineer shall direct, the Contractor will, and will cause his subcontractors to
protect carefully his and their work and materials against damage or injury from the
weather. If, in the opinion of the Architect/Engineer, any work or materials shall have
been dan"\aged or injured by reason of failure on the part of the Contractor or any of his
Subcontractors so to protect his work, such materials shall be removed and replaced at
the expense of the Contractor.
13. Protection of Work and Property--Emergency.
The Contractor shall at all times safely guard the Owner's property from injury or loss in
connection with this contract. He shall at all times safely guard and protect his own work,
and that of adjacent property from damage. The Contractor shall replace or make good any
such damage, loss or injury unless such be caused directly-by errors contained in the .con-
tract or by the Owner, or his duly authorized representatives.
In case of an emergency which threatens loss or injury of property, and/or safety of life,
the' Contractor will be allowed to act, without previous instructions from the Architect/
Engineer, in a diligent manner. He shall notify the Architect/Engineer immediately there-
after. Any claim for compensation by the Contractor due to such extra work shall be
promptly submitted to the Architect/Engineer for approval.
Where the Contractor has not taken action but has notified the Architect/Engineer of an
emergency threatening injury to persons or damage to the work or any adjoining property,
he shall act as instructed or authorized by the Architect/Engineer.
The amount of reimbursement claimed by the Contractor on account of any emergency
action shall be determined in the manner provided in Paragraph 17 of the General Condi-
tions.
14. Inspection
The authorized representatives and agents ofthe DepartmeIltof Housing and Urban Develop-
ment shall be permitted to inspect all work, materials6 payrolls, records of personnel,
invoices of materials, and other relevant data and records.
15. Reports, Records, and Data
The Contractor shall submit to theOVvlIer such schedule t3f quantities and costs, progress
schedules, payrolls, reports, estimates, records and other data as the Owner may request
concerning work performed or to be performed under this contract.
16. Superintendence by ~ontr.actor
At the site of the work the Contractor shall employ a construction superintendent or fore-
man who shall have full authority to act for the Contractor. It is understood that such
representative shall be acceptable to the Architect/Engineer and shall be one who can be
continued in that capacity for the particular job invoh-ed unless he ceases to be on the
Contractor's payroll. '
4
HUO-4238S (9-70)
(
17 Changes in Work
No changes in the work covered by the ?pproved Contract Documents shall be made with-
out having prior written approval of the Owner. Charges or cr"edits for the work covered
by the approved change shall be determined by one or more, or a combination of the fol-
lowing methods:
.
I
I
, t
(a) Unit bid prices previously approved.
(b) An agreed lump sum.
(c) The actual cost of:
1. Labor, including foremen;
2. Materials entering permanently into the work;
3. The ownership or rental cost of construction plant and equipment during the time of
use on the extra work;
4. Power and consumable supplies for the operation of power equipment;
5. Insurance;
6. Social Security and old age and unemployment contributions.
To the cost under (c) there shall be added a fixed fee to be agreed upon but not to exceed
'fifteen percent (15%) of the actual cost of the work. The fee shall be compensation to
cover the cost of supervision, overhead, bond, profit and any other general expenses.
18. Extras
Without invalidating the contract, the Owner may order extra work or make changes by
altering, adding to or deducting from the work, the contract sum being adjusted accordingly,
and the consent of the Surety being first obtained where necessary or desirable. All the
work of the kind bid upon shall be paid for at the price stipulated in the proposal, and no
claims for any extra work or materials shall be allowed unless the work is. ordered in
writing by the Owner or its Architect/Engineer, acting officially for the Owner, and the
price is stated in such order.
19. Time for Completion and Liquidated Damages
It is hereby understood and mutually agreed, byand between the Contractor and the Owner,
that the date of beginning and the time for completion as specified in the contract of the
work to be done hereunder are ESSENTIAL CONDITIONS of this contract; and it is further
mutually understood and agreed that the work embraced in this contract shall be commenced
on a date to be specified in the "Notice to Proceed."
The Contractor agrees that said work shall be prosecuted regularly, diligently, and un-
interruptedly at such rate of progress as will insure full completion thereof within the
time specified. It is expressly understood and agreed, by and between the Contractor and
the Owner, that the time for the completion of the work described herein is a reasonable
time for the completion of the same, taking into consideration the average climatic range
and usual industrial conditions prevailing in this locality.
If the said Contractor shall neglect, fail or refuse to complete the work within the time
herein specified, or any proper extension thereof granted by tbe Owner, then the Contractor
does hereby agree, as a part consideration for the awarding of this contract, to pay to the
Owner the amount specified in the contract, not as a penalty mut as liquidated damages for
such breach of contract as hereinafter set forth, for each aJId every calendar day that the
Contractor shall be in default after the time stipulated in the contract for completing the
work.
The said amount is fixed and agreed upon by and between the Contractor and the Owner
because of the impracticability and extreme difficulty of fixirg and ascertaining the actual
damages the Owner would in sucheventsustain, and said amoUl'lt is agreed to be the amount
of damages which the Owner would sustain and said amount shall be retained from'time
to time by the Owner from current periodical estimates.
It is further agreed that time is of the essence of each and every portion of this contract
and of the specific.ations wherein a' definite and certain length of time is fixed for the
performance of any act whatsoever; and where under the contract an additional time is
5
HUD-~238S (9-70)
allowed for the completion of any work, the new time limit fixed by such extension shall
be of the essence of this contract. Provided, that the Contractor shall not be charged
with liquidated damages or any excess cost when the Owner determines that the Contractor
is without fault and the Contractor's reasons for the t:me extension are acceptable to
the Owner; Provided, further, that the Contractor shall not be charged with liquidated
damages or any excess cost when the delay in completion of the work is due:
(a) To any preference, priority or allocation order duly issued by the Government;
(b) To unforeseeable cause beyond the control and without the fault or negligence of the
Contractor, including, but not restricted to, acts of God, or of the public enemy, acts
of the Owner, acts of another Contractor in the performance of a contract with the
OWner, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes,
and severe weather; and
(c) To any delays of Subcontractors or suppliers occasioned by any of the causes specified
in subsections (a) and (b) of this article:
Provided, further, that the Contractor shall, within ten (10) days from the beginning of
such delay, unless the Owner shall grant a further period of time prior to the date of final
settlement of the contract, notify the Owner, in writing, of the causes of the delay, who
shall as ce rtain the facts and extent of the delay and notify the Contractor wi thin areas on-
able time of its decision in the matter.
20. Correction of Work
All work, all materials, whether incorporated in the work or not, all processes of manu-
facture, and all methods of construction shall be at all times and places 'subject to the
inspection of the Architect/Engineer who shall be the fir-al judge of the quality and suit-
ability of the work, materials, processes of manufactx::e, and methods of construction
for the purposes for which they are used. Should they fail to meet his approval they shall
be forthwith reconstructed, made good, replaced and/or corrected, as the case may be,
by the Contractor at his own expense. Rejected material shall immediately be remo',red
from the site. If, in the opinion of the Architect/Engi:;.eer, it is undesirable to replace
any defective or damaged materials or to reconstruct or correct any portion of the work
injured or not performed in accordance with the ContractDocuments, the compensation to
be paid to the Contractor hereunder shall be reduced by such amount as in the judgment
of the Architect/Engineer shall be equitable.
21. Subsurface Conditions Found Different
Should the Cor.tractor encounter sub-surface and/or latent conditions at the site materially
differing from those shown on the Plans or indicated in tl-.e Specifications, he shall imme-
diately give notice to the Architect/Engineer of such conoctions before they are disturbed.
The Architect/Engineer will thereupon promptly investig2.te the conditions, and if he finds
that they materially differ from those shownonthe Plans cr indicated in the Specifications,
he will at once make such changes in the Plans and/or Specifications as he may find nec-
essary, any increase or decrease of cost resulting from such changes to be adjusted in
the manner provided in Paragraph 17 of the General Conditions.
22. Claims for Extra Cost
No claim for extra work or cost shall be allowed unless the same was done in pursuance
of a written order of the Architect/Engineer approved by the Owner, as aforesaid, and
the claim presented with the first estimate after the charged or extra work is done. When
work is performed under the terms of subparagraph l7{t) of the General Conditiont;, the
Contractor shall furnish satisfactory bills, payrolls ad vouchers covering all items of
cost and when requested by the Owner, give the Owner access to accounts relating thereto.
23. Right of the Owner to Terminate Contract
In the event that any of the provisions of this contract are violated by the Contractor, or by
any of his st~bcontractors, the Owner may serve written notice upon the Contractor and
the Surety of its intention to terminate the contract, such notices to contain the reasons for
6
HUD-4238S (9-701
such intention to terminate the contract, and unless within ten (10) days after the serving
of such notice upon the Contractor, such violation or delay shall cease and satisfactory
arrangement of correction be made, the contract shall, upon the expiration of said ten (10)
days, cease and terminate. In the event of any such termination, the Owner shall imnle-
diately serve notice thereof upon the Surety and the Contractor and the Surety shall have
the. right to take over and perform the contract; Provided, however, that if the Surety does
not commence performance thereof within ten (10) days from the date of the mailing to
such Surety of notice of termination, the Owner may take over the work and prosecute the
same to completion by contract or by force account for the account and at the expense of
the Contractor and the Contractor and his Surety shall be liable to the Owner for any ex-
cess cost occasioned the Owner thereby, and in such event the Owner may take possession
of and utilize in completing the work, such materials, appliances, and plant as may be on
the site of the work and necessary therefor.
24. Construction Schedule and Periodic Estimates
Immediately after execution and delivery of the contract, and before the first partial pay-
ment is m.ade, the Contractor shall deliver to the Owner an estimated construction progress
schedule inforrn satisfactory to the Owner, showing the proposed dates of commencelnent
and completion of each of the various subdivisions of work required under the Contract
Documents and the anticipated amount of each monthly payment that will become due the
Contractor in accordance with the progress schedule. The Contractor shall also furnish on
forms to be supplied by the Owner (a) a detailed estimate giving a complete breakdown of
the contract price an9. (b) periodic itemized estimates ofwork done for the purpose of
making partial payments thereon. The costs employed in making up any of these schedules
will be used only for determining the basis of partial payments and will not be considered
as fixing a basis for additions to or deductions from the contract price.
I !
25. Payments to Contractor
(a) Not later than the 15th day of each calendar month the Owner shall make a progress
payment to the Contractor on the basis of a duly certified and approved estimate of
the work performed during the preceding calendar month under this contract, but to
insure the proper performance of this contract, the Owner sha-ll retain ten percent (I 0%)
of the amount of each estimate until final completion and acceptance of all work
covered by this contract: Provided, that the Contractor shall submit his estimate
not later than the first day of the month; Provided, further, that the Owner at any time
after fifty percent (500/0) of' the work has been completed, if it finds that satisfactory
progress is being made, may make any of the remaining progress payments in full;
Provided, further, that on completion and acceptance of each separate building, public
work, or other division of the contract, on which the price is stated separately in the
contract, payment may be made in full, including retained percentages thereon, less
authori zed deductions.
(b) In preparing estimates the material delivered on the site and preparatory work done
may be taken into consideration.
(c) All material and work covered by partial payments made shall thereupon become the
sole property of the Owner, but this provision shall not be construed as relieving the
Contractor fr.om the sole responsibility for the care and protection of materials and
work upon which payments have been made or the restoration of any damaged work, or
as a waiver of the right of the Owner to require the fulfillment of all of the terms of
the contract.
(dt Owner's Right to Withhold Certain Amo'lnts and Make Application Thereof: The Con-
tractor agrees that he will indemnify and save the Owner harmless from all claims
growing out of the lawful demands of subcontractors, laborers, workmen, mechanics,
materialmen, and furnishers of machinery and parts thereof, equipment, power tools,
and all supplies, including commissary, incurred in the furtherance of the performance
of this contract. The Contractor shall, at the Owner's request, furnish satisfactory
evidence that all obligations of the nature hereinabove designated have been paid, dis-
charged, or waived. If the Contractor fails so to do, then the Owner may, after having
served written notice on the said Contractor, either pay unpaid bills, of which the Owner
has written notice, direct, or withhold from the Contractor's unpaid compensation a
sum of money deemed reasonably sufficient to pay any and all such lawful clarms until
satisfactory evidence is furnished that all liabilities have been fully discharged where-
upon payment to the Contractor shall be resumed, in accordance with the terms of this
(
c
7
HUD-..238S (9-70)
.
"
contract, but in no event shall the prOVISlons of this sentence be construed to impose
any obligations upon the Owner to either the Contractor or his Surety. In paying any
unpaid bills of the Contractor, the Owner shall be deemed the agent of the Contractor,
and any payment so made by the Owner shall be considered as a payment made under
the contract by the Owner to the Contractor and the Owner shall not be liable to the
Contractor for any such payments made in good faith.
26. Acceptance of Final Payment Constitutes Release
The acceptance by the Contractor of final payment s,hall be and shall operate as a release
to the Owner of all claims and all liability to the Contractor for all things done or furnished
in connection with this work and for every act and neglect of the Owner and others relating
to or arising out of this work. No payment, however, final or otherwise, shall operate to
release the Contractor or his sureties from any obligations under this contract or the
Performance and Payment Bond.
27. Payments by Contractor
The Contractor shall pay (a) for all transportation and utility services not later than the
20th day of the calendar month following that in which services are rendered, (b) for all
materials, tools, and other expendable equipment to the extent of ninety percent (900/0) of
the cost thereof, not later than the 20th day of the calendar month following that in which
such materials, tools, and equipment are delivered atthe site of the project, and the balance
of the cost the reof, not late l' than the 30th day following the completion of that part of the
work in or on which such materials, tools, and equipment are incorporated or used, and
(c) to each of his subcontractors, not later than the 5th day following each payment to the
Contractor, the respective amounts allowed the Contractor on account of the work per-
formed by his subcontractors to the extent of each subcontractor's interest therein.
28. Insurance
The ,Contractor shall not commence work under this contract until he has obtained all the
insurance required under this paragraph and such insurance has been approved by the
Owner, nor shall the Contractor allow any subcontractor to commence work on his sub-
contract until the insurance required ofthe subcontractor has been so obtained and approved.
(a) Compensation Insurance: The Contractor shall procure and shall maintain during the
life of this contract Workmen's Compensation Insurance as required by applicable State
or territorial law for all of his employees to be engaged in work at the site of the pro-
ject under this contract and, in case of any such work sublet, the Contractor shall re-
quire the subcontractor similarly to provide Workmen's Compensation Insurance for
all of the latter's employees to be engaged in such work unless such employees are
covered by the protection afforded by the Contractor's Workmen's Compensation Insur-
ance. In case any class of employees engaged in hazardous work on the project under
this contract is not protected under the Workmen's Compensation Statute, the Contractor
shall provide and shall cause each subcontractor toprovide adequate employer's liability
insurance for the protection of such of his employees as are not otherwise protected.
(b) Contractor's Public Liability and ProEerty Damage Insurance and Vehicle Liabilitv
Insurance: The Contractor sh~ll procure 2nd shall maintain during the life of this con-
tract Contractor IS Public Liability Insurance, Contractor's Property Damage Insurance
and Vehicle Liability Insurance in the amounts specified in the Supplemental General
Conditions.
(e) Subcontractor's Public Liability and Property Damage Insurance and Vehicle Liability
Ins~rance: The Contractor shall either (1) require each of his subcontractors to pro-
cure and to. maintain during the life of his subcontract, Subcantractor's Public Liability
and Praperty Damage Insurance and Vehicle Liability Insurance af the type and in the
amaunts specified .in the Supplemental General Conditions specified in subparagraph (b)
hereof or, (2) insure the activities of his policy, specified in subparagraph (b) hereof.
(d) Scope of Insurance and Special Hazards: The insurance required under subparagraphs
(b) and (c) hereof shall provide adequate protection for the Contractor and his subcon-
tractors, respectively, against damage claims which mar arise from operations under
8
HUD-4238S (9-701
this contract, whether such oper::tic'l1s b,:: by the insured or by <:myone directly or in-
directly employed by hirll ,md, also ClgZlinst any elf the special hazards which may be
encountered in the perfonnance of this contract as enumerated in the Supplemental
General Conditions. ' .
(e) Builder's Ri sk II~!'2'!.Ian<:~JXi~e_.a.l1d E_x:te!"l.c1ed_.cov~E~g~J: Until the project is completed
and accepted by the Owner, the Owner, or Contractor (at the Owner's option as indicated
in the Supplemental General Conditions, Form HUD-4238-N) is required to maintain
Builder's Risk Insurance (fire and extended coverage) ona 100 percent completed value
basis on the insurable portionofthe project for the benefit of the Owner, the Contractor,
subcontractors as their interests may appear, The Contractor shall riot include any
costs for Builder's Risk Insurance (fire and extended coverage) premiums during con-
struction unless the Contractor is required to provide such insurance; however, this
provision shall not release the Contractor from his obligation to complete, according
to plans and specifications, the project covered by the contract, and the Contractor and
his Surety shall be obligated to full performance of the Contractor's undertaking.
(f) Proof of Carriageof Insurance: The Contractor shall furnish the Owner with certificates
showing the type~mour~r;'.crass of operations covered, effective dates and date of ex-
piration of policies, Such certificates shall also contain substantially the following state-
ment: "The insurance covered by this certificate will not be cancelled or materially
altered, except after ten (10) days written notice has been received by the Owner,"
29. Contract Security
The Contractor shall furnish a performance bond in an amount at least equal to one hundred
percent (100'70) of the contract prices as security for the faithful performance of this con-
tract and also a payment bond in an amount not less than one hundred percent (l 00%) of the
contract price or in a penal sum not less than that prescribed by State, territorial or local
law, as security for the paym.ent of all persons perforn1ing labor on the project U11der this
contract and furnishing materials in connection with this contract, The performance bond
and the payment b'ond maybe in one or in separate instruments in accordance with local law.
30. Additional or Substitute Bond
If at any time the Owner for justifiable cause shall be or become dissatisfied with any
surety or sureties, then upon the Performance or Payment Bonds, the Contractor shall
within five (5) days after notice from the Ovmer so to do, substitute an acceptable bond
(or bonds) in such form and sum and signed by such other surety or sureties as may be
satisfactory to the Owner, The premiums on such bond shall be paid by the Contractor. No
further payments shall be deemed due nor shall be made until the new surety or sureties
shall have furnished such an acceptable bond to the Owner.
31. Assignments
The Contractor shall not assigil the whole or any part of this contract or any moneys due
or to become due hereunder without written consent of the Owner, In case the Contractor
assigns all or any part of any moneys due or to become due under this contract, the in-
strument of assignment shall contain a clause substantially to the effect that it is agreed
that the right of the as signee in and to any moneys due or to become due to the Contractor
shall be subject to prior claims of all persons, firms and corporations of services rendered
or materials supplied for the performance of the work called for in this contract.
32. Mutual Responsibility of Contractors
If, through acts of neglect on the part of the Contractor, any other Contractor or any sub-
contractor shall suffer loss or damage on the work, the Contractor agrees to settle with
such other Contractor or subcontractor by' agreement or arbitration if such other Con-
tractor or subcontractors will so settle. If such other Contractor or subcontractor shall
assel't any claim against the Owner on account of any damage alleged to have been sus-
tained, the Owner shall notify the Contractor, who shall indemnify and save harmless the
Owner against any such claim.
9
HUD-4238S (9-70)
.----~--,.
..
33. Separate Contract
The Contractor shall coordinate his operations with those of other Contractors. Cooperation
will be required in the arrangement for the storage of materials and ,in the detailed execu-
tion of the work. The Contractor, including his subcontractors, shall keep informed of the
progress and the detail work of other Contractors and shall notify the Architect/Engineer
i'mmediately of lack of progress or defective workmanship on the part of other Contractors.
Failure of a contractor to keep informed of the work progressing on the site and failure
to give notice of lack of progress or defective workmanship by others shall be construed
as acceptance by him of the status ofthe work as being satisfactory for proper coordination
with his Own work.
34. Subcontracting
(a) The Contractor may utilize the services of specialty subcontractors on those parts of
the work which, under normal contracting practices, are performed by specialty sub-
contractors.
(b) The Contractor shall not award any work to any subcontractor without prior written
approval of the Owner, which approval will not be given until the Contractor submits,
to the Owner a written statement cO:'lcerning the proposed award to the subco::1trac.tor,
which statement shall contain such information as the Owner may require.
(c) The Contractor shall be as fully responsible to the Owner for the acts and omissions
of his subcontractors, and of persons either directly or indirectly employed by them,
as he is for the atts and omissions of persons directly employed by him.
(d) The Contractor shall cause app~opriate provisions to be inserted in all subcontr2.cts
relative to the work to bind subcontractors to the Contractor by the terms of the General
Conditions and other contract documents insofar as applicable to the work of subcon-
tractors and to give the Contractor the same power as regards terminating any sub-
contract that the Owner may exercise over the Contractor under any provision of the
.contract documents.
(e) Nothing contained in this contract shall create any contractual relation between any
subcontractor and the Owner.
35. Architect/Engineer's Authority
The Architect/Engineer shall give all orders and directions contemplated under this con-
tract and specifications, relative to the executionofthe 'work. The Architect/Engineer shall
determine the amount, quality, acceptability, and fitness of the several kinds of work and
materials which are to be paid for under this contract and shall decide all questions which
may arise in relation to said work and the construction thereof. The Architect/Engineer's
estimates and decisions shall be final and conclusive, except as herein otherwise expressly
provided. In case any question shall arise between the parties hereto relative to said con-
tract or specifications, the determination or decision of the Architect/Engineer shall be a
condition precedent to the right of the Contractor to receive any money or payment for
work under this contract affected in any manner or to any extent by such question.
The Architect/Engineer shall decide the meaning and intent of any portion of the specifica-
tions and of any plans or drawings where the same may be found obscure or be in dispute.
Any differences or conflicts In regard to their work which may arise between the ContrCl.c-
tor under this contract and other Contractors performing work for the Owner shall be
adjusted and determined by the Architect/Engineer.
36~ Stated Allowances
c
The Contractor shall include in his proposal the cash allowances stated in the Supplemental
General Conditions. The Contractor shall purchase the "Allowed Materials" as directed by
the Owner on the basis of the lowest and'bestbidofatleastthreecompetitivebids. !fthe
actual price for purchasing the "Allowed Materials" is more or less than the "Cash Allow-
ance, II the contract price shall be adjusted accordingly. The adjustment in contract price
shall be made on the basis of the purchase price without additional charges for overhead,
profit, insurance or any other incidental expenses. The cost of installation of the "Allowed
Materials" shall be included in the applicable sections of the Contract Specifications cover-
ing this work.
10
HUD-..238S (9-70)
\.
)
}
)
37. Use of Premises and Hernoval of Dc~lJrls
The Contract expressly undertakes at his own expense:
(a) to take every precaution against injuries to persons or damage to property;
(b) to store his apparatus, materials, supplies and equipment in such orderly fashion at the
site of the ,work as will not unduly interfere with the progress of his work or the work
of any other contractors;
(c) to place upon the work or any part thereof only such loads as are consistent with the
safety of that portion of the work;
(d) to clean up frequently all refuse, rubbish, scrap materials, and debris caused by his'
operations, to the end that at all times the site of the work shall present a neat, orderly
and workmanlike appearance;
'(e) before final payment to remove all surplus material, false-work, temporary structures,
including foundations thereof, plant of any description and debris of every nature re-
sulting from his operations, and to put the site in a neat, orderly condition;
(f) to effect all cutting, fitting or patching of his work required to make the same to con-
form to the plans and specifications and, except with the consent of the Architect/
. Engineer, not to cut or otherwise alter the work of any other Contractor.
38. Quantities of Estimate
Wherever the estimated quantities of work to be done and materials to be furnished under
this contract are shown in any of the documents including the proposal, they are given for
use in comparing bids and the right is espeCially reserved except as herein otherwise
speCifically limited, to increase or diminish them as may be deemed reasonably necessary
or desirable by the Owner to complete the work contemplated by this contract, and such
increase or diminution shall in no way vitiate this contract, nor shall any such increase or
diminution give' cause for claims or liability for damages.
39. Lands and Rights-of-Way
Prior to the start of construction, the Owner shall obtain all lands and rights-of-way
necessary for the carrying out and completion of work to be performed under this
contract.
40. General Guaranty
Neither the final certificate of payment nor any provision in the Contract Documents, nor
partial or entire occupancy of the premises by the Owner, shall constitute an acceptance of
work not done in accordance with the Contract Documents or relieve the Contractor of
liability in respect to any express warranties or responsibility for faulty materials or
workmanship. The Contractor shall remedy any defects in the work and pay for any damage
to other work resulting therefrom, which shall appear within a period of one year from the
date of final acceptance of the work unless a longer period is speCified. The Owner will
give notice of observed defects with r,easonable promptness.
41. Conflicting Conditions
Any provisions in any of the Contract Documents which may be in conflict or inconsistent
with any of the paragraphs in these General Conditions shall be void to the extent of such
conflict or inconsistency.
42. Notice and Service Thereof
Any notice to any Contractor from the Owner relative to any part of this contract shall be
in writing and considered delivered and the service thereof completed, when said notice is
posted, by certified or registered mail, to the'said Contractor at his last given address, or
delivered in person to the said Contractor or his authorized representative on
the work.
11
HUD-~238S (9-701
\
43. Provisions Required by Law Deemed Inserted
Each and every provision of law and clause required by law to be inserted in this contract
shall be deem.ed to be inserted herein and the contract shall be read and enforced as though
it were included herein, and if through mistake or otherwise any such provision is not
inserted, or is not correctly inserted, then upon the application of either party the contract
shall forthwith be physically amended to make such insertion or ccrrection.
44. Protection of Lives and Health
In order to protect the lives and health of his employees under the contract, the ContraCtor
shall comply with all pertinent provisions of the "Manual of Accident Prevention in Con-
struction" issued by the Associated General Contractors of America, Inc., and shall
maintain an accurate record of all cases of death, occupational disease, and injury rcqui ring
medical attention or causing loss of time from work, arising out of and in the course of
emploYluent on wo:r-k under the contract. He alone shall be responsible for the safety,
efficiency, and adequacy of his plant, appliances, and methods, and for any damage which
may result from their failure or their improper construction, maintenance, or operation.
45. Subcontracts
The Contractor will insert in any subcontracts the sections 52 through 56 contained herein
and such other clq.uses as the Department of Housing and Urban Development may, by
instructions require, and also a clause requiring the subcontractors to include these
clauses in any lower tier subconL'acts which they may enter into, together with a clause
requiring this insertion in any further subcontracts that may in turn be made.
46. Equal Employment Opportunity
c,
DUring the performance of this contract the Contractor agrees as follows:
(1) The Contractor will not discriminate against any employee or applicant for employment
because of race, creed, color, or national origin. The Contractor will take affirmative
action to ensure that applicants are employed, and that employees are treated during
employment, without regard to their race, creed, color, or national origin. Such action
shall include, but not be limited to, the following: employment, upgrading, demotion, or
transfer; recruitment or recruitment advertising; layoff or termination; rates of payor
other forms of compensation; and selection for training, including apprenticeship. The
Contractor agrees to post in conspicuous places, available to employees and applicants
for employment, notices to be provided setting forth the provisions of this nondiscrimi-
nation clause.
(2) The Contractor will, in all solicitations or advertisements for employees placed by or
on behalf of the Contractor, state that all qualified applicants will receive consideration
for employment without regard to race, creed, color, or national origin.
(3) The Contractor will send to each labor union or representative of workers with which
he has a collective bargaining agreement or other contract or understanding, a notice to
be provided advising the labor union or workers' representative of the Contractor's
commitments under Section 202 of Executive Order No. 11246 of September 24, 1965, and
shall post copies of the notice in conspicuous places available to employees and appli-
cants for employment.
(4) The Contractor will comply with all provisions of Executive Order No. 11246 of
September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary
of Labor.
(5) The Contractor will furnish all information and reports required by Executive Order
No. 11246 of September 24, 1965, and by the rules, regulations, and orders of the
Secretary of Labor, or pursuant thereto, and will permit access to his books, records,
and accounts by the Department of Housing and Urban Development and the Secretary of
Labor for purposes of investigation to ascertain compliance with such rules, regulations,
and orders.
(6) In the event of the Contractor's noncompliance with the nondiscrimination clauses of
this contract or with any of such rules, regulations, or orders, this contract may be
cancelled, terminated, or suspended in whole or in part and the Contractor nlay be
declared ineligible for further Government contracts or Federally-assisted construction
12
HUD-4238S (9-70)
.
,,'
I
I
'r
I
i
j
I
I
!
i
I
I
I
i
I
\
\
1
contracts, in accordance with l'Tc,ccclu,"C's ~"lthorized in Executive Order No. 11246 of
Septenlber 24, 1965, and such other sanctions rnay be imposed and remedies invoked as
provided in Executive Order No. 11246 of September 24, 1965, or by rule, regulation,
or order of the Secretary of Labor, or as otherwise provided by law.
(7) The Contractor will include the provisions of paragraphs (1) through (7) in every sub-
contract or purchase order unless exempted by rules, regulations, or orders of the
Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246 of Sep-
tember 24, 1965, so that such provisions will be binding upon each subcontractor or
vendor. The Contractor will take such action with respect to any subcontract or pur-
chase order. as the Department of Housing and Urban Development niay direct as a
means of enforcing such provisions, including sanctions for noncompliance: Providf'd,
however, that in the event the Contractor becomes involved in, or is threatened with,
litigation with a subcontractor or vendor as a result of such direction by the Department
of Housing and Urban Development, the Contractor may request the United States to
enter into such litigation to protect the interests of ' the United States.
47. Interest of Member of or Delegate to Congress
No member of or Delegate to Congress, or Resident Commissioner, shall be admitted to
any share or part of. this contract or to any benefit that may arise therefrom, but this
provision shall not, be construed to extend to this contract if made with a corporation for
its general benefit.
48. Other Prohibited Interests
No official of the Owner who is authorized in such capacity and on behalf of the Owner to
negotiate, make, accept or approve, or to take part in negotiating, making, accepting, or
approving any architectural, engineering, inspection, construction or material sur)ply
contract or any subcontract in connection with the construction of the project, shall become
directly or indirectlyinterestedpersonallyinthis contractor in any part hereof. No officer,
employee, architect, attorney, engineer or inspector of or for the Owner who is authorized
in such capacity and on behalf of the Owner to exercise any legislative, executive, super-
visory or other similar functions in connection with the construction of the project, shall
become directly or indirectly interested personally in this contract or in any part thereof,
any material supply contract, subcontract, insurance contract, or any other contract per-
taining to the project.
49. Use and Occupancy Prior to Acceptance by Owner
The Contractor agrees to the use and occupancy of a portion or unit of the project before
formal acceptance by the Owner, provided the Owner:
(a) Secures written consent of the Contractor except in the event, in the opinion of the
Architect/Engineer, the Contractor is chargeable with unwarranted delay in final
cleanup of punch list items or other contract requirements.
(b) Secures endorsement from the insurance-carrier and consent of the surety permitting
occupancy of the building or use of the project during the remaining perio_d of construc-
tion, or,
(c) When the project consists of more than one building, and one of the buildings is occupied,
secures permanent fire and extended coverage insurance, including a permit to com-
plete construction. Consent of the surety must also be obtained.
50.' Photographs of the Project
If required by the Owner, the Contractor shall furnish photographs of the project, in the
quantities and as described in the Supplemental General Conditions.
51. Suspension of Work
Should the Owner be prevented or enjoined from proceeding with work either before or
after the start of construction by reason of any litigation or other reason beyond the control
13
HUD-4238S (9-70)
c
.
of the Owner, the Contractor shallllot be entitled to make or assert claim for damnge by
reason of said delay; but time for completion of the work will be extended to such reasonable
time as the Owner may determine will compensate for time lost by such delay with such
determination to be set forth in writing.
52.
Minimum Wages
(a) The Contractor shall post at appropriate conspicuous points at the site of the project a
schedule showing all determined minimum wage rates for the various classes of
laborers and mechanics to be engaged in work on the project under this contract and
all deductions, if any, required by law to be m.ade from unpaid wages actually earned
by the laborers and mechanics so engaged.
(b) All mechanics and laborers employed or working upon the site of the work will be paid
unconditionally and not less often than once a week, o.nd without subsequent deduction or
rebate on any account (except such payroll deductions as are permitted by regulations
issued by the Secretary of Labor under the Copeland Act (29 CF'R Part 3)), the full
amounts due at time of payment computed at wage rates not less than those contained in
the wage determination decision of the Secretary of Labor which is attached hereto and
made a part hereof, regardless of any contractual relationship which may be alleged to
exist between the Contractor and such laborers and mechanics. For the purpose of this
clause, contributions made or costs reasonably anticipated under Section 1 (b)(2) of the
Davis-Bacon Act on behalf of laborers or mE;chanics are considered wages paid to snch
laborers or mechanics, subject to the provisions of 29 CFR 5.5(a)(1)(iv). Also for the
purpose of this cl:tuse, regular contributions made or costs incurred for more than a
weekly period under plans, funds, or prograrns, but covering the particular weekly
period, are deemed to be constructively made orincurred during such weekly period.
(c) The Department of Housing and Urban Development shall require that any class of
laborers or mechanics which is not listed in the wage determination and w.hich is to be
employed under the contract, shall be classified or reclassified conformably to the wage
determination, and a report of the action taken shall be sent by the Department of
Housing and Urban Development to the Secretary of Labor. In the event the interested
parties cannot agree on the proper classification or reclassification of a particular
class of laborers and mechanics to be used, the question accompanied by the recom-
mendation of the Department of Housing and Urban Development shall be referred to the
Secretary for final determination.
(d) The Department of Housing and Urban Developrnent shall require, whenever the minimmTI
wage rate prescribed in the contract for a class of laborers or mechanics includes a
fringe benefit which is not expressed as an hourly wage rate and the Contractor is o':>li-
gated to pay a cash equivalent of such a fringe benefit, an hourly cash equivalent thereof
to be established. In the event the interested parties cannot agree upon a cash equivalent
of the fringe benefit, the question, accompanied by the recommendation of the Department
of Housing and Urban Development, shall be referred to the Secretary of Labor for
determination.
(e) The Contractor may consider as part of the wages of any laborer or mechanic the
amount of any costs reasonably anticipated in providing benefits under a plan or pro-
gram described in section l(b)(2)(B) of the Davis-Bacon Act, or any bona fide fringe
benefits not expressly listed in Section l(b)(2) of the Davis-Bacon Act or otherwise not
listed in the wage determin~tion decision of the Secretary of Labor which is included in
this contract, only when the Secretary of Labor has found, upon the written request of
the Contractor, that the applicable standards of the Davis-Bacon Act have been met.
Whenever practicable, the Contractor should request the Secretary of Labor to make
such findings before the making of the contract. In the case of unfunded plans and
programs, the Secretary of Labor may require the Contractor to set aside in a separate
account assets for the meeting of obligations under the plan or program.
(f) The specified wage rates are minimum rates only, and the owner will not consider any
claims for additional compens ation made by the Contractor because of payment by the
Contractor of any wage rate in excess of.the applicable rate contained in this contract.
All disputes in regard to the payment of wages in excess of those specified inthis
contract shall be adjusted by the Contractor.
(g) If the Contractor does not make payments to a trustee or other third person, he may
consider as part of the wages of any laborer or mechanic the amount of any costs
reasonably anticipated in providing benefits under a planor program of a type expressly
listed in the wage determination decision of the Secretary of Labor which is a part of
this contract: Provided however, the Secretary of Labor has found upon the written
HUD-..238S (9-70)
14
I
I
1
!
request of the Contractor that the applicz,~le standctrds of the Davis-Bacon Act have
been met. The Secretary of Labor may require the Contractor to set aside in a separate
account assets for the meeting of obligations under the plan or program.
53. Withholding of Payments
I
I
I
I
I
I
I
I
,
I
I
I
,
I
1
I
The Department of Housing and Urban Development may wit:'lhold or cause to be withheld
from the Contractor so much of the accrued payments or ad'rances as may be considered
necessary to pay laborers and mechanics employed by the Contractor or any subcontractor
on the work the full amo~1llt of wages required by the contract. In the event of failure to pay
any laborer or mechanic employed or \vorking on the site of the work, all or part of the
wages required by the contract, the Department of Housing and Urban Development may,
after written notice to the Contractor or Owner, take such action as may be necessary to
cause the suspension of any further payment, advance, or guarantee of funds until such
violations have ceased.
54. Payrolls and Basic Records
(a) Payrolls and basic records relating thereto will be maint2ined during the course of the
work and preserved for a period of three years thereafter f(ir all laborers and mechanics
working at the site of the work. Such records will contain the name and address of each
such employee, his correct classification, rates of pay (ir.duding rates of contributions
or costs anticipated of the types described in section 1{b)(2) of the Davis -Bacon Act),
daily and weekly number of hours worked', deductions, made and actual wages paid.
Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(l)(iv) that the wages of
any laborer or mechanic include the amount of any costs reasonably anticipated in
providing benefits under a plan or program described in section l(b)(2)(B) of the
Davis -Bacon Act, the Contractor shall maintain records which show that the commitment
to provide such benefits is enforceable, that the plan or program is financially respon-
sible, and that the plan or program has been communicated in writing to the laborers or
mechanics affected, and records which show the costs anticipated or the actual cost
incurred in providing such benefits.
(b) The Contractor will submit weekly a copy of all payrolls to the Owner, for transmission
to the Department of Housing and Urban Development. The copy shall be accompanied
by a statement signed by the employer or his agent i'r.dicating that the payrolls are
correct and complete, that the wage rates contained t~erein are not less than those
determined by the Secretary of Labor and that the classifications set forth for each
laborer or mechanic conform with the work he performed. A submission of a "V/eekly
Statement of Compliance" which is required under this contract and tne Copeland
regulations of the Secretary of Labor (29 CFR, Part 3) and the filing with the initial
payroll or any subsequent payroll of a copy of any findings by the Secretary of Labor
under 29 CFR 5.5(a){J )(iv) shall satisfy this requirement. The Prime Contractor shall
be responsible for the submission of copies of payrolls of all subcontractor.s. The Con-
tractor shall make the records required under the labor standards clauses of the con-
tract available for inspection by authorized representatives of the Department of
Housing and Urban Development and the Department of Labor, and shall permit such
representatives to interview employees during working hours on the job.
55. Apprentices
Apprentices shall be permitted to work as such only when they are registered, individually,
under a bona fide apprenticeship program registered with a State apprenticeship agency
which is recognized by the Bureau of Apprenticeship and Training, United States Depart-
ment of Labor; or, if nO such recognized agency exists in a State, under a program
registered with the Bureau of Apprenticeship' and Trainir:g, United States Department of
Labor. The allowabl~ ratio of apprentices to journeymen in any craft classification shall
not be greater than the ratio permitted to the Contractor as to his entire work force under
the registered program. Any employee listed on a payroll at an apprentice wage rate, who
is not registered as above, shall be paid the wage rate determined by the Secretary of
Labor for the classificationofworkhe actually performed. The Contractor or subcontractor
will be required to furnish to the Department of Housing and Urban Development written
15
HUO-~238S (9-70)
evidence of the registration of his progr2.m and apprentices as well as of the appropriate
ratios and wage rates, for the area of construction, prior to using any apprentices on the
contract work.
56. Compliance With Copeland Anti-Kickback Act and Regulations
The Contractor shall comply with the Copeland Anti-Kickback Act and Regulations of the
Secretary of Labor (29 CFR, Part 3) which are herein incorporated by reference.
5'] . Overtime
(a) No Contractor or subcontractor contracting for any part of the contract work which
may require or involve the employrnent of laborers or mechanics, including watchmen
and guards, shall require or permit any laborer or mechanic in any workweek in which
he is employed on such work to work in excess of eight hours in any calendar day or in
excess of forty hours in such workweek unless such laborer or mechanic receives com-
pensation at a rate not less than one and one-half times his basic rate of pay for all
hours worked in excess of eight hours in any calendar day or in excess of forty hours
in such workweek, as the case 1nay be.
(b) Violation; liability for unpaid wages; liquidated damages. In the event of any violation
of the clause set forth in subparagraph (1), the Contractor and any subcontractor re-
sponsible therefor shall be liable to any affected employee for his unpaid wages. In
addition, such Contractor and subcontractor shall be liable to the United States (in the
case of work done under contract for the District of Columbia or a territory, to such
District or to such territory), for liquidated damages. Such liquidated damages shall be
computed with respect to each individual laborer or mechanic employed in violation of
the clause setforthinsubparagraph (1), inthe sum of $10 for each calendar day on which
such employee was required or permitted to work in excess of eight hours or in excess
of the standard worbveek of forty hours without payment of the overtime wages required
by the clause set forth in subparagraph (1).
(c) Withholding .for unpaid wages and liquidated damages. The Department of Housing and
Urban Development may withhold or cause to be withheld, f:('om any moneys payable on
account of work performed by the Contractor or subcontractor, such sums as may ad-
ministratively be determined to be nec(;ssary to satisfr any liabilities of such Con-
tractor or subcontractor for unpaid wages and liquidated damages as provided in the
clause set forth in subparagraph (2).
(d) Subcontracts. The Co1ltr8.ctor shall i1lsert in any subcontracts and clauses set forth in
subparagraphs (a), (b), and (c) of this paragraph and also a clause requiring the sub-
contractors to include these clauses in any lower tier subcontracts which they may enter
into, together with a clause requiring this insertion in any further subcontracts that may
in turn be made.
58. Signs
The General Contractor shall erect a sign at the project site identifying the project and
indicating that the Government is participating in the development of the project. The
project sign shall be substantially in accordance with instructions provided by the Regional
Office of the Department of Housin8 and Urban Development, made from 3/4 inch ply'wood,
placed in a prominent location, and maintained in good condition until completion of the
project.
59. Employment Practices
The Contractor (1) shall, to the greatest extent practicable, follow hiring and employment
practices for work on the project which will provide new job opportunities for the unemployed
and underemployed, and (2) shall insert or cause to be inserted the same provision in each
construction subcontract.
60. Contract Termination; Debarment
c
A breach of Sections 45 and 52 through 56 may be grounds for termination of the contract,
and for debarment as provided in 29 CFR 5.6.
16
HUD-"238S (9-70)
.
"
Subject
Index of General Conditions
Subject
Section
Accid~nt Prevention............ ... .....
Additional Bond............. .............
Additional Instructions ................
Al1o\~./ance s I..... II II..... 11."............
Anti- Ki ckback Act ......................
.Apprentices.....;....................... ..
Architect's Authority..................
As 5 ig11ments II..... II II......... II........
Bond, Security...........................
Bond, Security, additional............
Changes in \Vork ........................
Claims for Extra Cost.................
C0111pletion time.........................
Computation of \Vages .................
Condition, Subsu rfa ce.............;....
Conflicting Conditions .................
Construction Schedule .................
Contract Documents....................
Contract Security..........:............
Contractor IS Insurance................
Contract Te rmination..................
Contractor1s Mutual Responsibility
Contr actor I s Obligations..............
Contractor's Payrolls .................
Contractor's Title to Materials.....
Copeland 'Regulations ..................
Correction of Ylork.....................
Damage s, Li quidated...................
Data, Reports and Records...........
Debarment ......................... ... ....
Debris Removal.........................
Definiti ons 11.,1. .... II.. ... I" ....... .....
Detail Dra\vings .........................
Different Subsurface ...................
Discrimination, em.ployment.........
Drawings detail.... II....... II ....... .,..
Emer gencie s .. I" II... II... ... II ... II....
Employment Practices. . . . . . . . . . .
Equal Employment Opportunity. .. .
Estim.ated Quantities...................
Extras ..... .... ........ ... ". .......... II....
Final Payment ............................
Guaranty, general.......................
Inspe.ctlon...... ..... .... ... ...... .......;.
Inspection of Materials................
Insurance. ........ ... ............ .... ......
Lands and Rights-of- Way.............
Legal Provisions, Implied............
Liquidated damages ....................
Materials .......... ........... ...... .......
Member of Congress...................
Minimum Wages....... ..................
Non-discrimination in Employment
c
HUD-4238S (9-70)
.,
Section
44
30
3
36
56
55
35
31
29
30
17
22
19
57
21
41
24
1
29
28
60
32
11
54
6
56
20
19
15
59
37
2
3
21
46
3
13
59
46
38
18
26
40
14
7
28
39
43
19
5
47
52
46
Notice and Service ...................... 42
Obligations of Contractor ............. 11
"Or Equal" Clause ...................... 8
Overtime Requirements ............... 57
Owner's right to terminate ........... 23
Patents ..................................... 9
Payment of Employees................. 52
Payments by Contractor............... 27
Payments to Contractor ............... 25
Payrolls of Contractors and subs... 54
Periodic Estimates ..................... 24
Permits, Surveys, Regulations ...... 10
Photographs............................... 50
Posting Minimum wage rates ........ 52
Prohibited Ir.terests .................... 48
Protection of lives and health........ 44
Protection of work, property......... 13
Provisions :r~quired by law........... 43
Quantities of Estimate.................. 38
Regulations, Kickback .................. 56
Release of Contractor.................. 26
Removal of Dehris ...................... 37
Reports, Records and Data ........... 15
Responsibility of contractor.......... 32
Right of Owner to terminate.......... 23
Rights -of- Y,ray............................ 39
Schedule of Construction .............. 24
Security........:'........................... 29
Separate codracts ...................... 33
Services, materials, facilities....... 5
Shop Drawings............................ 4
Signs ........................................ 58
Stated Allo\Y:2nces ....................... 36
Subcontracting....................... 34 and 45
Subcontractor's Insurance ............ 28
Subcontractor's Payrolls.............. 54
Substitute Band........................... 30
Subsurface conditions .................. 21
Superintendence by contractor....... 16
Surveys, permits ..:..................... 10
Suspension of work...................... 51
Termination of contract .......... 23 and 59
Testing of Materials.................... 7
Time for completion.................... 19
Title to materials ....................... 6
Use and Occupancy...................... 49
Use of Prem~5es......................... 37
Wage Adjustments....................... 53';
Wages, Minimum ........................ 52
Wage Underpayments................... 53
Weather Con:litions ..................... 12
Withholding af Payments .............. 53
GPO'tI.S99
17
U. S. DEPARTMENT OF HOUSING AND URBAfJ DEVELOPMENT
HUD-4230--H
(9-66 )
SUPPLEMENTAL GENERAL CONDITIONS
1. Enumeration of Plans, Specifications and Addenda
2. Stated Allowances
3. Special Hazards
4. Public Liability and Property Damage Insurance
5. Photographs of Project
6. Schedule of Minimum Hourly Wage Rates
7. Builder's Risk Insurance
1. ENUMERATION OF PLANS, SPECIFICATIONS AND ADDENDA
Following are the Plans, Specifications and Addenda which form a part of this contract, as set forth in
Paragraph 1 of the General Conditions, "Contract and Contracl Documents":
A. Drawings:
See Index in Special Conditions and General Requirements, Article 19.
B. Specifications:
See Index of this Specification
C . Addenda:
Each addendum shall be attached as they occur
3. SPECIAL HAZARDS
The Contractor's and his Subcontractor's Public Liability and Property Damage Insurance shall provide
adequate protection against the following special hazards:
(None anticipated. during this project)
~ CONTRACTOR'S AND SUBCONTRACTOR'S PUBLIC LIABILITY, VEHICLE LIABILITY,
AND PROPERTY DAMAGE INSUP,1NCE
As required under paragraph 28 of the General OJnditions, the Contractor's Public Liability Insur-
ance and Vehicle Liability Insurance shall be in an amount not less than $.1.00,000 for in-
juries, including accidental death, to anyone person, and subject to the scune limit for each
person, in an amount not less than S~OOO on account of one accident, and OJntractor' s
Property Da.rnage Insurance in an amount not less than $ 100,000
The Contractor shall eithqr (1) require each of his subcontractors to procure End to maintain during lhe
life of his subcontroct, Subcontractor's Public Liability and Property Damage of the type and in the
sam e amounts as specified in the preceding paragruph, or (2) insure the activities of his subcontractors
in his own policy.
~. PHOTOGRAPHS OF PROJECT
As provided in paragraph 50 of the- General Condi tions, the Contractor will furnish photographs in
the number, type, and stage as enumera ted below:
None required for this project.
6. SCHEDULE OF OCC UP ATlONAL CLASSIFICA nONS AND MINIMUM HOURLY WAGE RATES AS RE-
QUIRED UNDER PARAGRAPH 52 OF THE GENERAL COND/TIONS
See following pages
h BUILDER'S RISK INSURANCE
As provided in the General Conditlons, paragraph 28(e), the Contraetor Will/will not* maintain
Bull-der's Risk Insurance (fire and extended coverage) on a 100 percent completed value basis on
the insurable portions of the proj ect for the benefi t of the Owner, the Contractor, and all sub-
contractors, as their intel'ests may appear.
c
.Strlke out one.
U. So COVERNMENT PRlNTLNC On"ICE : 1967 0 . 37:-878
.
t~
D >.
C"' (,e
< ....,.
..J t.;
~Jl
....
It.
Ci (,
n;
t..~ ';,'
a:. :':j
:(
L'J
~
1.-
.
Ui "
() ~
'..
'-'
C'~
-.
-'
t. "r
I... ~;
C: ~:
t'j
U
...
h
.,
;,,1
. .
>-
..'
~..
;--.::
[...
In
"J
h4
i,)
(,,;
:,!)
~:J
~-:;
1--:
,-.
'-'
-".
,-...
c")
~,
v,
~.
;.,
w
q
if
:'r.:
:<
<>
v
"
..
l'
Or
..
~~
E
.!-~
~
'"
"
"'J
P.
~..
'!
:.
.~
>.
.')
'<:1
...
,~
;J
ryo
,~
~
.;.;.;
..
:.'
~J
~~
~
.3
"
~ ~
~':.
.:: ..
~ ~:
.;:j l".,
~ :1
M .....
J:J ~I
~~
"0 l'
~ "u
I'-
"
.~:'l
'.
:~
"
o
....
".
...
O'
"
..
"
!;,
-
w
C
<i
~
j.~l,
..
"
J,
.~
....
\)
;,':' .:;
~ ~~
(".. I.,.
, v
..2 ,,-
~~
-5 "
.,S
.- t..
C>
...
,.,
c:
.:~ ~'
~ ~;l
8 ~~
'J r...
L)
~ t"~
..
~
..:
~
""
Co:
:;,
v .~~
ii-J
:-1 '-.
E c.,
~ ~.
'-'
.:".' -..
'J
:"1 ~J
~~
L.
<.
"
~
v.
~~
...
v
.;~ .!~
.L
1-
~.
". ....j
<"
"
"
~:
r.
'-'
"
"-)
:-.
p
~
.4
l:
.,
~ :~
r~ L~
E ~.~
'-:= !:
0. .~/
-oJ
<..,
-.
;:J
.... .,.J
~: -,
"
.,
c
'-'
lo
:-.
.J
n.
..... <-:
t. ._.
.J
~] ~~
,:
"
v...
C.' .~
.. .
~ ,~~
c... ".:.1
<>
t: .~
.1, ~_f
C\...
. ~~
~1 l~
":> r:
c-; c.
[. 'J
~~
'....
~~
]
"
"
"
n
..
~f
~t
..
",
L'
.~~
L.
.~~
,.J
....
"
:-, ,-
"
.r: :;."
~.. r)
o ......
~ ~
r:
<.:: \".\>:
..... .~
c:
,)
f '.
...-: .,::
'10..'-1
"'u
Q~
~ .::.~
~; 't:
S ~J'"
..(.~
.:J ....
~ ;:
" u
:,. ':.J
<J
c.
......~
~)
c;
~~' f
"
~,
'.
._~ r,I...
,~ :;
"... .' :-;.
~ "_J
-~ wi;
\'
p....1 s:;
... t:..: 0
o ~ ~
c
'[ I...
~g J _
~..' ~.
o.c
~ ~. :.
, -~ ".1
~
'.!"',
,-
o
u _ _
~ :':"1 ,.
v
\.: '...
:~ ':: ~
;'
L:~
(.:
l.: c-_
~...... ~
~1 /~ ~,
'.
,<,
,
(} ,.-
r:
"
~ ~. _:-~
':J :, ~j
"J .'~ _
"
,~ t..
.. ,...
-.
L ~
r. (:.
L.
~ n _
:.
"..I ./
;;~ ~,~ ...
:-::
"
.. '(: .';
r'" (.f
'"' ..
,)
~.. r,"
r
r;, -..
{f ~~ r
,I ~ \'
~~ t: ,::;
~'
~.) ~
.'C,I
~ ..~ ;j
,~:. '~,; L
(.1 r:'
(J ..... .,
,:-:') C
,~ ;~: .~
,,_ t~~~ :~
... ~
~~ :~
-.5
:.. >...:
--g ~ ;~
"
C I_I': :)
:J
,:: .~ 3
~ ~ h
~ ~ C
'\.J .c,,:,
(..\ ;...."
I., oJ t.:
i>; ( ~
" ...
~J ...... ~I
"
- ..t....
o -~1 '"
h
"
,~ :.1 ~'1
'"
--c: ;; ~ ,
~ - :~
r.: '0 ~1
r...
<:
l: '.j
E
~~ U
r.
~ ~
r! .~ ..:
] -":'
c,
'...
~
...
,') ~ " ...~
'J
<:: -
"
";;
:-' ~:
~:
,:.;.
'--'
;'J ..~
","}
'., :;.
7-
:.: '
,,1..2
,.: ~--;
- ~1
L.
'..
'--:-' "
'-'
~:J ;:l
'J
"
-J 'J
:.." 'J
.... "='
{-. ~!
~~. ... to. ;~:
1..1 ~ I
_'..J ..
. '~~'
..
... t;
(,
.'
"
(,.. I'
.-
M (..
.... V
V <>
:..-.
,', ...;
-ii.
.',
,,;. C,'
~ ,.::.
t.
~ :}
a ,t
,.
0(/1
c:: ~
(.') ";j
~~ ~
..6
, .
" v
Dij
'-"'I' C
o :~
~\ ......~
~ '-'
u..;;
":J <:
'>
'"
"
r.: t'
:...) .-
.~ .~
> ...
;-- ~...
""
tJ r.
....' r:
:::: Co:
c.'
~{.J
~ .~
..~ ~
" u
c::
....... 'J
~ ,-
h ..
c.".
L' <:
'-
~ 0
'":;: .:]
('".~ '.
o ~ ,...
:-J r-c
"
.,
=~ .., ..=:.
~.< :'_:.~ ;.~
~ ,~:; r:
;..,
..
o
~~
.,
,.
-.,; c...
~~ :~-<
.' ::: '~
'l1
'J ~:
v
..... -,] s
.I'
'"
'J
'..
~ ~.I: ~
.!.<
','
~ ,:
~ ..
<>
u
.',
'.
~ t.
I ".~}
'~
"
-
. ~
:..
<:
;;:
r. ':
'~
c
,..
;r..
.... ,
~;4 :J
'-, "-1
C/.
P. (!
.,
=:. ~)
Vi t;'.j
-, ~~
~. ;""1
,
~ tt1
~,
"
......
"
..
....
".
~j ~
~ .~
..... '-,
~; 'ci'
'" ~
~, "'~
':.l .~
..) ~
r,
'.
C ;.,
,"
, ,
~~
~, C\
~~ ~ t'
,.
Y'
.'
.. ....,
~~ ~..
c.. n
(~
,I"':.
~
...
.'
:1
'J
'.. J-
.,~ <:
'J
.;:.
t~
(. ,.
..
~, 'I)
.f..J ;)
<: 0.
~,
E :~
f-'~
.., <-'
~~ ~-;
:> 0
::-.:~
~ -
:E r-....
o~
..., !.;
rl "~.
c: "::
.~ ~:
;; n.
t.., t;,
., l"J
<:.
(J ,.c"
o p.
r- >,
~~ r
..... .
~..' '~f
..
r",
.5
"
"
<:
~
;.:.
,
"
(,'
-'
r.:
('
r:
>,
..
C
::>
o
.......
"
.~
c:
!-:
!"~
....
l"..
r:. .~
~ r:
~ .9
'.
.:3 g
<3 :
".
to' 0
.or
-. "",
.i-' 0
'" :~
'- ;...
c.
'"
.-
\..... '-)
.::> ~;
..
....' L
:)
", (,..
'Z:'
1-."
~ ':";-
- ;,
(; ~;'
';'; ~'
:;.: --
c:: -,
;~. ~
(. -;~
t:
.-.
,"
;.: c..
2?
{.I n
'-'
H v
t") :..;
, ;:;
'C
,-j
t: ~ . "'"
o :~
,1: '.'
-,., -J
to
t-,
.....
"
"
'- r..
"
~ ~
'-0 S
t:: L:
C:;' -J
v, ~~
,.r,
::
t. ;~
l.. r,
t. ,_
"
j
., ',,:::
"
,I.J
? 1';
"
,.
-,
~
~. c::
oQ ()
~ ... 4~;
'<i- 'S .~~
i:: ~ ., ,~I
c.., t ... .!-: r:
~... i 2E~'"
\..I ,\" (.l:~ <
~ ,,:-~ ); (. .~.~
,,\\ (:.\ C) ;!
~ ~" ..r" -,.1
"'-..... ,.- r' (-~ c;
(,);:;.'-> ~;);'1
I: ~~ l) ~ ~.:
"~~~ .-i ~ ~~
~ .~ - '<"",,: "
... \'" ":.'" ;", '~~ -'
;;;; '<~...l~.", 0
~ ...j <cj;.;
<5
;.-;
",.
<-
.:.-
u,
p
Q
I
I
I
I ~,I
81.
Ci-l8
. ~
,~ :,.
-r: i:~
C11'~
~ -; : '.I;
C'i :.
~-t It'
I .r:: ~'r
'?U
cYI;:
I ~) ....,
l:.~ 012
"t z~', i r:
I;" ..{",
I!"; :,,'~
;.. :~:: I ! :
~':'; Ii I'::
_ .-, I:',
C: ,.' t"
,;~ ~;51::
';.0; .
t.; I I:::
! ;': f:~ ' :'
I ;~ !~.: 1.--:
I t~ ..... 10
I ~ ,_1
C\l
r-
I.
~I
'c I
;.. 1(.;
,I;:;
~~~
......"', ,
~~"'-;
"\ C~
-',
I '1' ~'
Ii ~r",J j ....; "i-.5
.........i ;'i ~.. :'! ;~l t, l
...., I i ~ "..,', l' ~ r-r')
:ti i ~~~.;~; ! ~
I -f '.. .-. -.. _'_
..,-
-....
~~
I C"
t..'
l.f"\tl.l
(-.J I '-l
1l~13
"'I
'I' I '~
'"~ '
~~ ,~
I
I
I
n~t
I-q
\. ~:. ~
q~ F..:!~
I;>; I
I;..' ("'~l
o .'.)
u ~!
I jj/
I I
I i
1 I
I I
I ,
i II;
i J ~)
I ~l..
I
,
,
I
\
!
.. -I ' . ~
t I :~;
(.; ,',
~ , ! 0# ;
"
, '.,
I ~ ~
I \;
,t'!
;' ,1:,\
t,~
I;'
i ~;
..
\/'.
o
< '0'
.0
,..:..
"
..0
\"\
M
C'
~".
"
;::.,
f..,~
o
.~
..:~
t_-:
r,'
;::>
IU
r,
\....-
(.1,
,- i
;:~
('.:., ~'i '"C
\ \4,
~.<4 r-c
f.) s:
. ('\ (
'C) i
'"
,"
()
~~:l 0
-',
-l'
)j~
f
'1.'1 r....
~:i to'}
c;; !'....
.,.~{
f~t
o
.',)
r;
t1
0::
f.1
o
r<
......:
-:,1-
f>-! "'\
f"".... ,_,
'.r...' f..~
:.:~ ::j .-,
e.'_'; :.:.
:. :':
. ~
~'"
r-i
<-
,,~ '",
:; ~~ (;;
, :" . < r~
"
.~
.',.~ "S'
(~ ~..
'.)
t.,ry
yj
...-.'
:.~
~. ~3
~, '~
c.
.}" .--:.
~~' :~~
L'
!;:'; r:.'
."1 ~. '.
.,'
,...:
\.)
\,'.'
.;
',;
.:: r_
(~
r;
,"
"
. .
.'.1
....:;
()
f~ ~~
it_
...-~ r:,.....
...:"'\ '...~
r: ':" ~
(,
c..
. ') ,
~:) -4.:
"
.,~ ~ :"'.
: j
:';
I . - ~
,.W, .
. ,:! :. Co.
;....." ~:'
Q
~~
~\
'<;
~
,
'3
~
~
't
'\
~
~ ....
".
\ M
~ ""
w
Cl
~
W
l-
t\.
w
~ v>
>'
<
(1
~
.....
I
N
"
0
Z
.;
'"
0
>
0'-
...
l-
v>
0
w
...
-'
...~
""
w
0
...
....
1_"')"
11-.)
NOTICES
l < I
, I
I ' I <.'
I ~-L------,~-----+~~::-~
rJ .... "'...
.n ,- ;.-.
v .,
~. '" v
:-
.: .1
f !,~
:, j ,- f.
~l:., ~
d:" :<
~<
I~
~! :~
r;. ~~
c.~ ~
~:.] ~JJ 3
, j ... "i'.
~l. L~ ~~ I
::l ~
:f-.-
~G~~
,^
01'\-..' N,.4.....
OC'-:'C.O
. . . . .
...
o
~
l: :..
N
cO
.4
"
"
r;
.
:'l
~.
(,
;;
~
<
"
"
C ...
Ci ~, .. v. ,.,
r... h
':" 'TJ ~. t':'
...., '" h (,.
";11- ~_~_~
~>. 0-"
... " _ "'J
~ ~:: ~
VJ C ;> .C
s.. 0 . ~, H U
~ .... :J -..
o
c:
'"
.0 or.
~ ~
o
"
"
"
r-
..
o
~
C,
M O''::>OCO
W"'I '~~l. (~ "'; ~
'"
.~
;...~
'" '"
..>
., ..
'.... lO;;
/
". "
'? -
C ..
:;) 'I u
.... ':l :;)
;.......')
.~
'"
....:J v"'.n ,.-. ..t V\
t~ ~ r ~ --: ~ ..~
"
,:;
;.
".1..--.---":'--:'-
~ v -..:; c~
Q"-" "M :.... .....
~~ c:~~
^ ':I :::..:'" .'"
.......n !; ;,II
~ - ~ ~ ~..J: 3
~ ... .. Co ::. ;..
l"; :;) ..;.: -::. ~..
.~ ~ 1 H :...;,
~Vls..: H~J'\..
.0 u I...:
0.--: c... ;..-: (J }..o
~ w t.:; c. J...J .':,
o :; r..... .... :..
v..;,. _. ~..; .; :>\
.~ ...::
-.: ..1
r: 4J
;,!) ~;
~ ~ <;
~ .:>
-"
..... \.0 t.;
.... 0 ~...
;.1... ~
C -0
3':;::
I: .:)
l-.o.... ;;.::
.. >- >.J
g:~.] E
~~I:"; .:: ~
21.
j,:.,.:;
u
C
.,
"
.-
-:.' ~"\ -. "" .!)
r"1 .... .... ..... "7 ""
. . . . .
r-.... ~ :::: ;--.. " .~ -e
...
~
,-
~
.
<J
~"
~~ ;J
.... f:
..1 ~ :.J
:... ? .')
<',) ~ U
--i::: U
.....;.l -.; t':
..-4 jE. t;:. 1')...
~ ~..~ '2 :~ ::
~:i ~J(~
~.:;::'::i.~ ..;~
~~ ... .'.- .. -;
~ '" .. "~ ,..: :..: to.
:.. :: 14 :"'_ '-,...;......J
.,: :j''; ).;....
~ .~ ~ :- ~~ :} g ~~ .. .2 ~
u ;:.1 C ".I:"":: ~ ,,~..; c.-:: ~ ~
:~ .. ~ ': :; ~: ~: '.: _~.::l
; ~ .~ ;~ ~'1 ~ ~~ :? :'~ 3 ~ ~J
.. ).0 _ ';"1 (:. ~ ~..: :..:.)!--.: I "" ::
U) 'J :.,;.:. _.....: ..; ..: ~ ;: ;.) 'J _
';';:l.l.,.,J ".':; ,"';: ..:,).:.::: '.:.
:...: cu..; _~.. :.1 ~ "'"
r.... ':l Eo- ).; ~- ~: :.:l t.; (;. _
c :.: ::. .~ ~ -:... _ ...,...... w
U c~..~...__:~~....
~ f,{} ':J) Ul ;-. i-<4 ~
\.0 ;:
u
~ C .
~ ..... ......
;... r;
c.c~
" c
(',j .,.oj t.
u u';.I
r:. f,j ~
1-0 l-4 ~
(.) :;
; ~_....
>-
"
Cl
-
.~
w
]
,; . "- ~
:. ;l_
~': ..J 0
(J......=. }."
~::.> -:.I
-; l.-4 .... J
:St~~~
'.
~':41 g ~
: "- . t.)
o ---: v.; ...c:
~
..f ~ . 1-1
.'J' ~ <;
...... ~J () ~_
.:; I,.~ ...1:
.....1 _ ~ ~
~. c ....; .
w...... 1,.1-<''>
"
.,
~
.~
,c
"
.,
,
u
~
'"
".
;; ~ i
):' ,.
':::;\4
.... '.";
~:~,;: ~
~!_~ ~
,~
"
... \.'1
.. -'
L' '.~
~~ .u
c..: 3
<: "
C 'J
",
~
....<
~1 J ~lll
..'\ 'j 0
T ':j' Y' I <
.. '" :.... ~
--~I~: ;
('0.. ~
~<i ~ ij
r" i:
J 51 ~
!1:z. <.
j~Uf ~
:', CZ ~
" ....
:~
q .,
"l "
~:l.-:-:-~..., I
:.T ~ :-1~~
1'::::')2':
- I
~...~ N
0<0,:> c
N "
0 0
0 '" '" .~ 0
'" ,.. ,. ~'"
t
::;
("of NN
000
'"
o
o
~ f']
~.,: ~~
N (.~
0""U"'l 0
a-.~ '. 01\
COO
"" 11"I......
o
,.
,.,
.:>
0 '" ::> '" <' " '" '" '" 0 <> 0 0 '" '"
~ .~ ('j '" e, "
'" ~ ,. .~ ,., ... N '" c, e, e, -: N ....:: " -: e. .. ..:>
~
"" "" '" .-, ., -, .~ '"' "' ,..:)'0 "
'" ~ .~ .;,..) ." e' el L' '"
" .., ., " .' ," ., N '-1.0.: -: ., ~ '" '" -, -I "
------ _._-_.-
000 00
-,.r,...,.., "'-.1'
co 0 ...t ""
.c l"'l....., ""I";;
~r:: ~.-: ....
~ 3 ~~ ~' ~! :~
.; I _ ~~, ,.>J
C"IOO ~-_~'3
..oc,;e>- ...:.....
~"':.a ,...""
s " -, ::; .~
;> '" -.:
~ .~ ., - ,. '" .'
-- --
;:Q ;..... ''""!'')
C'o;:.G '-).....
.... - ,.....,..~
-f ('~ .-,.0
,......c .......)
i"" ...... (.,"'\ ~\J
..) ,-) .,.::, :0
~,.... f'......
~
C
"
....
U
.,
C
~
..
.~
..
o
e.
P-
o
U
~
C;
.
,.
o
.-
""
o.:c
~ ~
.. .~
., 3
.
..
..
,..
..
'"
..,
u
Q
t2 .,
l<Jw
l\.C
v, d ~
~ ~l:~~~'-1
~ t ~ ~ U :;: ,~ <~~:
~l~:~u .;:_::~ ..' ~\
,~ ~ =:i ~J' ~~ \;,{"
.; ~, "'"' ;.> c.J,1'
:'1'''''
~~ ~
. I ~ l
: . ~ . , I
..
..
.:::
<J
.,
..
"
.,
....
'"
')
., .
.. "
c: ...t
'J I..
.. ~
~
~ .,
~U
. ....
...
e ~ ,)Q '"
:.~ (~ .)" M
\I c.; ;'} r) u ., ~. ~ U
~ ~.; ~~ ~ f,; L.: ;.; 'J ~ ..~ ... ~ ."~'
.4 . ~ ~ u t ~ ~ ~~.:,,; ~ ~ \.~ ~ ~ ~ ~ .~ ~i :~~
. ;: .. C:.I i:: J '.' ':1 ..~ ~;: g V ~ '0 g ~ t
-. :;; :.~ i S 3 ~ :~. :~ :~ U ;.::; ~: r;:~;.. g~: 1'~: ~ ~:
~ -; ~ ~ ~ ~ ~ . ..-~ ,4~. ..; .'.... Co ". tl~.. : ~.~.::-:~ :j ~~ ~1 ~
'.:~ ..;....;. l.....~. :.-~:(;.:: G ,~~;V::: :;-: ..l1.,.oCl''':-'{'l
]~_lg~~J~~~i~~~~~(l~~~~:~~~~~ 3~~
~w ~ 1~~~U~ _~ ~ ~~~
:::
...
.,
"
~; ~ ~\
"'...
~ ~~ :..: ~.
;~ ~ ... ~ .~
c;..... .
.:~ ~.: ~ ~.~ ;':
~! .::, ~
t)
r.JClT'C r::;
~~ 11,,1 ,'J Z 1.."1 f. .'.', ('"'.' J f: 'I,ll
e! '~-,Ir.(:lllr':1
).J;.rJ.. Ctltlulj"
~ : .'. '~ I ; J::
t";.:: ,; I,.,."
; /'\~;d \: ',"':;~ 1 ; ~ '.~ r ;'~~:' i,~ ;\~ ; ;::1 :.: '{'f'~ : : f ;1; .':: ; ;. ~~. i. i~r'_";' ;1.1 ;:; ;:.;~';"; \ '"'l:i ;; ~.i:, ',J'li ~ " ~ ; I ;'f ~,' t~ :1;'I':,r .
;,1 ii::':.i,\ :1;\:.': ;''':: ;.~:,;,~:: ;,:::,~: ;:..',; ::'" ':' :1::.;,:;,::',:,::: ::::::::::::::::::::::::::::::: >,::::::. ::::
l",." t ~ t' I; ,.:
. f, l:~qlj,,~ ,'i. (.,1, j,,~~,.,. !fl.'-:~r ~h.J Lr)tJr In It(.;~'l:.:; }"1.lI:fl bll(~ ~l), 1:.1 .r L'll:]' {{J \"~':I! jr..a run".
~l:~' il otf:! COUl:t)'
eli.\ "I;j::
~ . 'J: in". ~ II :--:
;'t~II,;.:..j:~.~,'~ I ::~.. 1'.\1;:; i~'\-.-~.'r:;I~~.'~i..-;..:. .-.:; ;.nv !lkr;;-;:'.ii.:t.::.;;;.~ij~l-!-:-(.~;~~,-l;I.~-r~"~'i;,;; iOl~'l;'~r-
~: _.,.1 ,'..., I;. ~- I r ,-. :. ': ~ _ . _ . . . . _.. _. _ . . . _ _ . . .. _. . . . . .. _.............."..."..... .._
~t ili\"f::';.' . .".. ..... __. ..... _. _ _ . ,..".. ....... ._..... .... ...._........ .._. .._. ___._. __.
\' ii, d r i \ ( : ".' lJ; !.j I! ~,-r, \~ ~; :Irf, f. 'Id f!' ~ I ," j~.-! I ,~ .._. _. _ __ . . _ . . u _ . . _ . . _ . . . :. . . . . . . . . . . . _ _. . .
)\ r"ll"~ :':
t. }..':'l':<-Y' r. ( :,;;:i ';'~ _~ ;'1.:;.', l~'f "'-.It: 1., lJpLd,iY J"IIIH11:1l'! !O.l:, )~, r hn!:r to \'~,: i~!r'!l FIII,'1.
~flrl'{-Il COIlII,y
('/I ^ :-;. .I'::
C....' i".~I:":-,"':
C':I:I'!'I:{,-I:' ___d
lL~Jlj..,.p":: ('. I., II'p-; 1'.l\\'(.I~t'''' lJ~ -.-t:l~~;:'_,; :-'I~": -f:~'l"'r~; 's'!;i\;;:j.;'r':"; -~'{l"t.l ~\,:;J.!f(,hl f'f('.:~-tl';!.~ hl!\"((.,f'
t. : '.'.1 ;:-1 ." ; -' ':' I' I : " ~..!,". . .'. _ . . . . . . . . . . . _.. . . . . . . . _ . . . . . _ . . . _ _ . " . _ . . . " . _ . . . . . . . . . . _ . . . . . . . . . . . _ .
)(>~: ",X"~:i:i;: ,'" ": i': :,1,:; :'; j,;,I: j;,;,) ,h..;: \: ;;)01.;,:;.::::::::::::::::::: ::::::::::::::.:::::::.....
c. l' laj'!IJr,':' C,'~::I il!,. :'-; :0' .:;:~ l"~ r br,ur Hl J I (:~i;::;y r Ilnrt ;,wd ~I.'.l~, I'a 1:()\Jr to V~('i.. tin:! rund.
)J~Gf;;' ('v~lnt):
(:Jl.\~; I; .::
(.'.::'I','I!1H:i:
" '~~r I 'I.: Iii ,'J': _ . . ' . . . . _ . . . . .. . . _ _ . . .. _ . ~ '. - . . . . . . . . . .
}b-dw~:,',~ ~: ~:~ i:yt"f:'; 1IO'.H.r.'::.IW Ci".r>.Jkr:~; ~:W fit('r~; ~!lillf-.Il~r;-;; slNl f.C&lT(.,~,J (:H"':t(Jr;-; l'.llu.\lr
~ f l '"J _, : . ~.: II:,. l:....\ (.r;' _ . _. _ . . . . _ . _ . _ . _ _ . _ . _ . .. _ . _ . . _ _ . . . _. . . _ _ . _. .. .. .. . . _ . . . _ _ - . . _. . . . .. . _ . __
~,\l;':'~l :'1;\"' \!~\~':.~ :'!.; - i.~ ~(.~;~(.: ~\'! ;,;;( 'r;t;;j. ;J:'~:~: 1 ;,! n:i(:~:5'_.::::. ~ ~: ~ :: :: : ~ :::: : =::: ~ ~ ~ ~::: :: ~ ~ :::::: :: ~: :
l'd;i(I'r~:
]: I i.~ ":!I: r:,i!':1 . . . . . . . . . . . _ _ _ . _ . . _ _ _ _ . . '.' . . . _ . _.. _ _ . _. . _. . . _ . _ _ . _ .. _ . _ _ . ... _ _ . . _ ~. . . _ _ . . . . . ._
. ~ _ '. ,~-.ll u,.t~Ji:~d :.~,.(:~ ~.\" il_'~' :--t:,t:e~ ~;)lo(JI 'L,.:t H; \, 1,ray; t~l't:r u._. _... _... _.. --.. ... _ _...... - -_.... - _.
r,....l.l'!~( .
(]. l:mp:'....y(.r ("Jlli, ii",tt..;. t).~{.j I'l'r !JOl.r tn l'r,)id.I:' I'ulld 3!ld $').15 p.:-r hour tu Y:'\(',\(iOH FuthJ.
)Junt<.r(')" ('Cli.l1lty
CJiJ,:':l11::
C::;lklj((.~!,:
~ 1 ;'!: ~}";,:":!:r:;' ';,:1, :':' '. :,:,' ~ '~:'~c~:~;\\: ,~I,~'.~ ~'~~~;: ~:' ~": :(~ I:~':: :~I~ i~:~ 1,:,.-,: ,~~.c,l. ~:~~j:',i~J. :'~ c~~ ~~~ ,'~'. ~I: ~'~ ,
~~~!!"''-I;.'II~:' __.' .__....__ ._.._... _ ...._ _.........._....._.._._.__._~.._...__.___..._...
VJ:I..;f; h'.:'''I~:\.l'; !':,'\'j. ,', \'. h;.r!. UIl'.t u,),'k h;IJoi'.I~ _. _. _ u....._ _... __ __.. ._ _.......... -....._
}.f'{,~ ,\(.t~.: .
G. El!llli\.~tr l'(-Ll1P.';!." ~".3', I'~ :'1101.1r tn 111..li\1.-,y Fund. :.:wI ~'LJ~, I '('I 111'\:r t!; \"3.,":11[(':1 rtJllfi.
;:;.j_;. C...;.,7;"
(".: .1 ...~..: F.
C;.rJ'('llh'l:-':
('~lri"'!lh,'1 <:. .. _... ........... ....'.~._.' _. _..... ....... __ _. ... -. -....._. -. - -..
It ;~:(hn.r.'t !;,-.: I 1.:,';"'; I'l''''~ rr;,:H\" ('l":ra!n-....; :'0,;". Ii)trs; S!li:t~kr ...; ~(I."\.'l s..'~I~Io~d ('rh'l(l:-~ r.l;d. or
~ t (.,' i ~; :..r {: II' l ~ ..' : tJ i.": . . _ _.. . _ _ _ ... _ _ _. . _ " . _ _ _ _ . . ... . . ... . .. _ . . . . ~ . . . . . . _ _ . _ _ .. . _ . _ . _ ~ _ . . . . _ . _ _ . . .
)"(,c: ,,,,;r\,.:~;,';t;:,I.:';:,;::; \.; i!,,;, ',;i,,:,'r; -,{,ill' ;::;,:1: i:;,i:;jt;~; ::::::::::::::::::::::::::::::::::::::::::::::
t. j':II~J'bYd' t,\.;ltlil.'l.i.... ~(. ~;;, I'd' l;()\lC 10 jJdi<.!:\~' l'Ullu :.iJi<.J ~0.15 J'\'f hOlj(\o \.;)~~,tion I'und.
r;ilm:,~ COllnl)'
c.1!.~;' en::
(.~Ir~~..~;~(,.~~l:;.'rs H . d....._.. ... .... _ ._....1_ __.. _ n... u_. u" _._ ... _ dh __,.... _:.. _.. .... _._
)! :-tit!\,. (.. ft Jlt....; j;' \ '.r::; J -(.\rt:J :--~w (11.'( Lit <.}r~; ~~W fth'r:-:; ~hi ilflrr:-:; ~tt d ~r"l.~o:d <-!TCI0:':,; ~\I,d,()r
~!"f'l c.b"!')fl;: (;:" t':r::..... ... .._..._.._ ........ ..._....... _. __ _ .._.. _.... ....... _. ._ _.. _.. _. __.
rN/~T!llt! ~\~~f~I~;. i :1.;\.( ~ - \\., ~:)r i ;'I:li -J~,~ k- 11; ;j.i;.:t.;.~::: .:.: :-. ..-. ~: ~ ~ ..-. =. ~:: ~._:: '. ~:: ~: ~ : ~: -.::: ~: :: ~:: ~ :
)':.dnl(J :-;
:.Ii~~!'~;~: ~~~;:;j~Xi~ i; ; ~; ;I:.t i ;,.:~'i. ;!"~~("l; .~....~ i;'~~.:~ ~;:::':~. :~;l~i -t:~ i ;t~!~',.'- ::.-.-. '. . ''-_ -.-_ :: : ~ ~..: -. .. ..:: ..: ~.... '. '.'_ '. -. u
}'(;~ltnJh :
,:. r.P.I,llJYl'l" \.'"H~ral:JI"...; ~:~.:~.~ 1,,"'1" b'.ur tlJ Hl'!I<l:I)' F\ll~t.I .\l'l.d ~P.l!j I~r hl~'U; tv Y;~,-".\thn FU!ld.
S:J,'roU;!('uttl .\lId Yvh) ('(IU!\tl"S
:r
<.1\\:,,;1::
l:',q"'i'h:':'::
CJ ;~;,~~:~~~,::;!: :::::"~ :\:,\,:;::: ~.~~~~.~~~~~ ::;~~,~~':~~;: ;~~\~:f:::'.'~: :~!~!:::~:':~~: ~;/~I: :':'~~::~J:~~':::'::'~: :':':<':'~:
~1!;! \\ I i~. :,'::... . .. . .. _.. . . . _. _.... ...." _. _. ... __. _........ _... .... ~ _........ _.... _..... _.. _.._
J'i!"h !\.'~I Plt'l.I; k"i.J;'f'.. \\ h;lri :aIHllh,'.'l. LI'lj.dl'I~. u. _...... u _. _. _.. ... __ __.._ __u.. _" _...... _.
}'t...,:,:"tf': .
~J, rh!I'~I)~'I'r "'-"'Il:!J!'i.I(. .~II.:':, I~l r 1J1.ur to ]l~.ll,L)' l'lIud Jrl~! t,).}!' p\.:- It"t!!' Iv \.~L':ItiUI\ FU:I,L
fall Ih..::Ho f::Hl ~1.1I!~. (" ;f,\ \()ll:lf~{..,
----
('111"1,1::
c.. ... p,"~!,'l~:
(','l J '1'1;1 I'r~. _ _ . . . . .. ... ~ . . _ . . . . . . ~... . . . . . . . . . ... ............ ~ . . . . . . . . .. . _ . .. _ _... _..." - . . . ..
Jlard\\l..d r:,..,~. ~:-I':-~: I)OJ\""d..:\W ('l.\.'r.'II'I~: :.,\\Y' iiJ..r;t; ~!I:Il~;J,'n:: st.....] :.....lir,l!d t.'r",\"t',:s i.:ld,ur
~I",'1 ...i,,'; I!.!: I.r....ll ;:J..... ..... .._...".. .,. _ _. _. ..._............ ...... ......_....~. ........~.~. _ _.....
~lllI~',', 1::>, .... ... __... _... _ u........ .... .... ... u..:...... uu.. u ....... u. uuuu.. ..__
. )'11. .If i\' ,.;.l\,(:I, l'II'!.:I', ~, !J'l:', ...lId d'J\"\." 1'\li:'.I,'r _t.. ...... ~.... .... ...... ..... ............... ..............
J:l..(h;,'!,u:":
J'l",'11 h-llll:i........... .... ... .......... ...:. .~............................ ..............................._... _.........:
(:al.h f 1110\., r;,. _....... ............. ...... ~.... ............ ._....... ~.._.. ...... _. .......... ....~ ......... ..... _ ....
)'n;.~!I'.:L'.
t, l'1..I 'I'"y,.r Cl,,,t,l",,t.: l;',;<:'l'<r h.:>UT Lo 11,\::.1;:)' Fund n',,11 ),Ib I'.'I ht'ur 10 \'a,nlk,1\ F,wl.
t ': ~ i)~ ::~
} , ;' ~...
}"",'!y
r :.ll ;~
l' : ~ : . : ~ 1 I I : ,j ;
1"'11 j"ol ~ \. ,.,,;,: ;U; i J. 1',1 I:.
(I\';l:'
II.', I\'
I.. (" l",m ~,. .1,n 111./",..
'i. (,~ ,W .!,Il .!';-:.1
;. .:(- .01 . fit .1.'1'1
'i. t~i ,01 .f..j . !,. j~.
7.111 .1',(1 .f') . (Ile
i. (:,r; .m .m .~ik
7, ~,n .0' .C") . tJ~:
7. f~ ,m ,fir) .11;';
1'1.<'-'
.('.' .......-....
.(:.! ..-.......-.
. . I.~ . ...
. f.:>>
,I':
t.'
,.;;
7.W .(J) . !i.") . !l}f~ .n~ ..-....-.....
i. (.5 .m . rl) . t,"!~ ~ rl~ - . - . . . . - ~ . . .
7. .,) .1,1 .. !0I:) ~ !~ 'e .f.~ ..._......-...
7. f,:j .W . !J) . ~IJ..: ~ (J! e.._._..__..
7. !IJ . roO .m .I{,I .o.~ ..-...........
;.f?~ .'<1 r.o .!/'\...1 r,' .._...-..-...
i. ~j:J . [,j ,f.o . [;'-;d 0" --..-.. --...
7. G3 .W y' . r/)'_1 C')
. , . -. - . . " ~. ....
b,~~ .~5 .2t, . (..5 ....-....-..---.- '-.....
b.~5 .:!$ .~~ .65 . -. -. -. -.. ~ - " -..-......-.
;.,so , (i.) .[,0 . ~')d c.) ..-...-.....
7. C,!, Jf) .!f.1 ,1.1) I .r} .--..-...---
7. ~,.. .1:') _&1 .tl'.l ,u~; ...-.-...-...
";. (~i .f') .W .tJ.id .1I~ _.....- .. ~.
i. 1/1 (0 .00 J/1;l .o'~ ..---- ----...
i. (.5 .m .!ll . :,-'\~ .~:~ ...--.....-.
7.00 . I'll . ~JJ . [i!c. .H'~ -' -.-_.....
7. (J .fiJ .YJ .IPc . C/o! ...-.. ....-..
"
i.50 ,r.1 [,0 .~(\(I .02 ..-"-.--.-.-
'. (,\ ,W .!~ .l/lrj .02 ...-..-, ...-.
i. ~<() , (~ .Ml ,!o"l ('l ......-. --...
j, G3 , (,) . [,1) .1,r", .(f..! ....-.. -....
5, ;'0 , ;:5 ~.s .r.\ ......-......_.
6. t..5 .:.1) ::5 . t:J
7, r.o .v) ,W ..'>1.\1 .lr! .......-..
.. (,5 ,(.(1 .W .f.U (',
. '. -.......-...
7. !'U . f,.i; . (,'. ,r,'\.l . (I~ .. -........-
7.(.1 .1';') .[,0 .!.,,.I .. (I.~ , ..
7.~ .vl
i. (,:i . fJ)
i. WI ..,',oJ
7.GJ .W
8.71 ,<I!i
.~.t;1 ,~5
. !.J).'
. tI.! ..'
,.'>0
.m
./..1
.W
. {,{ ).~
. &Jro~
,R..,
. (;,~ " - . ~ . . . . . . .
eO.! _.._._......
.fJ.! .._.....__....
~~t ::::::::::::::::::::: ~:: : ~ : :: ::: : ~ ::
fWr~t.l 'f:i:~;l~.TfR, VeL 36. /,0, 1S'~,--rr.I[\/\y. O(fOr.~i! 6, .1971
177.10
:: ~i
. ~I
~
"
" ..~~..".
.
,
."
V>
I..
.-:
. ~~~
~~
, C\.
, V>
: E
) (.~
z
:-1
,[j
r :.:J
!',[I ~
~
,
:
o :.J~tll
~ ~~~
~ '",
-n .~,
N "
t c',
~ ~.
,...
...
.
.'
..
,t
...
,
....
.
.
'"
<
...I
I
.,
<
~
-J
u
t
...
i ~ I
1:'1
I ~ I
r
r.
"
o
;.:
~
u
~
~-
~
"
g
"
~
I
~I '"
ri I ':
s:1;
;:L-
?:
o
!:
<
u
<
>
L~
l-
t:
(,1
Z
101
.:.:
.,
o
C2
""
O>4V')
~~m
:>::
,.;
c..
<
It
..
..
o
:-::1
~I'
to
:5
;;:1
:::1
fl
C
""3."
..... ~ C
r. c v
j r: c
~ .-:"
v-
.., Q ,.
C
). ... (.l
G _ 6;
........
6t~
... r.
z.
<-
;:: -c
-' t; a
r: ::: L.:
..,.;; .....
.. c
..., ~:J
o
~ -~ c
,.. ':J.... (J
') ..... ,.. ::
:. t: :.; -~,
> - ~
... ~ ~ ;:
......v.....Q
-e x ~ ~
f,;."UC>
~
"
u
~
o
:;.
g
~
..
..
::
v
'"
~.
",
G
It'.
<:
.>
~
o
'"
o
'"
o
'"
'"
'"
0)
'"
~
- = .... ~.
~[~::~ 5
~~~~.~'::~g5~
;; ...'1 -.J 1.. ..~ r:
"0 -:) <..1....-4::......
0;.: r-o ~". .....: c.,) .......
,e n ", .~ ..... ':.l
.- \.,0 :... 1 (j lA....
C'....-t v ~ c: ..... ..." U)
...~ ~ 1. ''': rl c:
.... ')- ell Ii""
:., j r.~. ...'l.'"
~..::; t;,;...... r.; ~ ,. :..
cou;~.:xoco.
..... ..~:. '_ ). c-
........ c --.
:; I"'; ~ ..,) Co r: X
...... k -:. 1. t.; t: II)
L' v >. v .-; ... ......
t: -:l -:: ...... \.0 ...... !:;..-. 0
_ ~ c ~... ...... ~l ...., ~ ~
-~ --:. ~ r" tl t)...... ....
;; ,~ ~ 0 C..._' !"J
-t ~ I ..;: U.: I ~ "..
.;:;..... ~ ... .. ... ~ ~-..;
E ".'J ~ ~ ..1 C r:
,... _ ...-I ..... :, '/': r,; Q
~~2~~-:~~~~~
\.. ....J ~ _ -, ..... <..:
~~~1"~:n~~~
y ~ "'" ci ~v4 cr. """' ~
-,
o
o
'"
o
'"
o
'"
,
....
..,
.,.
~
"-
- ..
c ..
~i
u .~
...
c. ~:.: ..<<a
.r.._C'_:-~
U...~..;;~.:~-~
v ._ 0 "'.... u
~"j~~~::~~
.o.J U (,. ~: u.... .: v
t'_ .'. "-4"'':: C .
.- ...~ t.l w.' 0...
is ~: :j ~-: ~ ~. ~ u
t.: -' ~ u C t..O
~ t.J~: ,} _ .~:::
~ .;: :: ~;.i ~ ~ -;;
'. t: _:... >J..... l) h
:,.. ~ :J;";' ., >..- c:.
U UIU\.C-
"- .:' u.J c::
... (J ... . u.:: .....
"', oJ .~ L .. ~ .. Q
~~~~:~O:?).I
_ "'" ... h t. "'.-4 ...
U .1"';' 0 ~ 0 c
:.~ \.. t: .~ t.:; :~ .... ~
~ -:_= ~.'. '.:. :. '"' ~ ~ ~
... :l ...It. ::t
:: U ~ -: .~ :; :; .i: ::
.:1 ;:-:~ ~ ;'~ ~ ~.. ~ ~
(... ~ I, ,. ... ,....... : 0
~ c......., ,,,-;.0;. (,;,. "''I" ""
..
..
.. ..
- "-
- ..
.>. ~
~..,
"
.. "
.....
.. c
~ ... .1
,,_".J
o .. c
-.."
.. ..
.<: c: u
...... U f'
:>0
~ ;; ~
.. ~ lot
CJ t:
H. :\._
V I. 0
.... ."1 Co
~Q"'"
~.~ ~ ~ ~':...-u
I) 'J C ::J. .,." "" "J
'-- I": ~ ~...: J '" ,., ,~
~} ,}., ., ~ ~""")oo
t u t..; :~ ;';" ...:;.. ~, ... ~; ......~ \~ ~
.:~ ;t .~:..~. .: ~ : ~ ~ ~ ~ j ~ :.
: ~ } ':'" _~ ~ ~ ~ ~:~.. .:: .. u ~
0' ~ ... 0 .) :2 tj .~~ :.1 .~ ;.
~ .'~ ~ ..~ _\ :: - ;.. ~ ~ :. ~ ;~ ,..
~ u :..'" :... '~ e"I." r.. .1,1 \..,
_ ~ r :.. lfl, ... c~ ... V
o ......: .~ .., .' -J l.. f.. ;-: .... .. ." l..I
.. (,j, ...: ':.~ l.<I }..o ,"'
_... ., -.; ~ l_ ...." .oo ....... ,., :; v j...o
u :; '.: v ...-:. .~ :; ~.; ~ ~~ :; :~ :~ ~~
" ~ ~.. ~: : ~ ~ :: ;; .~ ~ .r: ~ ;:0-
....: ......, \.- .- _..... v~... \. '1
('. '_ ... . _ .~ _ :,. ) ... J r... \,0
~, : '. .. _, I. -' ..' :..:'_ \.I .: l~_.:" .
...: __ ::.... .', . '. Co' 'J ... I .,
.. .....; -: .. _ ~.l .:. .... '. .:
.. :... ... .: _ ... v
" ......; l., <''; -..... ,-.., ...
t ..~ ~..; .~::~ ~ ; .~ ~ ~i :~ ~ l~ ;
.:~ ;~ 0..) ..: ; ~ ., _ .... \,0 () '.. -. \.0 ..,
:: 1\.1 .. .~ ..... ..... ~ ... ~'/, ~ t':' ,. ~... l. l'>l
~
o
o
, '"
o
...
o
....
'"
...
'"
'"
I
"
J U
~ c:
..~ ~
:s :i
gi
~~
-g E
...~ 0
U
r.; r:
"
~~
"
", '.';
'"" :;.
~ ~ ~.
-) ~. I'.J
", '"-,,
.'i 1.0 r:
~E~
o
'"
o
on
....
..,
o
~
~
o
., ~
o 0
o
'"
a a
'" ...,
o
..,
o 0
'" ..,
o
'"
o 0
'" '"
'"
'"
~
'"
'"
",
...
'"
1 C
.. -.) (,J
r: ':) I f:
CI :.. c..,
E. "'1"'4 C
." t., :3
u (; I. 0
I": "'\; A
t ~ ~ ~
.. c: Lo
'" ..
'- u"
~ l E
u ~ k ')
~ t ~..;
... e..:
~ 'J :: c:
~ ..... - c-:
~ ~ ~ ~
.J Ij (.,
_ C \"'"'"J
:~ J ~ ~
.. c :: c~
\.0 "": c: C
(.. c: _..
~- t: 2'"'g
.~ :.J -_
.~ ~...., v
1'-
oj ...
~ ,:..'
'oo ~:.::
NOTICES
'1'''~ ,cr ~ --7...z 1/'\ V'\
00000000
... .. .
00000000
..o..o\O..o-.:>~'-O\O
'0
...,
OQcooooa
-.0..0-.0<.0..0...0-'>..0
00000000
II" w"\ '" '" "",,~..... V\
.'"\
'-,
'"
VI
Ct 0 '3 <n t"'"I '" co. (]\ loI\
-.0 0')"" a -.D c...,.., (}o. "'f
~""'_....-4N,,^COQ\ ,...
.."'I...... II'l OJ"" ~ -.v '-0 00.1
"
-,
~
.;
~...~.::l. ~.0.I. p"l....<,(
Sol ,.. ,.. S. }.< "'" J. k
OOOO()OQ'-l.
): :l J: :J :J. ;:J ;J. P.
t.3 0) '-1 '" OJ) '" t1;"
1-< 10.0 H '"" \.0 J.o. 1., .~
:) ;J =' :J :1 :J ;.l "\J
C~OOOOOt:
., _"K,; .:: "L; ..= .::. ~ .J..:, .c Q
v: ~ ...
c n..o -4 ..:) ...t ...;r t"'\- N
C J Q
_ ....... - .. .. c3
., ~ ~ ~ ~ ~ ~ ~ ~ :3
<"l ).. ...: .0 A ....-, _, .c ..0 (I;
).. ...!..: __ --'l ....-1 _. r-i .... ...... t4
-,
~...:l~C'..N..oC'JC1..r"'tJ
C rlN(,...N~M..z ~
. ..
~. ti I I I I I J .
....:J .::.e
<- ~ ~ ~ ~ ~ ~ ~ "
._':l..o~.I.").J'l.o,o 0
-.J ..r .... rl ....-4 ....-4.-4'-' r-1.....
'~ .....
.,~ ~ 0) >:l) N '0 N co ~..
'.j I ,...~ rl ...~ C"~ C'" C'l M "J J.I
.. ......
~ ,.:'l .... \.I \.I k ). h \.4 r..: ....
~.- ~ ~ ~ ~ ~ ~ Q ~~
.q ..; 0 6 6 b 0 <5 3 3 <0
?.:
';
-.
"
~
,"
?
'"
u
"
~
~
o
4
o
~
o
o
..,
o
..,
a
'"
o
'"
o
'"
o
'"
~
a
,~
o
.,
- '"
."
'"
'"
."
....
...;
....
..,
N
I
..
I.
"
C
o
~
..
"
"
"U
,
'"
,~
c
""
~
"
:J
""
"
"
..
'-~
.. >-
,.:lri....
--; g
"
~.. ~
.> :i
'" v
"u
"
.. "
~ u
.. "
.. ~
.....u
'"
'0
c
"
..
.,
...
<S
o
'"
o
'"
..1"
o
o
'"
o
'"
o
.~
~
-,;,
:.<:
~
" ..
o ..
'" 0-
.: '...
:r "
~...
" y
./ "
t. It
,'...
e~
"
~ ~
.-4,oJ
... "
.. )
'" "
'" \<
" .'
.,-
~ "
" .)
.. ..
p,
~
o
o
'"
o
'"
o
'"
"
....
...
...
...;
':'<..
,....
o ..
:J":
<II
"
~~
.. .
" ..
~ <'0
~.:
0/1 ~,
C 0
'J 0
U...
- ..
"...
.. 0
..'"
.:
..1....
u...
"
c.,
"
"
~...
..
" ..
..0
o
-) ~
., 0
...
-*
....,
It _.J
y~
..
o .- c:
..:J C <1
l'C 'J t~
.1 l;'0
" ..:
",... .,
u " l,)
""'" N.d
Co ."'l-.J
:) :....'"
o
-
~~
00
00
.., -'
00
"''''
00
"''''
"''''
~VI
..,0
c
2
"U
C
"
o
..
U
c
'i1
s
o
.'
,
"
, .
"
~
""
'-
'!"
-
"-
0-
-
to)-
Qt
UJ
C)
::
'OJ
...
o.
..,
u>
.;
0(
o
oc
i
...
"
-
o
z
.0
..,
-,
o
>
<<
'"
...
u>
i3
...
""
-'
.t
Qt
""'
o
L:,.
Yo
~
".
~ .
I: ,
0
" ., -
..:. ~- "
< . ; j ... 0
'1 ,; ~ ;J
;.,
"] '- ri
o~
C\.
VI
Ii !..: n 0
c.. "; \0,
j 0
i.: :-
-,
fl (.) >.
.\ '-' ~ '" '^
z
.1 ~ ~ '" '"
0 .
'J."- .
-
II "" . '^
I, ., . t"- t"- o
X - -1 -1 .
,:1
u;-.~
. ~~~~ -<> '"
-: ~; 0
u~2~ t- . r-
"
- 1 ,. .~ .... .-.'-
~
....
...
.
~
~
.....
8
~ !
, .
NOTlCr::S
~) l.
~ ~' '<
t.' C i-:
, .h.,
., f~. .~: -~; _~! !i ~,I.1 c; ~~ ~
~ .~- ,:i:"\ ..;'" 1.~ '., ;; ..C"~~.. ,
. ...... n ... ., .. ~J I.. ,1 .l:j
~:: ~-: n, ~:t"-;:;-"'..~:~:(~: CJ
~'H~.~*tl~ ~j~~ ~~
.~ .,.~ ." (')..-..... ,,) ..... \. " t, ." IJ
S _I, :: L. ~ ~ t...J t? ~~ .1 l~.~
f: '.' ,~ .... ~: 0 <'J.~ ool': _
~ (j (~ ~ ~ ;. - ~ T1 ~ ~,.J..1
.j ';:~ -;~ ..~~ t.1 .:i ~: ~
~ ~: ;~~ ~:~ ~-'~ oS :~ .~ .~; J ....
,_ - ~..:;:..~! I'~: 'y", d: ~
f.-.~ '~"'~ ~ ~"'_ ~,:.I ~.~ ~Tf' J;~;~. ., I)
_ '. _1 "~' ',I .) ~:
~ .~ ,j.;. j i J .~ ~ {1~ ~1
~ =..,""4 q o.::.~ ~ ~ ).: ~ n. ;1. ~
l. e '=~ ~, '(: J. t ~ t' C": t ~ .
!~g~~~~~~~~H~~~~;]i~~~~:~~~~1
- 5 ;i~ 3 c.~ ~~ ,.: ~ .::' (~ ~- ': -0 ....~. ~ .;; ~; ~ ;...:.: ~~ ':. .~l ;,~.o, :r::~';' ~:~",~:". ~;':~~':~.'
;: ~".~...:.: ; ~ ; ~.'. ~ ~ .~. ~; .:~ .~ ~~: :~ ..~ ~ ;~, ~:: --;! ." :; ...., ~
...~ L. ......... ~.= u ~ -J ~'_ :.J ..~ ~-,.J ;:. ~. ~. ~
.~.~ -~ .~: ,~ ~;.'
t~t~[~~~~~ ;~~~~-~~:~~~~?,~t.~~~]
~~~~~~~~~;~~~;~~~~1~~~~j;~i~:
i~~~E~;i~~:~E~~]~~~~;~~1~~e.:.~;.;
a) ..... ...:: fj ~_; .... ~1 r. 7"' L:.~ ../..-. :: ..: () :;,l. l.. {.I -.. t S' _~..::;...
~ ~ ~ ~.'~ ~ ~ ~ g.~ l~'~; ~-.: ~ .~ ~ ~ ~ f ~ [: :', ;) ~,~ ~ ~
~ ~. ~o~ ~,u_: ~c~ ~.'.';'.' ~'~'. ':0'-: P,~, ~,~",: ~.~ ~ o!: -~~., ':o'~ ~ ~ .~ ~.:j ~. !. : --: --: ~,; .....~ .... .: ~
~~~~rl~~rl~U~~~~~~~~~~~i~~~~~I~
8'
~
o
o
'1
r.
...:
fi]
o
...
z
~~
~
...
~
o
...
c:
~;
g
~
..
"
'"
r:
o
-~.
..,
~ ~ ~
~ :,' ~
'"; ~
."-
[,:
:.-:
~~ ~ ~
(" tt: 7-
~ ~ ~,
~I'~
~j
f.
~
:.:
-q
7-
.,
j:;
<
u
<
"
o
'~
'^
""
'"
~
"
..
=
\ u>~
rl ~~~
c
'"
C)
<.
. '.,..
c
....
-cl '2
.. ...
" r'
" ~
<: ..
0 ,~
en " 0
{I: 2- u
}.:: '" .- n
r' .> " "
o( .< I ~- ;-,
,~ I.
I!! 0,
Co - "
0 C ? U
,. - (;"
... ..:' ",-- ~ 0.)
- -, ..' r'
,., - .. "
a: ~ '-: ..
<4 - ..
.. 0 " ~ '"
,.,. ., ~
f:i .-: " i:
~~ .'
f.i ,. .' t'l
;"r' 0 ,. .,
Ii' , (~
n ~ u
Ill.'":.....",
ci ,.
-. ~
"
'^
'- ~
""
<'-
-=;
...
-'?
a)
\ '
-
-;:{
o
"~
\0"
'"
'"
c--
-'!
o
.<)
.,;
-..1_4
I
....; ,
- "
:& <';' L.
5. :;;
....4 N:< c:
eO;! ..,....... U ~l
..... 'J r' -J rl
o ~ '" ~. '_' ~ ;.'
.,J L ':1 ..) .-, '. " .
~ ~ ~ 2 .t I~ .; l
L. 'J ..;:......_":.
.. . I ."~' .. 0.--1 ..
~~ ..J .' -;' ~'J t.; _I ~J
-, ,'" I . ;~ U
>.. L. e., ", J..-
r. t:.. . '. .. ~ c'
.. .\...... :, (l t: oJ \.'
':' .0 :>0 v.~ -.., r-
u ~~ r \(\ '-. ,~ ~ ...
il"'J r- t.. -..1 t: ~
r"'..~.: ~i '. ~ ~.,;I" 6
1.. I.,'" ",. C-
.)) II ...:. (\. ':J ....
~ :1 '1 ,) 0 U ..
.2. ~ :~:::..:..= r- ~ ~
f i~ ? ~ ~ ~..- ':"":,.
" 1..' l.. '..., :1
r~ 0;: C'~ ~~ I~":::' g ~...~
~ ~~ .~~1
<:'+J:.:_
r.. l,.~ t.'
<:-; cJ tot ::.: :~~
;~;~:~ !! :1~.z
~"'_ .....l...... (j ::_
c. :<( .--: r; ...4 ;. .~ \.,
.... -. C-.': :'1 0'" ....
.:. l' or, C' ....1 :t ...~
~; ~ ~ ~ ... ~ - .~
.... <:~.: - t.. ...
",,' .... .... '" L~ .. :"') '0'
;". .~.:-:: I. : .) ...)
..l ] S ;;~! r.4 ~ -;
~: :~~ '-" ~ =: ~ (~ "
,-' r" ........"'_ t.t
~: J ~ ~: ;1 :: ~.. ~
...... () ...) r-t ,,.. .,
~ ~ ~.).;I'~:.
~ ~ -'" .., - .) C ..J
U
':J
~
-
-;t
.
~
.
-
-
~
'^
t"-
-1
(,1 ...
,...
~
~
'"
r-
-1
'^
'-?
....
,. .~ ~ I
_ t: c: t~. = \" .. f .-. ~ ,') l-;
;;; t] t; g~' .;-; t. ;'3 =: ,,;: >; ...~ 8 "', ::..~
~.~ '. ...- ,1 ~ ~; ~ ~. _~ ~: r2~:: :~.t r.
L. J. ~~ :: :'~ ~) '-' . l-.. ,~~ ,) ~: ;: :~ :. ~I : ~;
'1;,~U :.....r)('..,~:.~...~ ....,~
~ ... I.~,:~ ~ ~~i,} _~~ ~_ ~ ,:", ~ }: :: r
11 !...::,: L '.., ..'.. ". t~~: ' ,}
U ~..J J..;~ -:;...: ~': -; .) .~; ~~ t f :;
fo.l ..: '_' ';; L. 0 ,~ .-.. ..._ .:
~~~~:~~~~:~'~~~~::~~~0~~
~i~~3~;::~:;ii~~~:~~~~
~.l ~ ~ ... ~ .1 '";.~ "'.:: V .~ot: .2.,":,. :~ i.~. ~~ ~.'
c...' J. \.' ,.J \ ~ : ,: .... i' J H . . ~ '': '"" . ~.
U l., (' _. ..., _ (', , t rl ..~) L ..-
(' ,~;.1 " _~ ~ ..~:-...: '7 -=: ::.:3 ~ ~: ~ ~ ..'
I.. ,-: l: ~'~ . ..,.... ..---. f:
o~"". .... .... C 1. "t ,.-'" i.' .': .~ .. 1 1. q
.: ',.l ... .... ." l\ .-: .' 'J "1 -:." C
~~~~ifl~:;~:~~~~l ~l
..
h
_r.....'.._
~<; 3. 3
od () (\
lr .. ~ 2-
......
Co' f. Co. ...
~ t1 ;J', .'
,. ~.. ,. f ...,
~} it (~ .~,
~ ~ ~. ,J
:..: () ~1 *it
~J- ':j)~
.J" ., .'4
,~~ I: ~
t, 7 ~'J1
.1 >t .... ~
I.t' ~: '~...'
Lld;~~1
...... '.: l.
1--.,0. .,.4
f ~. ('.. ~')
~', ~ .~: J
C'>
.... ....,,, ~
~:~....... ~
1"1 \') I . I.
'J ,'....... (,I
.: -' :'. t)
<"....4... r. ~
\..; .~ :'
;) , j I. ....
'. ...... ":,' J.
. '" 'J...,
~,. 1. ., (~
,... " (J .,' ..) :;
.J.. )..
.. ._f ,,oJ
n. :.
;:'~ 2. Ii!
". r
\' " ;,..."
.' .... I ~ .-...
~ U,... .
. ... ~~ ~
.. l. 00: 1-..
,,',.. I, .
,; _' '_l f!
., ~
..J ( ....
:: o'l"'J
\r ;'1 r; >J
"'" I. f; .
\. " Yo ~.
Y ;1 \} V
~ :'::. l;~""
~~ ~ ~.:2~
c ... rJ J- "
\~_.- ':-....;-
~1 ..I 'i
r .: .1 .~ t. ,
~~ J ~ :~ ~~:;
~, ~....
(' ';'\ " ... . '^
.1 \~ (J ~ :~ .'4
;... t.
.1 ... . .
n...-.... I)....
~'~ ~;' .S;~
'.'" c ... ~J
I,'.,' ....,:.."11
:. '_ ,J "
,: ..J ,;j .1 ~;
.~ t
.'.' .;.,
" . '.
., "
__~l
f~ C~
l'l7-\l
..
."
Qo
..
~
eJ
:l
'"
~
~
~
.(
Q
Ci
l
l't
"
..
<5
~
~
1'1
....J
o
>
r/
"J
r;;
ffi
'"
-'
~
w
ID
'. :'lo
. "
.:/
'. .
I~ . . .
0 .
-- . 0
V> . , '.
~. ~ .
% .
r:J 0: -r] " ~ ;J' ~
". " .
- <
<: 0
n. '" -'
V> () .: -
~. i; '.
r;: < o. : ~ ~ ~
(~) <1 '1 -
< .
z >
:'J -
r.; ~
toJ z -
0 g '^ '" VI VI
"- .
(2 ~ 'i O' '1 '1 "l .
u..
,
,
to '^ '^ VI VI
.4 e- o r- r- e-
X -:1 -1 I -'l -=r .
U~t.l1
Vi ?1 ~~ to c:) -\ ""
r-: '1 ."0, r:
c;:2~ ...
. ~u: '0 . ~ '0 '0 .
:r. ~
- " a. '~.-'.L...-- b~~
177/2
n ,-
'" r-
... ~
. .
=< C"_
.~
.,
.
~
. ~
,.
,
<-
I
,
8
/,
I
...,
~ ;
't.
"
,I
n
.' !~
8
,I)
""'
P-
..
2_!
0
~
j."
1.'
,.,
'"
r..:
[;
2
'" '"
....." t..... Ii
1J~ ~ ~
... ~. ~---
'" 0
~" f;: ~
.!. ~ ~
- 0 ~
n ~ (;
i:1~~
!'! I ~
"",,---
U>:V1
~~~~
,.,:~.,: 00;).
:x:
"'
~,
~
a
...
i ~
r.:
f.!
".
(':
:\~
/
'~Ollcrs
r-t ... ..... ~. :t e
c: J. 0 ..,.t ... J ,0) n
~~.~ ~ ...; ~;; ~.~ ~ ~~; ~ g
'l: .~ 1,..:: ;; ~_~ ~;...-;. .~.:,,) ~.,.:-- ~ u ~
~j!;ij}t1Ji]fj~~
.~ ~~.~ ~ t2<-: t ~~ 'c.~~ 2.~ ~ ~i
.., ..1 t..: rle t."':1...... rot:..':.L:
- .. 0 :.. f. , .:: -. .} .,..J :..;
.. So. tJ ':"...... ~ .: '_ _. .l r-1 r-1 C. 0 ... 0
>. C [; ~ _.l .- C. : (. r-' ;" :~ .......-... 0
E ~ ~ il i: ~ ;~..~ ~ ~~. {; .~~ ~ 2 .~
~8~~~~~~J~2~~~~~
,:. t'l -a
, r .... t. 0 :'
t:' -:: rj ~'l :.- .~
;-, (; t; ~; s~ e ~1
~~E ~:~ ~.~-;::
;:2~..:3'~i: ~~
" :, . ... ~ .:'
.-) :.: .~ ~~ c. "'-.. ..: (V
~ ~"~ ~- ~ ~ f;
i: ~- ~ .3 0 ~( :~ H
~; to s!:'6 ~i .....~
O--""'{';1'.J_-,
:_ ~ ': ;.:' .~~ ::: r- ~
o ;; _~: 2 1:; ~:; 0
::"'~ '_"'0( ... .~
~ ~..; -~ ;; -~ ~ ~ ~
~ .i E ~~ r; 0 ~ ~
8 ~'u R [21~ ~
J1 ~ ~.
",'., ,~ ,~ $J')! ~ ~
~:. .:~ c c " .... C
~ t...-4 .<:. .~; t..:~: E
I .... ~ ...:: T1 ., ~.
....> .~J ~ t~' ;1 C :... :r
~ ~ :~: 2.: r,; -:; E-'-:
~ }:~' ~ j ~ ~ f
fj'~t{~~~
~.; ;}~. ~ ;~ ,2. ~ ':
(,.-~.~ c r: .... :..
r= d J..~ .... M ~
_-:)_ t...; ~; ()
...;-, ~"1 ,
[4 .... ~ .: .... U ....,-1
':1 ~ ;S~--;;.~~~
::5 ~ ;:; 14 .r: ,~ ~ ~
< ~.f:J 0 ~') " $.. c;..?
ex;
... ~ ~ I -g ~ ,~)
':.I C' (.oj X .... n.:~ -::!
~ - ~_...-... (-,
~ -;: ~') - ,._~ 2::; ~ ....
~ f; ')';i .s r~ ~ 2 "'-~ fi
~ ~~~~ 2.~ ~.~ g ~
..s c ,..)r:'_.~.J
.;..'':; }; ~ ~ 0 ,~ i ~ ,~ ~
~~ 2 ~ ~: ~ ~ 5 :~ ~ -' r-"\ -0
~g-+ fi i t ~~'T~
~~ ~..'E ; ; ~ ~ ~ ~.: ~ i
~~ ~ :~ ~~: 1 ~ 12 ~
:3 ;..: ~ ~\.; U (.') c-J__ O"\J :"1
.-
..
-
.
'.
-;:J .
0
":'
'^
'i
VI
r-
-'l .
'A
.\
"
~
o
~
0 -
'1
. ,
-
'^ ,
"?
VI
r-
-!
,
~
r-
g)
I)
~ ...
...,. -f
>. r:"rJ .... c:
~a h~~
~ ,-c 0
..~.: ~ ~
I-t U . :1' rl
.1 ..-) r-f ..,) ;1
0.., 0_ f1
'OJ .:: t.
,.-t .._ J.."1.J
~, "2 ':1 ~ J?
"'1. r1
(l~ 'J t."\ t4 .,
fJ~+-'?L.~
~ 1.-.; O~
..~~~~-;::J"I.
o l4: l. ~....,
(1: J." ~..o ~
~;. 0 ';! :; c:
f.~ ~ 0 ~ ~
~;';~i:~
8~l;8i:.
Q
,.
o
<>
- . ,
to' ~
,... '4 C . I ~
,.....4 () u .~ t: n...,
:: l;~ ~"~~.~ !~ R
.~ ." ~,'. i". .1; I) L. L.
.,:...) "
...1 - ;.
,...... ,.~ ( ,:
p " , ~: n .~
., .. L.
\,J ~1' t ;:"" f~
',) t. .' l: I,.. L.
~ ';1 ... ';;.: i1 ~:
:~;; ~:, :.~ I ~ ~. ~ ~ :_
. ... , (J ,. .'
~ (~ ., i .... ,. .: r
.~: (~ I~ '. ., r-!......~.
~ \- ;"l .1.- .. C.
l. r-t .' 0 ;1 r:
... I .' l' .' ~,
l,'. II I:
l_ ~. d p ". v
" r<
. ..'" ~
..... oJ. Jo I "_L-~_~_-;;-::,_.--~
~ ,,) ,: .... r I,.., ....l I I."r:... (I.' d ~
r. . ~ ~.'> <I.., ..; f,: c ~ .. l ,. t.
~:~':'1. ~ J...;'~.. ~~ ~ I. ... L..~ ~~I.;"'('; ,i..L;::Orltn......_
~; ~;;.~;; ~? c 'J'.,., ,: I. "') '. ,.,.~ v i~';'~"i'~ ;>: I..~~ ;;;~ ,.:~ j:-;:;~
~,' ~ "~,~ ;., ~ ~ 1~ ":;; " " " ~ ~! ~; ..c' ;; 'f :: :~. :~. ~ ~ ~; -< :; ~1 :.; ;.~ .~ ~ '~. . ~ ~ ~ R ,~ ~ .
,.: / ,. ..',,, '. " 0' ,. ~ . 'i '''; 7 .; " :.'; '--r: :; <. .' ~ ;; :~ .: .: ~! :; ;'; ~ v :; ;; !; :~ :i
,. ,'-, " ...,":' ': ,) ,., ..' ....: "." rl ,) ,,:~,';.'- ,:,"::~ " 1.'0 :':~'-' '. .'; ~l
. I) (. : \1 ^" i: . ,',' (.. ;~ '.~ t. '_ r,' ~;".I -< ~.l rl L tl..~ .. t.' ,,' :.".' '1 n I: I........
<. ' .. ~. :.. " " ~: 'i .. ., " " ~ '-- " .' ~ :; <. >-. ., L ~! ;; ',!':';' ;1 "
;: <:. '~:i: ~'.:; ~2 :~:~o ;:, ~; ,. .,.... '~'J;: ~~:: '"' r.':i ;: :: '.: ~. ~:! ~ +';;: ~i ~ ~t A~
.'!,' 'J"-" .'. .'.'.. ~;. f. -'\"".: _~.: :',' ',. -4 ",.::':: ,..... ....;:~) .;.: t; ~ c .:~ :: J ~: " ~1 .; '" I~ ,"'I .~ ~ ~
;'t;: "':, ";";'.i~ g n:i" C~. ~,j; b, ", ~.~ .~~+;;j
,. '- " -! ;:, : '.~: ~~~ :.... ~; :.1. ; :.: ~ ': ~:'.:; -. ~:..;.: # ,:-. ~.. ~ ~~ ri'~;; 0 :.: . :.J \. :~ t.J :. :: ~~..."'I .. ':t
,'1.4..,...., - .... ."'.t. ..Jl.;;'.~";'~ '-,.",., "I.,. '-:"'U
,,~" ":.:; ;:: r'~:; " " , ., .., :. '.; :~ ,'. ;; " r' ,< ~ "'" ~;~.. ,; J ,'::; ~ ',: ;j' ';;
,..., : ,: r' .. .. ,. ,> s \:::'. ';~ .:, ~ ';: .' ,'; "~, :',. ;;r., '-I " .~; .:: r,..~, \~ ..1 ~. \l :; :~ I,. f.;; }
': . e' :....;: ';.;: ,.. . " .. .. .. , .. '. < '.. '. '..' '~., "" ..,. U
" .;: .r. ~.:) t.. t" ~ ~) ~j... .') v:: ~l~ ~ l:':'.~.; 4) ;.~~.;.....~~. :.' ;'.":;; ~_: t_ ~) ~~ I. J.... -. :1 _'.I
<,
c:
o
....:
\D
..'
".
"
.,
....
. .
~
0>
,.)
~
.....
C)
~
W
...
O.
W
...
>'
<(
0
<iC
u.
I
<'t
"
0
z
..0
M
J
0
>
...'
W
...
vo.
I;)
U,
<.(
...
<(
<<
w.
0
.....
...
. .
\.
'"
~ ..
~....
,. ~ l'
t .:
~~
'n
,...
, ~~
~i~~1
n11
8 II!
r. x
oj
-~
~
u
.
...
r.
"
,;
I)
f.
~
:~
.,
...
""
~
c
.,
G
....\
'"
'"
.,
"
''>
'"
'"
'"
VI
r-
-f
~
..,
'"
VI
~
'"
r-
...
..
...
o
.~
VI
~
..
r-
...
NOTICES
~
-,
...
~
r
VI
'"
VI
r-
...
o
'"
'"
'"
VI
r-
~..
~.
<.:>
'"
.'\
'"
'"
'"
VI,
r-
~
a
'"
VI
<I>
..
"
...
..
o
c
'S
..,
...
e
'"
"'
.,
~
<>
'"
"'
o
....
~
I~~
....;.: ..,
r.p:; ~
~:~ ~
t-;o<(
VI
'"
VI
r-
~
VI
....
...
0')
'"
'"
..
.<;
...
..
"
6
,...
0'
g
'"
"'
.c;
u~
., >-
!,-
c
:-. 0
o
L)
T4 s..
rt 1. "
.d 0 ~
~ J . t
.;1 ~ ~...~
""".J "1
t~ . ~ :1.C........
.... 0 ~. .:.. n
~J " :~ r. ~
~~~;(,)~:J
.r. .., ~
~I,
;-; :1 r. ~ ~; ~~
f ...~_::"';f~ i
~.:~'::t~-
.1 o. .\ c:
n -I J.'.....
D ~: :~ t~ ~
~ .~ i: ~ .:~
.: L n r'" '..
r: .:
~ ~~ ~~. :'-i' 'i
on'
,...
-I
o~V\
~~:F~
c:.o:,:
:r.
-.
o
'"
,..,
...
..;
:1 lEI
" tl~1
",' ;- ~11 ~
~ ~
.~
.~
C>
I
".
I
<'
.
,.
I
c::-
o
,
....
-~
~
<j;
.....
..~....~
!:
o
'-'
~
'"
c:
"
':
."1 ~
p!
o
t;
"
r.:
"
~
~
r;
..
..
co
>:
...
...
..
U
...
..
...
u~
G .
... <)
"'..
~o
'a: .
0."
.... "
~ ..
c.~ (I
W ~
t>. 0
DO-
",...
0<1
tJ) ',1
<l "
t..: -f
~"'O
8 ~
u
'fj
::
o
~
;l
.0.>
Yo
U
'"
'"
I-
....
~I.._~ :-J
~';::: :~
S:~ ~
~J~ f.
;:t
-f~.~ :i
,~ .::'.J fl
~..L:.:; ~ f.
.:,... I: l.o':' t ~\
.'li: ,] II ,J
.-: <. ...., H
'"" ... {; t.. n.
.:j? .:; /: I~.
t:) CJ " ... ('J
:~ L. .~ --; ~~.
.. >,~~ " s..
1--" :;...t
'.1,: '" \. "
r-= ~.1~ ;:o. ~..
f~ ~ ~~ ~ ~.
:-; "l~ L. d
;:::: .t.
;1 ~ {;f ~'
~~ ;,. () ~-
. ;.i
"
,. .
..... 0-
f10 t4
U C c
...". ("....
~O>..,-4
U ~........... .J
v -:: '"' .... 'Jl
':.; ,. 'U:'-t (J
...... -:J ......
CJ C ~ ....~
........(,,1 <'.1_
t.)V"'-Ol.o
- ~ I 0
~ .........N
l_",,?'-'~
<". -.J r:
-J'" .t:o)
,. 0 0.-
IX''; C"
a:.:/' _
~ ~... ~ ~~
~-" ...:..,-
~ 'J >.
o ..~ ....~ .. .
:J__l\,
~ ....., . (j
....)"':J v:J ,....
'..-' -t. -,) -:;
~1 \.0 "" _" C "..I
:..; 0 o.J -t
t~~~~~~~
o ,~(,-:~ c..
u
, Ilil
....J {:' ,i
~ ~
~
)-. :<
.... ~
I ('.. ~
~., ~ i.
":1 i:: ,~
~l ~ I-~:
~. w ~
"'I S ..
~ri l ;:
~i "-I :
.." ..$
'j, 1=
'"
....
""
~- .....
o
'0
... "-
~t"
oJ
-t 0
;;: ~
.,
,. fJ
:::. -4
~j -;:;
=:~ f~
~:~ ~
~.L.J
,..,
'"
..,
!"
... o~
,,-
~ >
E '0
""
"
1.. ~~
, ~
<-;:;
...........
M
...
~
'"
~,
5
:~
:r
O'! ...
~~"-Jl
:J I; c.. ::: "'1
;...: C':l"'" t': r-; _~..,
.-~. -:;.. .... '"' 0 ::)_
~ == -... r :..; c: - Lt.
:::.J ).. C'1 .... ~
loJ ~ -; .-<. ~ ..., ~ ~
o ~.-.... '_0 ~ 0 2
E.. <:.... -. "J :l
~~~~~~g~)
;-:;~"'OC):J0~
V):":": ...., C:;"..... -.1
.... c.: C'~ -I:"'."t ~
~;. C t..:!..... .... "_o'=;
-:,.,;: 0::: C -:J-
< C .... ..~ .... ""
0..;....: ,J ":' :- f-..-.
::.. '..;; ~ U..o ..,
u ~ :~ 0 .- c
0' ... _ .... 0 e.'1 ?
'~n~::~~~;
...:.....: _I '.J:' --: N,
-, ...... ~~)..).,o
:---: 1'"):- "":J ""; Q
...... c..) ........ > '-i
: J ..:~ ::J. .... -, 'J
=i)~J~~':;L ~:';:
:..~ -. ~: ~. ~ '''; .......
t~~j~;;:~f;:- E;
'"
'on
r-
o
r-
,..
_' . r!
; ....
,., .:J III I
~ ~ r;~~~
\..0 :II r1 0 C"...
"J '"'...... \..0 O::\,
~rJ'.J U-.....&.I
0>-,." ~ M
0.0 ')-'O""C
lU_~~~!2.NA
oC ~ ~ u ~ ~ ~ ~.
..... :J \.I \..t ~ ~ .:J Q
~~~ g~:~'5
r: .n 0 '~ e.",; 0-
CJ r1 > .
':l . "" ,:, -' C\, ~
~...... ('.0 U '-- l,) 0
0;:10 r.J')O
"-':oJ. ~ ......
...! ..,~ '.... rJ c..: f3
~,~ w c.; ;J 0 c. ., _
Vl "J C C. >-~. 1..
I.J > -t . U '-.) 0
..,......J ... ~ u_
Q \..t :: 1, 0 __, ~'i. ~ .'4~
." \.0:" r1 'J C )..f
.... c.. _... 0.1};:) ,)
0..... ....4-""}..o '"' t.):.r
..f -, C "TJ ,oJ ~ ~
~ ;... ;"'.0 '_' > .... l'.4
>1':; ~ ..~ ..... U c
o~;!;~ g ~ ~ J ~j ~~; ~
~:I'~ \~ ....4 v ~, >--~ 1.1
,~ c. U ....t '-4 ~ 0 U --J
C.)Q
. ,
...
...
~
......
c:
7-
:;
"'
,;
~..:
<=
<,
~ot
:::~
,
e..~ :-
:J-~
~:~,~
t,,;:::;
~
" ~
rl . ""1
""
...
~
...
...
...
.,
M
.,
...
... .,
~.. rl
o
'"
000
...'"\ .VOl V"'\
o
~.
a
VI
a
'"
o
VI
o
on
VI
-0
.....
c_
"
n
~.
....
."
'" "'. ""
'" <0 '"
VI
'"
'"
'"
'"
....
~
'"
~'
r-
.,
'"
on
r-
"
'"
r-
~
o
VI
'-"q
,.:,.
~:'l
~I
;,\
c.:
'il
"
:~ I
~Ii
..
. ,- < .
"
J <
C'~ 7-
Vl .;)
G: i:
< 0 C'
~ U ", ..,
<
C~~ ;.
~ u
,'" "
~ :2
7- '^ '" '
~ ~ ",.
.-
to.
1 ~1 \:-. '^
.... r-
-=? ~
U>:r.n
~~~~ '" L....
~ ";
C::~:.G '^ '^
-.::::.... ~ 1-
'"
'"
on
."
V1 "'" 10."
,.... ,.. ....
" ~ "
'"
r-
"
on
'"
on
0'\ 0_ 0
,.... ,-...: N
on
."
VI
'"
',1
~. . .,
0;&:~
L:I 0 ~
,~I ~ I
~! ~.:
.>-1 .~
..
~:
;.
'"
oJ
..,
..;
on
(;=-V1
u'.}'.l
~~~
..;
'"
....
-,
VI
....
~,
.~
r-
"
,....
N
..;
a
N
..;
~
u
....
..
..
u
u
...
..
..
o
e
"
"
~
"
"
A
u
..
..
...
~
"
OJ
V
..
..
"
c
o
OJ
"
~1
"
<I
;-
"
.,
"(;
~
.,
> ,,;
"
" .<:
" .:<
u v
II "
~ nO
. :z
'"
:.:
.,
'"
~
:'j r..
c:; .:::
;.~ ....
:] :,
'4
...,
~
."
: ~ l..o
;'. ...
~~ ~
"'
-,
~
.,
'oJ
z
m..
"
~
"'I
"
.,
('If;:..;.
B!~;I
el :.
.+,
., ~I
:.)
:.;
-.
~
"J
."
'"
~
II
;. ~
'-l
R
-<
It
~
..
"
...
"
IJ
~
<J
,<
:S
:<
"
..
]
')
~
..
~
...
.,
"
"
, ....
'\l
..
o
<J
....
~
v
..
..
(l
<=
'J
n
"
..
....
1-
..
<J
...
.,
0' ,
~
;1
..
:::
~
."
"
Z
...
"
<J
Q
~:o.' ,
, .
:~ ... ~
II (J
G
..,
;.j
:.0
'-
.'.
"\. ~::
r
"
...
177-13
.... '.
".
.'
-
p...
0-
~..
..,
U
LI
a'
~
u,
~.
"-
...,
'"
>~
0.(
e
""
r
<<
p...
o
z
..0
..,
.1
o
>
tX
",
....
....
o
u,
u:
-I
0.(
<>C
....
o
....
...
--:-.- -
...,..
, ,
.. ..~."
....
I> ...... .:~<o
,'f
17711
t ::;
,..: I ~.. ,
""~; ~ ;" ~ ...~- ----._--
~~~T11:
,... ,:..
. .: , .
:~ ',';! t
: ~ I >
...... I. .-- -
7 ~~; I!
~ I t ~--
~ ~ 1:1
. ~r~;;r
iJ I';! c
:'L--L~_
..
..,
t\,. . >- 0
..,r:..... ~ 1-c u
:: (,) co ..... (J "J._
..; 0 .s ..4 k':~ ~ ~ ...~
~ .~ ~ ~ ~ f~ . ~"f g ~
"11''0- <'1""
:~~l:~~~:;':::~~
~~~? ~.~~~ '::f ~
U (.f..:.........;. G .
. :... ~ .,J....... :) ~. (.)
_ i.<'" .'~ (J ~ ''''; u - r". -.:
;: L:-.: ~ ~ ... ~ 3; 1.. >.. ^
::; CJ-l-o..-..-l \:. \..........
..:.. U....-f ,~_..; '"
c ~ E- &- ~ t .;~ ,-' .
): ~:l.:.,;.... o.r. ..... U......
....... s.. ~ C. _. .t ...: ,;..,;. ."; 0
.....J ;">'i1;UC
_.... ......\.,t -J..'
.-: ""_..., .c:: ..:...
:.: :: Co ...... ~I .t. _ :.. r- ..J
:..: ._,~ r"~,: ....
~ ...J :> :;t ~ ~ E ... .
... t.: r:: ':.# u........ ..~
~ ~~::: : "t; ~~ ~ .~ ~. ~
t~ :: ~4 ~ ; ~ j- f ; ~
~ ::; .... -'
~~ -:;.~ :. ~ .;:," .~ ;: -:.=: ~
U~:3~~ .:z""~ i ..
~ g ? ..~ '" .~ "l~ ~ ..~ .;;
~""t-<oN'" ~-,... u t:
r:OTrCGS
V"'^'^'^V\
"0 .., ..0 ..0 ....0
. . . . .
....
..,
.
'"
..,
.
'"
'"
.
....
..,
.
o
~
. I
.... ....
~ ~
o
~
o
~
oJ"\--~-~~-;\-- "" ~
...0 '-0.-0 ..0 -.0 -0 -0 ..."
V'\ "'" v"\ V"\ '" 11'\ "'" l("t
... .....
'"
'"
'^
.
'" ''^
" ..,
.... ....
. . -"
....
N
..,
..!
(;
~
t:!
'"
:..-!
~~ .
'::1
tl
;1
...
,...
.~ f1i1
..,'=1 ..r~1
N..... :;:;;
': ~"i}1 '
N I ~ ,- l.:.-
~A:WII
,.: i::; 1 ,
,.-!f
7::~i
~;. r--~
~; :~I
~:_L.
..':l~... ;::
<..t~ .
"t.. \.... ,...
:..' ._--~".
. ..
g . ""..
~,) C\. >0 X
.., >. ~.. -
::J_"^ a.
. (') ~ ...'1 ~ V'
\ol -.:; () :.0 ()
-;: :I ,.:.t . u
>-'~:"__~.:J
'.'L.o~ '-..._
C-. :>' ~. '"' ;:. u_
~ Q c:.: > '.1"" :: Co
- ,.. c.: _ ~;I>
,. ",:.. l": " U :,
(J 0. ..:J ~.
::. I; t.' '" .,z;
o :l .:. (, . ~ U L.
c:.. \. ... ,,, T ~ ""I
~ uii ~ ~ ^ 2 ..
c.._ ~ .
c.. ._ .. . on lL. <J
:.: O_V.c;.'\ '-1o
f' ,. ~ "t.' ... r. v.
(: ~ ~ .......: ~ :....~.
:I C' .."l (,I C ,.
...... ... _ eo. c -; '^
., () - >:-..:-
- ...... ;~
'. <"~._::.t:J., .
i: ) ~ ~ . lr. .~....,;
).;~-:-.:~.:
..~. ',,:,:'" J. ~..
;; ;. ': ~:? ~, ;.:. ~.
..;.,: _4 ,"
r :~. ~ .: ~ ~ ~ 7~
~.: '., . ~ U \. _ ~
." -:.' - ,0 \..;
U ~ u '" ...
,.. (~ C. L. '\: ~ ...
:i ~: ... ~ :: ~..' ~ f
;) ......: - '" or. ;. V
..
'" '" '"
'<> '<> ..,
. . .
o
"
.
o
"
.
"
'0
".
.
'"
'"
"'
,.
.., "
ol: :.
.. ~~
-"
e
...
'"
C
."
~
~
.~
o
'"
~
>-
,~
~ .:<-
1-4.1/ '" g
:; (,,1 U
~ ~.}! ~ .. ^ ~
>- ~; :._c;.)
,..~:: c ~~-.~'" ;;~
..--t k i~ ,.... ~ ...: r; :>
~t ~, OJ .......... "J 0 t.-
'J ::.. ,. _ c:
:> OJ :;..,. ,.......:=
0_10 '..J ".. U 1-.
'.. .... ... ...:, -I 'J
~ ~. :. ~. ; ~ ~ J
~. ~ C ~ ..;;. ~ .
C ..... ... U ." ~ :;:
r.::~~;"'~ ~-;;..
~ ~-' 0 U; \.
....... :,.. > ...... ~ -: ::e
~ :; (J'.( V --_
-.... .....~..: . >
~ .~ ~~ ;.~ ~ V ;~ .-:
~J : ':J:" .: . l,.; '..1
~ ~ ~ ~~.:~ ~~ ~~ ~
;] ~- .l
'-.: "J' l' ...
'.' ',1;'; :-......._ .
": -_: .... "'; .4 ~ t~
f--o ;,...;..... >-.;:'# ~.;
;,..: .....:J ;.. :.-.
:.' ~ ~ N'';'~
:..:_4....~ ._-~N
tj..~:...~L.tM
...... ..-~ ;:.... "'... V (. 14
:J 2 ~ ,"I ~ G -:. >
;)..........,....-t- 0
'"
'"
N
..
.
..,
~.
"
"to
c: x" t.l
. '\J ..r: 0 0
...... ~ 4J ..").......
~ t'I \. ..~ ") :3'" x"
_~~J-.. .....c...~
>-.;...t..~QE
..z. _: C"l N ~. {, '1 ~
I fJ ..-4 ....4 e.J -J r;, !.J
n to: "'.' __ C 'J
-;;... '.' ') '_' l,
^ ~...... '.I).:.c ':J
c:.-':~~~v~:':'~_
...... ..... (.l ~4 0" U ,...
q~.:;..t.~ ~~ ~.:;;
:. :... U -J t:.' V 'J
'.I 0 0 I.":......... _ M "
t:r,a., Co', .< '4
:l -- ~; --: "':'J V\ 1-0 .:::. h
cJ >.>--.; ::.J~~
c... t; ...
C" ~. u". ,0: .... ~ <"': 1. .-::
::l -- ~ .... :J ,,~ )
......C':;;...J L"';':'
:. IJ:'" C . >.. .
-~:4::2~:~~~~
~ ";; ~... ~_ ~ 2 ;.-.-- '"
:- ~ ~i ~ :~~~.."~~~
~.' ..... ..;. ~'"l "'1 u
C:', ~ .:; 0
,_ ~ ......O'. -;....... 1,_
(.": c,'..-.. __ r""o. C V b U
.... .... .-. ..... .,~:: :::
f-. .., ~'" :; "J r: ... ..........
,. ~ ;:.. :- .... V ::
IJ 'J ~ -: ~ " o.l
1..-1 --".....:;'". ,..,
t: <:J .c.. 0
U ..: ~. \~ ~ ~ ~ ~
>.ow ~"'4""-; '1-:
~~ ~ g :: ~ ~ ; <.~ ;
.,
o
~
-.
"
.;
o 0
~. -7.
o
".
(")
~.
o
".
o
~
o
~
'^
,~
....
..,
'^
~
....
.-
~ ..;
'"
j
...
.,
..
o
'"
.:
"
.1
...
.r.
{-',
,
C
"
~;
,;..
..
C
,
2.
~
2
G
<
>:
!:.:
~
~
...
"
o
~
\1'\ \t'\ '" ....... '"
NN (.I)r1N.-I
..... N 0 0 (> (,),
..: .-: ..: .':
~_.:!!-~--~-.::-- ...
..
'J
'"
N
... ,
.r.
.,
:J
"
"
-e
So
..
'C
C
j
-oJ
C
..
o
(")
o
....
to
'.
.,
"
j
'"
..,
'"
.
'"
'"
....
~,
'"
.
on
z
~
2.
<
,.
~:.'
'"
:.<
(l
'"
i-'
,..
"
...
"
W
(")
o
'^
,..
..
."
,.,
o
,<
I ..,
o c....'I
,.. <. u
""t..i;~~
::::: ~ 11
... {; h e
0...... c:J "4
...""
~. r..' ,t "1"
,..1 ).:J 0
" V) "
~ C'~ ~
e.:J ~J.)t .
~Il~ ~ ~
p..: s..A
O'.... ..a
...,...-4 :J
~~ g 2:'<:
-:: '.-4 ...-4 ..
l..I"-i u_
" u..
" c ...
r. ("_'"1 t1
.. >- '"
~r-::,~
) ~ r":O
t: co
. ';.., ...
'-1 14 uV'\
"u"
rJ ..1 t4
>r.~o
....... Q ...;
l-l..' 1.4 f':
't;"?.~ :J
~:i ..,
E tf1 "C
.; IJC"7)
14 ... <) CJ 0
5': ;,. ~ :J o.....a
-< : ..... Q -1 ::J
~. ~........-~
..,
"
.D
.r.
e)
6
~
C;
c.
c,
~
?
...
,.
I'
~
a
~.
..,
'J
,)
,..... .~
:J
v
..
~
"
"
..
..
"
u
"
...
..,
~
I.
U
'"
~
.. . 0
., ....
>-
.:<
o ..
... ...
C
'J
..
o
o
.;j
:.<
u
::>
'"
..
."
C
"
..
~
aJ
~
'"
..,
.
o
'OJ
.
'"
'"
.-.
.
,(
....
..,
.
o
~
'^
..,
.
\.
'J
>
~
..
...
"
w
o
o
o
e
..
o
"~
'"
~
"
.,
'. ",":...~
~Il
(.:
-
<'
~ I
~I
..
r<
c
...
;:
<:;
<
.-.:
<>
"
<
,.
t>
<
t-:
2
~~
2'!
...
>-
r
"
c
'"
z
<
M..-.. ~
.-; ~ ,U
~~.-.4 :)
;-..~: ~:
'"
~
x
x
~
'"
,}
f-o
~J
~
v.
7.
<'
0-
...
<.;
~g
~-: c...
:~ ,....
., .
.~
"
?;
l~
~.
,..
:-
<
~
2
.u
-C
;>
'"
.,
')
'"
....
..,
.
o
~
'"
;:;
.
'"
..,
....
.
..,
'"
.;
'^
"
....
.
'^
'"
.
o
~
'^
'"
on
.
(... :..'" .: t: ... ...
.",.." .J
:i) l.~"; ~.:'7 t~
. ~'.: ..... ~i ~ ;....
(,.. .' ;'.' ....-...("'1
!: ;', ;.. ~ ..:~ ~ .~ ~ ~:
~'~ ~.~ ~ . ~.., i. ~
,. ~.. 10 ;; ,.)
;. '.' t. ':"
. ::... '" ..-:;
,.:7:...... ~ i": ~ ~
.,.I :.: ~., - U "') ~ Co
\ '
...
~
00 .
o
. \.
n "
'J >
.., :-""2
..,
,~
.4
X
I. _-~ <.': ~
U (.I";; "C'
'-~ ,') ..: ~ ... >. .-)
._........c
;:' .......1 ~--.
, '': l......
.::. )> .
~ -' . ;.
~. ~.... -:: ,::..-- J v ~,
;; '.; ~ ..~~ ~ - ";; L.
.. ~~ (- ~ .,: ~ ~ ~
~. ;; ;~ ~...:s . ~ _;
'..0-' 1.
:J ... ~
r. ;,.-'"
(.' '"
., .... ~
..:: t....:.
:& .: l,
"
;-. ~, ~~
~. ~.
C') :,'
<.; ;... 1-0
",:.. Q
~ ~~ ~ t.-;'
. ,,' l4 ~-' (')
~, I.. _.....
.. .:..
.;.._ <.J """ ..
J _ <) .'-...4
.... (')::..:. .. (, J
.. 'J.."\.... ){ :: l:
." ,,', " ~. ..,
. ....::.;~ t-
;... \L _. ...1
.... ",'..........
, ;.0. \, " ____ _ .
..... .... - ~... to'
t. ;..~ ('"'C
( ~:~"':.~l~~~
I.' ..]....l "~ t" I
(.) :l l._ ~, ~. #.: t..
. :-.'J 'I l.
;_' ,I..~ ;";'..
:~ ~.~ ~ ~ ~ i~ 0
..,
\
-;;
. C. .
~ ~ [_..a~ .~~'':j .,..:~
0.,.. ~ c. :.>.... f..- ;': ..4 '\J
~1 N'J >.:........: c ,~ ;... 0
. ;::....~' >-. ~4 t'\ rr. V
~:... :-.......... ~ ~ ,':;.,J _/"\ ":J
c:. t ~ 0-_ ~ i '..: ...."'1 J..,....,.
~1:'- :.; "",,:J '-I.' ._, ~ () ...
r-, ':" (. :0 (J ,1 ,) .- 101 J.o . \. "J
- .'" :... .. IJ ~. _' .1 ~.1 ..... .) >
~ i- ~ - j \.0 g ~_ ~ :: ~ v ~
:. J \. ., ~ c..:, .: ... .r:
~) :i ~'- :~ u ,.. :! ~ ~ t.. .J 3
~_; :: =-; ~ ~~ :~ t~ ~ ~ ~ ~]j ~
.:,..... .... . Io,' '01 ~J (: r. -) oj
:' .... _ ..., ,') "'" _ c: '. ~~ >- \. .
,; >.., -:.' ~ ...... t ~ ~ q
~ u :.. ....: 7, f.... 'J'1 "I!"'
C _;. ......,. f_ ,'.. ~ #.. (" >. ....
:' :; ~, ".J C ....:' ~. \.
..... \.0 _~ 1: :J;J"" 'J I...,,,,
._:~~ ~~:..~...~; ~~.~ ~~~
:. .' OJ <', \. ~ III l; ;1.....
.: r. ."' 1 t_ .... .. ., lJ
.; J ...4 _~ : ~ I'~ :;..~ ~ : ~ r: ..";
. ..:!" .., ,,:: ," ( ,
;.-. ,1 ~.J. ~. ,1 oJ
... -' '.' ", .! ~ <.)
to'. ...... ;... ~. "." .....!WI
r"l "'. (.).,... \.0 l.~ ColI
I.: .~ ~ ;.0. I; N ~; .;~ : oJ ::~ ~ ~
:,.'.: ...:;.... ') "'...,..,.,
:.... ..,.. .~ "" lJ .J",""'" ..I~'
\, -.;.. _.. ..3 '.. ,....
l' '_' 1.... \.0 0., t. ~. ~." 1-0
" .-. .. h.,. \, ~ U .4 t,J tot ,~
:, '" -. :.. r~ ~...". " .; ,..) (J
.1 ;; ~ ...~ :~ ~~ ,v.. ''; ~ ,1; t1: ; ~
"
r'
"
.4
..)
\
I'-
-
"-
00
"
M
~
W
'"
~
...
...
n..
UJ
'"
----------.
...... ~
,... \) ~, _
~~~ ~~ ~~~ :~~~
..:> \t'\ > . ;:::, '_ .:. '.-0...') ~........
r.~ ..; - ~ ~ ~ .~ c. ''; ~ ~ :. ~ 2 r
..~. -~..~ ~4 ?: It 1:1 -;;. ~ i ~_;.... ~ ~
,., .., c ~ .... ~ ~ 0 ~~ ::: ~ 7 \, 3 .C:
:~~1-~;~ .:tl~~~~~~~
~ ~f ~ ~'/I r... ;.~ ~ ~:: l, :~ ~ ..-; :;
c ;. \.0 ''''"0)( v.... L. ..; .J
.') u ...._~....... 'J ;. o.J '':';' ,-. .
l-: ... ::.::; ";; 0 ::: ," (~ ,'. '- j -: ~~ ~ "
~.~~~t~~ i~~: ~~
') '': <.:.-.4. U -' :.. ..~ u \.. -; ...,
r,;;....- _~. .;.........;~.~..-~
'.' _ ... U v ...... - ,~ ,."..:. .~
r ... .... h tI C .: II - .~.:- c. :;.. .-. I.
~ ~; ~ ~ ~ : ~ ~ ~ ~ t; ~ ~ ~t'~ .;
"--' I~ ", . . -5 _ .... .... ,. '';' z ;; ,.g ~\~ :J
:~ oj " ~ .....1 ,~
i.' :.J ..... 0'.-;: .: :..
.: '. -, >"- ,.,. J'I" . ~
. ~ . ~ .1 Ol> . c..
~ - '.:J ~..... V', fJ_
'';'}. 1..;',.;)...:) \4
Ot.>.. ,:..l.
",',... .... (01
'. '.' .....:..r.,.....
': ,. ~:; :1 .:.; ~: :i
G..... -
........;,... .. .
'_~' ., _ &. tr\
t.,; . ~ ...: -~ .1; ~ 1~ u '"
~,' ,J ., It lot (J ':l
.~ to: .' ~: U'U H "
~............. :.._..... t.; ;,;
)0'
~
o
..
1
N
"
d
z
..;
'"
..J
o
>
'"
v,
...
VI
t5
UJ
'"
-.
c(
'" .
".
'0
W
...
I
Page 1 of 6
SPECIAL CONDITIONS AND
GENERAL HEQUIHEIvIENTS
1. LIMITS OF WORK
.
Work limits are indicated on the drawings. Contractor may store
materials or otherwise occupy areas of the site as designated by the
Landscape Architect.
2. JOB OFFICE
A. The Contractor shall furnish and maintain during construction of
the improvements embraced in this Contract, adequate facilities
, on the Project area or adjacent thereto. Locate as directed by the
Owner for his use and the Landscape Architects.
Facilities shall consist of:
(1) Trailer or shed adequate sixe for office space.
(2) Adequate sanitary facilities.
Office shall be wind- and weatherproof, furnished with sufficient
window lighting to permit the reading of blueprints, and have a
table or bench not less than 42" x 72" in dimension. A complete
set of full size plans and specifications shall be kept continuously
in this office. The Engineer and Landscape Architect shall have
free and unrestricted use of these facilities for all purposes con-
nected with the work.
B. Subcontractors may maintain such office and storage facilities on
the site as are necessary for the proper conduct of the VlOrk. These
,shall be located so as to cause no interference to any work to be
performed on the site. The Owner shall direct locations.
C. Upon completion of the improvements, or as directed by the Land-
scape Architect, the Contractor shall remove all such temporary
structure and facilities form the site, same to become its property,
and leave the site of the work in the condition required by the Con-
tract.
3. PERMITS AND LICENSES
Apply for and be issued all necessary permits licensed to perform work
for this project.
4. COOPERA TION WITH CITY FORCES
.
The Contractor shall cooperate with all City forces which may do work
within the Construction Area.
SPECIAL CONDITIONS AND
GENERAL REQUIREMENTS
Page 2 of 6
5. VANDALISM
The Contractor shall be responsible for repairs or replacement of damaged
work due to any vandalism prior to acceptance of work.
6. INTENT OF CONTRACT
It is the intent of this Contract to obtain a finished, workmanlike job,
complete and in place.
7. ADVERTISING AND TRADE NAMES
A. No advertising signs of any kind shall be displayed on the building,
premises, fences, offices or elsewhere on the job without permission
or approval of the City of Gilroy.
B. No exposed permanent trade names, trademarks or grade stamps
or materials or equipment shall appear in finished work, except as
approved by the Landscape Architect.
8. INVESTIGA TION OF CONDITIONS
A. The Contractor shall visit the site, examine all documents and
make known to himself the nature and character of the project
site and its general and particular location, the physical and con-
tractural conditions and requirements, and the limitations and
various other aspects relative to this project.
, B. Owner or Architect will not consider any claims whatsoever on
account of Contractor's failure to fully investigate or determine
his requirements in advance of commencing the work.
9. UTILITIES
A. The Contractor shall maintain flow in all existing utilities.
B. The Contractor shall obtain utility improvement plans from the
Landscape Architect or reference and exact locations, distances,
levels, etc. Verify before work is initiated. The Contractcr shall
protect all utilities and repair any damages which result from his
operation at his expense.
C. Water and power during construction:
(1) Contractor shall make arrangements and pay all costs for
water required for construction purposes. Contractor shall
.
SPECIAL CONDITIONS AND
GENERAL REQUIREMENTS
Page 3 of 6
furnish and install piping or hose to carry water to every
point where needed on the project. Cost of water shall be at
the regular local rates. Contact the City of Gilroy.
(2) The Contractor shall provide, at his expense, any temporary
power required for this work and shall remove same upon
completion of work.
10. CONSTRUCTION EQUIPMENT
A. Contractor shall erect, equip, and maintain all construction equip-
ment in strict accordance with all applicable statutes, laws, ordin-
ances, rules and regulations of the City, or other authority having
jurisdiction. Provide as required for the use of all trades. Hoists,
shoring, scaffolding and all other construction equipment and facil-
ities shall be installed and erected in accordance with the latest
Construction Safety Orders issued by the Division of Industrial
Safety, State of California, and the Associated General Contractors
"Manual of Accident Prevention in Construction", latest edition.
B. Shoring, staging, runways, and similar equipment required for
construction of the work shall be provided and maintained by the
Contractor.
11. FENCES AND BARRICADES
A. Construct and maintain fences, planking, barricades, lights, shoring,
and warning signs as required by local authorities and State Safety
Ordinances and as required to protect the City's property from
injury or loss, and as necessary for the protection of the public;
provide walks around any obstruction made in a public place for
carrying on the work covered in this Contract. Leave all pro-
tection in place and maintain until removal is authorized.
B. All trees and shrubbery within the Contract Limits, and all trees
and shrubbery in areas adjacent to the Contract Limits, shall be
protected from all injury. The Contractor shall take all necessary
percautions tq preserve the trees and shrubbery. Any damaged
trees and/or shrubbery shall be replaced with similar trees or
shrubbery. No stockpiling, temporary buildings, or any other
temporary obstructions shall be located within the drip line of any
existing tree or any shrubbery. All protection shall remain in
place until its removal is authorized by the Landscape Architect.
SPECIAL CONDITIONS AND
GENEHAL REQUIREMENTS
Page 4 of 6
12. REMOVAL AT COMPLETION
Upon completion of the work, or prior thereto when directed by the Land-
scape Architect, the Contractor shall remove all temporary facilities
structures and installations from the Owner's property. Similarly, return
all exterior areas utilized for temporary facilities to substantially their
original natural state, or when called for on the drawings, complete areas
as shown or noted.
13. DUST CONTROL
The Contractor shall provide and apply dust control at all times including
holidays and weekends, as required toabate dust nuisance on and about
the site which is a.result of construction activities. Dust control shall be
by means of sprinklered water or other approved means, except no
chemicals. oil or similar palliative shall be used. Quantities and equip-
ment for dust control shall be sufficient to effectively prevent dust nuisance
on and about the site, and when weather conditions warrant, sprinkling
equipment shall be on hand at all times for immediate availability.
The ~andscape Architect shall have the authority to order dust control
work whenever it is required in his opinion, and there shall be no additional
cost to the Owner.
14. AS-BUILT DRAWINGS
A. The General Contractor shall maintain as -built drawings of all
work and subcontracts, continuously as the job progresses. A
separate set of prints, for this purpose only, shall be kept at the
job site at all times. It shall be required that these drawings be
up..:to-~te, and so certified by the Inspector at the time each pro-
gress bill is submi~ted.
B. Upon completion of the work these drawings will be turned over to
the Landscape Architect for incorporation into the as -built tracings
required by the City.
C. The up-to-date status of the data and its transmission to the Land-
scape Architect shall be conditions required for certification of pro-
gress payments and last payment before retention.
..
SPECIAL CONDITIONS AND
GENERAL REQUIREMENTS
Page 5 of 6
15. STANDARD SPECIFICATIONS
Whenever reference is made to State Specifications or Standard Specifica-
tions, it shall be understood to refer to the publication "Standard Specifi-
cations - State of California, Department of Public Works, Division of
Highways, January 1971". Whenever reference is made to A. S. T. M. ,
it shall be understood to refer to the latest publication "A. S. T. M. Stan-
dards" of the American Society of Testing Materials. In the event of a
conflict between the Standard Specifications and these Special Provisions,
the Special Provisions shall rule.
16. CODES
Materials and work under this Contract shall be in accordance wi th the
following codes:
Uniform Building Code
Uniform Mechanical Code
Uniform Plumbing Code
National Electric Code
- ' 1970
- 1970
- 1970
- 1971
For items not otherwise specifically covered by the above codes, use
quality indicated by California Administrative Code, Title 24, Building
Standards.
17. PROGRESS SCHEDULE
Within ten (10) days after the effective date of Notice to Proceed, the
Contractor shall furnish, for approval of the Landscape Architect, three
(3) copies of a bar graph schedule covering phases, times and estimated
completion date of the various phases and operations.
The approved progress schedule shall be adhered to throughout the Con-
tract period.
18. FINAL GUARANTEE
The Contractor shall be held responsible for and must make good any
defects, through faulty, improper workmanship or materials arising or
discovered in any parts of his work within one (1) year after the com-
pletion and acceptance of the same. The Bond for Faithful Performance,
furnished by the Contractor, shall cover such defects and protect the
City against them.
SPECIAL CONDITIONS AND
GENERAL REQUIREMENTS
Page 6 of 6
19. DRAWINGS
Drawings furnished by Royston, Hanamoto, Beck & Abey, 50 Green Street,
San Francisco, California. Drawings dated June 26, 1973 consist of
Sheets 1 and 2.
Sheet No.
1 TENNIS - HANDBALL COURT PLANS & DETAILS
2 ELECTRICAL PLAN AND DETAILS
.
Technical Specifications
Division 1
SITE GRADING AND
EXCA VA TING
Page 1 of 5
1. GENERAL
The General Conditions, Supplemental General Conditions, Special Con-
ditions, General Requirements shall apply to all work of this Division.
2. SCOPE OF WORK
The work under this Division includes but is not limited to:
A. Clearing, grubbing and preparation of site as indicated on the
drawings.
B. Excavating, filling and grading.
C. Protection of existing trees, plant materials, utilities, etc.
D. Engineered fill.
E. Establishment of lines and levels.
F. Finish grading, placing of topsoil and stockpiling topsoil.
G. Disposal of excess materials.
Include all labor, materials, equipment, tools, transportation, services
and operations to furnish the work under this Division, and all major and
accessory work and materials to achieve complete installation; all as
indicated on the drawings.
3. CLEARING
A. Remove all existing shrubs, grass, weeds and other vegetation, or
obstructions that interfere with the construction of the installation
of utilities, site grading, grading for paving, etc., as indicated on
the drawings or required to complete the work. Do not work within
the drip line of the existing Oak tree.
B. Disposal of Materials: Remove all rubbish and other undesirable
materials resulting from site clearing operations. Burning of
materials shall not be permitted on the site. Upon completion of
site clearing work, premises shall be neat, clean and in condition
to receive subsequent work.
Division 1
SITE GRADING AND
EXCAVATING
Page 2 of 5
4. GRADES, LINES AND LEVELS
A. Set bench mark at northwest cornerof the property line.
B. Complete layout and establishment of the layout grid or base lines
and grades stakes as indicated on the drawings shall be established
by the Contractor. Contractor shall be responsible for the accuracy
of all the above surveying.
c. Existing and finished elevations for all work to be constructed
under this Contract are indicated on the drawings, and unless any
inconsistency therein is brought to the attention of the Landscape
Architect in writing prior to commencement of construction, the
Constractor shall be held responsible for the proper location and
elevation of all work.
D. All existing bench marks shall be protected and maintained during
the entire course of the Contract. Monuments or stakes disturbed
or destroyed by anyone during the course of the Contract shall be
reestablished without additional cost to the Owner.
E. Areas shown to be graded shall be graded to the new contours,
cross sections, or grades shown. \Vhere surface treatment is in-
dicated, grading and excavating shall be to the required subgrades.
Finished grades designated shall be to the surface of any topsoil
called for to be left smooth and even, and shall be finished one (1)
inch below surfaced areas, tops of curbs~ sidewalks, etc., or as
. indicated on the drawings.
F. Drainage swales shall be constructed as indicated on tre plans, or
as required to provide adequate drainage from all areas to drainage
facilities.
G. The tops of all manholes, cleanouts, valve boxes and utility boxes
in all areas to be site graded shall be adjusted, if necessary, to
meet finished grades.
H. For engineered excavating and backfilling, see Paragraph 9 below
and Divis ion 2 - Subgrade Preparation.
1. All excavations shall be of sufficient size to provide ample room
and work space for construction of forms, shoring and bulkheading
as required.
Division 1
SITE GRADING AND
EXCA VA TING
Page 3 of 5
5. MATERIALS
A. On-site materials shall be used for fills. This material shall con-
sistof clean earth containing no rocks larger than six (6) inches in
the greatest dimensions, and no roots, vegetable matter or other
deleterious substances.
B. Extra soil not required for fill shall be spread on site as directed
by the Owner.
6. EXCA VA TION
A. Finished grade elevations are indicated on the site drawings. Be-
fore placing; spreading and compacting fill material, the existing
grade shall be cut to depth not less than six (6) inches below the
finished grade elevations shown or implied. For dep.per cut re-
quirements, see Division 2 and drawings for detail information
relating to tennis courts and walkways in this Contract.
B. Subsequent to the excavation operations, the surface exposed shall
, be plowed or scarified to a depth of at least six (6) inches, until it
is uniform and free from large clods; brought to the proper moisture
content by adding water or aerating, and compacted to the following
densities (see Division 1 - 7E)
7. PLACING, SPREADING & COMPACTING FILL MATERIAL
. A. The surfaces to receive fill shall be plowed or scarified to a depth
of six (6) inches, and until the surface is free from ruts, hummocks
or other uneven features which would tend to prevent uniform com-
paction ,by the equipment to be used.
B. After the foundation for the fill has been plowed or scarified, it shall
be disced or bladed until it is uniform and free from large clods;
brought to the proper moisture content by adding water or by aerating,
and compacted to the same relative density as the fill.
C. If any localized soft spots are detected during the rolling operations,
the soft soils shall be excavated and replaced with compacted fill
materials in ac~ordance with these Specifications.
D. The select fill materials shall be placed in layers which, when com-
pacted, shall not exceed six (6) inches in thickness. Spread each
layer evenly and thoroughly blade mix during spreading to insure
uniformity of material in each layer.
.
Divis ion 1
SITE GRADING AND
EXCAVATING
Page 4 of 5
E. After each layer has been placed, mixed and spread evenly, it
shall be thoroughly compacted to the following densities:
(1) In areas of walkways, tennis court and handball courts, each
layer of the fill material shall be compacted to 95 percent of
the maximum dry density.
(2) In planted areas where there is not future construction plan-
ned, each layer of the fill material shall be compacted to
85 percent of the maximum dry density.
(3) Fill.slopes shall be compacted by means of sheepsfoot rollers
or other suitable equipment. Compacting operations shall be
continued until the slopes are stable. While no appreciable
amount of loose soil will be permitted on the slopes, com-
paction shall not be so dense as to prohibit planting.
F. The fill operations shall be continued in six (6) inch compacted
layers, as specified, until the fill has been brought to the finished
slopes and grades as indicated on the drawings. Refer also to
Tennis Court Specifications.
G. All earth moving and working operations shall be controlled to pre-
vent water from running into excavated areas. All water shall be
promptly removed and the site kept dry.
H. Seasonal Limits: No fill material or topsoil shall be placed,
spread or rolled during unfavroable weather conditions. When the
. work is interrupted by heavy rains, fill operations shall not be
resumed until approved by the Owner.
8. FINISHED GRADES
The finished surface of the grading plane at any point shall not vary more
than o. 10 foot above or below the grade indicated on the drawings. Sur-
faces that do not conform to the above requirement shall be reshaped to
conform to the specified tolernaces, all at the Contractor's expense.
Soil adjacent to improvements shall be one (1) inch below top edge of
pavements.
Division 1
SITE GRADING AND
EXCAVATING
Page 5 of 5
9. CLEANUP
Upon the completion of the site earthwork, the Contractor shall remove
all surplus construction materials, earth and debris resulting from his
work so that the entire job site is left in a neat and orderly condition.
The Contractor shall make his own arrangements for disposing of debris
and waste materials outside the project area and he shall pay all costs
involved.
Technical Specifications
Division 2
SUBGRADE PREP ARA TIO~~
AND BASE MA TERrAL
Page 1 of 3
1. GENERAL
The General Conditions, Supplemental General Conditions, Special Con-
ditions, General Requirements shall apply to all work of this Division.
2. SCOPE OF WORK
A. Perform all work necessary to prepare finished subgrades under
general tennis court areas, paved pathways, handball courts as
detailed, including practice tennis court areas on either side of
handball courts.
B. Furnish material and construct aggregate base at locations listed
above. Aggregate base for tennis courts to be furnished and installed
as detailed on the drawings.
3. SUBGRADE PREPARATION
A. Subgrade is that certain area on which pavement, surfacing, base,
subbase, or a layer of any other material which may be specified
is to be placed. .
B. All subgrade shall be plowed or scarified to a depth of at least six
(6) inches below the final subgrade elevation; and by harrowing,
dry rolling and breaking clods, the earth shall be brought to finely
divided condition. All boulders, hardened material, or rock en-
countered shall be removed and the earth shall be uniform for the
full depth and width of the sub grade.
C. The loose earth shall then be thoroughly watered, in a uriiform
manner and quanity, so that the penetration will be at least four
(4) inches and as uniform as possible to obtain.
D. The earth shall then be harrowed to mix the wet earth with the dry
beneath, until the whole mass of loose material is at the proper
state of moisture for compaction.
E. The finished subgrade, immediately prior to placing subsequent
material thereon, shall be in accordance with applicable parts of
the Standard Specifications for Class 2 Aggregate Base.
F. The finished surface of the subgrade at any point shall not vary
more than O. 05 foot. above or below the elevation indicated on the
drawings.
Division 2
SUBGRADF PREPARATIO;'T
AND BASE MATERIAL
Page 2 of 3
G. Subgrade that does not conform to the above requirements shall be
reshaped and recompacted to conform, all at the Contractor's ex-
pense.
4. AGGREGATE BASE - CLASS 2
A. Materials: Aggregate Base shall be Class 2 and free from vegetable
matter, and other deleterious substances. The percentage com-
position by weight of aggregate base shall conform to Section 26 of
the Standard Specifications.
B. Deliver to site as a uniform mixture and spread each layer in one
operation without segregation.
C. Spreading: Class 2 Aggregate Base shall be readily compacted and
spread with equipment that will provide a uniform layer conforming
to the planned section and as specified in Section 26 of the Standard
Specifications.
D. Under the tennis courts there shall be an eight (8) inch thickness
, aggregate base. The base material shall be spread and compacted
in two (2) layers of approximately equal thickness, and construction
and material shall conform to Section 26 of the Standard Specifications.
A sufficient number of grade stakes shall be set across the court
to assure accuracy of slope.
5. CONDUITS, PIPING, ETC.
A. All electrical conduits shall be laid, trenches backfilled and com-
pacted prior to placing of aggregate base. All "stub ups" of this
work shall be carefully protected from damage during placement
of stabilized base.. .
B. Compacting: Aggregate base material shall be watered in a uniform
manner and quantity to provide the proper state of moisture for com-
paction.
C. The relaitve compaction of each layer of compacted base material
shall not be less than 95 percent as determined by Test ~ethod
No. California 216.
D. The surface of the finished aggregate base at any point shall not
vary more than 0.05 inches.
.
Division 2
SUBGRADE PREPARATIO""
AND BASE MATERIAL
Page 3 of 3
6. CLEANUP
Upon completion of the subgrade preparation and base, the Contractor
shall remove all surplus construction materials, earth and debris re-
sulting from his work so that the entire job site is left in a neat and
orderly condition.
Technical Specifications
Division 3
ASPHALT CONCRETE
PAVING
Page 1 of 2
1. GENERAL
The General Conditions, Supplemental General Conditions, Special Con-
ditions, General Requirements shall apply to all work of this Division.
2. SCOPE OF WORK
Asphalt concrete paving, including practice tennis courts on either side
of handball courts, and two (2) inch thick asphaltic concrete paving on
eight (8) inch aggregate base at te!lnis court areas.
3. RELATED WORK IN OTHER DIVISIONS
A~ Subgrade preparation and base material, Division 2.
4. MA TERIA LS
A. Prime Coat: Liquid asphalt (SC -70) in conformance with Section 93 .
of the Standard Specifications.
B. .Tack Coat shall be diluted SS-l or SS-1H Emulsion, or an undiluted
RS-1 Emulsion, and shall conform to Section 94 of the Standard
Specifications.
C. Fog Seal Coat: Diluted SS-1 or SS-lH Emulsion, and conform to
Section 94 of the Standard Specifications.
D. Paving Asphalt shall be steam refined penetration Grade 85 -100 in
conformance with Section 92 of the Standard Specifications.
E. Aggregate: Coarse and fine aggregate, and shall be Type B.
(1) Aggregates for asphalt concrete surfacing at tennis courts
shall be 3/4 inch maximum medium grading.
(2) Aggregates for asphalt concrete surfacing at walks and related
surfaces shall be 3/8 inch maximum grading.
5. CONSTRUCTION
A. C1.ass 2 Aggregate Base shall be spread, placed and compacted in
conformance with Section 26 of the Standard Specifications, and
Subgrade Preparation Division of the Specifications herein.
Division 3
ASPHALT CONCRETE
PAVING
Page 2 of 2
B~ Prime Coat: Before placing asphalt concrete on an untreated base,
apply a liquid asphalt prime coat to the base course in accordance
with provisions set forth in Section 39 of the Standard Specifications.
Prime coat shall be applied at the rate of O. 25 gallons per square
yar d.
C. Tack Coat: Before placing asphalt concrete, an asphalt emulsion
tack coat (paint binder) shall be applied to all vertical surfaces of
existing pavement, construction joints, and headerboards; all in
accordance with Section 39 -4 of the Standard Specifications. Apply
at the rate of O. 10 gallons per square yard.
D. Fog Seal: A fog seal coat shall be applied to all finished surfaces of
asphalt concrete pavement in accordance with the provisions of
Section 37 of the Standard Specifications. Fog seal coat shall be
applied at the rate of from O. 05 to O. 10 gallons per square yard.
E. Asphalt Concrete: Proportion, mix and place in conformance with
the applicable provisions in Section 39 of the Standard Specifications.
6. TOLERANCE
The finished asphalt pavement, where not controlled by adjacent structures
or features, may vary not to exceed O. 10 foot above or below the planned
grade, providing it is uniform and free from sharp breaks. The cross
section of the finished pavement shall be free from ridges and valleys,
and be within 0.05 foot above or below the theoretical section at any point
on the cross section. The thickness of the finished pavement shall be not
less than o. 01 foot less than the planned thickness of any point.
7. CLEANUP
Upon completion of the asphalt concrete paving, the Contractor shall re-
move all surplus construction materials, earth and debris resulting from
his v.o rk so that the entire job site is left in a neat and orderly condition.
Clean all splash off concrete, headerboards, equipment and all adjacent
appurtenances.
.
Technical Specifications
Division 4
CONCRETE
Page 1 of 9
1. GENERAL
.
The General Conditions, Supplemental General Conditions, Special Con-
ditions, General Requirements shall apply to all work of this Division.
2. SCOPE OF WORK
Includes all labor, material, power, tools, transportation, service and
equipment necessary for and properly incidental to the furnishing, in-
stallation and completion of all plane and reinforced concrete work in-
dic,ated on the drawings and specified herein. Includes but is not limited
to:
A. Foundations and footings.
B. Mass concrete and concrete slabs.
C. Formwork and shoring.
D. Reinforcing steel.
E. Installation in concrete of bolts, inserts, sleeves, water stops,
metal joint strips and miscellaneous iron. Provide coordination
to insure that all subcontractors furnish accessories punctually,
and accurately inform the General Contractor of embedment loca-
tions.
F. Finishing and curing.
G. . Concrete work connected with plumbing and electrical work.
H. Tilt -up wall panels at Handball Courts.
3. SAMPLES
Samples of all materials under this Division mall be supplied as required
for testing, as specified hereinafter or as directed by the Landscape
Architect.
4. GENERAL REQUIREMENTS - SPECIFICATIONS
A. All material sshall conform to the applicable current editions of
the Standard Specifications for concrete work and to these Specifica-
tions.
Division 4
CONCRETE
Page 2 of 9
B. Workmanship shall be equal to the best practice in modern con-
struction. All work shall be first class in all respects. Con-
tractor shall exercise care to make a uniform dense concrete of
required strength and mix, true to elevations and line indicated on
the drawings.
5. MATERIALS
A. Cement: Type II and conform to Standard Specifications, Section 90,
ASTM C -150. A single bra.nd of cement shall be used for all con-
crete exposed to view.
B. Aggregate shall conform to ASTM C -33.
(1) Fine Aggregate shall consist of clean, natural washed sand,
well shaped, hard, durable particles. Varying from fine to
particles passing a 3/8 inch screen of which at least 12 per-
cent shall pass a 50 mesh screen.
(2) Coarse Aggregates shall be uniformly graded between the
maximum size, 3/4 inch, and the minimum size No. 4 and
shall consist of clean, hard, fine grained, sound, crushed
rock or washed gravel.
(3) Sand shall be a natural sand consisting of well shaped hard
durable grains. It shall contain not more than 2 percent of
silt and clay by weight and be free of detrimental amounts of
alkali, mica, weak particles, injurious organic matter, or
other deleterious matter. The specific gravity shall be not
less than 2. 65. Sand shall be well graded within limits of
ASTM C-144-66T.
C. Water shall be free from acid, alkali, organic matter or other
impurities detrimental to the concrete.
D. Reinforcing Steel shall be deformed billet-steel bars conforming
to ASTM A615 -68.
E. Welded Wire Mesh shall conform to ASTM.A-185-68.
F. Expansion Joint: Expansion joint filler conforming to ASTM D545-67,
3/8 inch thick, the full depth of concrete section. Non-extruding.
Divis ion 4
CONCRETE
Page 3 of 9
G. Aggregate Base: Class 2 Aggregate Base. (Refer to Division 2D,
Subgrade Preparation and Base Material. )
H. Integral Color: Color and quantity schedule as indicated on the
drawings.
1. Admixtures:
(1) Air -entraining Agent: Master Builders Biscol Resin, Sika
AER, Sika Chemical Corporation, or approved equal.
(2) Water -reducing Agent: Pozzolith 3L, Plastiment Admixture,
Sika Chemical Corporation, or approved equal.
J. Curing Compound shall be "Westcure" process, West Chemical
Products, Inc., Berkeley.
K. Forms for Concrete:
(1) Plywood, steel, shiplap or paper lined sheathing. Plywood
(waterproof) treated for preservation and ease of stripping,
Burke Form Sealer or A. C. Horn Formfilm.
(2) Lumber of grade and sufficient strength to provide forms
which will produce straight and true concrete surfaces at
locations where concrete will remain exposed.
(3) Foundations may be poured neat in earth trenches provided
earth is: (a) stable, solid and reasonably true to lines and
grades shown on the drawings, and (b) footing width is in-
creased by two (2) inches from dimension given.
(4) Forms for pavement shall be 2x4 Douglas Fir. Curved shapes
may be formed with sheet metal or plywood.
6. DEPTH OF FOOTINGS
Bids shall be based upon depth of footings as shown or down to undisturbed
soil as specified. No additional payment shall be allowed where deeper
excavations are required because of over excavation. All footings shall
bear on solid undisturbed earth, or on compacted subgrade.
7. PREPARATORY WORK
Concrete construction to receive work of other trades, or for other
materials or items, shall be performed hereunder. Proper provisions
Division 4
CONCRETE
Page 4 of 9
shall be made for all recesses, anchorages, blocking, inserts and like
items. Notify other trades for their installations and preparatory work
well in advance of placing concrete. .
8. FORMWORK - CAST IN PLACE CONCRETE
A. All forms shall conform strictly to shape, lines, dimensions and
details of concrete work as detailed.
B. Design and construct forms to prevent spreading, shifting, settling,
or leaking when concrete is deposited. Forms shall resist deflections
of more than 1/8 inch between supports after concrete is placed.
C. All wood borad and strip forms shall be thoroughly water soaked
12 hours prior to concreting.
D. Forms shall be chamfered only at locations indicated on the drawings
and by means of mouldings placed in forms.
E. Form coating shall be applied before placing reinforced steel.
F. ,Reuse of form material will be allowed after tlrorough cleaning.
9. PLACING OF REINFORCING STEEL
A. Accurately locate reinforcing steel in the forms and firmly hold
in place before and during the placing of concrete by means of wire
supports to prevent displacement during the course of construction
and to keep the steel at proper distance from the forms.
Firmly and securely hold in position as specified in Section 52 -
1. 07 of the Standarq Specifications.
B. Bar coverage shall be to outside face of bar. Steel shall be placed
and lapped as per Section 52 of the Standard Specifications.
C. Wire mesh shall be rolled flat before placing concrete and supported
on chairs to height indicated on the drawings.
D. All reinforcing steel shall be inspected by the Landscape. Architect
prior to concreting. Reinforcing steel placed in walls shall be in-
spected by the Landscape Architect prior to closing of outer forms.
.
Division 4
CONCRETE
Page 5 of 9
10. HANDBALL COURTS
A. Schedule floor slab construction to provide base for pouring tilt-
up wall panels, and time for curing panels, to assure complete
operation within the contract period. Contractor has option of pre-
casting panels off -site and moving them in for installation.
B. If court slab is used as base, a center strip of slab 16' -6" wide
by full length of both courts may be poured, with tongue and groove
construction joints formed on either edge parallel with wall lines.
Reinforcement as detailed to continue uninterrupted for full width
of courts.
C. Procedure at B acceptable, provided final completed slab has no
ridges at the.construction joints and no cracks. See Surface Tol-
erance below.
D. Lifting rings shall be carefully located to avoid unsightly ultimate
appearance, and shall be sacked and smoothed if iri playing areas
of panels.
E. Interior face of panels (handball court side) shall be the under side
'of panels when poured.
F. Extend reinforcing at edges of panels where they will join, for
positive cast-in-place vertical connection between them and with
cross wall.
G. Careful placement of steel required where bottom edges of pre-
cast panels join the footing and portions of slab of the final pours.
H. Where walls are joined by formed cast-in-place connections, this
concrete shall be carefully treated by sacking to provide a texture
and finish matching the pre -cast work. .
11. CONCRETE WITH INTEGRAL COLOR
A. Integral color as specified shall be added to concrete work in hand-
ball court wall and slab at the rate of three (3) lbs. per sack of
cement. .
B. Metallic oxide additive required only at locations to receive integral
color as indicated on the drawings.
.
Division 4
CONCRE'IE
Page 6 of 9
C. A single brand of cement and identical sand and aggregates shall be
used. The exact quantities of water per batch shall be maintained
on all colored concrete batches.
12. . EXPANSION JOINTS
A. Where shown expansion joints shall be installed as per manufacturer's
directions where indicated on the drawings. Tool all corners of
paving at joints. Expansion joint in walls shall be cut back 3/4 inch
. from face of wall and edges tooled. Insert 3/8 inch asphalt impre-
gnated fiberboard at joints.
13. SCORE JOINTS
Score at least 1/5 the depth of slabs at interval indicated on the drawings.
The width of control joints shall not exceed 1/8 inch and the edges of con-
trol joints shall be finished with a "T" bar for a rounded edge.
14. DESIGN MIXES
A. General Contractor, at his own expense, shall submit to the Land-
scape Architect mix design, or mix designs, based on tests of the
materials which will be used by the Contractor's supplier of transit-
mix concrete for this project. These mixes shall be designed to
meet the following strength, slump, and shrinkage limitations:
(1) Handball Court slabs and footings: Ultimate strength at
28 days, not less than 2, 500 psi.
(2) Slump: 3 inch maximum. Use of granite or limestone
aggregate may be advisable.
15. TEST CYLINDERS
A. Cylinders shall be standard 6x12 inches. Contractor shall provide
standard empty can forms to pe:rsoI1 experienced in performing this
particular work employed by City of Gilroy.
B. Contractor shall request arrangement for three (3) cylinders to be
cast for each day of pour for each different mix used that day.
C. Contractor shall be responsible for ascertaining that all test cylinders
are clearly dated, maked with location in the structure where con-
crete was placed, and identified by number of mix design used.
Division 4
CONCRETE
Page 7 of 9
D. The test cylinders shall be carefully stored at the site under same
curing conditions as the concrete poured. Contractor has option of
using one of each three (3) cast for seven (7) day break test.
E. If requested by either the City Engineer or the Landscape Architect,
the Contractor shall, at Owner's expense, have a testing laboratory
break one (1) cylinder from each of all of the 28 day samples to
verify strength of the concrete at various locations.
F. If after 28 days curing, should any clyinders test below the required
strength, the Contractor, at his own expense, shall promptly change
the mix as necessary, and take further test and proper action to
correct the deficiency.
G. If these test,' in the opinion of the Landscape Architect, indicate that
the concrete is not satisfactory, the defective concrete shall be re-
moved at the Contractor's expense.
16. PLACING CONCRETE
A. Before depositing concrete, all equipment for mixing and trans-
, porting the concrete shall be cleaned. Remove all wood chips,
shavings and other debris from the interior of the forms, and
thoroughly wet forms. Reinforcement shall be cleaned, if nec-
cessary, prior to placing concrete.
B. Reinfar cement and other work embedded in the concrete shall be
securely in position before pouring. Remove free standing water
and divert ground water from forms and excavations.
C. Deposit concrete in continuous and complete pours between joints
to the full height of forms. Excess material shall not be placed as
a partial pour but s.hall be dumped on the site and later removed.
NO leftover material is to return to batching plant in truck.
D. Concrete shall be kept continuously wet for ten (10) days after
placing and covered as required by the Specifications.
E. Compaction:
(1) Concrete shall be thoroughly compacted by puddlirig with
suitable tools during placing and thoroughly worked around
the reinforcements, around embedded fixtures and into the
corners of the forms. In addition to manual spading and
tamping, all concrete shall be internally vibrated with high-
.
Division 4
CONCRETE
Pa ae 8 of 9
b
speed mechanical vibrators operated under experienced super-
vision. A mechanical vibrator in good working order, but
not in use, shall be kept on the job until all concrete is placed.
(2) All mass concrete shall be adequately vibrated following place-
ment of concrete in forms. Faces of forms shall be vibrated
to reduce air pockets. At joints and edges of pathway pave-
ment, supplement vibrators with forking and spading to insure
dense edge.
F.. All construction keyways and joints between adjacent pours shall be
thoroughly wetted and slushed with a coat of neat cement paste be-
fore proceeding with next pour.
17. FORM REMOVAL
Upon removal of forms, all bolts, wires, ties, spreaders, etc., shall be
removed, cut or broken back at least one (1) inch below the surface of
the concrete and the resulting imprint chipped out as required and patched
with mortar as specified. All projecting fins shall be removed and all
other minor irregularities in exposed concrete surfaces shall be removed,
or cut back and patched as directed by the Landscape Architect. All other
work stained by leakage of concrete shall be cleaned and repaired.
18. FINISffiNG
Workmanship shall be of the highest standards. During finishing, cement
shall not be applied to dry the concrete surface. Surfaces shall be con-
sistently finished throughout the job. Scored joints shall be straight and
leveL Finish all concrete as indicated on the drawings.
A. Tooling: Tool the edges of expansion joints and as indicated on
the drawings.
B. Tolerances: All concrete elements shall be constructed to the
following tolerances: Linear dimension 1/8 inch; slab deviation
from a true plane 1/8 inch in 10 feet.
C. Fine Brush Finish: The freshly placed slab shall be compacted
and screeded uniformly to grade. Push large aggregate below the
surface with screen tamper, screed and bull float. As soon as the
surface becomes workable, it shall be wood floated, then steel
troweled to a uniform smooth, hard surface. Follow immediately
by drawing.hair br00m acroos surface at right angles to long direction
of panel, or as indicated on the drawings.
Division 4
CONCRETE
Page 9 of 9
D. Coarse Broom Finish: Place as above, follow wood floating by
drawing ~a stiff bristle broom in direction indicated on the drawings.
E. Steel Trowel: Place as above, and steel trowel smooth to a hard,
uniform surface.
19. DEFECTIVE CONCRETE
If any concrete work is not formed as indicated, is understrength concrete,
concrete out of line, level or plumb, or showing objectionable cracks,
honeycomb, rock pockets, voids, spalling or exposed reinforcing, it shall
be repaired or removed and replaced as directed by the Landscape Archit-
ect. All cleaning, patching am repairs shall be subject of Landscape
Architect's approval and acceptance.
20. CURING AND PROTECTION OF PAVEMENTS
A. Cure pavements and slabs by till "Westcure" process (West Chemical
Products, Inc., Berkeley). Two hours after completion of trowelling
or exposing, apply a uniform spray coat of the curing compound as
directed by manufacturer.
B. Finished concrete shall be protected at all times from damage.
After completion of curing period, pavements shall be protected
from damage by equipment and other operations until final accept-
ance. Protect nosing of steps with planking.
21. CLEANUP
During construction, keep area clean and clear as possible. Clean up
and remove from the site all spillage, overpour, discarded forming
materials, rejected work or materials, and all refuse or debris resulting
from this work.
.
Technical Specifications
Divis ion 5
METALS
Page 1 of 2
1. GENERAL
The GEneral Conditions, Supplemental General Conditions, Special Con-
ditions, General Rquirements shall apply to all work of this Division.
2. SCOPE OF WORK
The work includes:
A. Furnish and deliver, complete all manufactured and fabricated
metal.
B. Furnish shop drawings as required.
C. Galvanizing.
D. Shop priming.
E. Fasteners and accessories.
3. MA TERIALS
A. Miscellaneous steel plates and structural steel shapes shall con-
form to ASTM A -36 -69.
B. Steel Pipe: (Structural pipe columns) - ASTM A-53 -69A, Grade B.
C. Bolts: Structural grade steel, ASTM A307 -68, with suitable nuts
and washers, all galvanized.
D. Nails: Common wire, galvanized.
E. Screws shall be galvanized, ainc electro -plated or brass.
F. Paint: Red Lead Primer.
4. WELDING
A. All welding shall be in accordance with the latest A WS Standard,
and shall be done by certified welders, prequalified by tests as
prescribed by 'tIE "Qualification Procedure" of the American
Welding Society. Any welds found to be defective must be cut out
and replaced. Any welder not doing satisfactory work may be re-
moved by the Landscape Architect and be required to pass the
Qualification Test again.
Division 5
METALS
Page 2 of 2
B. All welded connections must be electrically welded by welding
machines of an approved direct current low-voltage type.
C. All surfaces to be welded shall be free of loose scale, slag, grease,
paint, or other foreign materials.
D. All parts of members to be welded to each other shall be rigidly
held together while welding.
5. GALVANIZING
A. Galvanize fabricated items, after fabrication in accordance with
ASTM AI23-66. See drawings for items to be galvanized.
B. Parts shall be made in suitable sections. First clean in a hot
pickling bath to remove all scale and then rinse clean with clear
water. After pickling and wahsing, dip parts in liquid zinc tank
sufficient length of time to heat parts to zinc temperature, then
remove and allow to drip and cool; straighten as required.
6. WORKMANSHIP
A. All work shall conform to the American Institute of Steel Construction
Specifications for design, erection and fabrication and acceptable
standards of good practice.
B. Finished members shall be true to line and free from twists and
bends. All weld in exposed work shall be ground or chipped smooth
before painting.
7 . INSTALLATION
Set all items straight and plumb, and as indicated on the drawings.
8. PAINTING
Paint structural steel with one (1) shop coat of red lead or approved equal.
structural steel to be encased in concrete or field welded shall be un-
painted. All foreign substances shall be removed from steel prior to
encasement in concrete. After erection, all field bolts, field welds and
all abrasions to shop coat shall be spot painted with the above material
for shop coat. Fabricator shall submit steel details to the Landscape
Architect for approval before commencing fabrication.
.
Technical Specifications
Division 6
CHAIN LINK FENCING
Page 1 of 3
1. GENERAL
The General Conditions, Supplemental General Conditions, Special Con-
ditions, General Requirements shall apply to all work of this Division.
2. SCOPE OF WORK
Furnish all labor, materials, equipment necessary to install complete
tIE fencing and gates indicated on the drawings and specified.
3. SUBMITTALS
Submit for approval four (4) copies of descriptive literature covering
posts, rails, fabric and hardware for fences and gates.
4. MATERIALS
A. Posts: Standard seamless galvanized steel pipe, ASTM AI20-68A.
B. Horizontal Rails: (Top, center and bottom for all fences) Standard
seamless galvanized steel pipe, ASTM A120-68A.
C. Fabric: Open hearth steel woven mesh, hot dip galvanized after
fabrication. Minimum 1. 2 ounces per square foot of wire surface,
free of spurs and barbs of zinc on surface of wire; 11 gauge wire,
1-3/4 inch mesh. Knuckled top and bottom, single width fabric to
full height of fence; all fencing in this Contract.
D. Gate Frames: Standard galvanized steel pipe, 1-5/8 inch O. D.
E. Truss Rods: 3/8 inch diameter, steel rod, galvanized with truss
tightener am fittings.
F. Ties: 11 gauge galvanized wire.
G. Fitting and Hardware: Galvanized.
H. Bars, Band, Clips, Bolts, Etc: Galvanized steel.
1. Malleable tops.for all corner, gate and term inal posts. Galvanized.
Divis ion 6
CHAIN LINK FENCING
Page 2 of 3
5. FENCE SCHEDULE (See drawings for locations)
.
Fence Diameter & Weight of Posts Hor iz. Maximum
Height End & Gate Line Rails Post Spacing
12'-0" 3" o. d. 5.79# 2t" o. d. 3.65# 1-5/8" o. d. 10' -0"
6'-0" 2t" o. d. 3.65# 2t" o. d. 3.65# 1-5/8" o. d. 10' -0"
3'-0" 2" o. d. 2.72# 2" o. d. 2.72# 1-5/8" o. d. 8'-0"
6. POST DEPTHS
(Depths measured from plane of finished tennis court pavement. )
Fence Height
Bottom of Posts
Bottom of Concrete
12' -0"
6' -0"
3' -0" line posts
3' -0" gate posts
3' -8"
3'-0"
2'-0"
2'-6"
4' -0"
3'-4"
2'-4"
2'-10"
7. GATE ACCESSORIES AND HARDWARE
A. Fabric: Match fence fabric.
B. Malleable iron corner fittings.
C. Cross truss bracing.
D. Provide horizontal bar and transom panel over gates in high
. fencing.
E. Hinges of all gates shall off -set, as directed, to permit 180 degree
swing if required by the Owner. Bottom of gate shall be socket
type. After hinges are placed, final adjustements made, and bolts
tightened, the hinge clamp and gate post at each location shall be
mutually drilled and tapped and a 1/4 inch machine bolt set to lock
hinge in position. This applies to all hinges.
F. Latches and Accessories:
(1) All single gates shall have a sliding fork latch with int egral
lock pin, and lockkeeper guide. Hinged fork latch is not
acceptable.
Division 6
CHAIN LINK FENCING
Page 3 of 3
(2) Double gates shall have plunger bar locking device equipped
with at least two latch forks, and capable of being padlocked.
Furnish and install gate hold back for each gate, and plunger
bar catch. Set hold backs and catch in concrete.
8. INSTALLATION
A. Set posts evenly spaced, plumb and true to lines, with top line
uniform.
B. Bracing: At ends, corners .and at gates in fences, install diagonal
truss rods, and midrail braces where standard good practice in-
dicates, and as called for on the drawings.
C. Fabric Attachment: Favric shall be attached to line posts with
fabric bands or clips spaced approximately 14 inches apart, and
to sop rails, mid rails, bottom rails and tension wires with wire
ties spaced 24 inches apart. At all corners and vertical ends of
fabric, install stretcher bars banded to posts and gate frames at
24 inches maximum.
D. . Rails: Splices in top rails shall be made with couplings at approxi-
mately every 20 feet. Coupling shall be such as will produce a con-
tinuous brace of railing from end to end of each stretch of fence.
Every fifth coupling in a stretch shall be fitted with a heavy spring
to allow for expansion and contraction of rail.
Rails shall be rigidly clamped to end and corner post with appro-
priate fittings. Mid and bottom rails shall be clamped at each post.
E. Stretch all fabric tight, free from sags and bulges.
9. COOPERATION
Close cooperation is required between subcontractors involved in con-
structing fences and tennis courts. The General Contractor is responsible
for coordinating the work to achieve an unpatched finish court surfacing
around fence posts, as shown on the drawings.
Technical Specifications
Division 7
TENNIS COURTS
Pa ge 1 of 3
1. GENERAL
The General Conditions, Supplemental General Conditions, Special Con-
ditions, General Requirements shall apply to all work of this Division.
2: SCOPE OF WORK
Furnish all labor, materials, equipment, appliances, transportation for
complete installation of net posts and sleeves, surface course, color
seal surface treatment, and line stripping.
3. WEATHER LIMITATIONS
No parts of the construction involving surface course materials or asphaltic
base courses shall. be conducted ouring rainfall or \Vb en rainfall is
imminent, or unless the air temperature is at aleast 50 degrees F. and
rising.
4. FENCING, BENCHES AND NET POSTS
Fence posts, net posts, and tie down eye shall be set after the installation
of surface courses, but prior to placing of finish course. Fence fabric
shall be installed and approved prior to placing of finish course.
5. DELUXE NET POSTS WITH CENTER TIE -DOWN
A. Net posts shall be fabricated from 4-1/2 inch diameter heavy-duty
steel pipe. The reel shall be internal worm gear wind and shall be
made of bronze or brass.
B. The posts shall be set 30 inches deep and shall be embedded in con-
crete 24 inches in diameter by 40 inches deep, and shall bear on a
bolt through the post at the 18 inch depth. Posts shall be Jamison
No. 351-404, Patterson - Williams No. A -39, or approved equal.
C. Anchors for tennis net center strap tie-down shall be 1-5/8 inch
pipe, 9 inches long with the bottom 2 inches flattened togethEr and
a 1/4 inch pin centered in tIE top. This anchor shall be set in con-
crete six (6) inches by six (6) inches by 12 inches in depth.
6. COOPERA TION
Close cooperation is required between subcontractors involved in con-
structing fences and tennis courts. The General Contractor shall be
responsible for coordinating the work to achieve an unpatched finish
court surfacing around fence posts.
.
Division 7
TENNIS COURTS
Page 2 of 3
7. SURFACE COURSE:
A final wearing surface course 3/4 inch in thickness of bituminous con-
crete in accordance with appropriate State Specification for aggregate and
asphalt content. Aggregate gradations shall not exceed 3/8 inch in maxi-
mum size in any case. Application shall be made to attain final required
slope, pitch and grade with no variations greater than 1/8 inch along a
10 inch straight edge in any direction. The surface shall be rolled free
of any roller marks, ridges, and voids shall be repaired. The surface
shall be checked by flooding and marked for depressions. The asphalt
shall cure for seven days prior to applying the Plexipave Acrylic Color
System.
8. FINISH COURSE (Plexipave Color System)
A. Materials for this system shall consist of Plexipave Acrylic Filler
Coat and Plexichrome Acrylic Color Finish as manufactured by
California Products Corporation, Cambridge, Massachusetts.
Materials for the Color System shall arrive at the site in sealed,
properly label containers.
B. Prior to applying this system, the net sleeves, benches and fencing
shall be installed and approved by the Landscape Architect.
C. The surface shall be brushed or blown free of all dirt and foreign
matter.
. D. Over the asphaltic surface course, apply two (2) coats of Plexipave
Acrylic Filler Coat in accordance with the manufacturer's directions
at the rate of not less than 0.08 gallon per square yard total for the
two (2) coats (64 gallons for 800 square yards). If the asphaltic
surface course is not covered to a uniform, even texture free of all
porosity, a third filler coat shall be applied to attain uniformity.
The first coat shall be applied lengthwise of the court and the second
coat crosswise the court. Dilution rate will not exceed one (1) part
water; two (2) parts filler coat.
E. Prior to applying the Filler Coat, a final, careful inspection of the
entire surface shall be made to remove any ridges, loose or foreign
particles.
F. The final Finish Coat of Plexipave (Plexichrome) shall be applied
as directed by manufacturer at a rate of not less than 0.04 gallon
of material (32 gallons per 800 square feet). The application shall
.
Division 7
TENNIS COURTS
Page 3 of 3
be made lenghtwise of the courts with a wide hair type push-broom
and shall produce a uniform color throughout when viewed from a
distance of 25 feet from any edge of the court at mid-day. Dilution
rate will not exceed one (1) part water; one (1) part Finish Coat.
G. Colors shall be "Dark Green" inside the field of the "doubles court"
lines, and "Red" outside over the balance of the courts. Colors
shall be:
(1)
Plexipave:
C -34 Red
C -32 Dark Green
(2)
Plexichrome:
B -34 Red
B -32 Dark Green
9. PLAYING LINES
Forty-eight hours minimum after completion of surface construction,
two (2) inch wide playing lines shall be accurately located, and applied
by brush or spray free of any fogging or overspray. Line paint shall be
White Plexicolor Line Paint as suitable to the color system used. Lines
shall be standard double courts for tennis courts.
10. TRAFFIC
The area shall be protected from traffic during all operations and shall
not be opened for use for at least 24 hours after the finished surface has
dried completely. Gates shall be secured at all times until acceptance
by the City of Gilroy.
11. CLEANUP
Upon completion, the Contractor shall remove all containers, surplus
materials and debris, and leave the site in a clean and orderly con-
dition acceptable to the City. All splatter shall be removed from
fencing net posts, and benches before acceptance.
12. GUARANTEE
This Contractor sh~ll guarnatee tennis courts surfacing against settle-
ment, peeling of surface, and any other defects of materials or work-
manship for a period of one (1) year from acceptance.
Technical Specifications
Division 8
ELECTRICAL
Page 1 of 8
1. GENERAL
The General Conditions, Supplemental General Conditions, Special Con-
ditions and General Requirements shall apply to all work of this Division.
2. SCOPE OF WORK
The Contractor performing the work of this Division shall furnish all
labor, materials, tools, transportation, power services and equipment
for and incidental to the co mpletion of all electrical work indicated on
the drawings and/or mentioned in these Specifications, and in accordance
with the 1971 National Electric Code.
In general the work includes the following:
A. Furnishing and installing secondary power feeder conduit and
cable..
B. Connecting to existing service equipment.
C. Furnishing and installing floodlighting system,. including pole,
,fixtures, conduit, wire and controls.
3. DRA WINGS
A.
The layout of equipment, accessories and raceway system is
diagrammatic, unless specifically dimensioned. Before proceeding
with the work, the Contractor shall verify all dimensions and sizes.
Where discrepancies occur in different plans, between plans and
Specifications, they shall be immediately brought to the attention
of the Landscape Architect.
.
B. These drawings may be superseded by later detailed drawings or
addenda to the Specifications, and the Contractor shall comply to
all reasonable changes without extra cost to the City.
C. All items not specifically mentioned herein or not shown on the
drawings which are necessary to make a working installation shall
be included.
D. The Contractor shall review all plans and adjust his work to conform
to all conditions indicated and be responsible for all electrical work
shown thereon, regardless of it not being shown on the electrical
drawings.
.,
Division 8
ELECTRICAL
Page 2 of 8
4. EXAMINA TION OF SITE
The Contractor shall examine the site and compare the drawings with
existing conditions. By the act of submitting a bid, the Contractor shall
be deemed to have made such an examination and to have made allowances
therefore in preparing his figures.
5. RULES AND REGULATIONS
A. For governing codes, refer to Special Conditions.
B. Where larger sizes or better grade materials than thos required
by code are called for under this Division, these Specifications shall
have precedence.
C. Contractor shall furnish additional materials and make changes
without additional cost to the City, if necessary, to achieve com-
pliance with the code.
6. SUBSTITUTIONS
(See General Conditions and Materials List).
7. MATERIAL LIST
A. Submit list of materials and equipment proposed for installation in
quadruplicate to the Landscape Architect for approval within 15 days
after award of this Contract. Items not covered in this list shall be
installed as specified without substitutions.
B. Substitutions and changes shall be requested in letters from the
General Contractor to the Landscape Architect and shall be considered
as authorized only upon receipt of written permission from the Land-
scape Architect. Any item which is proposed as a substitute shall
be accompanied by prints and/or other data, in triplicate, giving
size, capacities and all other necessary information.
C. When substitute items have different space requirements, or rough-
in dimensions from the items specified, it shall be the responsibility
under this Division to fit them into the available space.
D. When shop drawings or catalog information submitted to the Land-
scape Architect for the purpose of showing the installation in greater
detail, theu' approval does not excuse the Contractor from the
requirements on the Contract Drawings for Specifications.
Division 8
ELECTRICAL
Page 3 of 8
8. CONTRACTOR'S RESPONSIBILITY
A. All existing telephone cables, wires, conduit, pipes, etc., shall
be protected and well barricaded against injury or accident.
B. Cleaning: Before final acceptance, all exposed and readily access-
ible surfaces shall be clean and free from blemishes, paint, stain,
concrete, scars and dents.
C. Closing in Uninspected Work: The Contractor shall not cover or
enclose any of his work until it has been inspected, tested and
approved by the Landscape Architect.
D. Testing and Adjusting: Furnish all labor, materials, instruments
and tools to make tests as may be required.
E. Final Operation: Prior to acceptance of the installation, the Con-
tractor shall place competent men in char ge who shall operate the
equipment instructing the City's operators in all details of operation
and maintenance.
F. ,Name plates and tags are to be provided on all'equipment, switches
and controls which require identification.
9. RECORD DRAWINGS
A. The Contractor shall provide and keep up-to-date a complete record
set of prints, corrected daily and showing all changes from the
original contra ct drawings. Prints for this purpose may be obtained
from the City. Keep as -builts on the job site and use only as a record
set.
B. The preceding paragraph shall not be construed as authorization for
the Contractor to make changes in the layout without definite in-
structions in each case.
C. Upon completion of the work, this set of "as -builts", clearly marked,
shall be delivered to the Landscape Architect.
10. SUBMITTALS OF MATERIAL AND SHOP DRAWINGS
A. The following items are to be included in submittals for approval of
the Landscape Architect.
.
(1) Light fixtures.
(2) Panelboards.
Division 8
ELECTRICAL
Page 4 of 8
(3) Time switches.
(4) Floodlight poles and fixtures.
(5) Light control equipment.
. B. In addition to the items listed in paragraph A above, submit a list
of materials to be used on the project, including conduit, wire,
wiring devices, plates, ballasts, etc.
11. DISTRIBUTION PANEL BOARDS
A. Panel boards shall be of a standard manufacturer as manufactured
by Westinghouse, Square D, General Electric, or equal in quality
and utility.
B. Panel boards shall be equipped with the type, size and number of
circuit breakers, arranged and numbered as shown on the drawings.
Circuit breakers with even numbers shall be on the right side. Each
circuit shall be permanently numbered. Plastic buttons secured by
. means of rivets or gromments are acceptable. Each panel shall
have a typewritten directory mounted under celluloid with a metal
frame on the inside of the cabinet door giving circuit numbers and
complete description of all outlets.
C. Panels shall be bussed according to the requirements shown on the
drawings. There shall be one (1) bus for each phase and a main
terminal for the neutral black. The netural black shall have terminal
for each circuit in the panel.
D. All wires within panel boards shall be labeled with its respective
circuit number. Wire shall be cabled together and formed in a neat
and workmanlike manner to the satisfaction of the Landscape Archi-
tect.
E. Panel boards shall have provision for locking circuit breakers in the
off position.
12. RACEWA Y
A. Materials: Raceway shall be hot dipped galvanized rigid type,
electrical metallic tubing (EMT), plastic type on non-metallic duct
as determine by size and use, and as indicated on the drawings.
Division 8
ELECTRICAL
Page 5 of 8
B, Conduit Types:
(1) Embedded in concrete: Rigid.
. (2) In earth: Plastic.
(3) To floodlight poles: Plastic.
C. Plastic Conduit:
(1) Plastic conduit shall be Carlon, Stauffer, or approved equal,
Polyvinyl Chloride, Schedule 40 (PVC). Manufacturer's
approved solvent for joining couplings to pipe shall be used.
and shall be applied according to manufacturer's recommend-
ations. .
(2) Conduits shall be buried minimum of two (2) feet below grade.
D. Conduit Sizes: Size of each conduit shall be such that the number
and gauge of conductors therein shall not exceed the limit set forth
in the California Administrative Code, Title 24. Minimum size con-
,duit shall be 3/4 inch trade size.
E. Clean Conduits: Raceway shall be cleaned out before installing wire.
At all stages of the work, everything possible shall be done to pre-
vent foreign material entering the conduit.
13. SECONDARY FEEDER AND BRANCH CIRCUIT CONDUCTORS
Secondary feeder conductors shall be copper, Type THW, rated 600 volts.
Circuit wire underground shall be Type THW. All wire shall be of a
standard manufacture approved by the Underwriters' Laboratories and
shall bear their label. Conductor size shall be as specified on drawings.
Minimum size conductor shall be No. 12 A WG.
A. All wire shall be color coded as follows:
Phase A
Phase B
Phase C
Neutral
- Black
Red
- Blue
- White
B. WlXes No. 8 A WG and smaller shall be solid. Wires larger than
No 8 A WG shall be stranded.
.
Division 8
ELECTRICAL
Page 6 of 8
C. As far as practicable, each conductor run shall be continuous and
free from splices. If necessary, splices shall be made at boxes
and enclosure. Splices shall not be made in feeder conductors.
Conductors shall be joined so as to be mechanically and electrically
secure by solder, Scotchlok connector, or approved equal. Con-
nection of fixture leads to circuit conductors with Scotchlok Type R
or approved equal in quantity and utility will be acceptable.
D. All wire shall be identified by tagging at the panel board. Pre-
marked self-adhesive, wrap-around type marks equal to E-Z code
wire markers shall be used.
E. Care shall be taken when pulling in wire that no damage will occur
to the conductor or the insulation. Only UL approved lubricants
may be used as cable lubricant. The use of any type of grease for
secondary conductors shall be prohibited. Adequate slack shall be
left in conductors at each panel board, junction box, pull box, outlet
box and equipment enclosure.
F. Splices in underground wire or wire exposed to moisture shall be
waterproofed according to manufacturer's recommendations.
14. GROUNDING
Electrical equipment enclosures and system neutral shall be grounded
in accordance with Article E -250, Title 24 of the California Administrative
Code, Grounding of the Electrical Safety Orders of the State Division of
Industrial Safety. Grounding conductors shall be insulated copper and where
required run in rigid conduit. Both ground conductor and conduit contain-
ing ground wire shall be bonded at gl'ounding points. Electrical system
shall be grounded both to water pipe system and to ground rods driven
at selected locations.
15. RELAYS, CONTACTOR AND TIME SWITCHES
A. All relays and contactors shall be magnetically or mechanically
held type as indicated on the drawings. Each device shall be rated
to control its respective load according to tIE National Electrical
Manufacturer's Association (NEMA) Standards, and shall be en-
closed in a NEMA specified enclosure or other enclosure designed
to incorporate the device.
B. Relays and contactors manufactured by Square D Company, Westing-
house CorpDration" General Electric and Automatic Switch Company
will be acceptable.
Division 8
ELECTH.ICAL
Page 7 of 8
C. Each time switch shall be driven by a low speed hysteresis syn-
chronolls motor. There shall be an automatic carry -over feature
driven by a mainspring for periods up to 10 hours in case of power
failure and a "skip -a -day" device for omitting operation of the
contacts.
D. Time switches for control of lights, except floodlights, shall have
estronomical dials for adjusting time according to sunset. Other
time switches shall have non-varying dial faces.
E. . Each switch shall be encased in its own enclosure. The enclosure
shall be raintight and gasket-sealed against dust and shall have a
sealable hasp.
16. MARKING
All panel boards, switchboards, relays, controls, disconnect switches,
motor starters, by-pass switches, and all devices shall be labeled with
nameplates. Nameplates shall be laminated bakelite of phenolic black
front and back with white core with lettering etched through the outer
cover. Letters shall be 3/16 inch high. Nameplates shall be securely
fastened with cadmium-plated screws.
17. FLOODLIGHT POLES
A. Poles shall be galvanized steel continuously tapered, designed to
withstand 100 miles per hour wind with maximum four deflection.
18. FLOODLIGHT FIXTURES
A. Fixtures shall be sealed, weather resistant type having alzak
reflector and as shown on the drawings.
B. Fixtures shall be aimed under the supervision of a representative
of the fixture company. Final aiming shall be done after sunset
and shall meet the approval of the Engineer.
FORM APPROVED
BUDGET BUREAU NO. 63,R1138
HUD-4238.CD.i
( 2-67)
U. S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
Bidder
CERTI FICA TION BY PROPOSED Sl8BltdJtATrJ.Ji:tdJrJ. REGARDING
EQUAL EMPLOYMENT OPPORTUNITY
Calif. OSD 475
NAME OF
PROJECT NO.
Granite
INSTRUCTIONS
This certification is required pursuant to Executive Order 11246 (30 F .R, 12319-25). The implementing rules and
regu I ati on s provi de that any bi dder or prospecti ve contractor, or any of thei r proposed subcontractors, sha II st.ate as
an initial part of the bid or negotiations of the contract whether it has participated in any previous contract or sub-
contract subject to the equal opportunity clausei and, if so, whether it has fi led all compliance reports due under
appl icable instructions.
Where the certi fication i nd i cates that the su bcontractor has not fi I ed a com pI i ance report due under appl i cabl e i n-
structions, such subcontractor shall be required to submit a compliance report before the owner approves the sub-
contract or permits work to begin under the subcontract.
fl1~7r~nr'!s Name:
~ ~'ff:. t 9~' ft Ic E R T I F I CAT ION
GRANITE CONSTRUCTION COMPANY
Address:
Post Office Box 900
Watsonville. California 95076
1, Bidder has participated in a previous contract or subcontract subject to the Equal Opportunity Clause.
Yes Q9 No D
2. Compliance reports were required to be filed in connection with such contract or subcontract,
Yes @ No D
3. Bidder has filed all compliance reports due under applicable instructions, including SF-l00.
Yes ~ No D None Required D
4. If answer to item 3 is "No," please explain in detail on reverse side of this certification.
Certification _ The information above is true and complete to the best of my knowledge and belief.
G. C. Dore Vice President
NAME AND TITLE OF SIGNER (Please Type)
E CONSTRUCTION COMPANY
C/~
July 12. 1973
DATE
G. C. Dorey, Vice resident
GP 0 9 28.8 , 2
Divisiun 8
ELECTRICAL
Page 8 of 8
C. After aiming has been completed, the Contractor shall conduct
illumination level tests in accordance with the Illumination Engin-
eering Society Procedures and shall submit a report to the Engineer
for his approval.
D. As -built aiming diagrams shall be submitted to the Engineer.
Diagrams shall be in accordance with Illuminating Engineering
Society recommendations or procedures.
E. The system will not be accepted until approval of the report is given
by the Engineer and the aiming diagram is presented.
.
/';(-!
.,
September S, 1973
Granite Construction Company
Post Office Box 900
Wa tsonv 111 e. Ca II forn I a 95076
Attention: Mrs. Mona Skoeko
Dear Mrs. Skoeko:
Enclosed please find a fully executed copy of the contract for
Las Anl..s Park Road, Job #1-66 and copies of the approved bonds
for said project.
Very truly yours,
(Mrs.) Susanne E. Steinmetz
City Clerk
Enclosures
(55)
cc: Director of Public Works-City Engineer
EXECUTIVE OFFICE
585 W. BEACH STREET
POST [JrFlCE BOX 900
AREA CODE 408 724-1011
GRANITE CONSTRUCTION COMPANY
ENGINEERING CONTRACTORS
STATE OF CALIFORNIA CONTRACTOR'S LICENSE NO. 89
WATSONVILLE, CALIFORNIA 95076
September 4, 1973
CIl'Y OF GILROY
P.O. Box 66
Gilroy, California 95020
Subject: Las Animas Park Road
Our Job #1-66
Gentlemen:
Enclosed please find three (3) signed copies of Proposal and Contract in
connection with the above project.
Also enclosed are the required Performance and Pa yment bonds.
Please return to this office a fully executed copy of the Contract.
Very truly yours,
GRANITE CONSTRUCTION COMPANY
UJ(M1~ ~
(Mrs.) Nona Skocko
encs:
cc: Mr. Mike McElroy
Watsonvil1e Department Manager
,/ "
PROPOSAL
TO
CITY OF GILROY
To The Honorable
City Counc i I
City of Gilroy
Gentlemen:
The undersigned as bidder declares that he has carefully examined
the location of the proposed work, the annexed proposal form of contract,
and the plans and specifications therein referred to, and he proposes and
agrees if this proposal is accepted, that he will contract with the City
of Gilroy in the form of the copy of the contract annexed hereto to pro-
vide all the materials except those specifically mentioned to be furnished
by the City necessary machinery, tools, apparatus, and other means of
construction and do all the work specified in the contract in the manner
and time herein set forth required for the improvement of Princevalle
Street by grading, adding base rock, and paving as more particularly shown
on the plans and as described in the specifications entitled "Las Animas
Pa rk Road Imp rovement P roj ect- 1973"'1",
Construction shall be in strict conformity with the plans and speci-
fications prepared by the City Engineer, City of Gilroy, Gilroy, California,
and dated August 1973,copies of which are on fil~ In the office of the
City Clerk, Gilroy, California, and which plans and specifications are
I
hereby made a part thereof.
The bidder proposes and agrees to contract with the City of Gilroy
to perform all of the work, including subsidary obligations as defined
in said specifications for the following prices to wit:
SCHEDULE OF PROPOSAL
LAS ANIMAS PARK ROAD IMPROVEMENT PROJECT,
PROJ ECT 1973-1
Item Approx. Item With Unit Price Unit Total
Quantity Wr i tten in Words Pri ce
I 700 Tons Asphalt Concrete Per Ton
$11.00 . 7,700.0
2 2,000 Tons Class II Base Rock Per Ton
.
$ 4.00 ~ 8,000.0
3 Lump Sum Grading L. S.
3,720.00 3,720.0
4 1 ,700 LF Curb & Gutter Per Ft.
$ 3.00 5,100.0
5 Lump Sum Misc. Work L. S.
SS00.00 ) 500.(:"
6 178 LF 1 1/211 Condu it Per Ft.
$4.00 712.0
o
o
o
o
n
o
TOTAL AMOUNT OF BID
$25.732.00
. AMOUNT I N WORDS
BY:
QllANI:I:gUCJ'TON (,~M~!l~
:. C~Dorev, ice preSide~ .
SCHEDULE TO ACCOMPANY BID OF
TITLE:
.. 1 ..
The undersigned hereby certified that this bid is genuine, and
not sham or collusive, or ~ade in the interest or in behalf of any
person not herein named, and that the undersigned has not directly
or indirectly induced or solicited any other bidder to put in a sham
bid, or any other person, firm or corporation to refrain from blddln9,
and that the undersigned has not In any manner sought by collusion to
secure for himself an advantage over any other bidder.
The City reserves the right ot reject any and all bids and to
waive any informality or irregularity in bids received.
The City may award the project as a whole or may award to different
Contractors separate schedules or units of the project when such separate
schedules or units are provided for.
It is agreed that this bid may not be withdrawn for a period of
forty-five (45) days from the opening thereof.
The terms and conditions of the final contract when executed shall
control and supersede anything herein to the contrary or inconsistent
with such contract.
The names of all persons interested in the foregoing proposal as
principals are as follows:
NOTE: If bidder or other interested person is a corporation, state
legal name of corporation, also names of the president, secretary, trea-
surer, and manager thereof; if a co-partnership, state true names of firm,
also names of all individual co-partners composing the firm; if bidder or
other interested pe,rson Is an individual, state first and last name in
full. GRANITE CONSTRUCTION COMPANY
H. B. :SCOTT. PRESIDENT & MANAGER
LEO R. WESTWATER, SECRETARY W. A. WILKIN-SON, VICE PReSIDENT & TREA'"SURER
Licensed In accordance with an act providing for the regulations
of contractors, License No. 89
c:,; G~TTO~ mMPANV :
G - C - norSY9na~~~~ ~Fe;iig;en:
NOTE: If bidder is a corporation, the legal name of the corpora-
tion shall be set forth together with the signature of the officer or
officers authorized to sign contracts on behalf of the corporation; If
bidder is a co-partnership, the true name of the firm shall be set forth.
above, together with the signature of the partner or partners authorized
to sign contracts on behalf of the co.partnership, and if bidder is an
individual, his signature shall be placed above.
-2-
Business address: Post Office Box 900, Watsonville, CA 95076
Place of residence: Post Office Box 900. Watsonville. CA 95076
Dated:
Au~ust 27
, 19
73
The estimate of construction quantities hereinbefore set forth is
approximate only, being given as a basis for the comparison of bids and
the City does not expressly or by implication agree that the actual
amount of work will correspond therewith, but reserves the right to in-
crease the amount of any class .or portion of the work or to omit portions
of the work as may be deemed necessary or expedient by the Engineer.
All bids will be compared on the basis of the Engineer's estimate
of the quantities of the work to be done.
The undersigned has checked carefully all of the above figures and
understands that the City shall not be responsible for any errors or
omissions on the part of the undersigned in making up this bid.
In case of a discrepancy between words and figures, the words shall
prevai 1.
If this proposal shall be accepted and the undersigned shall fail
to contract as aforesaid and to furnish bonds as provided in said speci-
fications with sureties satisfactory to the City within fifteen (15)
calendar days after the bidder has received notice from said City that
the contract Is ready for signature,.the City may, at its option, determine
that the bidder has abandoned the contract, and the forfeiture of such
security accompanying this proposal shall operate and the same shall be the
property of the City.
Enclosed find cash, certified check, cashier's check or bidder's
bond, whieh is not less than ten percent (10%) of this bid, payable to
the City of Gilroy and which is given as a guarantee that the undersigned
will enter into the contract if awarded the work.
DES I GNAT I ON OF SUBCONTRACTORS: In compliance wi th the prov is ions
of Sections 4100-4107 of the Government Code of the State of California,
and any amendments thereof, each bidder shall set forth below the name
and location of the mill, shop or office of each Subcontractor who will
perfqrm work or labor or render service to the Contractor in or about
the construction of the work or improvement to be performed under these
speCifications and the portion of the work which will be done by each
Subcontractor. '
If the Contractor fails to specify a Subcontractor for any portion
of the work to be performed under the Contract, he shall be deemed to
-3-
have agreed to perform such portion himself, and he shall'not be per-
mitted to subcontract that portion of the work except under the
conditions hereinafter set forth.
Subletting or subcontracting of any portion of the work as to which
no subcontractor was designated in the original bid shall be permitted
in cases of public emergency or necessity, but only after a finding,
reduced to writing, as a public record of the Legislative Body of the City.
NAME AND PLACE OF BUSINESS OF SUBCONTRACTOR
PORT I ON OF ~JORK
TO BE DONE
1.
2.
3.
4.
5.
6.
7.
8.
9.
-4-
C ON T R ACT
LAS ANIMAS PARK ROAD
Project No. 1973-1
THIS AGREEMENT, made and entered into this
27th
day of
A llellHt
Construction Company
, 1973, by and between
Granite
, hereinafter called "Contractor", and
the CITY OF GILROY, a municipal corporation, hereinafter called "City";
WIT N E SSE T H
WHEREAS, the City Council of .said City has awarded a contract to
Contractor for performing the work hereinafter mentioned in accordance with
the sealed proposal of said Contractor.
NOW, THEREFORE, IT IS AGREED AS FOLLOWS:
1.e Scope of Work: The Contractor shall perform all the work and
furnish all the labor, materials, equipment and all utility and transportation
services required to complete all of the work of construction and installation
of the improvements more particularly described in the plans for the Las
Animas Park Road .Improvement Project 1973-1 as approved by the City Council
of the City of Gilroy on August 20, 1973, the items and quantities of which
are more particularly set forth in the contractor's bid therefore on file
in the office of the City Clerk, except work done or to be done by others.
2. Time of Performance: The Contractor shall begin work within ten
(10) days after official notice by the City Engineer to proceed with the work
and shall diligently prosecute the same to completion before the expiration
of thirty (30) days from the date of issuance of said notice.
3. Payments: Payments will be made by City to Contractor for said
work performed at the times and in the manAer provided in the specification~
and at the unit prices stated in Contractor's bid.
4. Component Parts: This contract shall consist of the following
documents, each of which is on file in the office of the City Clerk and
all of which are incorporated herein and made a part hereof by reference
thereto:
a) This Agreement
b) Notice Inviting Sealed Proposals
c) Instruction and Information to Bidders
d) Accepted Proposal
e) Faithful Performance Bond
f) Labor and Hateria 1 Bond
g) Special ProvJsions
h) Standard Specifications
i) Design Standards
j) Plans, Profiles and Detailed Drawings
5. Wage Scale: Reference is hereby made to the rate of prevailing
wage scale established by the City Council, a copy of which is attached
hereto and set forth in the specifications, the provisions of which are
hereby specified as the rate of prevailing wage to be paid workmen on this
project, and the provisions of Article 2, Chapter 1, Part 7, Division 2
(commencing with Secion 1770) of the Labor Code shall be complied with.
6. Hours of Labor: The Contractor shall forfeit, as penalty to City,
Twenty-Five Dollars ($25.00) for each workman employed in the
execution of the contract by him or by any subcontractor, for each calendar
day during which any workman is required or permitted to labor more than
: eight (8) hours in anyone calendar day and forty (40) hours in anyone
1
calendar week, in violation of the provisions of Article 3, Chapter 1,
Part 7, Division 2 (commencing with Section 1810) of the Labor Code of the
State of California.
, .
7. Apprentices: In accordance with the provisions of Section 1777.5
of the labor Code, and in accordance with the regulations of the California
Apprenticeship Council, properly indentured, apprentices may be employed
c;.-
in the ptosecution of the work.
Information relative to number of apprentices, indentifications,
wages, hours of employment and standards of working conditions shali be
obtained from the Director of the Department of Industrial Helations, who
is the Administrative Officer of the California Apprenticeship Council.
8. labor Discrimination: Attention is directed to Section 1735 of
the labor Code, which reads as follows:
"No discrimination sha II be made in the employment of persons
upon public works because of the race, color or religion of
such persons and every contractor for public works violating
this section is subject to all the penalties Imposed for a
vio.1ation of this chapter.1I
9. Workmen's Compensation Insurance: In accordance with the provis-
ions of Article 5, Chapter 1. Part 7, Division 2 (commencing with Section
(186b) and Chapter 4, Part I, Division 4 (commencing ~th Section 3700)
of the labor Code of the State of California, the Contractor is required
to secure the payment of compensation to his employees and shall for that
purpose obtain and keep in effect adequate Workmen's Compensation Insurance.
The undersigned Contractor is aware of the provisions of Section
3700 of the Labor Code which require every employer to be insured against
liability for workmen's compensation or to undertake self-insurance in
accordance with the provisions of that Code, and will comply with such
provisions before commencing the performance of the work of this contract.
-3-
. ..
10. Liability: Neither the City Council, City Attorney, City
Engineer, nor any other officer or authorized assistant or agent shall
be personally responsible for any liability arising under the contract.
IN WITNESS WHEREOF~ City has caused these presents to be executed
by its officers, thereunto duly authorized, and the Contractor has
subscribed same, allan the day and year first above written.
Granite Construction Company
BY )7. ~
. " ONTRACTOR"
G. C. Dorey. Vice President
C ITY OF G f LROY
BYZ~~
Mayor
ATTEST:
/f
~
/ . fhnU/
f~
City Clerk
"C ITY" (S EAL)
'..
-4-
~"-
Bond N o._u~_Q_~_Q~A_~~_~_?Uh______
FEDERAL INSURANCE COMPANY ( )
PACIFIC INDEMNITY COMPANY (X)
PERFORMANCE BOND
CALIFORNIA PUBLIC WORK
KNOW ALL MEN BY THESE PRESENTS,
That we, __ __ ___G MNJ_';I;'_~_,_GONf:?_';I;'_ ~JIG_';I;':J: ON_ __GO~g~X,_ __~" __9~;h~ f.g_~_~_:!:_~_ __ <::9.:;:p'q_~_~_~~9.~_ __ ____ _____
________. -___ _________ ___ __ _______~.9_$ t_ __Off ~_g_~__ _;s.9~___~_Q_ Q_'_nW_Cl_t_f:; .9DY,i,1._~ ~_L __ __G!.\__ __9. ?_9_ ?~______ ____ __00__ __00_ as Principal,
and__________________________PACIFIC.__INDEMNITY.___C'OMPANy__________________________________._._____________.___________._____ a Corporation
organized and existing under the laws of the State of ____n___u_m_Cali_f.o_r.nia___nhn___n.___ and authorized to
transact surety business in the State of California, as Surety, are held and firmly bound untonn___h___n_h_____
_________m_______mCITYn'OF____GILROy_____h______n__nm_n____u__n___ __n_hnhnhnnnm_____hhnhn. (hereinafter called the Obligee),
in the sum of.___ _'rw~pty~_FiY~___ 'J:'h9'l;1,?_~~_g._,__ __~~Y.~D_ __ ~1:1:D.~:):;'_~_c1___'l'h~J;t_y__:_:_~.9___ 9:~~_nN<?I~_Q9__ __00_
- m_h__ m__ ___ --00-- ___ 00 00 00- 00 h 00 __ 00--- _mmm_ 0. __ __ -0. 0._.00_ __ -00__0000__00 ____ nO. ___00 ____ ___ __.00 -00 00 h_ h__U__ __ __ _0.00____ h _00 Dollars ($25 -,-7-3-2-..0.0 _m__) ,
for the payment whereof well and truly to be made and we each of us bind ourselves, our heirs, executors,
administrators, successors and assigns, jointly and severally, firmly by these presents.
THE CONDITION of the above obligation is such that, Whereas, the above named bounden principal
entered into a contract dated_Au_gust_n27_.,__n____u______19_13____nun___ with the said Obligee to do and perform
the following work, to-wit: .
- _Las____Animas___ park_ __Ro_ad__ _Impr.Q.Y~m~n.tn _P+.9j_~9_1;:h __-:___~ J;9j~9.t:u_J_~,~L~ ___:':"u__J.m_u__u__uun__uu______
a copy of which contract is or may be attached hereto, and is hereby referred to and made a part hereof.
NOW, THEREFORE, if the above bounden principal shall well and truly perform the work COll-
tracted to be performed under said contract, then this obligation to be null and void; otherwise to remain
in full force and effect. No right of action shall accrue under this bond to or for the use of any person
other than the said Obligee.
SIGNED AND SEALED this_n____u__m__hnnn2.7_th___nn______nn_m____u_h__nnday of A:ug:uP_t____h...__...19__7.:J__h.
GRANLTE.__.CDNS.T_RUCT_IQN___CQMPAN.Y.______._.__________.
. 'n eA-
~y..-/--(-----u-------------~------------------------...____.____..__0..___.
G. C. Dorey, Vice ,resident Principal
l?ACJ:FJ:C INDEMNITY COMPANY
" ' I /
By__~tCU,j:L~72_?k___2---~4~----.--
Winona J. Skocko, Attorney-in-fact
Cl114
STATE OF CALIFORNIA, }
Santa Cruz ss.
County of ....................................................m....
On this.m.......f.7..tb...........day of.m.....b...~g~~..~............... 19.7..?., before me, ................t!:.~.~!..~~_mY..~.....9.~J~.~....................m........._
a Notary Public in and for said County and State, residing therein duly commissioned and sworn, personally appeared........m....m....
.m............,....................m.m..W!NO.NA....J...m..S.KQ.GKQ.......'.m.m......... mmh............m.mmh.....mm.................m..mmmm...h.....m.m..m..m....m....',,"m.
known to me to be the duly authorized Attorney-in-Fact of PACIFIC INDEMNITY COM-
PANY, and the same person whose name is subscribed to the within instrument and he (she)
acknowledged to me that he (she) subscribed his (her) own name as the Attorney-in-Fact for and
on behalf of PACIFIC INDEMNITY COMPANY.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the
day and year in this Certificate first above writt en.
.11111111111111111111...1..11111............"............
= OFFICIAL SEAL !
5 ALFRED V. OTJEN ~
E l' NOTARY PUBLIC. CALIFORNIA ~
~ " Pnncip9.1 Office I~ SANTA CRUZ C,)U,1ty ;
:: My CQmmissicn Expires August 3, 1977 ::
i I' ~ l J ~ l.IIJI ~ IlIilll IU I~I~ Illl..11 i H Ii II Ii llall ~ ..IIU liii
...t~/:g4-m_m_.~..
m...........mm..........;p.... County, State of CalIforma
Form GI000 Rev. F (568)
City Attomey
Bond N oo-~_QJ~Q_::_~H;J_:::_~_~'h___m___
FEDERAL INSURANCE COMPANY ( )
PACIFIC INDEMNITY COMPANY (x)
PAYMENT BOND
CALIFORNIA PUBLIC WORK
KNOW ALL MEN BY THESE PRESENTS,
That we, __________G.RANITE___CONS_TRUCTION.__COMPANY_,----A---Cali-fornia--_Corporation---------
as Principal, and _____PACIFIC___INDEMNITY___COMPANY__________________________________________________________________a Corporation
organized and existing under the laws of the State oL_______________________Cali.fornia______________________________________uu__,
and authorized to transact surety business in the State of California, as Surety, are held and firmly bound
unto ._____._____________________<::_J;_';t;'x___.or---G.J-:J;.-ROX-------_____________ ____. ___________________________ ____ _____________________ ______ ___________________ ________________________
_____________ _______________________'],J_~_Q___.Ro_l?_apn~___s._tx_~_~t_,----G;i:):_~_OY_-,----c.b.---~-?-Q-~-Q------------------________________h_______________, as
Obligee, in the aggregate total of ----Twenty~Five.__Thousand.,---S.even---HundJ:'-ed--Thirty-~-Tw-O-
__~m~t__N9jJ-Q-Q--------------------------------- -- ______________________ _________________ -- --------___ _____________ ___________ ______ Dollars ($--25"T7-32-.-0-0----),
for the payment whereof well and truly to be made, we hereby bind ourselves, our heirs, executors, admini-
strators, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has by written agreement dated ______A}:lg~~_~___?.?.-'--___~~]~______________________________
entered into a Contract with_____________CI':CY_ --OF---GILROy----------------------------------------------------------________ ____________________________
for_____L_as___Mim~s____P.ark____RQad___I.mp-r,ove.me.nt--_1'_r_oje.9.t___::"____l'XQje.9.t___lfJ_7_J.____:::___.l_____________________
NOW, THEREFORE, if the Principal or his subcontractors, shall fail to pay any person named in
Section 3181 of the Civil Code of the State of California, or amounts due under the Unemployment Insur-
ance Code with respect to work or labor performed by any person named in Section 3181 of the Civil Code
of the State of California, or any amounts required to be deducted, withheld, and paid over to the Fran-
chise Tax Board from the wages of employees of the Contractor and his subcontractors pursuant to Sec-
tion 18806 of the Revenue and Taxation Code, with respect to such work and labor, the Surety will pay for
the same in an aggregate amount not exceeding the sum specified in this bond, and also, in case suit is
brought upon this bond, a reasonable attorney's fee, to be fixed by the Court in accordance with Section
3250 of the Civil Code of the State of California.
This bond shall inure to the benefit of any person named in Section 3181 of the Civil Code of the State
of California so as to give a right of action to such person or his assigns in any suit brought upon this
bond.
SIGNED AND SEALED this ______________________~Z:l;g_.________________________________day of ________~~g-~_~_t______________________________
19___13____0'
_.G.RANIT_E___CONSTRUCTI.ON___CQMP.ANY.________________. .
.BY.'.~_.mE~b 'muuuuuuuum.u..uuu
G. C. Dore;;:-;i~~--fresidentPrincipal
PACIFIC INDEMNITY COMPANY
\
"'" n
! ..,. /l . If'
By:~_(~_-J:_k.(?J:r._~_.__/:_____.y~f2dJ.oo.-.--
Winona J. Skocko, Attorney-in-fact
C11IS
I
STATE OF CALIFORNIA, }
Santa Cruz ss.
County of ......................--..--................--....--....---
On this___....~.z.~h.._____...___day of......A:t:!g~.~.~.._____....___.... 19.Z.}, before me, ___..._____..._____....___AlfJ:~.~:t__y.~.___Q.!j.~n..__..................
a Notary Public in and for said County and State, residing therein duly commissioned and sworn, personally appeared____________....___...
..__...__...___.................__..W.INQ.NA-.__.J.~__....:?.KQ.GJ~.Q..___..------......---..-------....-----.--------..---.---..----------------..------------.---------------.------------------....--...---....------............
known to me to be the duly authorized Attorney-in-Fact of PACIFIC INDEMNITY COM-
PANY, and the same person whose name is subscribed to the within instrument and he (she)
acknowledged to me that he (she) subscribed his (her) own name as the Attorney-in-Fact for and
on behalf of PACIFIC INDEMNITY COMPANY.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the
day and year in this Certificate first above written.
.IUIlIIlIlIII'IIIIII..II'IIIt..."...."...lnraun'~ 'I~
: OFFICIAL SEAL ::
E ~:!!*< ALFHED V. OTJEN 5
5 ~~..'~~t~t~ NOTARY PUBLIC. CALlFORNI.!\ g
;: "~~.1';;..p7. ?iircipal OfiiCf: 10 SP.Nl.A. CRUZ County:
::: .,~"'- My CommiSSion Expires August 3,1977 =
ii I nUUliIU~IU 11111111111 i ni 11111 IIIIIIIIIIIUIIIIIII.
Form GI000 Rev, F (568)
./7 .. /7 .
~:;~;;::~;;;::f~i;~i~;!'~:::;;:~;:;::;~:;;f~;:;:
r ,1.--.
,,/
;/
,c-;';;';'- -~-
l,(~-
1A>I
ilkCr
....~..ENT 0"
Q" n~~ ~~ +0"
{ * 1110111 * }
+~ II +~
0)3~3a .....
~1r. Fred Wood
City Administrator
City of Gilroy
City Hall
Gilroy, California
DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
SAN FRANCISCO AREA OFFICE
ONE EMBARCADERO CENTER, SUITE 1600
SAN FRANCISCO, CALIFORNIA 94111
/...r (." ( /,-,
~r;. ). CV '~-dA~~' ...'-'/
i ,~_ '.,.,,~_ L t~ ,~i f;
! ! 'J '':'"..' '1( . ...-1
\" .(,'" ,.. ,. ~ 1
.l.//'''~i\tt< .
t
REGION IX
450 Golden Gate Avenue
P.O. Box 36003
San Francisco, California 94102
/ AUG 1 i) 1973
IN REPLY REFER TO:
9.1P~1-C
Dear Mr. Wood:
Subject: Cal if. OSD-4.75
Northside Park
This will confirm the results of a telephone conversation between
Mr. William Ayer, of your staff, and Mr. John Epler, Community
Development Representative, of my staff.
We pose no objections to the final award of contract in the amount
of $56,868 to Granite Construction Company for development work on
the NorthsidePark project.
d:::~o rT
r/[a;es P. Jaqu~
Program Manager
Area C
Resident Engineer:
Contract Ci ty of Gilroy
Co Rte PM Northside Park Tennis
Complex
Date AUlZust 17. 1973
Our Job Number. 1- 56
FRINGE BENEFIT STATEMENT
Address:
Dea. Sir. \
~\ order that the proper Fringe Benefit rates c3J1 be used for checking payrolls or applied to
force account w~rk which may be done under Contract No. , there is tabulated
hereui;1der the rates for fringe benefits, subsistence and/or travel allowance payment (as required by collective
bargaining a~leeml\nts) made for employees on the various classes of work.
Subsidence or
C/o.sl'icot~on Trovel Allowonce
i
I
Operating Engineers Eff.l/l/73
I
Teamsters Eff.1/1/73
I
Voc
-0- 0.75
-0- 0.75
-0- 0.80
-0- 0.60
-0- 0.85
Fringe Senelits
Total
Oth.r
Fringe
Carpenters
1. 43
1. 31
2.10
2.04
1.565
Cement Masons
Eff.6/1/73
Eff.6/16/72
Eff.6/1/73
,
Laborers
/
Supplemental certificates will be furnished during the progress of the .work should a change in
rate of any of the classifications be made.
Very tmly yours,
GRANITE cONSTRUCTIONCO~.lPANT
..
Contractor or Subcontractor
BY..~&y~~
..
~
TENNIS COMPLEX
NORTHSIDE PARK
CITY OF GILROY
CALIFORNIA
H.U.D. PROJECT NO. CAL OSD 475
Taj~, .'Y' 'l,'~ #;;'t~;, ,'1 'H IJ:........ (', f~'Jf;:'(~f7-:/I/* <~
em,J",,;t17J L."".:".! \)v';"'t
CONTRACTOR BASE BID ALTERNATE #1
It! 3 06,
-
/S,)06D
II 9:2 7,
35 00.
\ \ 11 ~
REMARKS:
~ I / 1- , I,
/-:: 'j
'/~
BID OPENING
JULY 12, 1973
\QN-,I"'.""" ?hM:t"~1' TtM."''\'~.'''" ~:f\7;N-
.'f',c.n:e.".t, '.
.
ALTERNATE #2 ALTERNATE #3 TOTAL
3 (.,it/C:>. II tat). ~I St)O
<I) 8'00. /O;C)OO. ~2 700
3 gol. g9 ),J: 50 8b8'
I
r \73, I S-J.- 6""0. 8' 6(/1.
J
ROYSTON HANAMOTO BECK & ABEY
LANDSCAPE ARCHITECTS
50 Green Street
,
San Francisco, CA
94111
July 12, 1973
City of Gilroy
P. O. Box 66
Gilroy, CA 95020
SUBJECT:
Northside Park
Tennis Court Complex
Attention: William E. Ayer
Gentlemen:
Reference is made to the results of the bid opening of July 12, 1973:
1. The base bid includes the construction of three tennis courts,
related grading and paving, walkways and electrical conduits
under the tennis court area.
2. Additive Alternate #1 is the complete installation of handball
courts including concrete and asphalt paving.
3. Additive Alternate #2 is for tennis practice court paving and
striping.
4. Additive Alternate #3 is for the installation of the entire
electrical work including the service to the courts and
1 ighting of all three courts.
Granite Construction Company has submitted a total bid of $56,868.00
which includes the base bid and the three additive alternates.
I real ize that this is an extremely good bid figure and strongly recommend
that you consider the "completel' improvements of the tennis court complex
and award the contract to Granite Construction Company.
Sincerely,
/~
Kazuo Abey
ASLA
~"
// /"
I~
1'4
c: crh/cJl ,
-
..
[, ?, ~7
/n",..T 0""
Ii II '!
..* *'
.. :
.... 0
"1>)."... ~#
DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
SAN FRANCISCO AREA OFFICE
ONE EMBARCADERO CENTER, SUITE 1600
SAN FRANCISCO, CALIFORNIA 94111
.
(\f!
IN REPLY REFER TO:
REGION IX
450 Golden Gate Avenue
P.O. Box 36003
San F.anei.co. California 94102
Office of Area Director
SEP 21 1973
9.lG
City of Gilroy
7390 Rosanna Street
Gilroy, california 95020
Attention: Mr. Fred O. Wood
City Administrator
Gentlemen:
Sub ject :
Project No.
Contract No.
OS-CA-09-39-l133
OS-CA-09-39-ll33 (G)
We are pleased to enclose one fully executed counterpart of the above
identified contract.
Thank you for your cooperation.
erely,
/.j.~
J mes H. Price
rea Director
Enclosure
1ir
APRIL 1973
5th ANNIVERSARY U.S. FAIR HOUSING LAW
SUPPORT IT - WORK FOR IT
^
.
, \.
NOTICE INVITING SEALED PROPOSALS OR 81 DS
NORTHSIDE PARK TENNIS COMPLEX
PROJECT NO. 1973-1
Pursuant to the Gilroy City Code and the action directing this notice
on June 18, 1973, by the City Council of the City of Gilroy, said Council
invites sealed proposals or bids for the construction of the Northside Park
Tennis Complex as more particularly described in the plans and specifications
approved by said Council on June 18, 1973.
All of said work is to be done at the places and in the particular
locations, of the forms, sizes and dimensions and of the materials, and to
the lines and grades and at the elevations as shown and delineated upon the
plans, profiles and specifications made therefor and preliminarily approved
by said Council on June 18, 1973.
Payments will be made in cash by said City to the contractor in ac-
cordance with the provisions of the specifications and on itemized estimates
duly certified and approved by the Parks and Recreation Director submitted
in accordance therewith, based on labor and materials incorporated into said
work during the preceding month by the contractor.
All proposals or bids shall be accomp.anied by cash, cashier's or certi-
fied check payable to the order of the City Clerk, amounting to ten percent
(10%) of the bid, or by a bond in said amount and payable to said Clerk signed
by the bidder and a corporated surety, or by the bidder and two sureties who
shall justify before any officer competent to administer an oath, in double
said amount and over and above all statutory exemptions. The amount so
posted shall be forfeited to said City in case the bidder depositing the same
does not, within 15 days after written notice that the contract has been
awarded to him, enter into a contract with the City.
Contractor shall furnish to City a faithful performance bond and
c/'
labor and material bond as is required in said specifications.
Said sealed proposals shall be delivered to the City Clerk of said
City on or before 3:00 o.clock P.M. of the 12th day of July, 1973, City Hall,
- 1 -
.
*
,
7390 Rosanna Street, Gilroy, California, said time being at least ten days
from the time of publication of this notice. Bids will be publicly opened,
examined and declared on said day and hour, and will be referred to and
considered by the Council at its meeting at 8:00 o'clock P.M. on July 16,
1973.
A copy of the plans and specifications may be obtained from the
office of Parks and Recreation, 253 West Seventh Street, Gilroy, California,
upon deposit therefor of $5000 which will be non-refundable.
BY ORDER OF THE CITY COUNCI L OF THE CITY OF GI LROY 0 / .,-----,
,~), . )_ )1 I. ' /.,
" ! ,/. , . f . ') (I -' . ... .
._./ />1..,11. /,J-(~ I'" /..--'",,-,(,.71-/1,,- .)
Is/ SUSANNE E. STEINMETZ J.....
City Clerk of the City of Gilroy
Dated: June 20, 1973
Publ ish: June 22, 1973
(Also sent copy to Daily Construction Service, P. O. Box 3019, S.F. 94119 and
Builders Exchange of Santa Clara County, 460 Park Ave.,S.J. 95110)
- 2 -
''',
l., ,.- 1
" .'
COttTRACT
LAS ANH1AS PARK MULTI-PURPOSE SLAB
PROJECT 1976-1
THIS AGREEMENT, made and entered Into this 19th day of
January
. 1 97!:-, by and between
Granite
Construction Company
. hereinafter called "Contractor;
and the CITY OF GILROY, hereinafter ca11ed "Cltyll;
\-11 TNESSETH:
\^mEREAS, the City Council of said City has awarded a contract
to Contractor for performIng the work hereinafter mentioned in
accordance with the sealed proposal of saId Contractor.
NOH, THEREFORE, IT IS AGREED AS FOLLOHS:
I. Scope of \Iork: The Contractor shall perform all the
work, and furnish all the labor, materials, equipment and all
utility and transportation services required to complete all of the
work of construction and installation of the improvements. The Items
and quantities of which are more particularly set forth In the con-
tractor's bid therefor on file in the office of the City Clerk,
except work done or to be done by others.
2. Time of Performance: The Contractor shall begin work
within ten (10) days after official notice by the Parks and Recreation
Director to proceed with the work and shall dIligently prosecute the
same to completion before the expiration of thirty (30) working days.
.... ,/
~
. ,
3. Payments: Payments will be made by City to Contractor for said
work performed at the tImes and in the manner provided In the speclf'-
cations and at the unIt prices stated In Contractor's bId.
4. Component Parts: This contract shat 1 consist of the following
documents. each of which Is on fIle In the office of the City Clerk
and all of which are Incorporated herein and made a part thereof by
reference thereto:
a) This Agreement
b) Notice Inviting Sealed Proposals
c) Instruction and Information to Bidders
d) Accepted Proposal
e) Faithful Performance Bond
f) Labor and Material Bond
g) Special Provisions
h) Standard Specifications
I) Design Standards
j) Plans. Profiles and Detailed Drawings
5. Wage Scale: Reference Is hereby made to the rate of prevailing
wage sea 1 e es tab l1shed by the CI ty Coun<: II. a copy of wh I ch Is on file In
the office of the City Clerk of the City of GIlroy and Is set forth In the
specifications. the provisions of which are hereby specified as the
rate of prevailing wage to be paid workmen on this project, and the
provisions of Article 2, Chapter 1, Part 7. DivisIon 2 (commencIng wIth
Section 1770) of the Labor Code shall be complied with.
6. Hours of Labor: The Contractor shall forfeit. as penalty
to City. Twenty-five Dollars ($25.00) for each workman employed In the
executIon of the contract by him or by any subcontractor, for each
ca,lendar day during which any workman Is requl red or permitted to labor
more than eight (8) hours In anyone calendar day and forty (40) hours
In anyone calendar week, In vIolation of the provision of Article 3,
Chapter 1. Part 7. DIvision 7 (commencing with Section 1810) of the Labor
Code of the State of California.
j.. ,Ill.
... .
7. A~prentlces: In accordance with the provisions of Section
1777.5 of the Labor Code, and in accordance with the regulations of the
California Apprenticeship Council, properly indentured, apprentices may
be employed In the prosecution of the work.
Information relative to number of apprentices, identifications,
wages, hours of employment and standards of working conditions shall be
obtained from the Director of the Department of Industrial Relations,
who is the Administrative Officer of the California Apprenticeship
Council.
8. Labor Discrimination: Attention is directed to Section 1735
of the Labor Code, which reads as follows:
"No discrimination shall be made in the employment
of persons upon public works because of the race
color or religion of such persons and every contractor
for public works violating this section is subject to
all the penalties Imposed for a violation of this
chapter ."
9. Workmen's Compensation Insurance: In accordance with the
provisions of Article 5, Chapter I, Part 7, Division 2 (commencing
with Section 1860) and Chapter 4, Part 1, Division 4 (commencing with
Section 3700) of the Labor Code of the State of California, the
Contractor Is required to secure the payment of compensation to his
employees and shall for that purpose obtain and keep in effect adequate
Workmen's Compensation Insurance.
-28-
..,
... ,.',
IN WITNESS WHEREOF. City has caused these presents to be
executed by its officers, thereunto duly authorized, and the
Contractor has subscribed same, all on the day and year first above
written.
By
.By
H.
Pro tempore
ATTEST:
/<1 . f c'/ r--,:J=,
,/JfUO{t1'J'h</ V /-' ~-
/' City Clerk .
/ I
"C \TV"
(SEAL)
I S~,t/
Contractor's Bond For Labor and Material r
~asto"rm.
KNOW ALL MEN BY THESE PRESENTS: '"', /(; 'I ,', .
That GRANITE CONSTRUCTION COMPANY, a corporation, as principal, l CTt_~~~ I
ann H R SCOTT an
as sureties, are jointly and severally bound unto
CITY OF GILROY
California, in the penal sum of Pi VP. 'rnolls::mn, Ei ght: Hundred Forty-Five &. 1)0/100
nollars ($ I) ,R41) I) 0 ),
to be paid to the sain CITY OF GIRLOY for which
payment, well and truly to be made, we bind ourselves, our heirs, executors, administrators and assigns, jointly and
severally, firmly by these presents.
The conditions of the above obligations are such that if the said principal, as contractor, or its assigns, or
sub-contractors, shall fail to pay for any materials, provisions, provender or other supplies, or teams, used in, upon,
for or about the performance of the work contracted to be done, or for any work or labor done thereon, of any kind,
or for amounts due under the Unemployment Insurance Act with respect to such work or labor, the said sureties
will pay the same in an amount not to exceed the sum specified in the bond, and also, in case suit is brought upon
such bond, a reasonable attorney's fee, to be fixed by the Court and taxed as costs, in a certain contract about to
be made between said principal, as contractor, and said owner, consisting of
Las Animas Park Multi-Purpose Slab
Project 1976-1
SEALED with our seals and dated this 19th
day of
January
,19~,
and executed~~ in the County of Santa Cruz
GRANITE CONSTRUCTION COMPANY
By i ,,~~
H. B. Scott, President
J +-t-~
H. B. Scott,
\ "
"~:J,, n - \1~'- ~ ~ D ....
W. A. Wi ~nson,
Contractor
Surety
STATE OF CALIFORNIA
COUNTY OF SANTA CRUZ
H. B. SCOTT
}
88.
.4..... to..-----'
Surety
AND
whose names are subscribed as sureties to the above bond, being severally duly sworn, each for himself, deposes
and says:
That he is worth double the sum mentioned therein, to-wit: is worth the sum of Eleven Thousand.
\-7. A. WILKINSON
Six Hundred Ninety-One & No/100 nollars ($11.691.00
in fixed property and real estate, situate in the State of California, over and above his just debts and liabilities,
exclusive of property exempt from execution and over and above all sums for which he is already liable or in any
manner bound, whether as principal, endorser or surety, and whether such prior obligation or liability be conditional
or absolute, liquidated, certain or contingent, due or to become due.
Subscribed and sworn to before me this 19 t h
/H~
~ ~ H. B. S"tt\". \~ ' Surety
";..... '- cl ~ \... \... 3. ~l"'\'" .--'
W. A. Wilkinson Surety
day of
January
, 19-26-.
ll;i
'. \.......... _____0"
_-LL ,'- " '< .
Notary Public in and for the County of Santa Cruz,
State of California.
!"~ilIl!"'..n'llllUlil!~I~nUO~H(U-"f.~ ;"~"nrUtUdt..
= ~_ OFF!CIAL SSAL =
:: e'j:~, FERN STROH ~
: l:r;~;,~t.)~~~~ "r , ~
::: ;j~ <';f}1 NO. ~,RY PUBLIC Ct'.L !FORNI.o, ::
a ~!kj,. Princ!paIOffic() in Si\Ni.t\ CRUZ County ~
: My Commission Expires April 22, 1979 ::
.1...I..nllllllliu.QalJUn..nuiulI.uUIIIIUI..lllii
My commission expires Apr i 1 2 2, 197 9
Approved this
day of
,19_.
PLM
45"7
Attest:
1;~ as toVOrrn:
Contractor's Bond For Faithful Performance c;.~^'~
KNOW ALL MEN BY THESE PRESENTS:
That GRANITE CONSTRUCTION COMPANY, a corporation, as principal,
ann
H R SCOTT
ann
W A. \-JILKINSON
as sureties, are jointly and severally bound unto CITY OF GILROY
State of California, in the penal sum of Eleven Thousand I Six Hundred Ninety-One and
Noll 00 -
Dollars ($ll t 691. 00
),
to be paid to the sain Ci ry of Gi 1 ray for which
payment, well and truly to be made, we bind ourselves, our heirs, executors, administrators and assigns, jointly and
severally, firmly by these presents.
The condition of this obligation is such that if the above bounden Principal, or its assigns or subcontractors,
shall well and truly keep and faithfully perform the covenants, conditions and agreements, in a certain contract
about to be made between it, an
on its part to be kept and performed in the manner and orm therein specUied, and shall furnish materials in com-
pliance with the specifications, and perform the work for Ci ty "f (':i J roy
County of Santa Clara
, State of California, consisting of
Las Animas Park Multi-Purpose Slab
Project 1976-1
Then the above obligation to become void, otherwise to remain in full force and effect.
SEALED with our seals and dated this 19 t h
day of
Jan11ary
, 19-26-,
and executed <X:lJlbtx~ in the County of San t :;1 Cr1) z
GRANITE a;'NS~CC:MPANY
By I~
H. B. Scott, President Contractoc
I~'~
H. B. Scott,
~\, ~_, \->j,-- ~ \'k.,'-" ~ -
W. A. Wilkinson, S~ty
S~ty
STATE OF CALIFORNIA
COUNTY OF SANTA CRUZ
}
88.
H B SCOTT AND W A WILKTNSON '
whose names are subscribed as s~ties to the above bond, being severally duly sworn, each for himself, deposes
and says:
That he is worth double the sum mentioned therein, to-wit: is worth the sum of Twenty-Three
Thousand, Three Hundred Eighty-Two & No/lOa Dollars ($23. 382.00 )
in fixed property and real estate, situate in the State of California, over and above his just debts and liabilities,
exclusive of property exempt from execution and over and above all sums for which he is already liable or in any
manner bound, whether as principal, endorser or surety, and whether such prior obligation or liability be conditional
or absolute, liquidated, certain or contingent, due or to become due.
I +-Z..~ (~
day of
January
H. B. Scott,
l".~ ~
~~ . ~ . --'.0'--- S;.} ~)~ l II t\
19tn W. A. Wilkinson,
,l9~.
S~ty
Subscribed and sworn to before me this
Surety
;. ;2t/
i //., /
'-.--_.. ' ....
- /~ L L. ~ "- L'f~L.
Notary Public in and for the County of Santa Cruz,
State of California.
!' n IU an! ~n I na; u. ~~:,! f, ~! i u~:.n l! I ~5C lun nlln~: II
5 <0 OFFICIAL SEAL :
:: /~ FERN STROH =
tc !; ~:Sk:!~~7:"~ ~
~ ' ,', NOT.lI.RY PUBLIC - Ci~l. !FORN!,. 1:
5 'f;I PrinciQal Ofiice in SANTA CRUZ County ~
; My Commission Expires April 22. 1979 r~
11I1 anti i ~I! 3MU En: ~~.t, ~~!: ~ ~~~ I! ~ nu! I, I! n, USI ~ I II!! IE
My commission expires Ap r i 1 22. 197 9
Approved this
day of
, 19_
PFP
Attest:
45118
2
"-
..
.
CITY OF GilROY
lAS Af'HMAS PARK nUL TI-PURPOSE SlAR
PROJECT 1976..)
!lIDS DUE:
JANUARY 5. 197(;
9:00 A.f1.
GilROY CJTY HALL
6TH & ROSAmlA ~T.. GILROY
"
NOTICE INVITING SEALED PROPOSALS OR BIDS
LAS ANIMAS PARK HULTI-PURPOSE SLAB
PROJECT 1976-1
All of said work is to be done at the places and in the partI-
cular locations, of the forms, sizes and dimensIons and of t~e
materials, and to the lines and grades and at the elevations as
shown and delineated upon the plans, profiles and specifications
made therefor.
Payments will be made in cash by said City to the contractor
in accordance with the provisions of the specifications and on
itemized estimates duly certified and approved by the Parks and
~ccreation Director submitted in accordance therewith, based on
labor and materials incorporated Into said work during the preceding
month by the Contractor.
tJotlce is hereby given that on Hay 19, 1975, the City
CouncIl adopted a resolution determining the general prevailing
rate of per diem wages to be paid to the various craftsmen and
laborers required to construct said improvements. Said resolution
is hereby made a part of the specifications for saId work, to which
reference is hereby made for further particulars.
-1-
All proposals or bids shall be accompanied by cash, cashier's
or certified check payable to the order of the City Clerk, amounting
to ten percent (10%) of the bid, or by a bond in a said amount and
payable to said Clerk signed by the bidder and a corporated surety,
or by the bidder and two sureties who shall justify before any officer
competent to administer an oath, in double said amount and over and
above all statutory exemptions. The amount so posted shall be for-
feited to said City in case the bidder depositing the same does not,
within 15 days after written notice that the contract has been awarded
to him, enter into a contract with the City.
Contractor shall furnish to City a faithful performance bond
and labor and material bond as is required in said specifications.
Said sealed proposals shall he delivered to the City Clerk of
said City on or before 9:00 o'clock A.t1. of the 5th day of January
1976, City Hall, Gilroy, California, said time being at least ten days
from the time of publication of this notice. Bids will be publicly
opened, examined and declared on said day and hour, and will be referred
to and considered by the Council at its meeting at 8:00 o'clock P.M. on
January 5, 1976.
A copy of the plans and specifications may be obtained from the
office of the Parks and Recrea~ion Department, 253 West 7th Street,
(mailing address:
P.O. Box 66, Gilroy, California 95020).
-
Dated:
City Clerk of the City of Gilroy
-2-
SECTION I PROPOSAL RE~UIREMENTS
(a) GENERAL INFORMATION
(a The City Council of the City of Gilroy, California, will
receive at Its office, 7390 Rosanna Street in City until
9:00 o'clock A.M. on January 5, 1976 at whIch time they will be
publicly opened and read. SEALED PROPOSALS FOR PERFORMIt1G HORK
AS FOLlm-lS:
The constructIon of a Multi-Purpose Slab at las Animas
Park. The work to include installation. of the multi-purpose slab
tas shol;./n on the plans.
Said Bids wIll be referred and considered by the City Council
at the meeting at 8:00 o'clock p.m. on the 5th day of Janunry 1976.
(b) PROPOSAL FORMS
All proposals must be made upon the schedule of proposal
contaIned within the specifications. All proposals must give
the prices proposed in both writing and figures, and must be signed
by the bidder. with his address. .f the proposal Is made by an
Individual. his name and post office address must be shown. If
made by a firm or partnership, the name and post office address of
each member of the firm or partnership must be shown. If made by
a corporation. the proposal must show the name of the state under
which laws of the corporation was chartered and the names, titles
and business addresses of the president, secretary and treasurer.
(c) BIDDER'S GUARANTY AND RETURN OF GUARANTY
All bids must be presented under sealed cover and shall be
accompanied by cash, cashier's check, certified check. or bidder's
bond, made payable to City of Gilroy. for an amount equal to at
least ten per cent (10%) of the amount of said bid and no bid shall
be considered unless such cash, cashier's check, certified check
or bidder's bond is enclosed therewith. Said check shall be forfeited
or said bond shall become payable to City of Gilroy in case the
bidder depositing same does not withIn fifteen (15) days after
wrItten notice that the contract has been awarded enter into a
contract with the City.
Upon request of the bidder, the City of Gilroy will return the
proposal guarantees accompanyIng such of the proposals which are not
to be considered in makIng the award. All other proposal guarantees
will be held until the contract has been finally executed, after which
they wIll be returned to the respective bidders whose proposals
they accompany upon request.
-3-
(d) CONTRACT BONDS
The Contractor shall furnIsh two good and suffIcient bonds. men
One of the saId bonds shall be In amount equal to one hundred per cent
(100) of the total contract prIce to guarantee the faIthful performance
of the said contract by the contractor; and the other of the saId
bonds shall be In the amount of fIfty per cent (50%) of the total
contract prIce in accordance with the provIsions of SectIon 4200 to
4210, InclusIve, (Chapter 3, DivIsIon 5) of the Government Code
of the State of California and any acts amendatory thereof.
The faithful perfonnance bond hereInabove provided for shall by
the te~ remaIn In full force and effect for a period of one (1) year
after the completion and acceptance of said work to guarantee the repaIr
and replacement of defectIve materIal and faulty workmanshIp.
In lieu of saId faithful performance bond for maintenance, the
fOntractor may furnish a maIntenance bond In the amount of 10% of the
total contract price to cover the one year (1) maintenance period.
Whenever any surety or sureties on any such bonds, or on any bonds
required by law for the protectIon of the claIms of laborers and materIal
men, become InsuffIcIent, or the City of GIlroy has cause to believe
that such surety or suretIes have become Insufficient, a demand In
wrItIng may be made of the Contractor for such further bond or bonds
or addItIonal surety, not exceeding that originally requIred, as Is con-
sIdered necessary, consIderIng the extent of the work remaInIng to be
done. Thereafter no payment shall be made upon such contract or any
assIgnee of the Contractor untIl such further bond or bonds or addItIonal
surety has been furnished.
(e) REJECTION OF PROPOSALS CONTAINING ALTERATION
ERASURES OR IRREGULARITIES
Proposals may be rejected If they show any alterations of form
additIons not called for, conditIonal or alternative bIds, Incomplete
bIds, erasures, or Irregularities of any kind.
The right Is reserved to reject any and all proposals and to waive
any InformalIties or IrregularIties In the proposal.
(f) AWARD OF CONTRACT
The award of the contract, If it is awarded, will be made within
thirty (30) days after the openIng of the proposals.
PrIor to award of contract, the successful Contractor wIll
be required to submit such information as Is necessary to comply
with the City's AffIrmatIve ActIon Plan, a copy of which Is attached
to these specifIcations.
(g) EXECUTION OF CONTRACT
The contract shall be signed by the successful bIdder and returned,
together with the contract bonds, within ten (10) days after the bidder
has receIved notice that the contract has been awarded. No proposal
shall be considered binding upon the CIty until the execution of the
contract.
FaIlure to execute a contract and file acceptance bonds as provIded
hereIn within fifteen (15) days after the bidder has received notice that
the contract has been awarded, shall be just cause for the annulment of
the award and the forfeiture of the proposal guaranty.
-4-
(h) EXAMINATION OF PLANS, SPECIFICATIONS, SPECIAL
PROVISIONS, AND SITE OF WORK
The bidder Is required to examine carefully the site of and
the proposal, plans, specifications, and contract forms for, the work
contemplated, and It will be assumed that the bidder has Investigated
and Is satisfied as to the conditions to be encountered, as to the
character, quality, and quantities of work to be performed and materials
to be furnished, and as to the requIrements of the specificatIons and
the special provIsions, and the contract. It Is mutually agreed that
submission of a proposal shall be considered prIma facie evidence that
the bidder has made such examInation.
(I) MATERIAL AND EQUIPMENT GUARANTY
Before any contract Is awarded, the bidder may be required to
furnish a complete statement of the origin, composItion and manufacture
of any or all materials to be used and equipment to be Installed In the
construction of the work, together with samples, which samples may be
subject to the tests provided In the specifications to determine their
quality and fitness for the work.
(j) WORKMEN'S COMPENSATION INSURANCE
Before the contract Is entered Into, the bidder to whom It is
awarded shall furnish the City satisfactory proof that he has taken out,
for the period covered by the proposed contract, full compensation
Insurance with the Insurance carrier satisfactory to the City, for all
persons whom he may employ directly or through subcontractors In carry.
Ing out the work contemplated under this contract, In accordance with
the Act of the Legislature of the State of CalIfornia known as the
'~orkmenls Compensation Insurance and Safety Act," approved Hay 26, 1913,
be maintained In full force and effect during the perIod covered by the
contract.
If the Contractor falls to maintaIn such Insurance, the City may
take out the compensation insurance to cover any compensation which the
City might be liable to pay under the provisIons of said Act, as amended,
by reason of an employee of the Contractor being Injured or killed, while
engaged In the executIon of the work covered by the contract, and deduct
and retain the amount of the premiums for such Insurance from any sums
due the Contractor under the contract.
If an Injury occurs to any employee of the Contractor for which
the employee, or his dependents In the event of his death, it is entitled
to compensation for the City under the provisIons of said Act, as amended,
or for which compensation Is claimed from the City, the City may
retain out of the sums due the Contractor under this contract, an
amount sufficient to cover such compensation, as fixed by said Act as
amended. Until such compensation Is paid or until it Is determined that
no compensation Is due, and if the City Is compelled to pay such compensa-
tion, It will deduct and retain from such sums the amount so paid.
-5-
(k) PUBLIC LIABILITY INSURANCE AND PROPERTY DAMAGE INSURANCE
Before the contract Is entered Into, the bIdder to whom It
Is awarded shall furnIsh to the CIty satisfactory proof that he has
taken out for the perIod covered by the proposed contract, pub I Ic
liabIlIty Insurance and property damage Insurance wIth an Insurance
carrIer satIsfactory to the CIty under forms satisfactory to the City,
to protect the Contractor and the CIty agaInst any loss from lIabIlity
Imposed by law for damages, (1) on account of bodily InJuries, IncludIng
death resulting therefrom, accIdentally suffered by any person or persons
not employed by the Contractor, that may be caused dIrectly or Indirectly
by the performance :>f the contract. and (2) on account of Injury to or
.destructlon of property, Including the resultant loss of use thereof,
resulting from any act of commission or omIssion by the Contractor, or
otherwise resultIng directly or IndIrectly from the Contractor's opera-
tions In the performance of the contract.
SaId public liability Insurance and property damage Insurance
shall be maintained by the Contractor tn full force and effect during
the entire period of performance of the contract. Said public liabIlIty
Insurance shall be In the amounts of not less than $100,000.00 for one
person Injured In one accIdent, and not less than $300,000.00 for more
than one person Injured In one accident, and saId property damage Insurance
shall be In the amount of not less than $IOO,noo.oo for anyone accident.
If the Contractor falls to maintaIn such Insurance, the City may
take out such Insurance to cover any damages for the above mentIoned
classes for whIch the CIty might be held liable on account of the Con-
tractor's failure to pay such damages, and deduct and retaIn the amount
of the premiums for such Insurance from any sums due the Contractor under
the contract. At least 5 days notice shall be given the City before can-
celling any Insurance.
Nothing hereIn shall be construed as limiting In any way the
extent to which the Contractor may be held responsible for payments of
damages resulting from hIs operatIon.
The Contractor shall also fIle with the City Clerk a certificate
evidencing that the CIty and Its officers, agents and employees are
Included as assured In relatIon to saId project.
SECTION 2 SCOPE OF WORK
(a) WORK TO BE DONE
The work to be done consists of furnishing all labor, materials,
methods and processes, Implements, tools, and machinery, except as
otherwise specIfIed, which are necessary and required to construct and
put In complete order for use the portion of the Improvement designated
In the contract, and to leave the grounds In a neat condition.
(b) ALTERATIONS
By mutual consent In wrltln9 of the parties signatory to the
contract, alterations or deviations, increases or decreases, additions
or omissions, In the plans and specifications, may be made and the same
shall in no way affect or make void the contract.
-6-
The CIty of Gilroy reserves the right to Increase or decrease
the quantity of any Item or portIon of the work. or to omit portions
of the work as may be deemed necessary or expedient by the Parks and
Re creat Ion D I rector.
(c) EXTRA \>lORK
New and unforeseen work will be classed as extra work when such
work cannot be covered by any of the various Items or combInatIons of
items for which there Is a bId prIce.
The Contractor shall do no extra work except upon wrItten order
from the Parks and Recreation DIrector. For such extra work the
Contractor shall receive payment as prevIously agreed upon In writing. or
he shall be paid on force account.
(d) REMOVAL OF OBSTRUCTIONS
the Contractor shall remove and dispose of all structures,
debris, or other obstructions or any character to the construction
of the Improvement, If and as required by the Parks and RecreatIon
Director.
The Contractor's attentIon Is also dIrected to the special
provisions for further specIfIcs.
(e) FINAL CLEANING UP
Upon completion and before making applIcation for acceptance of
the work, the Contractor shall clean the street or road, borrow pits
and all ground occupied by him In connection with the work, of all
rubbish, excess materials, temporary structures, and the equipment; and
all parts of the work shall be left in a neat and presentable conditIon.
SECTION 3 CONTROL OF THE WORK
(a) AUTHORITY OF THE PARKS AND RECREATION DIRECTOR
The Parks and Recreation Director shall decide any and all questIons
which may arise as to the qualIty or acceptabilIty of materIals furnished
and work perfonmed, and as to the manner of performance and rate of
progress of the work, all questions which arise as to the interpretation
of the plans and specifications; all questions as to the acceptable
fulfillment of the contract on the part of the Contractor, and all
questions as to claims and compensation.
The Parks and Recreation Director's decisions shall be final and he
shall have executive authority to enforce and make effective such
decisions and orders as the Contractor falls to carry out promptly.
(b) PLAr~S
All authorized alterations affecting the requirements and information
given on the approved plans shall be In writing. No changes shall be made
of any plan or drawing after the same has been approved by the Parks and
Recreation Director, except by direction of the Parks and Recreation
D I rec to r .
WorkIng drawings of plans for any structure not Included In the
plans furnIshed by the Parks and Recreation Director shall be approved
by the Parks and Recreation Director before any work InvolvIng these
plans shall be performed, unless approval be waived in wrIting by the
Parks and Recreation Director.
It Is mutually agreed, however, that approval by the Parks and
Recreation Director of the Contractor's working plans does not relieve
the Contractor of any responsIbility for accuracy of dImensIons and
details, and that the Contractor shall be responsible for agreement and
confonnlty of his workIng plans wIth the approved plans and specifIcations.
(c) CONFORMITY ""TH PLANS AND ALLOWABLE DEVIATION
FInished surfaces In all cases shall confonn with the lines,
grades, cross-sections, and dImensions shown on the approved plans.
Deviation from the approved plans, as may be requl red by the
urgencies of construction, will be detennlned In all cases by the
Parks and Recreation DIrector and authorized in writIng.
(d) COORDINATION OF PLANS, SPECIFICATIONSf AND SPECIAL PROVISIONS
These specIfications, the plans, special provisions, and all
supplementary documents are essential parts of the contract, and
a requIrement occurring In one Is as bindIng as though occurring
In all. They are Intended to be cooperative, to describe, and to
provide for a complete work. Plans shall govern over specifications;
special provisions shall govern over both specifications and plans.
(e) INTERPRETATION OF PLANS AND SPECIFICATIONS
Should It appear that the work to be done, or any matter relative
thereto, Is not suffIcIently detailed or explained In these specifIcations,
plans, and the special provision, the Contractor shall apply to the Parks
and Recreation Director for such further explanations as may be necessary,
and shall conform to such explanation or Interpretation as part of the
Contract, so far as may be consistent with the Intent of the original
specifications. In the event of doubt or question relative to the true
meaning of the specIfications, reference shall be made to the City Council,
whose decisIon thereon shall be final.
In the event of any dIscrepancy between any drawing and the
figures written thereon, the figures shall be taken as correct.
(f) SUPERINTENDENCE
\~enever the Contractor Is not present on any part of the work
where It may be desired to give directions, orders will be given by the
Parks and Recreation Director in writing, and shall be received and obeyed
by the superintendent or foreman In charge of the particular work In
reference to which orders are given.
(g) LINES AND GRADES
All distances and measurements are given and will be made in a
horizontal plane. Grades are given from the tip of stakes or nails,
unless otherwise noted on the plans.
Three consecutive poInts shown on the same rate of slope must be used
In common, In order to detect any variation from a straight grade, and In
case any such dIscrepancy exists, It must be reported to the Parks and
Recreation DIrector. If such a discrepancy Is not reported to the Parks
and Recreation Director, the Contractor shall be responsible for any
error In the finished work.
The Contractor shall give at least 24 hours' notIce In writing when
he will require the services of the Parks and Recreation Director for
laying out any portion of the work. The Contractor shall furnish the
Parks and Recreation Director such facilities and the labor necessary
for marking and maintaining points and lInes as he may require. labor
furnished by the Contractor for such purposes will be paId for as Extra
Work.
-8-
The Contractor shall preserve all stakes and points set for lines,
grades, or measurements of the work in their places until authorized to
remove them by the Parks and Recreation Director. All expenses Incurred
In replacing stakes that have been removed without property authorIty
shall be paid by the Contractor.
(h) INSPECT f Ot~
The Parks and Recreation DIrector shall at all tImes have access to
the work during constructIon, and shall be furnished wIth every reasonable
facility for ascertaIning full knowledge respecting the progress, workman-
ship, and character of material used and employed In the work.
Whenever the Contractor varies the period during which work Is carried
on each day, he shall give due notice to the Parks and Recreation Director,
so that proper inspection may be provided. Any work done In the absence of
the Parks and Recreation Director will be subject to reJection. Defective
work shall be made good, and unsuitable materials may be rejected, not-
withstanding the fact that such defective work and unsuitable materIals
have been previously overlooked by the Parks and Recreation Director and
accepted or estimated for payment.
Projects financed In whole or in part with State funds shall be
subject to Inspection at all times by the Director of Public Works, or
his agents.
(I) REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK
All work whIch Is defective In Its construction or deficIent
In any of the requlements of these specIfications shall be remedied, or
removed and replaced by the Contractor In an acceptable manner, and no
compensation will be allowed for such correction.
Any work done beyond the lines and grades shown on the plans or
establIshed by the Parks and Recreation DIrector made under the provisions
of thIs article, the Parks and Recreation Director shall have authority
to cause defective work to be removed, and to deduct the costs thereof
from any moneys due or to become due the Contractor.
(j) FINAL INSrECTION
Whenever the work provided and contemplated by the contract shall
have been satisfactorily completed and fInal cleaning up perfonmed,
the Parks and Recreation Director will make the final InspectIon.
SECTION 4 CONTROL OF MATERIALS
(a) SAMPLES AND TESTS
At the option of the Parks and Recreation DIrector, the source of
supply of each of the materials shall be approved by the Parks and
Recreation Director before delivery Is started and before such material Is
used In the work. Representative prelIminary samples of the character and
quality prescrIbed shall be submitted by the Contractor or producer of all
materials to be used In the work, for testIng or examination as desired by
the Parks and Recreation Director.
All tests of materials furnished by the Contractor shall be made In
accordance with commonly recognized standards of national organizatIons,
and such special methods and tests as are prescribed In these specification
-9-
The Contractor shall furnIsh such samples of materials as are
requIred by the Parks and RecreatIon DIrector, without c'nrge. :;0 nat(:rial
shall be used untIl It has been approved by the Parks and RecreatIon
DIrector. Samples will be secured and tested whenever necessary to
determIne the quality of material.
(b) DEFECTIVE MATERIALS
All materIals not conformIng to the requirements of these specific.
tlons shall be consIdered as defective, and all such materIals, whether In
place or not, shall be rejected and shall be removed Immediately from the
site of the work unless otherwIse permitted by the Parks and Recreation
Director. t~ rejected materials, the defects of whIch have been subsequent 1
corrected, shall be used until approved in writIng by the Parks and
Recreation Director.
Upon faIlure on the part of the Contractor to comply with any order of
the Parks and Recreation Director shall have authority to remove and replac(
defective materIal and to deduct the cost of removal and replacement from
any moneys due or to become due the Contractor.
SECTiON 5 LEGAL RELATIONS AND
RESPONSIBILITIES TO THE PUBLIC
(a) lAWS TO BE OBSERVED
The Contractor shall keep himself fully Informed of all existing and
future State and National laws and all municipal ordinances and regulations
of the City which In any manner affect those engaged or employed In the
work, or the materials used In the work, or whIch in any way affect the
conduct of the work, and of all such orders and decrees of bodIes or
tribunals having any jurisdiction or authority over the same.
(b) HOURS OF lABOR
The Contractor shall forfeit, as penalty to the City of Gilroy
Twenty-five Dollars ($25) for each laborer, workman, or mechanic employed
In execution of the contract by him or by any subcontractor under him upon
any of the work hereinbefore mentioned, for each calendar day during which
said laborer, workman, or mechanic Is required or permitted to labor more
than eight (8) hours In anyone calendar day and forty (40) hours In any
one calendar week In violation of the provIsions of the labor Code, and
In partIcular, Section 1810 to 1816 thereof, InclusIve.
(c) PREVAILING WAGE
The Contractor shall forfeit as penalty to the City of Gilroy Ten
Dollars ($10) for each laborer, workman or mechanic employed, for each
calendar day or portion thereof, such laborer, workman, hereinafter
stipulated for any work done under the attached contract, by him or by
any subcontractor under him, In violatIon of the provisions of the labor
Code, and In particular, Sections 1770 to 1781 thereof, Inclusive.
-10-
,
The City Council has ascertained the general prevailing rate
of wages applicable to the work to be the same as those approve by
the Santa Clara and San Benito Counties Building and Construction
Trades Council, 370 Umbarger Road, San Jose, California. A copy of
said wage scale is on file in the Office of the City Clerk, City of
Gilroy, 7390 Rosanna Street, Gilroy, California. Said wage scale
was adopted by the City Council on May 19, 1975 by Resolution 75-22.
(d) LABOR PROVISIONS
Attention is directed to the provisions in Sections 1777.5
(Chapter 1411, Statutes of 1968) and 1777.6 of the Labor Code
concerning the employment of apprentices by the Contractor or any
sub-contractor under him.
Section 1777.5, as amended, requires the Contractor or sub-
contractor employing tradesmen in any apprenticeable occupation to
apply to the joint apprenticeship committee nearest the site of the
public works project and which administers the apprenticeship
program in that trade for a certificate of approval. The certificate
will also fix the ratio of apprentices to journeymen that will be used
in the performance of the contract. The ratio of apprentices to
journeymen in such cases shall not be less than one to five except:
A. When unemployment in the area of coverage by the joint
apprenticeship committee has exceeded an average of 15
percent in the 90 days prior to the request for certificate,
or
B. When the number of apprentices in training in the area exceeds
a ratio of one to five, or
C. When the trade can show that it is replacing at least 1/30
of its membership through apprenticeship training on an
annual basis statewide or locally, or
D. When the contractor provides evidence that he employs re-
gistered apprentices on all of his contracts on an annual
average of not less than one apprentice to eight journeymen.
The Contractor is required to make contributions to funds
established for the administration of apprenticeship programs if he
employs registered apprentices or journeymen in any apprenticeable
trade on such contracts and if other contractors on the public works
site are making such contributions.
The Contractor and any sub-contractor under him shall comply
with the requirements of Sections 1777.5 and 1777.6 in the employment
of apprentices.
Information relative to apprenticeship standards, wage schedules
and other requirements may be obt~tned 'from the Director of Industrial.
Relations, ex officio the Administrator of Apprenticeship, San Francisco,
California, or from the Division of Apprenticeship Standards and its
branch offices.
-11-
(e) REGISTRATION OF CONTRACTOIS
Before subinUtlngbhtS.COfttractors shall be Hcensed In accordance
with the provisions of Chapter 9 of DivisIon 111 of the Business and
Profess fons Code.
(f) PERMITS AND liCENSES
11IeJ Contractor shall procure a11 permits and Beenses, pay all
charges and fees, and give 4111 notIces necessary and 'neldenta) to the
due and lawful prosecution of the work.
(g) PATENTS
The Contractor shall a5S\lRe alt responslbll hies arising from the
use of patented materials, equipment, devices, or processes used on
01" J nc:orporated I n the work.
(h) PUBLIC CONVENIENCE AND SAFETY
The Contractor shall so conduct his operations as to cause the
least possIble obstruction and Ineonvenlence to the general publIc
and to traffic:.
ConvenIent access to drIveways, and buIldings atong the street
shall be maIntained and temporary crossings shall be provided and
malntatned In good condition. Not more than one cross or Intersecting
street or road sha It be closed at anyone t tme wi thout the approva I
of the Parks and Recreation Director.
The Contractor shalt furnIsh, erect, and maintaIn such fences,
barriers, lights, and sIgns as are necessary to give adequate warnIng
to the public at all times that the road or street Is under construction
and of any dangerous c.ondltions to be encountered as a result thereof.
The Contractor shalt limit his hours of construction to the time
period from 7:30 a.m. to 6:00 p.m. Construction earlier or later than
this period shan have to be approved by the Parks and Recreation Director.
(I) RESPONSIBILITY FOR DAMAGE
The City of GIlroy, Its officers, agents and employees, the City
Attorney, or the Parks and Recreation Director shall not be answerable or
accountable In any manner for any 105s or damage that may happen to the
work or any part thereof; or for any materIal or equipment used In per-
formIng the work: or for Injury or damage to any person or persons, either
workmen or the publIc: for damage to adjoIning property from any cause
whatsoever during the progress of the work or at any time before final
acceptance.
The Contractor shall Indemnify and save hannless the City of Gilroy,
Its officers, agents and employees, the City Attorney, and the Parks and
Recreation Director from any suits, claIms, or actIons brought by any
person or persons for or on account of any InjurIes or damages sustained
or arising In the construction of the work or In consequence thereof. The
CIty of GIlroy may retaIn 50 much of the money due the Contractor as shall
be considered necessary, until d'sposltlon has been made of such suItes
or claims for damages as aforesaId.
-12-
(j) CONTRACTOR'S RESPONSIBILITY FOR WORK
Except as provIded above, until the formal acceptance of the work
the Contractor sha I I have the charge and care thereof and sha 11 bear
the risk of Injury or damage to any part thereof by the action of the
elements or from any other cause, whether arisIng from the execution or
from the non-execution of the work. The Contractor shall rebuild,
repair, restore, and make good all Injuries or damages to any portion
of the work occasioned by any of the above causes before final acceptance
and shall bear the expense thereof, except such Injuries or damages
occasIoned by acts of the federal government or the publIc enemy.
(k) NO PERSONAL liABILITY
NeIther the CIty of GIlroy, Its agents, officers and employees,
City Attorney, the Parks and RecreatIon Director, nor any other officer
or authorized assistant or agent shall be personalty responsible
for any lIabilIty arIsIng under the contract.
(I) RESPONSIBILITY
The CIty of GIlroy shall not be held responsIble for the care
or protection of any materIal or parts of the work prIor to fInal
acceptance, except as expressly provided In these specIfIcations.
SECTION 6 PROSECUTION AND PROGRESS
(a) SUBLETTING AND ASSIGNMENT
The Contractor shall give hIs personal attention to the fulfillment
of the contract and shall keep the work under his control.
Sub-contractors wi 11 not be reeognlzed as such, and al1 persons
engaged In the work of constructIon will be considered as employees
of the Contractor and theIr work shall be subject to the provisions
of the contract and specIficatIons.
Where a portIon of the work sublet by the Contractor Is not
being prosecuted In a manner satIsfactory to the Parks and RecreatIon
DIrector, the sub-contractor shall be removed ImmedIately on the requisitIon
of the Parks and Recreation Director.
The contract may be assIgned only upon written consent of the Parks
and Rec rea t Ion D I rector.
(b) PROGRESS OF THE WORK AND TIME FOR COMPLETION
The Contractor shall begIn work wIthIn ten (10) days after
reeelvlng notice that the contractor Is acceptable and shall dIlIgently
prosecute the same to completIon before the expiration of thIrty (30)
workIng days from the date of conmencement of work.
(c) CHARACTER OF WORKHEN
If any sub-contractor or person employed by the Contractor shall
fail or refuse to carry out the dIrections of the Parks and Recreation
Director or shall appear to the Parks and Recreation Director to be
Incompetent or to act In a dIsorderly or Improper manner, he shall be
dIscharged Immediately on the requisition of the Parks and RecreatIon
Director, and such person shall not agaIn be employed on the work.
-1)-
(d) TEMPORARY SUSPENS ION OF WORK
~e Parks and RecreatIon Director shall have the authority to
suspend the work wholly or In part, for such period as he may deem
necessary, due to unsuitable weather, or to such other condItions as
are consIdered unfavorable for the suitable prosecutIon of the work, or
for such tIme as he may deem necessary, due to the failure on the part of
the Contractor to carry out orders given, or to perform any provisions of
the work. The Contractor shall Inmedlately obey such order of the Parks
and Recreat Ion D I rector and sha 11 not resume the work unt I 1 ordered In
writing by the Parks and Recreation DIrector.
(e) TIME OF COMPLETION AND LIQUIDATED DAMAGES
I t Is agreed by the parties to the contract that In case al1 the
work called for under the contract Is not completed before or upon the
expIration of the time limIt as set forth In these specIfIcatIons, damage
will be sustained by the City, and that It Is and wIll be Impracticable
to determIne the actual damage whIch the City will sustaIn In the event
of and by reason of such delay, and It 15 therefore agreed that the
Contractor will pay to the City, the sum of Fifty Dollars ($50) per day
for each and every day's delay beyond the time prescrIbed to complete the
work; and the Contractor agrees to pay such liquIdated damages as hereIn
provided, and In case the same are not paid, agrees that the City Council
may deduct the amount thereof from any money due or that may become due
the Contractor under the contract.
It Is further agreed that In case the work called for under the
contract Is not finished and completed In all parts and requirements
within the time specified, the City of Gilroy shall have the right to
extend the time for completion or not, as may seem best to serve the
Interest of the City of GI1~y; and If It decides to extend the tIme
limit for the completion of the contract, It shall further have the right
to charge to the Contractor, his heirs, assigns or sureties, and to deduct
from the final payment for the work, all or any part, as It may deem
proper, of the actual cost of engineering, inspection, superIntendence,
and other overhead expenses whIch are dIrectly chargeable to the contract,
and whIch accrue during the period of such extension, except that the
cost of final surveys and preparation of final estimate shall not be
Included In such charges.
The Contractor shall not be assessed with liquIdated damages nor
the cost of engineerIng and Inspection durIng any delay In the completion
of the work caused by acts of God or of the public enemy, acts of the
City, fire, floods, epidemics, quarantIne restrIctIons, strIkes, freight
embargoes, and unusually severe weather or delays of sub-contractors due
to such causes; provided, that the Contractor shall wIthin ten (10) days
from the beginning of any such delay notify the Parks and Recreation
Director In wrItIng of the causes of delay, who shall ascertain the facts
and the extent of delay, and his findings of the facts thereon shall be
final and conclusive.
(f) SUSPENSION OF CONTRACT
If at any tIme In the opinion of the City Council the Contractor
has failed to supply an adequate working force, or material of proper
qualIty, or has failed In any other respect to prosecute the work with
the dIligence and force specifIed and Intended In and by the teMmS of
the contract, notice thereof in wrItIng will be served upon hIm and
should he neglect or refuse to provide means for a satisfactory compliance
wIth the contract, as directed by the Parks and Recreation Director,
within the tIme specified In such notice, the Cfty Council In any such
"14-
case shall have the power to suspend the operation of the contract.
Upon receiving notice of such suspension, the Contractor shall dIscontinue
said work, or such parts of It as the City may designate. Upon such
suspensIon, the Contractor's control shall tennlnate. and thereupon
the City Counctl or Its duly authorized representatIve may take possessIon
of all or any part of the Contractor's materIals, tools, equipment, and
appliance upon the premises, and use the same for the purpose of
completing saId contract, and hire such force and buy or rent such
additional machinery, tools, appliances, and equIpment, and buy such
addItional materials and supplies at the Contractor's expense as may be
necessary for the p~per conduct of the work and for the completIon
thereof; or may employ the necessary workmen, substitute other machinery
or materials and purchase the materials contracted for, In such manner
as the City Council may deem proper; or the CIty CouncIl may annul and
cancel the contract and relet the work or any part thereof. Any excess
of cost arising therefrom over and above the contract price will be
charged against the Contractor and his sureties. who wl'l be liable
therefor. In the event of such suspension, all money due the Contractor
or retaIned under the tenns of this contract shall be forfeited to the
City of Gilroy; but such forfeiture will not release the Contractor or
hIs suretIes from 'lability or failure to fulfill the Contract. The
Contractor and his sureties wIll be credited with the amount of money so
forfeited toward any excess of cost over and above the contract price.
arising from the suspensIon of the operations of the contract and the"
completion of the work by the City of GIlroy as ai,ove provIded. and the
Contractor will be so credited with any surplus remaining after all Just
claIms for such completIon have been paid.
In the determinatIon of the question whether there has been any
such non-complIance with the Contract as to warrant the suspension or
annulment thereof, the decisIon of the C'ty Council shall be bInding
on all parties to the contract.
(g) EXTRA AND FORCE ACCOUNT WORK
Extra work as hereinbefore defined, when ordered and accepted shall
be paid for under a wrItten work order In accordance with the terms
therein provided. Payment for extra work will be made at the unit price
or lump sum previously agreed upon by the Contractor and the Parks and
Recreation Director; or by force account.
If the work is done on force account the Contractor shall receive
the actual cost of all materials furnished by him as shown by his
paId vouchers. plus fifteen per cent (15%). and for all labor. equipment
and Items that are necessary he shall receIve the current prices In
the locality, which shall have been previously detenmlned and agreed
to writIng by the Parks and Recreation Director and by the Contractor,
plus fifteen per cent (15%); provided, however. that the City Gilroy
reserves the rIght to furnish such materIals requIred as It deems
expedient, and the Contractor shall have no claims for profit on the cost
of such materIals. The price paid for labor shall include any compen-
sation Insurance paId by the Contractor.
All extra work and force account shall be adjusted dally upon
report sheets, prepared by the Parks and Recreation Director. furnished
to the Contractor and signed by both partIes. which dally reports
shall thereafter be considered the true record of extra work or force
account work done.
.15-
(b) PROGRESS PAYMENTS
fhe City Council shallt once In each montht cause an estimate
In writing to be made by the Parks and Recreation Director of the
total amount of work done and the acceptable materIals furnIshed and
delivered by the Contractor on the ground and not used, to the time
of such estimate and the value thereof. The City shall retain ten
per cent (lot) of such estimated value of the work done and fIfty
per cent (sot) of the value of the materIals so estimated to have been
furnished and delivered and unused as aforesaid as part security for
the fulfillment of the contract by the Contractor, and shall monthly
pay to the Contractor whIle carryIng on the work, the balance not
retaIned, as aforesaid, after deductIng therefrom all previous payment
and all sums to be kept or retaIned under the provisions of the contract.
No such estimate or payment shall be required to be made, when In the
judgement of the Parks and RecreatIon Director, the work Is not pro-
ceeding In accordance wIth the provIsIons of the contract, or when
In hIs Judgement the total value of the work done since the last
estimate amounts to less than three hundred dollars ($300).
(c) FINAL PAYMENT
The Parks and Recreation DIrector shall after the completIon of
the contract, make a final estimate of the amount of work done there-
under, and the value of such work, and the CIty shall pay the entire
sum so found to be due after deducting therefrom all previous payments
and all amounts to be kept and all amounts to be retained under the
provisions of the contract. All prior partIal EstImates and payments
shall be subject to correctIon In the final estimate and payment.
The final payment shall not be due and payable until the expiration
of thirty-five (35) days from the date of acceptance of the work by
the CIty Counc 11 .
It Is mutually agreed between the parties to the contract that
no certIfIcate given or payments made under the contract, except
the fInal certificate or fInal payment, shall be conclusive
evidence of the performance of the contract, either wholly or In
part, against any clalm of the party of the first part, and no
payment shall be construed to be an acceptance of any defective
work or Improper materials.
The Contractor further agrees that the payment of the final
amount due under the contract, and the adjustment and paymEnt for
any work done In accordance with any alterations of the samet
shall release the City Council, the City Attorney, and the Parks
and Recreation Director from any and all claIms or liability on
account of work performed under the contract or any alteration thereof.
-16-
SECTION 8 GENERAL CONDITIONS
The work embraced herein shall be done In accordance with
the app~prlate provisions of the specIfications, and to the
City of Gilroy Standard Specifications and standard details.
Whenever In the Standard Spectfcatlons the following tenms
are used, they shall be understood to mean and refer to the
fo Howl ng:
Department of Parks and Recreation
The City Councl 1
Director of Parks and Recreatlon-- The Director of Parks
and RecreatIon of the CIty of Gilroy
Director of Parks and Recreatlon-- acting either directly
or through properly authorized agents, such agents acting
within the scope of the particular duties entrusted to them.
Laboratory-- The designated laboratory authorized by the
rlty to test materials and work Involved In the contract.
State-- City of Gilroy
SECTION 9 MATERIALS
The Contractor shall furnish for use under these special
provisions all materials required to complete the attached contract.
-17-
SECTIOH 10.
DESCRIPTION OF PROJECT
The scope of work under this contract is to furnish all
the labor, materials and equipment for the construction of a
multi-purpose slab at Las Animas Park located on Park Avenue off
of Church Street.
The work consists of the following:
1. Construction of a multi-purpose slab according to the attached
plans and general specifications.
The work is shown on the attached plans, in detail,
and shall be done in accordance with the following special
~ovisions and construction details.
The quantities herein are approximate only, being given
as a guide to prospective bidders, and it is not guaranteed or
implied that the actual final quantities will agree herewith.
The City of Gilroy reserves the right to increase, decrease, or
omit any of the items of work.
-18-
LAS ANIMAS PARK
SPECIFICATIONS
Multi-Use Slab Construction
CONCRETE
Page 1 of 9
Please follow specifications intended for multi-use slab only.
1. GENERAL
The General Conditions, Supplemental General Conditions? Special
Conditions and General Requirements of these Specifications shall
apply to all work of this Division.
2. SCOPE OF WORK
Furnish labor, materials and equipment for the installation of all
Portland cement concrete work as shown on drawings.
3. SAMPLES
A. Samples of all material under this Division shall be supplied
as required for testing.
B. Submit two l' x l' smaple panels of all concrete finishes and
color indicated on drawings.
C. Annroved samples shall be kept at the job site to serve as a
prerequisite for all finishes.
4. MATERIALS
A. Concrete shall be Class A concrete conforming to Section 90 of
the Standard Specifications.
B. Cement shall be Type II cement conforming to ASTM Designation
Cl50 as modified by Section 90 of the Standard Specifications.
C. Aggregates shall be 3/4 inch maximum size conforming to
Section 90 of the Standard Specifications.
D. Water shall be clear and free from injurious amounts of oil,
acid, alkali, organic matter, or other deleterious substances.
E. Reinforcing bars shall conform to the requirements of ASTM
A615-68 intermediate grade, and deformed in accordance with
Section 52 of the Standard Specifications.
F. Filled joints, unless otherwise noted on the plans, shall be
1/4 inch thick, the full depth of the concrete section and
conforming to Section 51 of the Standard Specifications.
G. Welded wire mesh shall conform to ASTM AI85-68.
H. Expansion joint filler conforming to ASTM D545-67, 3/8 inch
thick, the full depth of concrete section. Non extruding.
~
i.,
1
,
.
CONCRETE
Page 2 of 9,~
1.
Integral Color: Coloring pigments shall be commercially pure hydrated
oxides, produced by precipitation from solutions of iron salts. All
particles shall have an, average diameter of less than one micron, and
shall in mass be 99 per cent fineness, and meet the 325 mesh test
with 95 per cent penetration.
r
,
i
ii' \ ,., I,
r
I
Pigments must be insoluable in water, free from soluable salts and acids,
impervious to infra red and ultra viole~ reaction, fortified against
alkaline and weak acid solutions and free from calcium sulphate, in
excess of 15 per cent.
r
To insure maximum dispersion and m~nlm~ze color str~aking in finished
concrete set, pigments shall be fortified ,with a plasticizing' agent which
is completely compatible with any Portland Cement, and shall not reduce
the concrete strength at any age from untreated concrete, of the same
flowabili ty.
J ..
Admixtures
I
t
(1) Air-entraining Agent: Master Builders Biscol Resin, Sika AER,
Sika Chemical Corp., or approved equal.
(
f
(2) Water-reducing Agent: Pozzolith'3L, Pl'astiment Admixture, Sika
Chemical Corp., or approved equal.
K. Curing Compound: Shall be "Westcure" process, West Chemical Products,
Ine ~'. Berke ley.
f.
t
L. Forms for Concrete
[
(1) Pl~vood, steel, shiplap or paper lined sheathing. Plywood (waterproof)
treated for ~reservation and ease of stripping, Burke Form Sealer
or A C Horn Form-film.
[
l
l
1
(2) Lumber of grade and sufficient strength to provide forms which ''1i11
produce straight and true concrete surfaces at locations where con-
crete ,vill remain exposed.
(3) Foundations may be poured neat in ea.rth trenches provided earth is:.
(a) stable, solid and reasonably true to lines and grades shmm on
di'a\'!ings; and. (b) footing width is increased by 2 inches from dimen-
sion given.
(4) Forms for pavement shall be 2 X 4 DF. Curved shapes may be formed
with sheet metal or plywood.
'"
I
!
f
1,
I
CONCRETE
Page 3 of 9
s. DEPTH OF FOOTINGS
Bids shall be based upon depth of footings as shown or down to
undisturbed soil as specified. No additional payment shall be
allowed where deeper excavations are required because of over-
excavation. All footings shall bear on solid undisturbed earth,
or on compacted subgrade.
6. PREPARATORY WORK
Concrete construction to receive work of other trades, or for
other materials or items, shall be performed hereunder. Proper
provisions shall be made for all recesses, anchorages, blocking,
inserts and like items. Notify other trades for their installations
and preparatory work well in advance of placing concrete.
7. FORMWORK - CAST IN PLACE CONCRETE
A. All forms shall conform strictly to shape, lines, dimensions
and details of concrete work as detailed.
B.
Design and construct forms to prevent spreading,
settling or leaking when concrete is deposited.
resist deflections of more than 1/8 inch between
concrete is placed.
C. All wood board and strip forms shall be thoroughly water soaked
12 hours prior to concreting.
shifting,
They shall
supports after
D. Forms shall be chamfered only at locations indicated on the
drawings and by means of mouldings placed in forms.
E. Form coating shall be applied before placing reinforced steel.
F. Reuse of form material will be allowed after thorough cleaning.
8. PLACING OF REINFORCING STEEL
A. Accurately locate reinforcing steel in the forms and firmly
hold in place before and during the placing of concrete by
means of wire supports to prevent displacement during the course
of construction and to keep the steel at proper distance from
the forms.
B. Firmly and securely hold in position as specified in
Section 52-1.07 of the Standard Specifications.
C. Bar coverage shall be to outside face of bar. Steel shall be
placed and lapped as per Section 52 of the Standard Specifica-
tions.
CONCRETE
Page 4 of 9
D. Wire mesh shall be rolled flat before placing concrete and
supported on chairs to height indicated on the drawings.
E. All reinforcing steel shall be inspected by Landscape Architect
prior to concreting. Reinforcing steel placed in walls shall be
inspected by Landscape Architect prior to closing of outer forms.
9. CONSTRUCTION
A. All concrete shall be mixed in accordance with applicable
provisions of Section 90 of the Standard Specifications.
B. Construction of concrete structures shall conform to applicable
provisions of Section 51 of the Standard Specifications. Unless
otherwise noted elsewhere in these Specifications, all exposed
surfaces of structures shall have a Class I surface finish.
C. Workmanship shall be equal to the best practice in modern con-
struction. All work shall be first class in all respects.
Contractor shall exercise care to make a uniform dense concrete
of required strength and mix, true to elevations and line
indicated on the drawings.
10. CONCRETE WITH INTEGRAL COLOR
A. Integral color as specified shall be added to concrete work in
quantity indicated on drawings.
B. Metallic oxide additive required only at locations to receive
integral color, as indicated on the drawings.
C. A single brand of cement and identical sand and aggregates
shall be used. The exact quantities of water per batch shall
be maintained on the colored concrete batches.
D. Concrete shall be colored with Conrad Sovig Color #17A65-2,
Conrad Sovig Co., San Francisco., used at the rate of 3 pounds
per sack of cement.
E. To effect more complete color dispersion, add 2 ounces of water
reducing admixture to the concrete. Color shall be added at
the concrete plant directly to the batch mixer in the proportion
specified, or the color shall be placed in the transit mixer
trucks after loading the concrete. The truck mixer drum shall
be continuously rotated for a minimum of 15 minutes or until
the pigment is completely dispersed in the mix. Place using a
3 inch slump. Do not add surface water in finishing. Calcium
Chloride shall not be used. Finish to desired texture. During
warm weather, cover finished areas with Curing Paper for at
least seven days.
F. Remove laitance and cement film the day following finishing, by
scrubbing with fine, sharp sand and water, rinsing thoroughly.
G. To develop and deepen the color of concrete, seal out moisture
and prevent penetration of stains into concrete. Apply Colac
in accordance with manufacturer's directions.
fv
I
r
r
r
i
r
L
r
I
I
(
[
l
[
( .
I.
t
I
It
l
,
1.
I
CONCRETE
P.age 5 of 9..
11.
EXPANSION JOINTS
. ,
l~ere shown expansion joint~ shall be installed as per manufacturer's
. directions where indicated on the drawings. Tool all corners of paving
at joints. Expansion joint in walls shall be cut back 3/4 inch from face
of wall and edges tooled.
12.
SCORE JOINTS
Score at least 1/5 the depth of slabs at interval indicated on the drawings.
The width of control joints shall not exceed 1/8 inch and the edges of
control joints shall be finished with a liT" bar for a. rounded edge.
13.: DESIGN MIXES
A.
"-
Note that exact amount of cement~ fine and coarse aggregate admixture
and water to be used will be determined by the Contractor's Testing
Laboratory~ which will design all mixes with maximum coarse aggregate~
minimum fine aggregate and.cement content. Use as actual slump~ the
lowest slump compatible with placement requirements.
B.
Admixtu:x:e may be used as approved by Landscape Architect and Structural
Engineer for compliance with Title 21-704.06 in accordance with deter-
minations' of Testing Laboratory designing mix. Introduce admixture into
mix by automatic metering dispensers~
C..
Prepare trial batch of each mix design using the aggregates~ cement and
admixture~ if any~ proposed for the Project.
D.
Place sample load of each specified structural mix in foundation at
earliest possible date to check workability of concrete. Take test
cylinders as specified, and test to verify.compliance of concrete with
Specifications.
.'
E.
Design concrete for following minimum compressiv~ strength, depending on
'location:
(1) Park buildi,ng footi.ngs :Ul timate strength at 28 days ~ 2800 p.s.i.
(2)
Park building slabs on grade: Ultimate strength at 28 days~ not
less than 3~000 p.s.i.' Slump: 3 inch maximum. Use of. granite
or. limestone ~gg~egate may be advisable.
BUildi?g pad paving
(3)
a. Ultimate strength at 28 days, not less than 2~500 p.s.i.
b. Shall be free of cracks 28 days after pourin~. Only minor
hairline
.- -- ~.._._.... -...-.......-..~":..._.~.".._-~-._~'_."--
t
f
r
I
r
~
[
[
{
'I
1
"
!
*
....
i
l
l
1
1
f
i'
{
J
I
CONCRETE
Page 6 of 9
... ',.- -"1-
.
shrinkage lines will be accepted.
c. If cracks 1/32 inch wide, or greated, develop the Contractor shall
when requested, remove the slab back to straight line cut-off
locations acceptable to Landscape Architect and, shall repour the
slab.in area removed.
d. Surface To1eranc~. (at c): Not more. than 1/8 inch rise above nor
. 'drop below general plane of slab in distance of 10 feet in any
direction. .
14~ . READY-MIXED OR TRANSIT-MIXED CONCRETE
A. Concrete shall be mixed and delivered in accordance with the requi~ements
of t~e National Ready Mix Concrete Association and AS1}1 C94.
. ,
B. Transit-mixed concrete shall be mixed for not less than fifty nor more,
than one hundred revolutions of the drum of blades at the rate of
rotation designated by the manufacturer of the equipment as mixing speed,
which shall not be less than four RPlvl of the -drum, nor greater than a
peripheral velocity of the drum of 225 feet per minute. Each transit
mix truck shall have a rating plate affixed to the truck which shall
plainly state the capacity.of the drum and the speed of the rotation of
the blades. . .
C. Concrete may be transit mixed, providing the mixer 'shall have an additional
mixing period of five minutes at the project.
. D. No .water shall be added to any truck unless specifically authorized by
the Landscape Architect to secure the desired sllli~p. The truck lnixer
shall.mix an additional 25 revolutions at mixing speed after each
delivery of \'later.
E. Trucks having slumps in excess of those specified or required or showing
non-uniformity of load will be rejected. If the same mixer truck continues
to show non-uniformity, it shall be barred from delivering future loads.
F. It is the intent to have a uniform distribution of the materials in the
mixer before discharge.
15~ PLACING OF CONCRETE
A. Befor~ depositing concrete, all equipment for mixing and transportlng
the concrete shall be cleaned. Remove all wood chips, shavings and
other deb....ts from the interior of the forms, and thoroughly \'iet forms.
Reinforcement shall be clea~ed, if necessary, prior to placing concrete.
B. Reinforcement and other work embedded in the concrete shall be securely
in position before pouring. Remove free standing \'later and divert ground
water from forms and excavations.
C. Deposit concrete in continuous and complete pours between joints to the
full height of forms ~ Excess maferial shall not be placed as a partial
.
r
.
I
I
i
f .
I
r
I .
[
[
1
[
I
[
[
t
[
f
t
f
1
i
i
I
CONCRETE
P.age 'J.. of ,9:.
pour but shall be dumped on the site and later removed.
material is to return to batching plant in truck.
NO leftover
D. Conveying and placing of concrete from the mixer to the place of deposit
shall be by methods which will prevent the separation or loss of the
materials. . J
E. Equipment for chuting, placing, pumping and pneumatically conveying
concrete shall be of such size and design as to insure a continuous flO\-I
of concrete without segregation of materials.
F. Concrete shall be placed a~ soon as possible after mlxlng and shall be
rejected if not placed within l-~ hours after the first addition of
water to the batch. ..
G. Concrete shall be placed as near as possible to its final position in
the slab, wall, panel, etc., to avoid segregation due to rehandling. It
shall be carried on at a constant rate to prevent cold joints and p1anes
of work and be workable at all times.
H. ,No concrete that has hardened or been retempered or contaminated with
foreign matter shall be used.
1. Concrete shall be kept continuously wet for 10 days after placing, and
covered as required by the Specifications.
J.Compaction
(ll Concrete shall be thoroughly compacted by. puddling \-lith suitable
tools during placing and thoroughly worked around the reinforcement,
around embedded fixtures and into the corners of tr,e forms. Ir.
addition to manual spading and tamping, all concrete shall ?e in-
ternally vibrated with highspeed mechanical vibrators operated
under experienced supervision. A mechanical vibrator shall be em-
ployed at each point of dump and a standby vibrator in good working
condition, but not in use, shall be kept on the job until all
concrete is placed.
(2)
All mass concrete shall be adequately vibrated follO\'ling placement
of concrete in forms. Faces of forms shall be vibrated to reduce
air pockets. At joints and edges of pathway pavement, supplement
.vibrators with forking and spading to insure dense edge.
K. All construction keyways and joints bet\'leen adjacent pours shall be
thoroughl; wetted and slushed \vi th a coat of neat cement paste before
proce'eding \-li th next pour.
'16. TEST CYLINDERS
A. Cylinders shall be standard 6" x 12". Contractor shall provide stand-
ard empty can forms to person experienced in performing this particular
work employed by City of Gilroy.
B. Contractor shall request arrangement for three cylinders to be cast for
t
, ,
{
r
r
[
[
(
I
I
[
I
'1
;:1 7, ~
I
I
l
[
t
tONCREJE
P.age 8 of 9
~ach day of pour for each different mix used that day.
C.
Contractor shall be responsible. for ascertaini.ng that all test
cylinders are clearly dated, marked with location in the structure
where concrete was placed, and identified by number of mix design used.
D.
The test cylinders shall be carefully stored at the site under same
curing conditions as the concrete poured. Contractor has option of
using one of each three cast for seven day break test.
E.
. . .
If requested by either the City Engineer of Landscape Architect the
Contractor shall at Owner's expense have a testing laboratory break
one cylinder from each of all of the 28 day samples to verify strength
of the concrete at various locations.
"
F.
If after 28 days curing should any cylinders test below the required
strength, the Contractor, at his own expense, shall promptly change
the mix as necessary, and take further test and proper action to correct
the 'deficiency.
G.
If these tests, in the op~n~on of the Lan.dscape Architect, indicate. that
the concrete is not satisfactory, the defective concrete shall be removed
at the Contractor's expense.
FORM REMOVAL.
A. Forms for mass concrete shall remain in place for 5 days.
B. Forms for other work shall remain in place for 3 days.
C. Upon removal of forms, all bolts, \Vires, ties, spreaders, etc.) shall
be removed, cut or broken back at least 1 inch belO\v the surface of
the concrete and the resulting imprint chipped out as required and
patched with mortar as specified. All projecting fins shall be removed
or cut back and patched as directed by the Landscape Architect. All
other work stained by leakage of concrete shall be cleaned and repaired.
18.. FINISHING
.\1
;t
,~
f
.~
....
I
I
A. Workmanship shall be of the highest standards. During finishing, cement
shall not be applied to dry the concrete surface. Surfaces shall be
consistently finished throughout the job. Scored joints shall be con-
sistently finished throughout the job. Scored joints s'hall be straight
and level. Finish all concrete as indicated on the drawings.
(1) Tooling: Tool the edges of expansion joints and as indicated on
the drmvings.
(2) Tolerances: All concrete elements shall be constructed to the
following tolerances: Linear dimension 1/8 inch. Slab deviation
from a true plane 1/8 inch in 10 feet.
"
-4
{
I
J.
I
{
f
{
r
{
(
[
r.
I
t
r
r
1
I
. f
CONCRETE
P.age 9 of ~
.(3) Fine Brush Finish: The freshly placed slab shall be compacted
and screeded uniformly to grade. Push large aggregate belm'l
the sur~ace with screen tamper, screed and bull float. As soon
as the surface becomes workable, it shall be wood fJoated, then
steel trowel~d to a uniform smooth, hard surface. Follow imme-
diately by drawing hair broom across surface at right angles to
long direction of panel, or as indicated on the drawings.
(4) Coarse Broom Finish: Place as above; follow wood floating by
drm'ling a stiff bristle broom in direction indicated on the
drawings at rnulti':'purpose- area," except circle.-
_(5) Steel Trowel: Place as above and steel trowel smooth to a hard
uniform surface at multi-purpose area circle.and park building
floors not receiving tile.
19. DEFECTIVE. CONCRETE
A. If any concrete work is not formed as indicated, is under-strength
concrete, concrete out of line, level or plumb, or 5hO\...ing objection-
able cracks, honeycomb, rock pockets, voids, spalling or exposed
reinforcing, it shall be repaired or rem~ved and replaced as directed
by the Landscape Architect or Engineer.
.
B. All cleaning, patching and repairs shall be subject to Landscape
Architect's or Engineer's approval and acceptance.
~o~ CURING AND PROTECTION OF PAVEMENTS
" " .
A. Cure pavements and slabs by the "Westcure" process (\'lest Chemical
Products, Inc., Berkeley). n'lO hours after completion of trowelling
or exposing, apply a uniform spray C02t of the curing compound as
directed by manufacturer.
B. Finished"concrete shall be protected at all times from damage. After
completion of curing period, pavements shall be protected from damage
by equipment and other operations until final acceptance. Protect
nosing of steps with planking.
21. CLEANUP
During construction, keep area clean and clear as possible. Clean up
and remove from the site all spillage, overpour, discarded forming materials,
. rejected work or materials and all refuse or debris resulting from this
work.
CITY OF GilROY
AFFIRMATIVE ACTION PROGRAM
SECTION 11
PRIVATE SECTION
Adopted by City Council
Reso 1 ut Ion 75-1
January 1. 1975
. .
SECTION II
A. AFFIRMATIVE ACTION PLAN FOR EQUAL EMPLOYMENT OPPORTUNITY
IN THE PRIVATE SECTOR
1. General
The City Council is required to insure that public funds
be awarded only to contractors that comply with a policy
of equal employment opportunity. The Council states that
no bid for ap uh 1 i cwo t' k sp r 0 j e c t in e x c e s so f $ 5 0, 000
shall be awarded until the contractor complies with the
foll~wing equal employm~nt opportunity conditions.
2. Policy Statement
The contractor adopts, as part of its operating policy,
a statement as outlined in Section II-B.
3. Dissemination of Policy
All members of the contractor's organization responsible
for hiring, supervising, recruiting, terminating, and
promoting, shall be made fully aware of and will imple-
ment the Affi~mative A~tion Plan.
4. Recruitment
a. All advertisements for employees will carry the no-
tation, "An Equal Opportunity Employer. II
b. Recruitment efforts, for other than union employees,
will be made to local qualified minorities. Requests
will be made to the union for minorities when em-
ployment levels fall below parity.
c. Use local advertising media for recruitment especially
directed toward the prospective minority employee.
do Present employees will be encouraged to refer minority
group applicants for employment.
5. Training an~ Promotion
Whenever feasible. programs for the improvement of skills
will be promoted for minority group employees and appli-
cantso
6, Unions
ao Whenever possible, all efforts will be made to encour-
age and cooperate with local unions to develop training
-5-
programs aimed at increasing the participation of
minority group employees.
bo All efforts will be made to include an equal employ-
ment opportunity clause into union agreements which
defines responsibilities for non-discrimination in
hiring, training, referrals, and all other areas that
currently limit minority group participation in the
labor sector.
7. Records
The contractor shall create and maintain all necessary
records essential to the determination of compliance with
the equal employment opportunity obligations under this
contract. All such records will be maintained for a
period of one year following completion of the project
and shall be made available to the City's Affirmative
Acti~n Officer. These records will show the following:
ao Number of minority and non~minority workers employed
in each job classification. This list shall -be pro-
vided to the Affirmative Action Officer with the
Statement of Certification.
b. The efforts and progress made in cooperation with
unions to increase minority group employment oppor-
tunities.
c. All employment advertisements, applicant forms, and
employment records.
d. The efforts and progress made in recruiting, train-
ing, and promoting minority group employees.
eo The efforts and progress made in securing subcon-
tractors with a demonstrated record of meaningful
minority group representation.
-6-
B. STATEMENT OF CERTIFICATION
The contractor shall execute the following Fair Employment
Practices Statement:
.
FAIR EMPLOYMENT PRACTICES STATEMENT
Granite Construction Company is an Equa 1 Emp 1 oyment Oppor-
(Name of Contractor)
tunity Employer; as such has adopted the policy and will take
affirmative action to insure that applicants are employed~ and
that employees are treated without regard to race~ religion~
color, sex, or national origino
On ____..3 ~nUt!:~Li>~r) 976
Oate}
was awarded a public improvement
~
Granite Construction Company
(Name of Contractor)
contract by the City of Gilroy~ located in the County of Santa
Clara~ State of California, for the work of Multi-purpose slab, LasAl1imasPark.
Under said contract,
Granite Construction Company
(Name of Contractor)
comply with those Equal Employment Opportunity conditions as put
has agreed to
forth in Section II of the City of Gilroy's Affirmati~e Action
Program, and has agreed, among other things~ that damages will be
paid to the City in the event that the requirements of said condi-
tions have not been satisfied.
Date
Signed
n rapitf Construyticw COjPany
Company S lame
P. O. Box 900
Watsonville, California 95076
(Company1s Address)
PROPOSAL
TO
CITY OF GILROY
To the Honorable
City Counc 11
City of Gil roy
Gentlemen:
The undersIgned as bidder declares that he has carefully
examined the location of the proposed work, the annexed proposal
form of contract, and the plans and specifications therein referred
to and he proposes and agrees If this proposal is accepted, that
he will contract with the City of Gilroy In the form of the copy
of the contract annexed hereto to provide all the materials
except those specifically mentioned to he furnished by the
City necessary machinery, tools, apparatus, and other means
of construction and do all the work specified in the contract
in the manner and time herein set forth required for the
construction of a fluitt-Purpose Slab at Las Animas Park, ProJeet
1976-1.
Construction shall be In strict confonnlty with the
plans and specifications prepared by the Parks and Recreation
Director, City of Gilroy, Gilroy, California, copies of which are
on file in the office of the City Clerk, Gilroy, California~ and
which plans and specifications are hereby made a part thereof.
The bIdder proposes and agrees to contract with the Citv
of Gilroy to perform all of the work, Including subsidiary
obI igations as defined in said speclficatiOift for the following
pri ces to wi t:
SCHEDULE OF PROPOSAL
LAS ANIMAS PARK MULTI-PURPOSE SLAB
PROJECT 1976-1
TOTAL AMOUNT OF BID
(SCHEDULES A & B)
$
eO
II. t., lJ I .-
At10UUT IN HORDS: Ei.evtN IhctJ~""JO S;i. 4tJoLllJ HIAleTtf
o"'~ Jot..c.I\-~s. ~O,.uo C! {)~ 7'.5
SCHEDULE TO ACCOMPAUY BID OF GRANITE CONSTRUCTION COMPANY
BY: I ~
.-
TITLE: H. B. SCOTT. PRESIDENT
The undersigned hereby certified that this bid is genuine, and
not sham or collusive, or made in the interest or in behalf of any
person not herein named, and that the undersigned has not directly or
indirectly induced or solicited any other bidder to put in a sham bid,
or any other person, firm or corporation to refrain from bidding, and
that the undersigned has not in any manner sought by collusion to secure
for himself an advantage over any other bidder.
The City reserves the right to reject any and all bids and to
waive any informality or irregularity in bids received.
The City may award the project as a whole or may award to
different Contractors separate schedules or units of the project when
such separate schedules or units are provided for.
It is agreed that this bid may not be withdrawn for a period of
thirty (3D) days from the opening thereof.
The terms and conditions of the final contract when executed
shall control and supersede anything herein to the contrary or inconsis-
tent with such contract.
The names of all persons interested in the foregoing proposal as
principals are as follows:
NOTE: If bidder or other interested person is a corporation state
legal name of corporation, also names of the president, secretary,
treasurer, and manager thereof; if a co-partnership, state true names
of firm, also names of all individual co-partner composing the firm; if
bidder or other interested person is as individual, state first and last
name in fu 11. GRANITE CONSTRUCTION COMPANY,
A CALIFORNIA CORPORATION
H..JiL...S,COTT. PRESIDENT Be CHIEF EXECUTIVE OFFICER
W. A. WILKINSON, SENIOR ViCE PRESIDENT & TREASURER
L.FO ~ '^l~STWATER. SENIOR VICE. PRESID.~ Be SECRETARY
RICHARD C.. SOLARI. EXECUTIVE VICE PRESIDENT
licensed in accordance with an act providing for the regulations
of contractors, License No. 89
BY:
H. B. SCOTT, PRESIDENT
Signature of Bidder
NOTE: If bidder is a corporation, the legal name of the corporation
shall be set forth together with the signature of the officer or
officers authorized to sign contracts on behalf of the corporation; if
bidder is a co-partnership, the true name of the firm shall be set forth
above, together with the signature of the partner or partners authorized
to sign contract on behalf of the co-partnership and if bidder is an in-
dividual, his signature shall be place above.
BusIness Address: P. O. Box 900.WatsonviIle. California 95076
Place of Resldence:P. O. Box 900, WatsonvilIe, California 95076
Dated: d/JAJtJ.~Y ,a- , 197("
The estimate of constructIon quantities hereInbefore set forth
Is approximate only, beIng given as a basts for the comparIson of
bids and the City does not expressly or by ImplicatIon agree that the
actual amount of work will correspond therewIth, but reserved the right
to Increase the amount of any class or portIon of the work or to omit
portions of the work as may be deemed necessary or expedient by the
Parks and RecreatIon DIrector.
All bids will be compared on the basis of the Parks and RecreatIon
Dlrector.s estImate of the quantIties of the work to be done.
The undersigned has checked carefully all of the above fIgures
and understands that the City shall not be responsIble for any errors
or omIssIons on the part of the undersIgned In making up thIs bid.
In case of a dIscrepancy between words and figures, the words
sha 11 preva 11.
If thIs proposal shall be accepted and the undersIgned shall fall
to contract as aforesaid and to furnish bonds as provided In saId
specifications wIth sureties satIsfactory to the CIty within fIfteen
(15) calendar days after the bIdder has receIved notice from said CIty
that the contract Is ready for signature, the CIty may, at Its option,
determine that the bidder has abandoned the contract, and the forfeiture
of such securIty accompanying thIs proposal shall operate and the same
shall be the property of the CIty.
Enclosed fInd cash, certIfIed cheek, cashIer's check or bidder's
bond. whIch Is not less than ten per cent (10%) of this bid, payable
to the City of Gilroy and which 15 gIven as a guarantee that the under-
signed will enter into the contract If awarded the work.
DESIGNATION OF SUBCONTRACTORS: In complIance wIth the provisIons
of SectIons 4100-4107 of the Government Code of the State of CalIfornIa,
and any amendments thereof, each bIdder shall set forth below the name
and location of the mIll, shop or offIce of each Subcontractor who wIll
perform work or labor or render service to the Contractor In or about
the constructIon of the work or Improvement to be perfonned under these
specIfications and the portIon of the work whIch will be done by each
Subcontractor.
If the Contractor falls to specIfy a Subcontractor for any portion
of the work to be performed under the Contract, he shall be deemed to
hilVe aqreed to perform such portion himself, and he shall not be
permi tted to subcontract that port ion of the liJOrk except under the
conditions hereinafter 5et forth.
SUbletting or subcontracting of any portion of t.he work as
to which no subcontractor was designated in the original bid shall
be permitted in cases of public emergency or necessity, but only
after a finding. reduced in writing, ~5 a public record of the
legislative Body of the City.
PORTION OF WORK
NAME AND PLACE OF BUSINESS OF SUBCONTRACTOR TO BE DONE
l. N'tn\.L
2.
:L
4.
s.
6.
7.
8.
9.
.
CONTRACT
LAS AN H1AS PARI< MUL TI-PlJRPOSE SLAB
PROJECT 1976-1
THIS AGREEMENT, made and entered Into this 19th day of
January . 197J.., by and between Granite Construction
Company . hereinafter called "Contractor;
and the CITY OF GILROY. hereinafter ca11ed "City";
\-11 TNESSETH:
\,mEREAS, the City Council of said City has awarded a contract
to Contractor for performing the work hereinafter mentioned In
accordance with the sealed proposal of said Contractor.
NOH, THEREFORE, IT IS AGREED AS FOLlOHS:
1. Scope of ~/ork: The Contractor shall perform all the
work, and furnish all the labor, materials, equipment and all
utility and transportation services required to complete all of the
work of construction and installation of the Improvements. The Items
and quantities of which are more particularly set forth In the con-
tractor's bid therefor on file In the office of the City Clerk,
except work done or to be done by others.
2. Time of Performance: The Contractor shall begin work
within ten (to) days after official notice by the Parks and Recreation
Director to proceed with the work and shalt diligently prosecute the
same to completion before the expiration of thirty (30) working days.
.
3. Payments: Payments will be made by City to Contractor for saId
work performed at the times and in the manner provided In the speclfl-
cations and at the unit prices stated In Contractor's bid.
4. Component Parts: ThIs contract shall consist of the following
documents, each of whIch Is on file In the office of the City Clerk
and all of which are incorporated herein and made a part thereof by
reference thereto:
a) This Agreement
b) Notice Inviting Sealed Proposals
c) Instruction and Information to Bidders
d) Accepted Proposal
e) Faithful Performance Bond
f) Labor and Material Bond
g) SpecIal Provisions
h) Standard Specifications
I) Design Standards
j) Plans, Profiles and Detailed Drawings
5. Wage Scale: Reference Is hereby made to the rate of prevailing
wage scale established by the City Council, a copy of which Is on file In
the office of the City Clerk of the City of Gilroy and Is set forth In the
specifications, the provisions of which are hereby specified as the
rate of prevai ling wage to be paId workmen on this project, and the
provisions of Article 2, Chapter I, Part 7, Division 2 (commencing with
Section 1770) of the Labor Code shall be complied with.
6. Hours of Labor: The Contractor shall forfeit, as penalty
to City, Twenty-five Dollars ($25.00) for each workman employed In the
execution of the contract by him or by any subcontractor, for each
ca.lendar day during which any workman Is required or permitted to labor
more than eight (8) hours In anyone calendar day and forty (40) hours
In anyone calendar week, in violation of the provision of Article 3,
Chapter 1, Part 7, Division 7 (commencing with Section 1810) of the labor
Code of the State of California.
"
.
7. Apprentices: In accordance with the provisions of Section
1777.5 of the labor Code, and in accordance with the regulations of the
California Apprenticeship Council, properly indentured, apprentices may
be employed in the prosecution of the work.
Information relative to number of apprentices, identifications,
wages, hours of employment and standards of working conditions shall be
obtained from the Director of the Department of Industrial Relations,
who is the Administrative Officer of the California Apprenticeship
Counci I.
8. Labor Discrimination: Attention is directed to Section 1735
of the Labor Code, which reads as follows:
"No discrimination shall be made in the employment
of persons upon public works because of the race
color or 'reI iglon of such persons and every contractor
for public works violating this section is subject to
all the penalties imposed for a violation of this
chapter .1'
9. Workmen's Compensation Insurance: In accordance with the
provisions of Article 5, Chapter 1, Part 7, Division 2 (commencing
with Section 1860) and Chapter 4, Part 1, Division 4 (commencing with
Section 3700) of the Labor Code of the State of California, the
Contractor is required to secure the payment of compensation to his
employees and shall for that purpose obtain and keep in effect adequate
Workmen's Compensation Insurance.
-28-
" .
, l' ~
IN WITNESS WHEREOF, City has caused these presents to be
executed by its officers, thereunto duly authorized, and the
Contractor has subscribed same, all on the day and year first above
written.
C:RANT'T'R r.()N~'T'RTTr.'T'T()N r.()MPANY
By./~. ..
"CONTRACTOR"
H. B. Scott, President
'111 _
CITY OF GILROY
By
Mayor
ATTEST:
City Clerk
"CITY"
(SEAL)
January 27. 1976
Mr. H. B. Scott, President
Granite Construction Company
Post Office Box 900
Watsonville. California 95076
Dear Mr. Scott:
Enclosed please find your copy of the fully executed contract for
"Las Animas Park Multi-Purpose Slab, Project 1976-1".
Very truly yours,
(Mrs.) Susanne E. Steinmetz
City Clerk
Encl:!
(55)
cc: Mr. William E. Ayer,
Parks & Recreation Director
/s;/
GILROY PARKS AND RECREATION DEPARTMENT
MEMORANDUM
TO:
City Administrator
January 5, 1976
FROM: Parks and Recreation Director
SUBJECT: Las Animas Park Multi-Use Slab Bid
We have advertised and received bids for the Las Animas Park
Multi-Use Slab. This project was part of the original park plan
but was deleted to save funds during the initial construction.
We have included this project in the Land and Water Conservation
Grant that was approved by the City Council on March 17, 1975.
Bids Received:
Farotte Construction
Granite Construction
$13,770.00
$11,691. 00
We ha:re r~v.:i."~d, these bids wi th th~ City
awardlng the /caritr act to the low b ldder,
Company. .
Engineer and recommend
Granite Construction
Director
WEA/nw