Villages C P3&4-CS 980515May 15, 1998
TEL:i 972 294 z~6~
~n~
E~r~ B~tentlon Swt~rns
P. 002
Ms. Stephanie DaughRrill
Capshatv, Weiland, Goss and ftOwen
Attorneys at L~w
901 Main Street - 2600 N~tions Bank
c~allas. Tex~,~ 75202
ICE: Slope St:~bility/l~rosiea Control Structure
Lakes of Coppell
973 to 985 Parker ])rivet Coppell, To_x, ag
RFQ #1'777
Dear Ms Dnugh~6II
?louse fi.d ~tt. ached the letter detailings the price nd terms tbr tile pl'opoged work at rite above r~Perencc5
Note the ~el sbe~pillng is 0.40~ at the web. Willie tltem w~ ~om~ d[~c,sgion at the me~ti.g ]a~t
· erefore, tho pflee is subject to tl~e acccp~b/{iW of the mnterial ~s ~l~own on the a~chad ste~ sheetp[~ing
specification~ ~ted May 15, 1998. Ee~ee not= in our le~er dated May 7, 1998, it is ot~r ep/6on that 0275"
~deq~ale for fl~e proposed desi~ lite.
have any que~tion~, please con~t ~a.
11
t4~,-l$'~8(?Rl) 15;45
Crag Idea, Inc.'
May 15, 1998
972 2% 2664
~nd
E~h R~[onlion S~tems
P
Ms. Stephantc DallghgrJll
Capzhaw, Weiland, Goss and Bowers
Atlomeys 8t Law
901 Main Strut - 2600 Nat}cas Bm~k Plaza
Dall~s, Texas 75202
Slope Stability/'lgrostan Centre! Stm~chtre
Lakes of Coppell
973 to 985 :Parker Drive, Coppell, Te~aa
RFQ//1777
Dear M~. Daugh§dll,
in accordance with the atlaeb, ed rcvi~od conceptual pI~ view, cro,~s ~¢ction% and steel
specifications da~ed May 15. 1998, Crag Oldcn, Inc. (CO'C) wifl ~dmish engineered pl~s and comp}ere
in-place censtraetion (Desig~uitd) for a fatal cost of $378,~00,00 plus $9,465.00 for pe~fermant~e and
payment bond~ if~qulmd. Tiffs bid ~ricc ~ball be firm for a p~rlod of l0 day, from d~e date el'this loller and
~s cendidona[ open a~eement on a ~i~n conlract, The written contrac[ ~hould include die following:
Owner shall be underatood to be ~c m~ti~ or entitiex (~inglo enti~ or multiple entities =ign;ng
and ~evemlly) which ~mtl eater into a contract, The OWner shah he acceptable ~ COINC
¢umid~ sad*factory cvidea~ lo COINC that ha n~*sa~ funds al~ available m~d set aMde for d~c work.
Unles~ 5Bch re.enable evidence is ~mished, CO~C is no; r~ulrcd ~ ex.ute a con~eL to commence
or m com'inue ~e work
The price iS ¢ontlngent upon the availability of Lot 23, Parker Road, £cr stooge and access. CO[NC
shall clean aud g~'~le the lot te an equal or boiler coadkiot~ Upon completion of fl~e ',york a~cl ShMI seed
with common b~rmuda gross.
The price is contingent upon the approval of lhe Owner o[ the proposed 5reel sheetpiling as shown in the
attached ~eel shectpiliug specifications dated M,~y t 5, 1998.
G¢ot¢chnical consultation and eau~rructian material* testing sh'all b~ famished by Reed E,/$incet.ing
Group ar no ¢o~t to CO[NC.
COINC shall acuure and pay {'or pe/mltx relating to thc construction el the work From d~e C~I)' of
CoDpeH. I~ i~ und~rood thnt no addi~onal ~p~oval~ or pe~its nre ~qu~ed by nt~te or t~dem~
and/or o~1~ g~lgnm[ cnti~es mid ~ lh~o~ ,mt i~cluded. It is anfizipa~d that no ,~ite
~C-II tlood ~lain an~lysi~ for this Mcat/on [¢ roqtffred by the C~ afCopp.il, or any other
therefore .ot included in this price. I~ however, a ~C-[l flood plaln an~ysi~ j~ required, s Change
OrOer with additional eoa~ m~d ~ime w'II be mqmred.
ItC) Box 50(~0 , Li~o Elm, Texa,, 750~;8 · Dcdl~s 979. / 294.Sf)00 . 1-800.-GABIONg · FAX 972 / 294.2884 , w'.,rw qc~bion,eam
blAYi'-I$'9g(FRI) 15:46 TEL:i 972 294 2664 P. 004
P~gc Two
$I1 sfgg
Slope Stability/~rosion Control
L~tm~ of Coppell
6
T~c wall concept ~ show~ on the affached revised conceptual drawing is 5a~ed o~ a 50 year desig,,~
The ~[dc chnnn~[ concept ~ ~mwn o~ dt~ at~c[icd ~v~d conceptual drawing j~ b~sed on a 20
desigm life. (Desi~ life lime frames rc&rcn~d ~bovc shall I~ot ~ construed to ex~cmJ express
wa~.) Daligm life shah be undcrst'ood to mean the antiolpated life of materials trader normal
condi~on~ when tn~cqlled in ~e con~gumtion n~ shown on tho a~=ohed revised conceptional drawings,
nnd assume~ th~ ~oper care, min~nnce and re~airs ~e performed in = timely and ndeqnu(e manner
m~d ~at no mat*fial~ chan~a, altorntlons ~o~ tdditions ~ made to the work ' . '
( ncl,tomg
chang~ in ~y ams adja~nt to tI~e work a~d addiHoml imposed loads on th~ work or ~'ea adjacent to
· e work). '
It shall be understood that fittur~ mozlon beyond the uprtroam or dowlt~tream end~ of' the proposed work
er above th~ work or cmbankmBnt failures adjacent to the work may compromise Ge integrity of tile
proposed worlt if not remedi~ted in a timely and adcquat, manner,
The design 0ffl~¢ proposed work ~l,.:ll l~avc adequato capacity to will,stand existing lateral xoiI pressures
sad other e.~sting loads or conditions wMch could rcsulr in movement o/fl~e work. k is understood the
proposed work is not intend~ to ~pa{r dama~ ro s~nc~g ~ultiz~g from a preexisting condition.
Additionally, it i~ ~pee~ficalIy ac~ow c~ged that con~oh~llon or l~er~l movement of the so~ls adjacent
to this work may occur resulting in venial or lot,tM movement or displacemeat of adjacent existJng ~r
~tur~ slmC~s or other imp~V~en~s whether ~ueh o~ur~nee is at l]~c time of ~e work or nny such
time
Minor alterations to the aliffnmcot of the gablon ;vail and slope may be made by the hameown,rs at no
e~tra co~ provided tl~t continuity office wall from contlgmous~y adj~ent pro~enie~ ia not affe~ed and
tltat th~ wall {s not relo~d grea~ ~an 4 f~ from the ott~ide sheetpiling face alJ~menl as ~hox~n on
t ~e ~ohcd drawings ~ll decisions m~din8 alteatlons ~ the ~H~mcnt of~h~ gabion/stopc must be ·
made in a timely rammer during g~e plan pmpumtlon.
10. OWner undemtands that ~e meflmd used for placement of
cqutpmem. CO~C gh31l use app~priam ~i~ and s[yl~ fo~' the intended purpose and shall exemise
mamnable mm to lh~l excessive riparian in adjacent ~oil,, HOWeVer, in n0 ~on~ ~hatl CO~C be held
responsible for lay c]alms resulti~g from ~e tow or damahm to ~j~ent ~uctm~s, except those claims
~1. TT S~ BE ~5~RSTOOD ~E L~iLITy OF CO~ TO
CLA~G BY, TItROUGH OR ~R O~ER FOR ~NY A~ ~L CLAIMS, LOSSES, COST
O~ DAMAG~ WI~TflO~VER, ~G OUT OF, ~S~LT~G O~ ~ A~Y WAy ~LAT~D
L~ITED TO ACTU~ DA~GE~ A~ IN NO EV~T ~gA~ ~rCLUDE ANY
CONSEQ'U~T~L OR SP~C~L DA~GES.
M~¥.-]$'.9~[~R1) 15~46 TEL:I 972 2~q Z66~ P. O0$
~lc~,q 01' Coppel!
Warrm~W - COINC will warrant ~at the reParenced work will be free f~om def~.~ ~r* materia}g an3
w6r~mnshlp for a period of throe (~) yc~s from the date of final bilJlng. TFffS W/~E~NTy WfLL
~E LN LIEU OF ~L OTHER W,~NT[ES, W~TI*IBR EXP~sS OR IMI'LiED~ ~V[']'I~OUT
LIMITATION, &NY WARR~ OF ~RC~NTAMILI~ OR ~I~EgS FOR A PARTICULAR
PURPOSE. CO~C'S SOLE ~MEDy FOR A BREACH OF TI~ WA~NTY WILL BE ~
REPLACEMENT OR ~p~ OF T~ D~FECTIVE ~TER[ALS OR WORKmANSHIp AqD IN
NO EV~N'F W~LL CO1NC BE LIABLE FOR A~ CONSEQUENT~ OR SPRC~L DA~GEg.
Provld~d that nn acceptabte contract i$ executed wlth~n ten (~0) d~ys of[his ~er of P~te~t ~nd gu~cct
to time cxten~ofls for delays beyond ~n eomro] o~ Craig Olden, Inc., CO~C agree~ to complete d~e
work on or be~or~ November l l, 199R Liquid,ted Da,n~fles at th~ ra~e of $200,00 per d~y may he
.~se~xed by the Owner if CO/NC tlils eo subst~mally ~mplctc cvc~ m~jor hem of th~ wm.k by the
con.act comp)etion da~e aC ~ay be extended hy reasons of delay beyond CO~C's consol or by reason
of additional work, The sum O~ money deducted for ~ncl~ deby i~ not eons~derad ~o bca penMb., but
shall be deemed ~q rc~onable liqut~cl d:~mage~ per catendm' day that Ute Ccnn'~tor ~hMl be mdcf. ult
time is dep~d~g on ~ water gufface elation not exceeding clev~tio~ 437. In Ibc event water ~,fface
elevation ~ceed elevation 437 whefl~er from ac~ of God or ~le~e~ of Wa~er by regu]alo~7 authorities,
fl~e contr~ time ahall be eq,i~bly adjured. ~
contact us if you lmve ~ny qu~ions.
CI~I'G OLDEN, INC.
CO:ch
60,'~'0
T£L:i 972 2,. 2664
006
972 294 2664
?.007
~IA~.'IS'981FRI) 1S:47 TEL:I 972 2~ z664
P. 008
P, 009