HomeMy WebLinkAboutC2006-487 - 10/31/2006 - Approved
AGREEMENT
for
Construction Materials Engineering Laboratory's
Inspection and Materials Testing Services
This AGREEMENT IS between the City of Corpus Christi, Texas, a Texas home-rule municipal
corporation ("CITY"), acting through its duly authorized City Manager or designee ("City Engineer"), and
ROCK ENGINEERING & TE'TING LABORATORY INC., a Texas corporation or partnership ("LAB"),
acting through its duly authorized representative who is Curtis A Rock. Business Development. which
ag ree as follows
DECLARATIONS: "CITY" desires to engage "LAB" to provide services in connection with
CityS project, described as follows: Lindale/Chenoweth Subdivision Area Drainaae ImDrovements
Phase 1 Part B (2243), NeiGhborhood Street Reconstruction Cluster 6 (6367), ADA ComDliance _
Alameda Street (6392) ("PROJECT'"
2 SCOPE OF WORK: "LAB" shall provide services to the PROJECT in accordance with the
accompanying Scope of Services and Fee Schedule attached as "Exhibit A" and the Terms and
Conditions to AGREEMENT attached as "Exhibit C"
v FEE: The "CITY" agrees to pay the "LAB" for services provided in accordance with Exhibit
"A . Scope of Services and Fee Schedule under this AGREEMENT, a total fee not to exceed $72,076.00
(in figures) Seventy-Two Thousand Seventy-Six Dollars and Zero Cents (in words).
4 INDEMNIFICATION AND HOLD HARMLESS: The Consultant agrees to indemnify, save
harmless and defend the City of Corpus Christi, and its agents, servants. and employees as more fully set
forth in Ex:hibit "B"
5 CITY'S DISCLOSURE OF HAZARDOUS & TOXIC MATERIALS AND CONDITIONS AT
THE PROJECT SITE: "CITY" warrants to "LAB" that to the best of its knowledge, based upon currently
available information. the only hazardous or toxic materials, as defined by the laws and regulations of the
Federal government, the state, and city which exist at the PROJECT SITE are as follows: None. "CITY"
acknowledges and confirms that "LAB" is relying upon the above warranty in undertaking to perform the
services described in this AGREEMENT
CITY OF CORPUS CHRISTI
"
\~\_~~~.~o-~.: k)~Cl
Ronald F Massey \ \(Date)
Assistant City Manager \
APPROVED AS TO FORM
1~~6/ct
(D te)
10 4 c.,
(Date)
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/~_~?--J(;)
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f..1 ~\~~.!~OOC~-A;,c, - -tj--...............
C"Y ~ETAAY .-J
H\HOME\Rachelle\GENIDralnageI2243, 6367 6:'92-Undale\T e'.hngIConstructlon Mater
ROCK ENGINEERING & TESTING LABORATORY
C. ._~ 1)~1
Curtis A Rock (Date)
Business Development
4910 Neptune Street
Corpus Christi, TX 78405
(361) 883-4555 - Office; (361) 883-4711 - Fax
~A 1:0 vb... ?!2e_... AU I I1UKILI..
SY COUNCIL "hJ.P+2.t/.Q.~__
SE(ifJ~
2006-487
10/31/06
M2006-356
Rock Engineering
Fund Source:
--.. Fund Name ._+__~NO:--+Account No. !=
Storm Water CIP Fund t . _ 2243_+__ 550920
Water CIP Fund t 2243 ' 550920
Wastewater CIP Fund-l-= 2243 ~t= 550920
Storm yvater CIP Fund ~ ... 636"-, _. 550920
?!reet 2005 CIF'_Fun~_+- _ _ 6367_p_.I~_ 550920 I
_~DAFunglnL__ _ ~6~~2_ 550920___+_
Fund No. Ora. No. Project No. Total
3492 [ 00000 160045 $43,594
4090 00000 160045 $3,696
4250 00000 160045 $4,492
--~-
3492 00000 170661 $2,790
3541 00000 170661 $10,936
1059 00000 170821 $3,136
_.."-
d ____L_ ___ Total $72,076
HIHOMElRachelleIGEN\Dralnage\2243. 6367. 6392-lindaleITestlng\Construction Matenals Testing doc
· GEOTECHNICAL ENGINEERING
· CONSTRUCTION MATERIALS
ENGINEERING & TESTING
· SOilS · ASPHALT · CONCRETE
S(1)!L'mhLT 13,20(1('
) of ( UrDUS ( 'hrh1
P , ) Ho\ 9'n
(', \IT'US (hrlst!. [n,h 'x-+6l) 92~~
/\,lln An~ej Escobar. P.I'.
Dlrcclor of Engllleenm Senlcl."
SI BJECI
IS 111\.1/\ lED TISl ING BUDGFI
Lindale/Chenoweth Subdivision
Drainage Area Improvements Phase I Part B
Bond 2004 Cluster- 6
:\eighborhood Street Reconstruction
And ADA Compliance Alameda Street
Projects No. 2243,6367 and 6392
RETL Proposal ~umber: P081406A
[)c,li \11 1- ,(:obar.
RlH'k EnC!lileenng ,111<1 lcqlllg labo!ator\. Inc. (RI"TI) IS pleased to be selected to perform the
required (unstructWI1VlakTJals r',~stll1g tor the above-mentioned project. The Estimated
Construction Materials Testing Budget for this pro.iect is $72,076.00
[he 'stllmJlcd constluctlllll [!atenals testlllg budget has heen based on a review of the plans and
Spu.:tilcalilHls uSlIlg :-Iandan city of orpLlS Christl testIllg frequencies. A breakdown of field and
lahmlton kstmg reqUired IS Included 1S an attachment.
Please make note that the adual fees invoiced for this project will be based on the actual testing
performed. The total fee assessed will be dependent on the contractor's construction techniques,
numher of trips madt, to tIll' jobsite. elapsed time from technician arrival to commencement of
testing activities. and any time the technician is required to be on-site but not performing
testing activities. I n addition, in-place densities will be invoiced for a minimum of 3 in-place
densities per trip.
RI Ii apprl'clates Ylllll clll1SiJeratlon If OUI firm to assist you during the construction phase of your
pn.,c.1. I" \ )U han' ,lJ \ LjllC:- Ions or L.)I1lI11Cnts pleasc contact us at (361) 883-4555.
"Ii c \.:h
\CCEPTED A:\'D APPROVED
/
I/~~
13\
Rohel Pl'l1(i
Pru;cd F,n'l1ator
[>nnt
Date
ROCK ENGINEERING & TESTING LABORATORY, INC.
49 0 NEPTU\JE STHEET · COHPUS CHRISTI, TEXAS. 78405
O-! !et. (361) 883-4555 · FAX: (361! 883-4711 · www.rocketlinc.com
EXHIBIT" A"
Date: 09cl i;06
Pro.;en:Lmdale-Chenoweth SubdiVIsion .\rea Drainage Improvements. Phase 1. Part B
Proposal '\io P081406A
Client. Cin IIf Corpus Christl
Test
FreQuency
Item
Ouantih
Test Test
Ouant Unit Unit Fee
Fee
PRO.lECl NO. 224J-STAGE I.ClILH RT 81
STORM\\A fER IMPROVEMENTS
8',8' Box Clllvert~ ("'44 LF) (6'0"('ut)
":l! .Iplt ,lfgl
,,1;u Idal. : mctl
IIH'lav <.:115]tl<':o :950/0 Stll , \1'11,; ife Spcc i
din!' "1:1 J)ell~!1'
I. I! :thu
,un <ill <)f I : It
\dlLill <)f Cl.'JtJe~ I\V'_lil!Ld
"::I,ji
EA. $45.00 $45 ( )()
EA. $15300 $153 ()O
744
()
~3 EA. $33.00 $75900
EA $450() $9(J( 10
2 EA $15300 S30hl)0
] "'~II
'\
45 EA S33.00 $1,48500
7',7' Box Culverts (1,770 LF) W 0" CUll
-,;,U! Ip]( i argl
"1<1: Idar' "OCII
In-I'laee l)llSJtll'~ 1)5%std
I, l ulvLI' 1'.:f Demit,
/- I live"
! \ IIl1,1 ,fV ~]lVl I
=:l!l
,UIl "'t <)j tl
.1I1H'l oil l'hltle,Rc\I'IIf.,\
48" RCP Culvert~ (131 LF) (17' 0" Cut!
n-I'laCe ,:llSI11e, (i5% Stet \ II I)';, ire '''PCl' I
J. ( , 1.1Ivn! I'c:! I Jell,Jt\
( I Iivcl"
'=(ll
,Ull
<)f! i tl
1:\1
17
'lI11i!\l' [If! ehltle, RCqllll.d
17
EA.
$HOO
$561.00
30" RCP Culverts (220 LF) (10' 0" ('ut)
in-i'lacl !'c'nsitlc~; \15(~0 "tt!
F illven 1'" r] )en, 11 \
I I dver
,UDI'L'l)f! It
',\lIlil'l' 1)1' i'ell,Ilie~ RequIncl
'\](lI,hre "pn; I
=(H
2~(J
III
11
EA.
S33.00
$363.110
24" RCP Culverts (338 LF) (7' II" Cut)
rH']aCl '11SI1I,> (')50/" ~tLi '" \[11I';! re~l'(l 1
i. (!' dver: P,T [)ell~Jl.
1 ( liver
. ,UIl 'v (iJ' I Ii
. .Ull' li 'lfi l:n'ltles ReqUl!l'
2( II'
.\ ::1:-<
12
EA.
$HOO
$396(10
1 of 20
Date 0911/06
Pro.iect:Lmdale-Chenoweth Subdivision Area Dr;.Jina~e Improvements. Phase L Part B
Proposal "\j 0; P081406A
Clien;: Cit'. of Corpus Christl
]nlet~ and Inlet Extensions (45 Each)
( ,nc:r.;te' "'Ilder.!'et~ol"!i~ '1'1):--1
'\. tl!nbu ( Inle' ~ ler ~et
'\'Lnbt,( Ink'.'
"llnbt ( :;el> 'i ;vlinder, i<''-lIllllnj
Manholes ,22 Each)
( . 'ilc'de i inder, ( "(;b 01 l, I I 1, Ii u:-, i 2:-< [1;]\,
"U:l1bt: \1aLhlie~ pcr.;,'!
"l1InbtT!' \1allh i(;:;
"Uillbe: ~et> d:vhndtT> RL'.ill!rul
n-ilaCI i ',:nSItI\:~ . 'i50/i, Std
(, ,,'reet pel I )en~lt'
I' i., .';'reet i .ane>
dlml'CI )[1 )'.::r>ltie~
\n,'rbur" nTIlt
J1li)],U'C ~pLl' )
4 SETS $10 1. 00 $4041)0
3 EA $4500 $135.110
3 EA. $153.00 S45 9 .1)0
-+JI(,Ii I
K,>,7'>:<
23 EA $33.00 $7591)0
2 EA. $45.00 S90(10
2 EA $153.00 $306.00
-+ ,! !I
Ki),7.):<
23 FA $33.00 $759,(10
FA. SIOR.OO $10R(IO
FA $2S5()() $2SSilO
,., EA. $4X900 $(J7XliO
..'AiJi
K,2711
4 EA $76.00 $304(10
Compacted Raw Sul}~rade (89.793 SF)
Sal i iplt '!argl
--:tanda.L' 'och ':
In-i'lac, I 'c:llSl1iC> ,'iSO;., :--td 1. 1!1,!],llil' ~PCl
,1'1: :>!reet pC' IJen~J1\
:), > !reel
:llIH'l uf I l'b]lJe~ Reqllll.d
6"Crllshed Limestone Base Material (89,793 SF)
Sample 'hJrgl
Stal ((Ja.r. i i "'oct,
\'1: 1~1( .~:;
2" HMAC 18.270 S\ i
i L\ I \C 1I i Serll':-
'( PI.d I - lace kn~ltie:-
'{ I \11\( 1,'1 )kJi:-It\
''y' ( I VIA
\1m! 't\' ,)f ( 'flt In-Plat'[ ('Ibillt., <,eqUlrul
4" Concrete Side"alk (14,915 SF)
Concrete C, lllider~ (Sl'ts of, i i ~, ! i I !'S I ( .:'R 1 )a\~ i
SI' f S ldei'alk pel.;et
~I lS"!c\idlk
',UII dler>! .;et~ f, ',' linder:- I, L\ i\ die ci
-f.! I! 11
14,(i15
-+
SETS
2 of 20
Date 0911/06
Pro,jert:Lindale-Chenoweth Subdivision Area Draina~e Improvements. Phase L Part B
Proposal '\j 0 P081406A
Clienl: City of Corpus Christl
6" Concrete Curb and Gutter (=-.122 L f j
II'; te ndt'I:' I 'cb or 'i i' "I)~ I
! ,I ~ LL walk Ill" sc(
! I, f ~ jch 'sa] k
'.unbv, selo c'yI1l1dlr~ i\lllUlrcd
ill )Iac,. I enslt1e, I~ehind ('nrb.\ (Jut: r (')~"" :-;'l1. j,(' 'JI(>ISI spee)
(. urb ,'~ \ 'utter per ;c IISI1 ::'1 I
11ft> ,'~ I ,utter
.~,1 ::'::'
\llI1 )1' iJj lllsltles J<:CljUI!I\!
::'6
E/\.
S33.00
$~5~()O
6" ('oneret e Drive", ay (6,222 SF)
I 'lIel,'le I [mder' (>ets Ojil (I' ,I, P:-;I ::':-Illa\,)
..a; ,fS"kvalk !1li-;et
",. ,fS,,!l,\alk
'1'lIlhe'sel' 11 'vlmderc .,I.J!t<d
-+ I If I
fl.::'::'::'
::'
SETS $10 tOO
$ 202 00
\\\SlE'\ c\TER Il\IPROVEMENTS
15" \\astewater Line(11'0" Cut) (83 L1l
fI'ja! i saeki;!
-;imlpk 'j,trgl
"talldall lroctl
I.I laCl I '~nSltle, 95% Std
In>!,{ 'jK'CI
F I' "TilCI pc'f Densll', I" I 11
! (' eilli
.lill, 'C! qf! n
llll:! 'C' uf' i(:'] <!ties I\l'q 1iP", \1
8" '\asten\ater Line (7' O"Cut 1(160 L F)
F,1U] i iack'l
";a1::plel,.lfgl
';tar ,dar., ]"! letl
il1-' lacl ,nSlll", 950/u "tLl lJi' I1ltl!~! Deei
I c\'eilch pt, Den:'lt' pl'1111
I I: ene Ii
11111h:' ,)f i i1
11111"e' Dfl !t::n>llies Rl'qUl!l'
3 EA $45liO $135()()
3 EA, S153.00 $45C)()1i
~( ii
I hli
-; EA.. S3300 $23 It 10
3 of 20
Date: 0911/06
Project:lmdale-Chenoweth Suhdhision Area Drainage Improvements. Phase 1. Part 8
Proposal '\0 P081406A
Client: CII\ ufCorpus Christl
Test
Freouencv
Item
Quantitv
Test Test
Quant Unit Unit Fee
Fee
Manhole~ i3 Each)
n-:"1C
'\umbu,
'\limbui
'li'nhul
ndcr, I'd;; t1I
'\i!allh" Ie;; pcr ~c:'
\1aIlhilc~
~e\~ " i.'vIinder,
I )!t)~] ,:X I
SETS $lOlC)(J
$I(JI ()(J
WATER IMPROVEMENTS
4" DJ Water Line (3' 0" ('ut) (6! LF)
hna! i,ad Iii
Sdi iipllargl
"crlLla, "OCl'
iJ! 'lac c:l1Slli.:,! \)50/0 :;td
III '1>1 "peel
EA $45.00 $4500
fA $15300 $ I5300
:1 II
(,2
EA $3300 $99.IJ(J
1-' ,! renelll',r ])eIiSll\ l'll I!I'
renCl
\llIlIll ufl Ii
\llll,he of C1"me;; d
6" p, C" ater Line (4' 0" Cut) 1194 L~
Fina! iacJ.., ':1
-;<111Iplc I/Ugl
"[,uldar'imCI,"
f)-I'lacl r li.!tlSll!es ')5%, :-;ld. t I 1!It 11;;\ ,pee)
I' (i! "ene) pcT Den~ll', pcl 1:11
I: I' Cene!
., llIH'c" Df i itl
,(lll't'C' ,11'1 en,nies
Sallic a~ \ hu\e
Same a~ \hO\e
~( )[i
1')",(
-J.
-J.
EA
$HOO
$ I 32. ( JO
6" DI Water Line (4' 0" Cut) (51 ] LF)
F mal hack I I I
";amplel urgl
'Ita] :dar, j 1"1 lcll 1
n-! 'lael 'li5lS1l1l':~ il)5'Yo S\11 I lIil)];;! Dce I
I' lencl, pc r Delbll', Pi 1111
I I' 1 'encl'
,um T! ilf i Ii
'l1l11,,(" ,If! 'l'lHlles Rcqllln.i
Sa! lil a~ \ho\c
:-;alnc a~ \hO\ c
~( i(
5] 1
-J.
11
EA
$3300
$363J!()
4 of 20
Date: 091 lI06
Pro,jel't:Lmdale-Chenoweth Subdiyision .:\rea Draina~e Improvements. Phase I. Part B
Proposal '\0 P081406A
Client: City of Corpus ChristI
Test
FreQuency
Item
Ouantin
8" P\ C ,\ ater Lme /5' 0" Cull 1611 LVI
FlLal ,ackiii
"aup It argc
"lancial 'ruClr
II:. 'lac>, cOSIl]l:> (ISO/II SId
S,UI1l: a~ \hO\ I:
Saml: a~ \h()vl:
Ill' '1~1 'jx:e I
I" i Irene) ]'If Demlt\ I'll ];1:
F I! rene!
\ un;! II of 1 IIi
~{H I
(,(1
:;
\Un:i1l' of l'],]lle~
d
12" \\ater LlDe (6' n" Cut) (223 LF!
I'mal !lack!:I
"a: Ip iL ,rrgc
';la: ,d,u', 1"'XlI'-
'L-! ']acl I \',;IlSlllC:~ iiS~" :-;ld. 'j 111> 'I~t
Same a~ \hove
Same ao \ho\l:
peel
F (! rene I per Dem 11 \ I'll I!
I "ene!
,un. '(' of I i 11
,llIl "(' 1)1': ".],]tie~ i<'C:',J!ll'
:'111
223
f1
] Z" \\ ater LIne (6'11" Cut) (25 LF)
F maj;ack 1
';,ill :ple llrgl
';taliltard I",)cl<
!n-! 'lace i \:nsitL:~ i)S% :-;tl! Ii' ll1i11~1 pee I
F l\ I ,'encl, p, r Den~lt. Ill:
I (' lene!
.1Imi,l': (11' I Ii
.1Ill11<[', of I Il:lhlties Rl:ljI If!',
Same a~ \I1O\e
Same ao \hO\e
:'1 II
=5
()
SllBTOTAL FOR STAGE I
5 of 20
Test Test
Ouant Unit Unit Fee
~
h
EA
EA.
$ 3 3 00
EA
$33()()
$33.(j(J
Fee
SI6S.DO
$231! j()
$19811(j
$]4,97] .00
Date: 09.'] 1/06
ProJert:Lmdale-Chenoweth Suhdi, isioll Area Drainage Improvements. Phase 1. Part B
Proposal ~ 0 P081406A
Client: CII' of (orpus Christl
Test
FreQuencv
Item
Ouantitv
Test Test
Ouant Unit Unit Fee
Fee
PRo.l ECT '\ O. 1243-Stage II. ( uh ert B2
Stormwater Impro\ ements
Tv 7' Box Culverts 15' 0" Cut) ! 1] 09 LI !
Sa! npll i<lrgl
Stllh.1a;" i'roet'!
I,
uh lTt I 'cr J)elh1!' ill r i I
uhTn
21)1
EA. $45 ()() $45 i )0
EA $153.00 $15300
1 .1 ! I')
2X EA. $3300 $92400
EA. $45.00 $45( )0
EA. $153 00 $15300
'!21
(;
2X EA $3300 $924()O
111 )lal'. 1 cn.~l\iec 1950/( SIcl
1lI111,! ,pel
r
,un ,\! uf I ! r
',un 'l' of t"'ltle~ ReulIiH li
6'x6' Box Culverts (6' 0" Cut) 192] LF'
Sal nplt: ,aq.!l
')[:udal, mlt,
In. 'laCe I C:llSJko! ')5% SId
111l'!,1 ,peL:!
( I' 'Jlvert I\.T Den,m l',.-r II
j< ( I , ,1l\L:1'
\Uf1:iK uf: tll
\UI1()l' Uf'ebJtle~ l-\t\]III!"j
"111
Manholes (2] Each)
C<1llcnte ( 11!ider:-- (:-..ets 01 c:)(, ",( i):,\ I 2X I ia \ ~ I
'\ umbel ) 'vIal1l1l ies per 'It
"umbel \ilallhlc~
'\lil'thel ,eb >tvhnder>
2 ]
4
SETS SlO1.00
$404.! 10
Inlets and Extensions (46 Each)
Clllicrlte ( 'Inder, (:-"dS of 1) I' ill "S! 2X 1,:\\\)
\ umhel l' I nlc\ leT set
\ umhel I' [nlc\
\j Ui nhe! J set:-- ,I \lmder:--
46
x
SETS $101.00
$ XOX ()O
60" RCP Culverts (539 LF) (I..r 0" ('ut)
'n-ilac( ,\:nsJt".'~ 95% Sld '\( \1!1I,\ IT "'Pel: I
r 0' I r1Vl:r' plT [)en~ll\
f. 0' liver
11m' (' ')1': It
un1"'e' :lfI \'\J lUes RClililwi
~(j(
51()
1..J.
3/\
EA
S3300 $1,25400
6 of 20
Date: 09 Ii 106
Projert:Lmdale-Chenoweth Subdivision Area Draina~e Improvements. Phase 1. Part B
Proposal '10 P081406A
ClIent: Cit\ of Corpus Christl
Test Item Test Test
Froouency Quantity Quant Unit Unit Fee Fee
30" RCP (ulverts (018 LF) 110' lI" Cut
III 'lac : vnsn]t.~ , \)50./(.1 :-;td \ \ I,n, irt :-']1Cl ,
, uln.n IS J)en~I!' '=:11<
"
:tlnn (dX
'un inl' of Iii ]11
'uIJ,hv' of I )el!~ltle~ Ktlj!.llltJ 31 EA S33.00 $1,02300
24" RCP eu Iverts ( ! 44 LF) (7' (I" Cut)
In. l'lac,. ICl1S1Ile~ ')5%, :-;td ",,) \ I, il': ire :-. ]lec
I, (-I I ulvnl I 'l:r Den~1l \ ~(J/
F (! I ulvu', 144
\UHilll ill [ ,11
,ull:IK of CJ :'l1le~ RtlJil!I. J 5 EA $33(J0 $16500
6" Concrete Curb and Gutter (4,497 LF i
C.noltel Il!lder:-l:-.etsot~)( ',,1 :):-;[ 2X !a\~1
,f:-;:<!lvalk Ill' ~t:t ~i II
,fSir!cvan
"llIllbt! ~et:- >Ivlmder, i<'i:mc'd
ill-Ilacl i'C11SIlIC~ Ijehiml ('m! \: (il1l1< ,. (1):''',,:-;1 I. !Ii! 1]IOJ~t ~pecl
I. I I urb (utter DC! : \' ~ll
I , Irb,\ ( 'utter
4,4 In
l)
SETS $101.00
$')0')1)0
'::(1(
,UIl 'it' of le::hl1les I<.eqlll!.,]
4,497
23 EA $3300 $759(JO
3 EA $489.00 $1 ,467 (JO
2,41,1
](1,341
5 EA. S7600 $380.1 )0
3 EA. S45.00 $135110
3 EA. $153()() $459110
4.' " ,
11(U45
28 EA $33.00 $924.()0
2" lIMA( (10,341 SYI
HMAC Full Series
:,)fl:ll ,-i'lace )UbltJe>
\/ (I I \1A' rLT l)ell~H'
y! \1/\
,1lITd'l' !If lLd In-f.llac, "lJ~!lJCo !{eqllJn:d
Compacted Raw Sub~rade (110.745 SF)
";alliplelurgl
";taJ,darc', f",lC(cl
11-' lacl "'IlSI!i",' ')5C~,() :-;t(, i,' 1I1"1~1\; t: ~J111 )
~lreet llt'J i)enSi!'
:'"ee\
.Ul11' u olfl 'en-nies ReLjllll"
7 of 2C
Date 091 !/06
PrO.lfet:Lllldale-Chenoweth Subdi\lsiol'\rea Drainage Improvements. Phase 1, Part B
Proposal \i 0 P081406A
Cliem: Cm of Corpus Christl
::' EA $45.00 S901lCi
::' EA. $15300 $3Ci60(J
'+.1 }I I
11(1,745
::'X EA. $33.0(J $924r)0
EA. $1OX.00 $IOX O()
EA. $25500 S::'55.00
Test
Freauenn
6"Crnshed Limestone Base IVlaterial (110,745 SF
';;amplt i iargl
~tlildal roc1([
ill. 'Ial" eI1.~]h'c (1)5",,, :;1cl
~ f', I ~. !.rect 'll" !)en~ J1.;.
,I, I j :.treet I "illb
I nCl],t. T 'PCl I
'-lll1illl' of u"]tles I<Cljllilld
\tl :rhl'}~ IrIlI] "
\1, 'aSli lS~
4" Concrete Sidewalk and Curb Ramps (17.815 SF,
( lIlCJ.. te ( 'lIIder' I :-,ets 01 l) I' I( I 1):-; I ;:;:-< I lays
";1 ,C;-;.lL val); )'.,et
"I ,r:-,dl can
...k( H
"\i' !loC', set,
dmL1LT'
:iIIL..,]
6" Concrete Driveway (6,254 SF)
(llill"ll'tC( '1Iilder'(:~ets()I')("'1I ''';1 ::'XI1a\,)
"', ,(SHIl valk IlU set
..;" lCS"iLvalk
'\ulllhei ) ,elc d'.'lmderc 'Z:.' iLlir,'d
-+ (illl
\\ ATER IMPROVEl\1ENTS
6" P\ C\\astewater Line (4' 0" Cut) (600 LF)
F mal .ack il
";ampk "urgl
"tal,d,m i J' 'OCtl ,
n-I lacl 1.'nSI11c:, ')5"1,) Std ]!II']SI 'pel I
F ( , !'cncL Pi r DellSlt' 11.1 1]1
"( lencl
.UD:iCC' of i 11
.UIl, 'l' ,.)f I 'el ',.ltIes Requ ni' l
8" P\C Water Line (5' 0" Cut) 1225 LF'
Fuu] hack
-';,m :ple '1 urgl
~tal Idar, i huet,)
'n-I'lacl <..'1151\"-> ')5% Std ] ii Ill< list nel i
F 0' I Tnch per Den~]t\ pc Ii 11
'C' '1 Tncll
',lIl11''''e' l)f I n
".umiil'! ofl lelhnies l{eLlllIll'l
:-;;tllle a~ \110\l
;-;;une as \bO\e
::'11/
8 of 2C
Item
Quantih
Inn:'
(,,::' ).+
::'::'."
:'
Test Test
Quant Unit Unit Fee
Fee
)
SETS S10100
$505(10
::'
SETS $10100
$::'0::'.00
(,
EA
$33.00
$198.00
Date 091\/06
Project:Lindale-Chenoweth Suhdivision Area Drainage Improvements. Phase 1. Part B
Proposal" 0 P081406A
Client: Cm of Corpus Christl
Test
FreQuencv
8" 01 Water Line (~' 0" Cut) (1:;9 LFI
lllal {ad'ii
...;ailpll i largl
SL':JdaJ 'rOCII!
]Il~ 'lac
Same ,1:- \11()\ e
"allie' a> \h()\ e
J.
cmIlie> i9:'i~'p :--1<1 e IIp'l:-1 ,pel
I'em:! rl.T Den~lt\ I"
'::I)i
lenl!
'-un 'li' of I I!!'
\UII 11' of 'U,:';Jtles l<tljlllI,d
6"01 Water Line (4' 0" Cut) (313 LF)
hnal Had !il
Saupk largl
Sl:lId,ll ! nxt!
In~ 'lac c:nSIlIC:, '):;0/11 Std
Same a:- \110\(:
Samc a, \I](l\ e
III'I~I ,pee)
]., I rencl'r..TDen~i1\ ['11111'
'i renli
,unlllC' ill'i ,11
\umht of 'C:bJtleS RqUilcd
:'Ilf
4' DI \Vater Linl.' 13' 0" Cut) (61 LFI
I'llla' )ad ]
";iU: Ipl\: 'lrgl
"1 a'ldar ' I "Oct<
[r"i'lace .'ll51\IC:- '):;'~II:--td II lnll~\ .peel
F ( 'enel P'5 Densll '. Pi I I Ii
F ( TIlCI
"lindie' of I in
'\lll"'l' of! C1 -.llleS i\eqlll'd
:--ame a~ \110\[:
Same ib \l1o\e
.:( H
\\ ASTE\\ ATER ll\lPROVE:Vl PHS
8" P\CWastewatl.'r Line (7' 0" Cut) (432 LF)
FlI1a] Hachd
";ample ']nrgt
";tamlard I'mctl
'n,' Ian! \.'llS1\k'S i 'j5% :-Itd Iii mlllSI pee 1
l I'enel pc r Dellslt" pl'r lit'
I (' 'enel
'. uml)u I)f I It
':UJl1!'t'! ill' ['cr. nics Rl'lJlIl!'
9 of 20
Item
Quantih
15')
31,
.+
(ll
Test Test
Quant Unit Unit Fee
'i
4
"7
:<
EA
Fee
EA.
$33,00
S] 3200
I:A
$33.00
$23 !(IO
$3300
$99(10
Date: 09] 1/06
Pro.ject:Lindale-Chenoweth Subdivision ~rea DnJinage Improvements. Phase 1. Part B
Proposal '\J 0 P081406A
Client: Cin of Corpus Christl
Test
Freauenn
Item
Quantih
Test Test
Quant Unit Unit Fee
Fee
'1\1 anhole Rehab. 1.4 Each J
'l1cde nder, ('eb 01 \ i I \ I' 1'-;1 21< I
'\uIlht ( \1anllllcs per ';l"
',\l nhc" , \1ardj( ics
~
\.\[nl1l'( set.
vlmdl'r..
SETS $101.00
$ 1 0 1. (J(J
2004 STREETS CLUSTER 6. STORM WATER FUNDED
24" RCP Culverts ("'95 LF) (7' 0" Cut)
In, 'lac j cnSlllt,. '):'0,'0 Std
F I) , lllvert rer Densit:,
,i I llhcT
\Ull'1L (If!iI!
,un"'o(' of 1 'el'ltles
I \1"]SII.ire -;pvl' I
:21 H
79:'
-;
2x
EA
$33.00
$ <)24 (J(J
Inlets and Extensions (28 Each)
(,mcrdclllildero{2'"-etsoj\)(\ "II )-;! 2Xlla\sl
'-ulI1bel lnlch )'cr set
'-umbel Inlcb
'-lIIIlIX" .;ets d dmduc
21<
:'
SETS $101.0(J
$:,(J:,I)O
Manholes (10 Each)
CilllcTdel ll!1der~(;-.ctsof')(' "I i'SI ,2X11a\sl
'Julnher \1anhllcs per ,vI
\UUbCi I 'vlanlllic.;
'\.iUlnl1ei ",ets ,I \linderc
y,
\V\, 'T ])en~l1'
.:'AI
If
SETS $ 10 1. (J(J $202i)0
FA $4390(J S439.()O
\ -'"
EA. $761l0 $ 76 Oil
FA $45 00 $45.(J()
EA. $153.00 S 153 i I(J
3,375
3 EA S33.00 $99{J()
2" HMAC 1375 SY)
'1\ ]'\C' I Sene,.
',lrcd -I'laCt ! 1, il.;ltie~
y, I \lA
.un :'U if' ir Li In-Plal'l ]...TIo<lll' ZeLJlIlrcd
Compacted Raw Subgrade (3.37';; SF)
..;amplelnrgc
''';taIiL1ar,1 j'(lCVY
!n-i lacc \:nSJlll~' ')50/0 SId dl 11 (1)\", llP! I
'I' "'rcetl'er I iensll\
. j. ,,:reel
11l1lnt'T ofl ),:INlIes Rcqlii'(,
-4.JHJI
10 of 2(
Date 09. ] 1/06
Projeft:Lmdale-Chenoweth Suhdi\ision Are;l Drainage Improvements. Phase 1. Part B
Proposal \i 0 PU8] 406A
Client: Cirv ofCorpns Christl
Test Item Test Test
Freouencv Ouantih Ouant Unit Unit Fee Fee
6"Crllshe(j Limestone Base Material (:I ,75 SF)
')ar ;lpll " ,argl EA. $45.00 S451JO
')[;uldaJ C(JC1, EI'\ $15300 $15:1110
'11 'lac ,'11:'11 v ,:::0'0 Std " !1 pi
, i' "'reet )C [ )en~ 11\ -l.J)f Ii
;1, I ",j reLt <me, , ,:P:,\
'lH"lc' 01 'l'f ,'(tie, " eq '. ( Illd , EA S3300 $9900
PRO.JECT 1\0.636;. STREET FLNDED
2" Hi' 1A ( (13,600 SV)
! j\ \1 'I SUl -1- EA $489.00 S1,95600
!;:d ,,'lacl 'IlSltle,
"v '\it\. l' ~:~r DelbH' : .4( H
\ . \it\. l3.(1)()
~ f
,umilt ' of )f"d In-PlacL ),,;11:- Illl" '~elj\llrCLl () EA. $76.00 $45(1)0
Compacted Raw Subgrade ( 153.396 SF
"ill lip It 'I urge EA $45.00 $4500
-)lalldarl [t'lCt, EA. S 153.00 $153110
1,- , lacl ] ','11S111 c:- l) 5(~/() ~td II thll oJ" I
I
I l' ~:reel 1 'L'] 1 )ellSll'. ,t! 1111 '
I t, ~' reel 153,3')6
,un, 'l' )f i ':1 '-Illes ReljllJ:, ~') EA $33.00 $l.287 00
6"Crushed LImestone Base Material (]<;;3,396 SF)
';,UI 'J! 1c '!urge EA $4500 $45.00
~talldar, : I"'oct< I EA S 153.00 $153.()O
n-"laCl '.'I1S11l'.' e ')5'% ~w " I " ill lnt
f :-:1reet ! 'ei )enS1\'. 4,li1il
'.j ,,:reel - anee 153.3'J()
, t1l11' e: ,)f: \~l!,Ities Requll\' <'J EA $330(J 51,2X7 UO
4" Concrete Sidewalk and Curb Ramps .45.075 SFl
C'licrcle ( lmder, (~ets of 1 ) (',' ,I I)~ I 2X I )avs I
')F fSlde'va!k pe set
,';1 f Sllk',all<
''-lumber <i.;et, 'I' \'linders), l,:dTnrl
..LO( Ii
..J.5.()7"
12
SETS $lOl.(JU $1.21200
11 of 2(
Date 09'11/06
Pro,ject:Lmdale-Chenoweth Suhdivision c\rea Drmnage Improvements. Phase 1. Part B
Proposal ~ 0 Pllg I 406A
Clienl: 01\ of Corpus Christl
Test
FreQuency
6" Concrete Dri\e\\ ay (17568 SF)
I Ilcr-.:te,inder. I 'ct~ of~, " "1):-;1 ;2~ 1 ):1\"
:'1 If:--dlxalk pc ;',ct
,";1 )/:--,\, .van
.j..1 I! I(!
"\' nbuI ,et", 'vhndl'r< !-Z,qlllll\1
6" Concrete Curb &: Gutter and Curb Ramps (10.33~ IF)
( ,ner 'It ( lldtr- I'ets of 1! I' ,II i>:-;! ; 2X ! )a\"
If )f"dL,.\alk III ,et
; f )/'" ,,j,\vaIL
'\li!l1bu, ,et~)! 'ylmc!er:- IC,julrcd
In- )Iac I cl1S1l1c:- Ijehind 1 'elr! \: (lull r (Ii ~I' Ii ,--;1 d ,L, !] II>lSl. ~pt'C ,
i'-I!' llrh'\':,(;lltterpcr 1,1"q :';11
F I I , urr\ ( :utter
.)1 ,I!
\Ullill( of! iCl"Jtle~ Re'_lulled
PROJECT NO. 636:, FIRE PROTECTION
4" DI Water Line (~. ()" Cut) 122 LF)
F mal iaek i:l
'),unp It '] ,lrgc
')talillaL i i "'letll'
']j-i'lacl i ',,'I1Sllie, 1)5% "tll ! J l]~l 'pec I
!'enell pcr Den~1t\ illlllf'
F I' ] 'elKi
',ulld'L1 ;)f In.
',\Illihu ofl 'clHtie~ RCqlll'
8" P\C "ater Line I ~' 0" Cut) (3. 781 l F)
F IIltl hack
--;,ullplc 'Iurgl
'>tandan! i-'I)ChiJ
in-I lace Ui.:JL"itJl'~ 95'Yo'>td iiI' n]( ;i~t pee I
I ()' l-enclt p( DelNt' ,)l lill
1 >cnclt
',umi,C' .)f! tt
, limit" \,f ]i,!lbll1eS IZcquin,
:-;,Ullt.' as \bo\'c
:-;!UIlC a~ \bo\(.'
~( !(
12 of 2C
Item
Quantih
I/,-'h?\
)(1.33)
]IU3~
,US]
Test Test
Quant Unit Unit Fee
() :;
)
Fee
SETS S 10 1.00
$505,00
21
SETS $101.00 $2,12100
5~
EA.
EA
$3300 $1,71600
$33.00 $3,13:;00
Date: 09,11/06
ProJert:Lmdale-Chenoweth Subdivision Area Draina~e Improvements, Phase L Part B
Proposal ~o P08l406A
Client: Cit\' of Corpus Christl
Test
Freauencv
PRO.lECT '10.6392. ADA ACCESS II\IPS. .\T ALAMEDA
6" Concrete Curb..\: Gutter and Curb Ramps (8.496 LF)
(' [1\>:te lnder I. >et~ oj', II' Ii' 1':-' I :::'~. I ):i\~
i I ,r:-,j, \\alk pi ~et ~! I
i! ir:-,jl,valk
"wnht" set' !lvlindtT~ ',ze,llIlred
IIH)!aci. CnsIliL" Hehilllll.[lrll ,_I( (rull r (q~lIl1 'i'd, II! r1l(liSl spec)
F LIrb ,\: { 'utter per : )cll~!l . 2r"
I: I llfb (!utter
'.lImhl" of! !Cl'~ltles Ft\j'.liTlJ
SUBTOTAL FOR STAGE II
13 of 2il
Item
Quantih
?iA%
XA')()
Test Test
Quant Unit Unit Fee
17
Fee
SETS $101.00 $1,717.00
43
EA.
S3HH) $1,4] (H)D
$35,729.00
Date 091 ;06
Projelt:Lmdale-Chenoweth Subdivision Area Draina!?,e Improvements. Phase 1. Part 8
Proposal No P081406A
ClIent: Cirv !If Corpus Christl
Test Item Test Test
FreQuencv Ouantih Ouant Unit Unit Fee Fee
PRo.lECl 1\0. 2243-STAGE III .(TL\ ERl 83
STORM" A fER IMPROVEME"iTS
7'X5' Bo:\ Culvens l'i' 0" Cut) , 160 LF
,"j 1pk argl EA $4500 $45,00
"I;11dar, /n)Cl, EA, $153,00 $15300
In 'lac I UlSlll:.::- " ')50/1) :-,td III u ,pel
II 1 ulvert I'IT De]]~m J' ,'I it :2r It
L' 1,1 I '.lIven 1 G' i
i
,UlI ')L Ill' !Ii "
'llIL'K of! Tl"ltles 5 EA $3300 $165()()
6'x6' Box Culverts ,6' 0" Cutl I 910 LF'
":;cU; 111 Ie 'large EA, $45,00 545 J 10
"taIK!aJ ; ,ruC!,,) EA, $153,00 $153,00
In-i'lac, ,:nSJlIc~ ()5~/o :-,td Illlll:--t ,pel)
F I 'tiVlT' J 'iT !)e]]~I1 \ lilt ~l II,
I 'iiVlI' iJll)
'UIl iI Ii of 11 G
\ UIl !I)l of! el',lties I\Ccj!m< ,I ::X EA, $HOO $lJ(41)0
5'X5' 80:\ C nlverts ! 3' 0" CuO ( S48 LF
";,Ui III It 'IIrrgl EA $4500 $45(10
"t,u Idcrr i 1''-oCll EA $153 00 $1531)0
L-' lan 'IlSIlI e~ Q5O/n :-;td ,I Inll~t peel
I. (,I , Iivert peT De]]~11 \, rei 1 III ~I II
, 1 ilivL'l ' X4X
,UIl/"l'! 01'1 111
,un,ilU off Cl"l1leS i{equlI ,d 13 EA SHOO $42lJ,')0
Manholes (20 Eal'hl
C, il1crde ( P Iderc (:'<e1S of') ( 1 III '\i 2X I ,'Ii"~, I
\ umber vlaniluies per ~C\ I,
\ulnbel \!lanil(! !e~ ::(1
-..Jlll!lbc! I ~et-; ,I \lmder, 4 SETS $ 101 .00 $404.1)0
Inlets and Extensions (44 Eachl
Cuncntc ( 11) Ider, l:--C!s of :<) (~ I ,( I)" I ~X 11;('.,)
'\J umbel ) J aiel, )t.T set
\j llmher , ! aiel
'''ili'lhu .;et, ,t ':Imdcr~
(
44
K
SETS SlOUJO
$XOROO
14 of 2')
Date' 09 fll /06
Projr('t:Undale-Chrnoweth Subdivision Area Dr~linage Improvements. Phase l. Part B
Proposal 'I (J P081406A
Chenl: Cilv of Corpus Christl
60" RCP Culverts (169 LF) (14' 0" CUI i
In 'lal. ! t~nSll!e' 195~'1' :--;1d _ '" \1<n, me :--;l1el
" !lIn"1 ,er DUNt
uh l1
"un (I)L III 1
"'Ult l111 'v ,~illes l~cq\l'nL1
Test Item Test Test
Frequencv Quantih Quant Unit Unit Fee Fee
:2iH
1 (,')
14
I::' EA $3300 $ 3 96 00
54" RCP Culverts 04 LF) (l S' 0" ( lit)
In )]ar- I eI1.<;1Uc, (950/" :--;ILI. \1\)1:- ifC :--;Pll i
F
uhcrl j'er Delb1t'
!Ihl!l
\llll')"l1fi 11'
.:'!J!
~-+
I:"
'\(lIlliK' OfC1!SltJe:> ReLjllllld
15
EA.
$3300
S495 00
36" RCP Culverts (274 LF) (10' 0" Cut,
IJI-"lac, I ensI11e, (()5~" SId. l \lllls1ure :--;plC !
F -,I' ulvc'n I'ef Densit\
l' (.j l lllvLTt
~II!
',un
of '/1
::'74
III
'oun ')C of!>eJ'ltJe:>
d
14
EA.
$33.00
$46200
30" RCP Culverts (153 LF) (10' 0" CuP
In-I'lace lellSItles ')5% SId
F ( ! 'lIvvr! 1"T I )en~il\
F ( I ,lIvl'r'
'lllldlC of in
~Un!hl of I eli~1ties I<Ct]llJr.d
! \ II )L" Ife :--pec !
2! I(
] -" '
](,
x
Ell.
$33.00
$::'64.1)0
24" RCP (ulverts (262 LF) (7' 0" Cut)
n-i'lacl 1(~nS1tle:- 950/0 :--lId
F ('! ( ,liver! PiT I )eINl)
I: (': (liver!
,uni'lc, llf I If!
,Uml!l' llf !el>ltw:> Requll .,1
\ I I ) i ~! 1 re :--; J1c'c' !
~( II
::'(,2
jO
FA
$3300
$330.()()
15 of 21!
ate: 09;11/06
Pro.jed:Lmdale-Chenoweth Subdivision ~rea Drainage Improvements, Phase L Part B
Proposal \0 P081406A
Clienl: City of Corpus Christl
Test
Freouencv
ltem
Ouantih
6" {'oncrete Curb &: Gutter and Curb Ramps (5.! 51 LFI
( ,nude .indu ("t't~ or 'II' '!':-;I ~~ II;!\~
I Ill> j, ,\alk Ih set
L I ,1:--., It walk
:",1 :' I
"l!'nhc'
In-; 'lacl
~eb 11,ylmdcr,'kqultcd
cnslte~ Hemnd I url, & (,utl r (1)''',,:-;, d . 1,1' 11Iul,1 ,pec)
nrh i.:. (,utter per J,II,It, ~II'
urh ,\; I 'utter
\,un,i)I' of 11eJ!,ltle~ RCLJunul
:'.1:'1
2" HMAC (IO,73S ~Y)
H\\(
II SU!L'
(.;ed '] 'lace! knSltlb
;y, \L\ er DUNl
''r \t\
\un PI' of ,it('d In-I)la(1 e]]~IlIL" !{equlred
Compacted Raw Suh~rade ( 110.601 SF
SaIl)) It ,trgl
:)landarc: ! rOCh
In- 'lac I tTIl'IlIC:- ')50/11 :-;tcl I'. II 1h" IIpt
;1' I :,ireeIJc: 1 )eD~Il\
;1', >lreel
"UD ill: of I 'CJ-;1t1e~
6"Crllshed Limestone Base Material (] 10,601 SFl
:);lmplt i '11argl
-';lamlar,l roC11
In-i'iac, 1,,'nSltlc:.~ .')5% :-;td
,I; I >:reel nl" I)eD~ll\
iii "pi
;1; :-;'reel
I . am; -;
\ un iI 1(' uf ChJtle~
\ttc,hurg] .l1m
\bJ";'cl'1l I (
4" Concrete Sidewalk and Curb Ramps n4J15 SF)
( 'lllCllle (linder, (>Cl~ 01 1) (, III ,):-;! ~~ i ';1\')
-.;;; )rSidevalJ.: 11L' ~cl
,,:. )r~!\k\alk
"umbel ,et:,. II. vlimier~ I{c"! l!lrcd
-1.1,(>1
l-+.l~:,
16 of 20
Test Test
Ouant Unit Unit Fee
11
Fee
SETS $101.00
$1,111.00
2(,
EA,
$33.00
$x5XOO
EA. S4X9.00
S4X9,OO
-+
SETS $101.00
$404.00
Date: 091 i 106
Pro,iect:Lindale-Chenoweth Suhdhision Area Draina~e Improvements. Phase I, Part B
Proposal No: P081406A
Clien I: City of Corpus Christl
Test
FreQuencv
Item
Quantitv
6" Concrete Drhev, ay (3.490 SF)
n~' .,k ndCl' i,cb or "\ Ii i> ::'X I l;l'-'
:--1 ,f:-'h,h,vaJk p, " ~et
:-;1 }f:-,,,h\valk
'\. urnhu ( ~el"l ,:','linLlcr., I<UlllJll'Ll
'+.1 if 'I ,
lA'.lli
\\ ATER IMPROVEMENTS
6' P\C "ater Line 14' 0" Cut) (52 LF)
J l1al i sad "I
":\1 (ipk IIargl
'It:ulLlald IOC!' r
in, )Ial", I cnslt:t~ (95(~io "tLl "ILl'I,1 'pel'
j. "enli. liT Den,11\ I'i" ill!,
,en.:!
,mu)I':)1' it"
\lln;i)l' of l'cl1~Jties Rtqllllic!
12" PVC Water Line (6' 0" Cut! (52 L F I
II1:a) ! ,ael< III
'ldilple. ,lfgc
'll~li Klar.' :fOC!'
In- )Iae, eI1Sl!lto ,950/0 "tLl
"all1c ao \hO\c
:-;all1c a, \how
, IlhJl,I..pte)
I; t,j rench 1','1 Den,i1\ p l! 11 n
F ,! Tnl'
'Ull tlf i It
::'111
~-=
(,
\ un ,Ill' of 'Cl,mes
!l.d
12' DI Water Line (6' 0" Cut) (14 LF)
Fmal Hacklli
..;~U np It 'i dIgl
'll<lilC!;m' IrOCli
Ii-, lacl i.'I1Sl!IC, ,')5"/0 "tLl 11 1111)],1 ,pce)
F (I renel peT DensJt\ I'Ll I] I'
F (.: 'enel
;uml1cr of I I t\
"llm11u of I cn-;ltIes Reljlm..d
:-;al Ile a, \ho\'c
:-;~UI1C a, \hove
21 II
14
h
17 of 20
Test Test
Quant Unit Unit Fee
SETS $101.00
(,
EA,
$33.00
()
EA.
S33,OO
Fee
$101 00
$liJXUO
$19XljO
Date: 09/11/06
Project:Lmdalt-Chenoweth Subdivision Area Draina~e Improvements, Phase 1. Part B
Proposal '\10 P081406A
Cllen!: Or\ !If Corpus Christl
8" OJ \Vaier Line (:'-' 0" Cut) (' 2 LF)
I'Lal jad'l
"al ilpk I :argc
,St:mdar:,; r(lCl: r
ill' 'lac cnSII't', i 9,';"'0 :-;td
11:"1'1 'pee'
Test Item Test Test
Freouenn Quantih Quant Unit Unit Fee Fee
"amc ao \bo\c
~allJc a' \ bm c
2()(
:,")
-
~
~ EA. $33.00 $165(J()
I' renl'li I"T f)eJl~1\~ IT' 111\
I ,en c I
"Ullinu of! In.
'- llI1:')ll of L'J :~ltJes RCLj ILl nl
6" OJ Warer Line (4' 0" Cut) (213 LF)
]11;11 Jadlil
"',lllpk ,lfgl
..,t,udar' i roc It
In-ilIac: I c:nSltIC,! 95% :-;td
F t! ,encL I'Ll Dell,il',
1, tt rene!
..,al1le;1, \bU\e
:-;alllL';1, \bme
J Ii: ",I ,pee)
1 iI:
~11i
213
'- Ull ;! It' of! I Ii
\un h.! of! :ll,It1e~ I~t'clll!r.d
.+
:'\
EA,
$3300
$1651)0
\\ ASTE\\ ~TER IMPROVEMENTS
18" PVCWastewater Line(11' II" Cut) ,261 LF)
FInal f jack IiI
Sam pit ,lrgl
"'l,ll Idar,' in lCt,
In-I'lac! :CT1SltlC,,95%Std II. ll""st ,pee)
I. ( renel pll Den~]1\ )'" I III'
F ( "encl
'U11!1!li of 1 In
,um:)c: of Ilk;Jtie~ Reqlw.d
15" PVC\\astewatel Line (11' 0" (ut) t20 LF)
Fllall,ackill
"ill! Ip 1t 'Lirgc
..,t<u idar, I 1''( lCtt,!:
in-lfaCl I !~I1Slt1c~! ')5'Y" :-;ld ii' 11ll)bl ,pee)
F (!Ii "encli peT Den~It', pu 111'
I I Tnel
,umhu elf I !It,
,umber of I )eli~lties ReqllHL'tl
Saml' a, \bO\l'
S,unc a, \hO\c
::'(I(
2('
11
II
FA
S3300
$363,110
18 of 20
Date: 09;1 1/06
Projert:Lmdale-Chenoweth Subdivision c\rea Draina~e Improvements. Phase 1, Part B
Proposal ~o POS1406A
{'lien!: Cit\, of Corp liS Christl
I (I" P\T\\ aste'\\atel Line (9'0" Cut) ("19 LFI
Iii a' .ad'i1
-;rU'lp It (lfgl
-;, <" Idar "oCll
II', )Iac ',~ns1\IC" 'r:'o" :-.td
Ill, 'l~t 'I)(;e I
Test Item Test Test
FreQuency Ouantit\ Ouant Unit Unit Fee Fee
-;alIlC a~ \ho\c
-;;llnc a~ \hO\e
=tlf
51)
\)
24 EA. $33.00 $ 792 00
F { renel I't'r nell~il\ I" I 1111
1 i "enl!
" UII i 1( ()f! Ii
'llIrl1l of C]i'ltIe:> l~cqull,,1
] 0" PVC Class 900 WastewateJ Line (9 0" ClIt) (10 LF!
I'mal :,adt;1
-;,ll; Ipk ,IIgl
-;taJ1daL~ Irocl, I
'n-"]acL ,:IlSltIC~ ;\)5% -;ld II Inlll~1 ,pcel
F, 'encl, per Pen:>I\\ !"(] Ill'
I" "enel
'UDd'e oflltt
,UDi,c, of Ie] "Itie:> Re']lIJ:, II
-;aI nc a~ \ho\c
-;amC;1" \])O\c
'=:(!l
2('
'J
')
EA,
S33,OO
$2971)0
SUBTOTAL FOR STAGE [J]
$14,422.00
TOTAL OF \LL THREE ST\CES
$65,] 22.00
DEW.\TERJNG AND DISPOSAL
Initial Water tests (Ground Water)
1 'Ial Ii:>:>, ,d SulId
1 'lal 'll:>pt'!1ted:-,,'l1i':'
'1 'Ial ietrokll III I l\'dncarb, lJi~
'1 lal ead
BUILt: ,c
FA $70.00 PO()O
EA. $60.00 $60( 10
EA $120.00 S 120.1l0
FA $70.00 $70()1J
EA $ 80.00 $80( II)
FA $12() 00 $120.110
LA $ 3 ()(dlO $30().111)
FA S70.00 $70 ()O
FA S60.00 $60()()
1, :tal i ;TE
P,I\'11udea' mml'e I vt\roc,u'!1: 11
Initial Water tests (Receivin~ \\ :Hfn
11 U)'l:>:>';\ ,-d S(lhd,
cI Ita] > U:>ptill 1l:d :-; i ,11""
19 of 20
D,lte: 09/11/06
Projeft:Lmdale-Chenoweth Subdivision :\rea Drama~e Improvements, Phase 1, Part B
Proposal No: P081406A
Cliem City of Corpus Christl
Test
FreQuencv
\\eekiy Water tests (Ground ,\ ater)
"1 la: lJ~::--( \ ['ll Sl 1IIU
'J lai >uspc:mied :-" ,ILl>
1 'la! feln :c:u11H'dT lcarb,))]o
1 la' ('al!
BC)l/tl L
'Ita; )T1~
Monthly \\ ,lIer tests (Ground " ater)
P,IVih<':lc:, "lInnll' Ivdruc:ul"i!',
TRANSPOR-\TION FEES
ADMINISTRATION FEE
GRAl\D TOrA1
20 of 2U
~
Item
Quantih
Test Test
Quant Unit Unit Fee
Fee
:2 EA $70,00 S]4(1)0
:2 EA $60,00 $]20,00
:2 EA, $120,00 $24(1)0
::: LA S70,00 $14(1)0
EA SROOO $1()01)0
-, EA, $120 00 $:240,1)0
-
EA $300,00 $300 00
307 EA, $]5,00 $4,60500
$5300
$72,076.00
Exhibit B
Mandatory Requirements
(Revised September, 2001)
INSURANCE REQUIREMENT~
I. CONSULTANT LIABILITY INSURANCE
A The Consultant shall not commence work under this Agreement until
he/she has obtained all insurance required herein and such insurance
has been approved by the City. Nor shall the Consultant allow any
subconsultant to commence work until all similar insurance required of
the subconsultant has been so obtained
B The Consultant shall furnish two (2) copies of certificates, with the City
named as an additional insured, showing the following minimum
coverage in an insurance company acceptable to the City.
,...--.
TYPE OF INSURANCE MINIMUM INSURANCE COVERAGE
---_..
30-Day Notice of Cancellation required on all Bodily Injury and Property Damage
certificates
Commercial General Liability including: $2,000,000 COMBINED SINGLE LIMIT
1 Commercial Form
2 Premises - Operations
3 Explosion and Collapse Hazard
4 Underground Hazard
5 Products! Completed Operations Hazard
6 Contractual Insurance
-, Broad Form Property Damage
8 independent Consultants
9 Personal Injury
AUTOMOBILE L1ABILlTY--OWNED NON-OWNED $1,000,000 COMBINED SINGLE LIMIT
OR RENTED
WHICH COMPLIES WITH THE TEXAS WORKERS=
WORKERS' COMPENSATION COMPENSATION ACT AND PARAGRAPH II OF
THIS EXHIBIT
EMPLOYERS' LIABILITY $100,000
EXCESS LIABILITY $1,000,000 COMBINED SINGLE LIMIT
PROFESSIONAL POLLUTION L1ABILlTYI $2,000,000 COMBINED SINGLE LIMIT
ENVIRONMENTAL IMPAIRMENT COVERAGE
Not limited to sudden & accidental discharge; to include [ ] REQUIRED
long-tern environmental impact for the disposal of [X] NOT REQUIRED
contaminants
BUILDERS' RISK See Section B-6-11 and Supplemental Insurance
Requirements
[ ] REQUIRED [X] NOT REQUIRED
INSTALLATION FLOATER $100,000 Combined Single Limit
See Section 8-6-11 and Supplemental
Insurance Requirements
[] REQUIRED [X] NOT REQUIRED
~"._-
Exhibit "B" . Insurance Requirements
Page 1 of 3
C In the event of accidents of any kind, the Consultant shall furnish the City with copies
of all reports of such accidents at the same time that the reports are forwarded to any
other interested parties.
II. HOLD HARMLESS
A. Consultant agrees to indemnify, save harmless and defend the City of Corpus
Christi, and its agents, servants, and employees, and each of them against and
hold it and them harmless from any and all lawsuits, claims, demands, liabilities,
losses and expenses, including court costs and attorneys' fees, for or on
account of any injury to any person, or any death at any time resulting from
such injury, or any damage to any property, which may arise or which may be
alleged to have arisen out of or in connection with the work covered by this
contract The foregoing indemnity shall apply except if such injury, death or
damage is caused by the sole or concurrent negligence of the City of Corpus
Christi, its agents, servants, or employees or any other person indemnified
hereunder.
8 The Consultant shall obtain workers' compensation insurance coverage through a
licensed insurance company or through self-insurance obtained in accordance with
Texas law. If such coverage is obtained through a licensed insurance company, then
the contract for coverage shall be written on a policy and endorsements approved by
the Texas State Board of Insurance.
If such coverage is provided through self-insurance, then within ten (10) calendar days
after the date the City requests that the Consultant sign the contract documents, the
Consultant shall provide the City with a copy of its certificate of authority to self-insure
its workers' compensation coverage, as well as a letter, signed by the Consultant,
stating that the certificate of authority to self-insure remains in effect and is not the
subject of any revocation proceeding then pending before the Texas Workers'
Compensation Commission. Further, if at any time before final acceptance of the
Work by the City, such certificate of authority to self-insure is revoked or is made the
subject of any proceeding which could result in revocation of the certificate, then the
Consultant shall immediately provide written notice of such facts to the City, by
certified mail, return receipt requested directed to: City of Corpus Christi, Department
of Engineering Services, POBox 9277, Corpus Christi, Texas 78469 - Attention:
Contract Administrator
Whether workers' compensation insurance coverage is provided through a licensed
insurance company or through self-insurance, the coverage provided must be in an
amount sufficient to assure that all workers' compensation obligations incurred by the
Consultant will be promptly met.
C. 8uilder's Risk Ceo/eFale: CaRsl:IltaRt \',ill Be FespaAsiBle far pFe'JidiRg Bl:IilEler's risk
iAsl:lranse savoFage far tho term af the s9Rtmst l:Ip te oAd iAsll::lding the date the City
finally asseptG tRe prajest or 'Hark. 8l:1ildor's Fisk Sa'JeFage shall Be aA "All Risk" faFl=R.
TRa paliay shall Be a (;lempletea value form. The CensultaAt sRall pre'Jias sl:lsh
Bl:Iilder's risk (;leverage at least in the amel:lnt ef $ (
DOLLARS) whish is estimatea ta Be the 'Jall:le at sompletien af tho
Feal or peFsonal preperty to Be GonstrusteEl, repaiFea ar other:v:ise imprevea l:Inaortho
contrast.
Consl;lltant shall DO rosfS)onsiBle far paying all seats nesessar)' to presblro sl;lsh
Exhibit "B" - Insurance Requirements
Page 2 of 3
slIilser's risk Insw:anee eo\'era~o, inelllsin~ any seslletisle. TA9 City shall se named
an aEh:litienal inslIrod on any f:)eliey f:)re'liaing SlieR insbln:lRse ee'Jerago.
III On the certificate of insurance:
· The City of Corpus Christi is to be named as an additional insured on the liability
coverage, except for workers' compensation coverage.
· Should your insurance company elect to use the standard ACORD form, the
cancellation clause (bottom right) shall be amended by adding the wording
"changed or" between "be" and "cancelled" and deleting the words "endeavor to" and
the wording after "left", If the cancellation clause is not amended in the ACORD form,
then endorsements shall be submitted,
· The name of the project also needs to be listed under "description of operations".
· At least 10-day written notice of change or cancellation will be required.
IV A completed Disclosure of Interest must be submitted with your proposal.
Exhibit "B" - Insurance Requirements
Page 3 of 3
TERMS AND CONDITIONS TO AGREEMENT
ARTICLE 1, SERVICES: "LAS" will:
1 1 Provide only those services requested by "CITY ENGINEER" that, in the opinion of "LAB", lie
within the technical or professional areas of expertise of "LAB" and which "LAB" is adequately
staffed and equipped to perform
1.2 Perform technical services under the general direction of a licensed engineer and in substantial
accordance with the basic requirements of the appropriate standards of the American Society for
Testing and Materials. where applicable, or other standards designated in writing by the "CITY
ENGINEER"
1.3 Promptly submit formal reports of tests, inspections and services performed indicating, where
applicable, compliance with the PROJECT specifications or other contract documents. Such
reports must be complete and factual, citing the tests performed, methods employed, values
obtained, and parts of the structure of THE PROJECT area subjected to any testing.
1.4 Utilize testing equipment which has been calibrated according to applicable standards and, upon
request, submit to the "CITY ENGINEER", or his authorized representative, documentation of
such calibration
Secure representative samples of those materials that the City's Contractor proposes to use
which require testing, together with relevant data concerning such materials including the point of
ongln and supplier
15 Consider reports to be confidential, and distribute reports only to those persons, organizations or
agencies specifically designated in writing by the "CITY ENGINEER".
16 Retain records relating to services performed for "CITY" for a period of two years following
submission of any reports, during which period the records will be made available to the "CITY" at
all reasonable times
1 7 Pay salaries, wages, expenses, social security taxes, federal and state unemployment taxes, and
any other similar payroll taxes relating to the services.
ARTICLE 2. CITY RESPONSIBILITIES: City Engineer or authorized representative will:
21 Provide "LAB" with all plans, specifications, addenda, change orders, approved shop drawings
and other information for the proper performance of services by "LAB".
2.2 Issue authorization in writing giving "LAB" free access to THE PROJECT site, and to all shops or
yards where materials are prepared or stored
2.3 Designate in writing those persons or firms which will act as the "CITY's" representative with
respect to "LAB'S" services to be performed under this AGREEMENT and which must be
promptly notified by "LAB" when it appears that materials tested or inspected are in non-
compliance. Only the "CITY ENGINEER" or his designated representative have authority to
transmit instructions, receive information and data, interpret and define the CITY's policies and
decisions with respect to THE PROJECT. "LAB" acknowledges that certain "CITY"
representatives may have different types of authority concerning THE PROJECT
2.4 Advise "LAB" sufficiently in advance of any operations so as to allow for assignment of personnel
by "LAB" for completion of the required services. Such advance notice will be in accordance with
that established by mutual agreement of the parties
2.5 Direct THE PROJECT contractor, either by the Construction Contract or direct written order to:
"LAB" in providing services is not, therefore. to include any review of, or responsibility for, the adequacy of
the PROJECT'S general contractor's safety measures in, on, or near THE PROJECT site.
ARTICLE 7. INVOICES AND PAYMENT
"LAB" will submit progress invoices to "CITY ENGINEER" monthly and final invoice upon completion of
services. Each invoice is due and payable by "CITY" within 30 days of receipt and approval to pay by the
City Engineer.
ARTICLE 8. EXTENT OF AGREEMENT
8.1 This AGREEMENT, .ncluding Exhibit "A" and these terms and conditions, represents the entire
AGREEMENT between "CITY" and "LAB" and supersedes all prior negotiation, representations
or agreements, written or oral This AGREEMENT may be amended only by a written instrument
signed by duly authorized representative of "CITY" and "LAB". If any conflict occurs between
these terms and conditions and this AGREEMENT these terms and conditions are controlling.
82 In the event that anyone or more of the provisions contained in this AGREEMENT are for any
reason held invalid, Illegal or unenforceable in any respect, the remaining terms will be in full
effect and this AGREEMENT will be construed as if the invalid or unenforceable matters were
never included in thiS AGREEMENT No waiver of any default will be a waiver of any future
default.
8.3 Neither party will assign this AGREEMENT without the express written approval of the other, but
"LAB" may subcontract laboratory procedures as "LAB" deems necessary to meet the obligations
of this AGREEMENT
(a) Stop work at the appropriate times for "LAS" to perform contracted services;
(b) Furnish such labor and all facilities needed by "LAS" to obtain and handle samples at THE
PROJECT and to facilitate the specified inspection and tests;
(c) Provide and maintain for use of "LAS" adequate space at THE PROJECT for safe storage and
proper curing of test specimens which must remain on THE PROJECT site prior to, during, and
up to 60 days after testing
ARTICLE 3. GENERAL CONDITIONS
31 "LAS", by the performance of services covered hereunder, does not in any way assume, abridge
or abrogate any of those duties, responsibilities or authorities with regard to THE PROJECT
which, by custom or contract, are vested in THE PROJECT architects, design engineers, or any
other design agencies or authorities
3.2 "LAS" is not authorized to supervise, alter, relax, enlarge or release any requirement of THE
PROJECT specifications or other contract documents nor to approve or accept any portion of the
work. "LAS" does not have the right of rejection or the right to stop the work. "CITY ENGINEER"
will direct THE PROJECT contractor to stop work at appropriate times for "LAS" to conduct the
sampling, testing, or inspection of operations covered by the AGREEMENT
ARTICLE 4. FIELD MONITORING AND TESTING
4 1 "CITY" and "LAS" agree that "LAS" will be on-site to perform inspections for contracted services.
The "CITY" and "LAS" also agree that "LAS" will not assume responsibility for PROJECT
Contractor's means, methods, techniques, sequences or procedures of construction, and it is
understood that the final services provided by "LAS" will not relieve the PROJECT Contractor of
his responsibilities for performing the work in accordance with THE PROJECT plans and
specifications. For the purposes of this AGREEMENT, the word "inspection" is used to mean
periodic observation of the work and the conducting of tests by "LAS" as specified in the
AGREEMENT Continuous monitoring by "LAS" or its subcontractors does not mean that "LAS" is
approving placement of materials. Inspection is not and should not be construed to be a warranty
by "LAS" to the "CITY' or any other party.
42 Samples collected or tested by "LAS" remain the property of the "CITY" while in the custody of
the "LAS". "LAS" will retain the samples for a period of 60 days following the date of submission
of any report related to the sample. Following the retention period, "LAS" will dispose of non-
hazardous samples, and return hazardous, acutely toxic, or radioactive samples and samples
containers and residues to "CITY" "CITY" agrees to accept such samples and samples
containers
ARTICLE 5. STANDARD OF CARE AND WARRANTY
Services performed by "LAS" will be conducted in a manner consistent with that level of care and skill
ordinarily exercised by reputable members of the profession currently practicing under similar conditions
In the same locality. No other warranty either expressed or implied is made or intended by the
AGREEMENT or any reports. "LAS" will not be responsible for the interpretation or use by others of data
developed by "LAS"
ARTICLE 6. SAFETY
CITY" and "LAS" agree that, in accordance with the generally accepted construction practice, the
PROJECT'S general contractor will be solely and completely responsible for working conditions on THE
PROJECT including safety of all persons and property during the performance of the work, and for
compliance with all municipal, state, and federal laws, rules and regulations, including OSHA. The duty of
~~
Il"I Chnsti
CITY OF CORPUS CHRISTI
DISCLOSURE OF INTERESTS
~
City of Corpus Christi Ordinance 17112, as amended, requires all persons or firms seeking to do business with the City
to provide the following information Every question must be answered. If the question is not applicable, answer with
"N/A"
FIRM NAME: Rock Enaineerina & Testina Laboratory. Inc.
STREET: 4910 Nectune Street CITY: Corcus Christi ZIP: 78405
FIRM is: 1 Corporation_~ 2 Partnership_ 3 Sole Owner_ 4. Association_
S. Other
DISCLOSURE QUESTIONS
If additional space is necessary, please use the reverse side of this page or attach separate sheet.
1. State the names of each employee of the City of Corpus Christi having an ownership interest constituting
3% or more of the ownership in the above named firm.
Name Job Title and City Department (if known)
-~_.
2. State the names of each official of the City of Corpus Christi having an ownership interest constituting 3%
or more of the ownership in the above named firm.
Name Title
N/A
3. State the names of each board member of the City of Corpus Christi having an ownership interest
constituting 3% or more of the ownership in the above named firm.
Name Board, Commission or Committee
N/A
4. State the names of each employee or officer of a consultant for the City of Corpus Christi who worked on
any matter related to the subject of this contract and has an ownership interest constituting 3% or more of
the ownership in the above named firm.
Name Consultant
N/A
CERTIFICATE
I certify that all information provided is true and correct as of the date of this statement, that I have not knowingly
withheld disclosure of any information requested; and that supplemental statements will be promptly submitted to the
City of Corpus Christi, Texas as changes occur.
Certifying Person S;urtis A. Rock
(Type or Pnnt). . .
Signature of Certifying Person: ( .......1 . j~A. \ 'Qtr l.
Title: Business Develocment
Date:~t}b
EXHIBIT "D"
Page 1 of 2
DEFINITIONS
a
Board Member. A member of any board, commission or committee appointed by the City Council of the City of
Corpus Christi, Texas
Employee. An~ person employed by the City of Corpus Christi, Texas, either on a full or part time basis, but not as
an independent contractor.
Firm. Any entity operated for economic gain, whether professional, industrial or commercial and whether
established to produce or deal with a product or service, including but not limited to, entities operated in the form
of sole proprietorship, as self-employed person, partnership, corporation, jOint stock company, joint venture,
receivership or trust and entities whicn for purposes of taxation, are treated as non-profit organizations.
Official. The Mayor, members of the City Council, City Manager, Deputy City Manager, Assistant City Managers,
Department and Division Heads and Municipal Court Judges of the City of Corpus Christi, Texas.
Ownership Interest. Legal or equitable interest, whether actually or constructively held, in a firm, including when
such interest is held through an agent, trust, estate or holding enti~. Constructively held refers to holaing or
control established througli voting frusts, proxies or special terms of venture or partnership agreements.
Consultant. Any person or firm, such as engineers and architects, hired by the City of Corpus Christi for the
purpose of professional consultation and recommendation
b
c
d
e
EXHIBIT "0"
Page 2 of 2