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Home My WebLink AboutC2006-291 - 7/6/2006 - NA CITY OF CORPUS CHRISTI AMENDMENT NO.2 CONTRACT FOR PROFESSIONAL SERVICES The City of Corpus ChristL Texas hereinafter called "City", and MAVERICK ENGINEERING. INC., hereinafter called "Engineer", agree to the following amendments to the Contract for Engineering Services for Up River Road - from Rand Moroan Road to McKinzie Road, as authorized and administratively amended by: May 24,2005 December 19, 2005 Motion No. M2005-157 Administrative Approval $890,490.00 $24,981.00 The Contract For Professional Services, Exhibit "A", Part 1. Scope of Services, Section A. Basic Services, Item No. 2 Desion Phase shall be modified to include the following: The Contract For Professional Services, Exhibit "A", Part 3. Fees, Section A. Fee for Basic Services is modified to include the following statement: "The fee is subject to the availability of funds. The Engineer may be directed to suspend work pending receipt and appropriation of funds." "A Cash Flow Invoice Schedule is required, and is included in this Amendment No.2 as Exhibit "A-1". The Cash Flow Invoice Schedule is to specify by month, for the duration of the Contract, an estimate of invoices to be submitted by the Engineer to the City." The Contract For Professional Services, Exhibit "A", Part 3. Fees, Section C. Summary of Fees is modified and is attached as Exhibit "B". All other terms and conditions of the May 24, 2005 Contract between the City and Engineer, and of any amendments to that Contract, which are not specifically addressed herein shall remain in full force and effect. CITY OF CORPUS CHRISTI By ?"- ~.R ~\-?/O(ol(k Ronald F. Massey Da~ Assistant City Manager . . RECOMMENDED By ltv!~ f~,4~ -,pppr, ~g~ R. Escobar, P. E.. Date Director of Englneenng Services 2006-291 07/06/06 NGINEERING, INC. ~'Z.3. ~ Date By "- Ron G zman, P.E. Division Manager 2000 SPID, Suite 100 Corpus Christi, TX 78416 (361) 289-1385 Office (361) 289-0712 Fax Maverick Engineering IP RVER ",,)Ai}CONSUL T ANT'I\MH,DMENT NO 2\AMENDMENT NO.2 -\~"~",,..,. ATTEST By Armando Chapa, City Secretary APPR~VED_AS TO FO~ BY/\~~ ~!y Attorney ~~(O~ Date Project Number 6265 \ Encumbrance Number: E6265AMA \{KJ1I'tv Fund' S Ing ource: Street 550950-3541-00000-170530 $0.00 -'-'.-"- Water 550950-4475-00000-170530 14,640.00 Wastewater 550950-4500-00000-170530 10,356.00 Storm Water 550950-4525-00000-170530 0.00 Total $24,996.00 --~-----"-""-- -.-."- _.._-_.--_._..- USL ,-(So HDME VEl MI"','.;EN STRf 'T\626' liP RiVER i,('~I) .:;ONSUL TMfT.AMENDMENT NO 2\AMENDMENT NO 2 ~.,. ME!-. - . MAVERICK . ... ENGINEf;RIN INC. April 12, 2006 'Angel R. Escobar, P.E. Director of Engineering Services City of Corpus Christi P.O. Box 9277 Corpus Christi. Texas 78469 Re: Up River Road - Rand Morgan to McKinzie City Proje~t No. 6265 REVISED PROPOSAL FOR OUT -OF-SCOPE IMPROVEMENTS CONTRACT AMENDMENT NO.2 ME! Project No. 0527-504 Mr. Escobar: We are providing herem our fee proposal for providing additional (out-of-scope) services for water and wastewater improvements for Up River Road - Rand Morgan to McKinzie (City Project No. 6265). The proposed scope of work and fee proposal breakdown are shown below. Professional engineering services for these out-of-scope improvements wilI-"e provided durin~ th~"~~~~ pha~ fO~this_proj~?~ Out-oi-Scope (~i}ImDrovemeDts: )) Provide approximately 2403 linear feet of new 8-inch PVC distribution waterline and appurtenances along the north side of Up River Road from the end of an existing 8-inch waterline to Carbon Plant Road; 2) Provide seven (7) additional fire hydrants along the north side oflJp River Road; 3) Grout the existing 20-inch cast iron waterline in Up River Road between Turkey Creek and Rand Morgan Road (approximately 2032 linear feet) that was abandoned-in-pIace in 2000. The total estimated construction cost for these out-of-scope water improvements is approximately $371,904 (see attached spreadsheet). 2000 S.P.I.D., Suire ]00 . Corpus Christl, TX 18416-1141 (361) 239-1385 · Fax (361) 289-0712 · www.mavericken,meering.com AMEND. NO.2 EXHIBIT "A" Paae 1 of 9 'Angel R. Escobar, P.E. April J 2, 2006 Page 2 FEE ESTIMATE: Proj. Mgr. 20 hours@ $I05!hr. Engineer 13 hours @ $ 92/hr. Design Engr. 46 hours @ $ 85/hr. Engr. Tech. 52 hours @ $ 50/hr. CAD Tech 68 hours @ $ 431hr. Clerical 2 hours @ $ 35/hr. TOT AL (WATER) $2,100.00 $3,036.00 $3,910.00 ~ $2,600.00 $2,924.00 $70.00 $14,~~~~.. Out-or-SCODe \Wqt.;~t~.iJIDlDrovements: 1) Provide new 8:inch pve wastewater lines across Up River Road to the north side of the street with new fiberglass manholes for future service connections; 2) Provide a new 5-ft. diameter fiberglass sanitary manhole near the south ROW for Up River Road at approximately Station 67+20 for an existing 27-inch wastewater trunk line; 3) Provide a new 4-ft. diameter fiberglass sanitary manhole in Japemica Drive over an existing 8-inch wastewater line and abandon-in-place approximately 50 linear feet of this existing line and an existing sanitary manhole; 4) Replace approximately 980 linear feet of existing 8-inch wastewater line located on the south side of Up River Road that extends east from Carbon Plant Road from Station 40+95 to Station 50+85 and rehabilitate existing sanitary manholes for this line; 5) Replace approximately 795 linear feet of existing 8-inch wastewater Hne located on the north side of Up River Road that extends west from Morrow Drive to Station 78+75 and rehabilitate existing sanitary manholes for this line. The total estimated construction cost for these out-of-scope wastewater improvements is approximately 5260,069 (see attached spreadsheet). FEE ESTIMATE: Proj. Mgr. 14 hours @ SI05/hr. Engineer 20 hours @ $ 921hr, Design Engr. 34 hours @ $ 85lhr. Engr. Tech. 37 hours @ $ 50lhr. CAD Tech. 52 hours @ S 43lhr. Clerical 2 hours @ $ 35/hr, ~OT~ (WASTE~~!~~l .... $1,470.00 $1,840.00 $2,890.00 $1,850.00 $2,236.00 570.00 $lO~56.00 -" ._-'~- ,"~-'~'.,,--,-,.~- AMEND. NO.2 EXHIBIT "A" Page 2 of 9 'Angel R. Escobar. PE. April 12, 2006 Page J The total estimated construction cost for these out-of-scope improvements is approximately $631,973. The engineering fee is 3.960/0 of the estimated construction cost. TOT AL ENGINEERING FEE FOR AMENDMENT NO.2 = $24.996.00 (3.96%) We appreciate the opportunity to provide these professional services to the City of Corpus Christi. If you have any questions, please feel free to contact us. Sincerely, MA VERlCK ENGINEERING, INC. ~.~ Dennis L Miller, P.E. Sr. Civil Engineer Atlllchmcnrs: Exhibit "13" Opinion of Probable Costs for Water Improvements Opinion of Probable Costs for Wastewater Improvements AMEND. NO.2 EXHIBIT "A" Page 3 of 9 w N z i: CJ ::IE o to- Z N ~Ii ~.I ~Iz c I <( ~ 0:: g! ii2 0- ::) .......-. .>"" ..... ... ~~ I II) 10 0 .... a = N .. :. ~ IQ ~ ~ N S N , tit- r; ... ; ) ~ .... ~ .... ~ .... ! l ('II i M = ~ 5 ..... ~ vr (1ft i i ..... ... ..... tit- N a .. tit- U> tit- .,. a CiI) .,. ... ... C"') 0 f Z '0 E <( N 0 8 0 i ~ ~ i S S 0 0 0 0 0 m ~ Ii ~ ~ ~ fI4 fI4 .... ~ 0 m Z ~ -.;t t ~ '0 N ~ ~ 0 i 1 ..... ~ a ~ i 0 0 0 0 ~ 0 ~ ...- 2 ~ a ~ ... fI4 .... ... tI9- EIt ~ co co 0 m en Z "'!f- a t t ) ~ .... ... .... '" I() ~ S m :g i "'!f i ~ N i a ..... Q) 'l""' 0 ~ N ~ N '" - co N co . ~ 0 "'!f. " -.;t "'!f (") ~ ...... "'- '" ... ci a:i r-: a:i ~ 0> g r-: C .... N ...- OJ ,.... C <D <D ...- ~ ~ ...- <<fl- 0 ! ~ en c3 .... ~ ~ tit ~ &l : M f/) I ..-. B ::; i .~ J .~ aJ ~ : c i .~ i ~ 0 c: ~ 8J ) ." ." ~ ~ "S G) I .~ .~ en i G) If ~ H en en ~ c: I c 31 t ! t'G I .1 ~ f ~ .1 s::. Q) ~ .~ en J9 0 j Cl. w J ,it CJ ~ 1! R ~ (Q ~ ~ l ~ c: 0- ~ I .s::. I I ~ :1 "0 '0 G) c: Cl. i ~ ~ .~ en c::: is i c: ~ . ~ u- ti :e I s::. 19 S e i ~ CD ~ 0- E ~ J en .51! ~ i! '> e 0 12 g CD c: 0 ~ ! ,Q I ~ I co .c ~ Cl. cr: to- W CJ J: rn ~ ~ ;:, ca ,.... N ~ .. en ..... N ~ -r:i to cO '" 00 en (I) m fo I N t;' III ... !E i&1Q. AMEND. NO.2 EXHIBIT" A" Page 4 of 9 w ~ ~ u :E e ~I~ C) 0 a::z ijffi ~I...~ ~z I UJ Q ~ <C o r:r:: r:r:: w ~ r:r:: &:L ;::) a I a I :I 0 0 a a 0 S- a a a I 0 i 6ft- - 6ft- M- ~ ~ G') ~ ~ c( ~ N I- .. 414 M- - I 0 co ~ i co a 2 2 i g 0 0 0 0 co 2 I fA- I() lO fA- fA- fA- fA- lO (I') (I') (I') cJ cJ cJ 0 "l'"" """ ..... .... - tA- fA ~ .. i i ~ i a ~ 0 0 2 0 2 2 i i i ~ i l fA- ~ fA- i ~ -r:i ~ ~ "l'"" ,,- ..... .... ~ fl4 ~ M- e 0 0 i 0 i i i i i a i i 0 i 2 0 ~ ~ fA- ... ~ fit E .s tJ) 0 a i i a e e 0 e i i e 2 2 i ~ a i ... fA 6.4 ... ... tilt L.. ..... en en CD .1 c: - :.::I i .... J .~ I) i en F c: ~ en i :8 :m 8 I .1 ~ ~ ! ~ c: ~ I 5 N ~ ! 'C ~ 0 c: en c: I 1l J 0 16 I 5 .c: CD 5 0 ::J 0 = :i . . J::. ~ Cl. en .~ ::J :e (j) ~ ~ c: u. 5 a. c ~ .,. ,W c 131 0 u. .1 .~ ~ ~ ~ .2 ~ '5 ~ a. ~ i I II en ~ f ~ ~ ~ '5 c! 'E a. (0 ~ c: i [JJ J s .i c: i w :1 . ~ 1ii ~ :~ .~ f. ~ '~ ~ ~ ~ i j ~ S 0 (,) ~ ~ 'C c: '> ~ ~ .!E ~ e ,2 J I m 0 - " CD c: {! E a. u .c a. a:: I- w :I: .,. " ::s ~ ::J :s c! :i In "l'"" N ("j -.:i (/) T"" N ("j <tti ari cO ,...: cO (j) CI) 10 " . 15 I- " Ii m AMEND. NO.2 EXHIBIT "A" Paae 5 of 9 OPINION OF PROBABLE COSTS FOR UP RIVE~ ROAD" RAND MORGAN to McKINZIE (116265) W~TER IMPROVEMENTS In-8co Water I ms QTY. 6S75 M 121 332 69 --- -,-- DESCRIPTION ~~.. C~ t--- , C6 f--- L.--f7 I I CB ~ -;;0 ~:: ! C13 ~Gl" C15 ! C16 !--- C17 C18 C19 C20 Op_ of ~bIIIIe CD1C8 ME'_ tIOI21.504 24" Ductile Iron MlXtar-Lined) Welertlne 1 e" f'VC Waterline 12" F'VC Waterlirw 8~ PVC Waterline 6" PVC Water1lne 6" Tie-In Connection 8' Tie-in Connecti()n_ 12" Tle-m Coooectlon 16" Tie-in Connection 21)" T~-in Connection _ 4 10 2 i 1 ,--- 1 2<4" Tie-in Connection 1 .... 36" "". ..... CoIlno for ,.. W..._ -==t--;;.; 8"x 6" R8ducef _____ _ _____ _2. . 12" x 8" -'~eduC8f 2"" x 20" Reducer 1" Air Rele... Valve &. Box for 2"" Waterlile 3 Gfout & AbandOn-.n-Place existing 20' C t. Watertlne .6550 Trenct1 S 7101 for Waterlil'!l! 8"x 6" T!t.!l___ ! 2""): 12' Tee 1--- C21 2.4"x 16" Tee 10 C:300 C31 C32 C33 12" . 45Q Bend 8" - 450 Bend 6" . 450 Bend 24"X 12" Cross 23 6 ...1_ Sleeve 2 UNIT UNIT COlT LF LF 5 2 3 e 5 " 6 .. 4 3 LF LF LF EA EA EA EA EA EA LF EA EA EA EA LF LF EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA EA $95.00 $85.00 $7!l.00 $1500.00 $2.000.00 $2. 500.00 C22 24" Gate VelYe &. Box C23 16" Gate Velve &. Box C2" 12" Gate Valve &. SO)( I C25 6" Gate Valve & Box r.926 Fn H fit Aaaem~ (Type 1 ) : CZ7 F.._.....m'!'>'~2L_~. , C28 2"" _ ~. 8ef1d ~ ._-------- C29 16. . 22-1/2' Berta C34 16"X a" Cros8 . C35 6"X 8" Cron C36 C37 C38 __ C39 16" Pl C40 20" PI $4,000.00 $1000.00 $500.00 $750.00 $1 000.00 3 500.00 $11.00 $2.50 $900.00 $1.750.00 2 000.00 $3,500.00 $2.800.00 $1.800.00 $1.200.00 $4 300.00 $4 100.00 $9S0.oo $750.00 WJO.OO $250.00 $200.00 $3,000.00 $2 7150.00 $2 500.00 MOUNT 220 $5,175 $6,000 $20,000 $5 000 $3.000 3.500 ,000 150000 1000 $3.7~ $1.000 110 SOO 72 050 $17,763 $1.800 $5.250 $2800 $10800 $6,000 $17,200 4800 3800 $750 $1.600 $6,780 $1.200 6000 $2.750 $2.500 $10.500 $200 $500 850 $850 AMEND. NO.2 EXHIBIT "A" Page 6 of 9 OPINION OF PROBABLE COSTS FOR UP RIVER ROAD. RAND MORGAN to Md<lNZIE (16215) -~. -- ---,- .'~-'.~ n..__._____._.__._.._~ -"---"~-- ----- --..-...-- ... ___ In.s~ Water ImDrovemen18 (ConUnuedl , DESCRIPTION QTY. UNIT UNIT COlT AMOUNT i C41 R.~!"<lve ExIsting Wlterfin8$ & Fire Hydnlms 115 Required. 1 LS SS.llOO.OO $6,!OO f-~-- i C42 Reconnect E~tlng Water SeMce 13 EA $1 000.00 $13,000 r I C43 Cement.StalMlUiB<l Send Backfill -- 3SOO CY $40.00 $1,420400 ~. C44 Adlusl Existlna Va/v.. & Metefs to Finish Grade 1 LS 56.000.00 56.000 - ---.-- i C~~" MUSI Existln~t8r ValYe Vault to FiI'IiSh Grade 1 EA $1,500.00 S2~ ~6 T raflie Control -. ~.._.- 1 lS $65 000.00 $65.000 i ---- C47 Asphalt Pavement ~r -.. .-_.-.- 1.5 SY $60.00 $90 ~ Utility Relocation Allowance -----.,- I- 1 -- LS $12000.00 $12.000 10% CONTINGENCY 1159 175 ----- - TOTAL. tN-8COPE WATER IMPROVEMINTS 51.110.122 ORIGINAL WA TER BUDGET AMOUNT $1,271.800 I ~. ~- ._~ ---'-- ---" -- -..- .'--.- ._-- Out-of-Scooe WaWr 11111: rovemen18 DIICRIPTlON QTY. UMT UNT COlT AIIOUIIT C49 8* PVC w.ler1lne ---. 2403 LF $85.00 S204.255 C50 12" PVC Waleltlne -- --~ LF $95.00 $3 lIOO Cll1 8" Gate ValYe " Box --.- - 10 EA $1 200.00 $12,000 ~. 12" Gate Valve & Box --'--'---'- 2 EA $1800.00 $3.800 C53 1~" ~.!eV8lve & Box ---.--- 1 EA $2 800.00 $2.800 -- ..- C54 8" - 450 Bend .-- -,_._--,~ 12 EA 5250.00 $3 000 C56 8" Tie-in ConnecUoo """"-- 1 EA $2.000.00 $2 ,000 ~._- C56 8" Pluo ---_.,----- 4 ,- EA $250.00 $1 000 _._-~_.'~ i C57 8"x 8" Tee 2 EA $000.00 $1,800 ~-~" --'--"'--'-~--'~'-- C68 24"x 1rTee ,._--..~. - ------ 2 EA $ t 150.00 $3,500 C59 24"x 8" T apping Sleeve .~,,~'" ~ ---- 1 EA $8 500.00 SUOO f--- C60 12"x 8" Reducer --- -~.~.,~~,- 2 EA $750.00 11 500 _.. C6l 12".45' Bend 4 EA $400.00 $1,800 --,-- _.- -- C62 6" Pluo 2 -- EA $240.00 $480 ~---. _.._..._~ C63 Grout & Abandon-in-Plaoe Exisllna 20" C.!. Walenine 2032 Lf $11.00 $22,3e2 ------- C64 Remove Exit,t1nll WlII8rI/lI!$ & fire .l:'f1!irants as Rec:luired 1 LS $1500.00 $1.500 C6~ Coment-StaIl'Iim<j Sand Backlll1 54(l CY $40.00 $21.800 C68 Fire HYdranl Asaem~ (Type 2', 7 EA $-i,100.00 528 700 C67 Trenct1 Saret... ror Waleftlne --'-- --.----.--..- 20M3 Lf $2.50 $6,108 cas TrMfic Control -.-- - - ._. -.-- -. 1 lS IS 000.00 $5,000 ~. C69 UtMv Relocation Allowance -.- 1 LS $3 000.00 S3.000 10% CONTINGENCY $33809 t-- TOTAL. OUT.oF-8COPE WATER IIIPA.OVEMEMT8 muo. TOTAL. WATER IMPROVEMENTS S21"A'M AMEND. NO.2 EXHIBIT "A" Page 7 of 9 OpitIlaItd PNbabit Colt. YEt ~ ""5Z7~ OPINION OF PROBABLE COSTS FOR UP RIVER ROAD - RAND MORGAN to McKINZIE (M2&&) WASTewATER IMPROVEMENTS ,---- - ---". ---- ~-- -------------- In-5cooe Wastewater 1m IJIOYemenW i DESCRIPTION QTY. UNrr UNT COlT AMOUNT I D1 ! 0- PVS:: 1I'i~_ltewat8r Gravity Llne_ili'-8") 250 LF $45.00 $11.250 ~..~~.~ - 10' PVC WlIItewatM Gravity line (8'-10') 1613 LF $50,00 16o.e50 1 ~YYC Welitewater Preuurw ~~':!l') $85,00 D3 ---~- --~- $1 700 --- - __ Di__ 4' Dia. Fiberglass Wlltewater Manhole (G-{)1 ~-- EA $3.750.00 518750 ~~- ExInI Deoth for 4' Dia. Wutewater M.n/lOltl - ___n__ 19 \IF $350.00 $6 850 D6 Tie into ExIIting WllII8w81er Manhole -'-'-~"'- - 1 EA $2.1500.00 $2,500 -- 07 Reconnect ExllUno Wastewater Servi~ 9 EA $1.200.00 $10,800 D6 Cen'lent-81lbUlzed S8nd Backfill - 5J!7 CY $<10.00 $23.480 -- - ,.~- D9 Flowable Grout Becldlll for Wastewater Manhole ___'86 Cy $95.00 $17 670 Dl0 Adiust Exjati~jV..!s..ter Manhole to Finish Grade il EA -~..--. $750.00 $6,750 --.R!!_ TIlMlCh Safety for WaIteWater Line I 1883 _ LF $2,50 14.708 1-------- D12 T eIltvlsed Inspection of Collduit~__ 18S3 LF $3.50 $El,591 013 ASIlhIlt ~vemenI Rtipaif dd 1 Sy $60.00 $60 .12'4 T riffle Control _._,- ---- 1 LS $10.000.00 $10000 015 utllitv Relocation AUOWlInal -- _.._-- 1--- ~ d _ ~,,-_. LS $8.000.00 18.000 10% CONTINGENCY 120.858 1--- --_.~~- ~~ -,-.---..-. r--.----- TOTAl .IN..scoPE WASTEWATER lMPROVlUNTI $110.114 ORIGINAL WASTEWATER BUDGET AMOUNT $1'2.600 AMEND. NO.2 EXHIBIT" A" Page 8 of9 Opina._ PrtblItlII Cott$ M!;I _<<l5Z7-604 OPINION OF PROBABLE COSTS FOR UP RJVER ROAD. RAND MORGAN to McKINZIE (H20) i -- "------.-.....-- ! Out-of~c_o~ w.ltew8t8r ImDl'OWmenlB I .----.. DESCRJPTlON QTY. UNIT UNIT COlT AMOUNT ! ..- .. D16 8" PVC Wutewatlitr Gra....lty Line~'.8.) 1215 LF S30.OO $36.450 , -----~-~- -------- - . ~-.Q.1J_ 8~' PVC Wastewater GfaVlt}' Line (8'.10') _ ___ >--- 496 LF $35.00 $17.360 D18 8" PVC Wastewater Preuure ~-!1._~.. _._ . 120'_f-. LF $45.DO 15.400 -p.1 S 8" PVC Wastewater Preaure Pipe /8'-10J. -_. 120 .. LF $50.DO $6,000 l ozp Remove ExI$tino 8.~ Wastewater Line (6'-8- Depth) 1ns LF -- $11.DO $19,625 I ~ D21 4' Oia Fiberglus W......'er Manhole (O.Q") _._-~--- EA $a 750.00 $18,760 .- f--- I 022 Extra DeD1tI for 4' OIl. Wa.tewater ~nhole 10 VF $350.00 S3.500 r 521 260 I 023 5' Oi.. Flblfglalllll W_ewaler Manhole /0-6") 5 EA $4.250.00 -----" ! 024 Extra Dep1tl for 5' OIl. Wastewater Manhole 28 VF 8400.00 811200 I 025 Fiberglas, Ren.billlation for Exlstina Wastewater Manhole 5 EA $4,000.00 820 000 ~_.- ~.- ~lOWatl~ Grout Baclllll for Manholes --._--- 371 CY 896.00 $35,24& D27 Reconnect Emling WU1e~ter Service .-- f-... EA $1.200.00 $4800 _.026 Cement-SlIIblllzed SInd Bactflll ~--~---.- 108 CY .. $40.00 54 .320 029 Grout & Abandoo.ln.PIace ExIsting 8" W.stewater Une 50 LF $7.00 $3DO 030 Backfill & Abandon-in-PlllClil ElCiSting \IV!~"r Manhole 1 EA $1 200.00 -., S1.200 -_. ~. Adjust EJCIsUng WutMvater Manhole to Flnl&ll Grade 5 EA 1760.00 $3 750 032 AlNlhalt Pavement Reo"lr ..- 2 SY 160.00 $120 033 Trench SafelY for WIlteWil!8r Une ___.m___ 1951 LF $2.50 $4.878 034 Televised II'ISDection Of Cond~H_'__'___'" . 1951 LF $3.50 $6.829 D35 T raffle Control 1 LS S5 500.00 ~,'~..,. $5 600 >---.----.- p3~ Utility Relocation Allowance 1 _.LS $10000,00 S1MQP ------ --- 10% CONTINGENCY 123.843 _._- TOTAL. OUT.oF-SOOPI WASTEWATER IMPROYEIIENTS QIO.. TOTAL. WASTEWATER IMPROVEMENTS UM 582 AMEND. NO.2 EXHIBIT" A" Page 9 of9 ~ PrIbaIlIt COUll l.1el J4110152T../ilM ....... '.".. UP RIVER ROAD - FROM RAND MORGAN TO McKINZIE ROAD (Project No. 6265) AMENDMENT NO.2 EXHIBIT "A-1 " CASH FLOW INVOICE SCHEDULE Anticipated June 2006 Invoice Amount Anticipated July 2006 Invoice Amount $24,996.00 $22,496.40 $2,499.60 Talal Contract Value for Amendment No.2 AMEND. NO.2 EXHIBIT "A-1" Page 1 of 1 ~..""..., u <;l o cr: Q) N c :2 U ~ .8 u <;l 010 cr:~ CCO <;l . 010 oZ ~ti -g .5- <;l ... cr:Q. E ~ u <;l o cr: Q; > a::: 0. :> en W W U. U. o >- cr: <( ::!!: ::!!: :> en - 'jij '0 I- 00000 00000 oc::ic::ic::ic::i <fi OilO 0 0 0 0 0 0 0 ~~~~~~s~s , 00 00 en en. '1" '1" N N Q; -; == Q) iii ell .....:!: d Z ~Q; w- ~.;: Z W :::E <( Q; -; :!: E ... o u; 00000 00000 oc::ic::ic::ic::i <F) 000000000 0 000000000 0 c::ic:ic::ic::ic::ic::ic::ic::ic::i c::i o 0 0 I.() I.() I.() <F) 00000 00000 c::ic::ic::ic::ic::i <F) 000000000 0 000000000 0 c::ic:ic::ic::ic::ic::i~c::i~ ~ '1" '1" "<t N N. N '1" "" -.i <fl 00000 00000 c::ic::ic::ic::ic::i <F) 000000000 0 000000000 0 c::ic::ic::ic::ic::ic::it'""ic::it'""i cry "<t "<t "<t N N N CXJ 00' oci <fl -a; ~ u; 00000 00000 c::ic::ic::ic::ic::i <F) 000000000 000000000 c::ic::ic::ic::ic::ic::i""':c::i""': O"l en O"l en ~ ~ ~ ~ 'jij '0 I- 00000 00000 ~..o-.it'""icri NMOCON ("')0 "<t en I'- o 00 NO 1'-0 00 <.OCO....."<tOO U7"<t I.() 000000000 000000000 ..oc::i-.ic::ic::iNc::ic::i""': Q) t- CO T""" (!) "<t "<t (",)"<t I'- 00 cri c.O r--' . ..... CO 0 N cry ... ~ ell == Q) iii b;: <( 0:: I- Z 0'" U~ ell ci~ Z (5 0:: ... o~ ell :!: E ... o ;n "<tOOOCOOO L{)I'-ONL{) <.Oc::icricri-.i OCO"<tLOI'- NMNenl'- -ai ~ U7 ..... OOOOOO"<tOON enO"<tOCONOON oic::ioic::ir---:cric::ic::i..o CO 00 N'1" ("') ~ ~ ('I")T""" 0;:) Lei If'l' en 10 00 ..... ("') L{)(J)cor--en ..o..ocrievievi LO<OOLOOC> NlO r-O cicriNoOc:> ..... I'- 0 <F) ..... L{)OOOOO"<t 0 01'- .....OIOOCOOOO("') -.iooo-.ioc::ic::ioi '1" OC>CO (J) '1" <0 NN LO ~ ~ Lei r-- 0)- '1" '1" OC>8~~i8 ~~~~ r-C"')T"""Oc..o L() "r"'"'\\.I ('1").,....- ocri-.ic.Oo NIO .....0 <F7 T""" N OO<OOOOC>OO'1" ("')O.....ONOOOI'- roo c::ioic::ic::ic::iro 00 N CON (J) CO N I.!)L() T""" N' M c:> N en en en -a; Q) ... U; enIOOC>.....("') <.O'<tOOCOCO cry<.OoiNN LDI'-N"<tO ("')(J)OC>LOI'- oci cri Lei NO c.O NT""" Nt- <AN N LDOCOOO"<tOOI'- <.0 01'-0 CO <.00 0<.0 NONc::irot'""ic::ic::i~ (J) LD 0"l0C> N en '<t "<t ..... cv) -.:i LOevi r- ..... N "<t ..... ~ 00 Q) c :.:J 00 Qj -0 1:5 ~ gj2 Q) 'C Q) (fJ 00 o en CQ) ?'E C 2tf :fl ~ V ";;:Q 'c 00 Q)tf ]~'i~~ ~1:5 Q) en 00 5c2:~Ul Cg'2: ~ ~~ EO~_D~j~~ Q) LQ) ~L oo~~~rnOroro-- Q) D..cn CQ) v<(enU-CL>Xro u. ~ro O(fJ U-S_Coo..roWc -0 oo~LQ)Zu2:g0~~~_~g'~ Q) Q)~o..~~~ vz~roc~~W--o N ~~~~~ro OO~ ~o~ro6.~~ "8 ~=~o..~m rn~~8~~~~~<( E ~~~~orn coQ)oocog~mrn ..;;: _uo..omoc; ._o..~I-WO>II-C; ~ n-; n-$ ro~NM~~ ~"""'N('I")~~(!)t-ro~ 0 m ~ <( (fJ1- o o OC> en -.i N U7 o o en O"l. ~ <fl o o c::i O"l "<t o O"l 00 <fl o CXJ ai o CO r--: ~ o ("') ("') OC> <.0 cri '1" <fl o <.0 <.0 CO ("') cri O"l N <fl o ("') c::i ("') OC> M N "<t <fl AMEND. NO.2 EXHIBIT "B" Pa e 1 of 2 u '" o 0::: Q) N c ::2 u ::!: B u '" 010 o:::~ ClD '" . 010 oZ ::!:t) u .2!. t: 0 '" ... 0:::0.. E g u '" o 0::: OJ > 0:: a. ::J en w W l.L l.L o >- a:: <( ::!: ::!: ::J en ~j 00000 00000 r~""':..,tr0tO NC"lOtON ('o')O'<l'CJlt'-- o r'i N' t'--' ('0')' tOCJl~'<I' <FJ ~ c.o ! 000000000 000000000 tOci..,tciciN~ON CJl t'-- 0Cl~0Cl '<I' '<I' '<I' C'1'<1'CJl "- cO cri to' ,...: '<I' (0 or- <.0 N N N OOOOOO'<l'OON CJlO'<l'OtONOON aiciaicir--:cOc:iOlD <0 00 N'<I'O C'1 'T""" ~ C")r-l{) ('I') lD' '.0 lDOOOOO'<l'OOt'-- ~OlDO<OOOOC'1 '<I'c:ic:ic:i..,tc:ir--:c:i(0 '<I' ~ OCltO'<I' '<I' '<I' to NNN 0Cl oor-- ~ L[)- 'r"~ -.:::t 0'1 ..q- L[) 00<0000000'<1' C"lO~ONOOO"- coc:i,....:c:iaic:ir0c:i~ 00 N tON'<I' '<t 00 N lDlDN '<I' N r'i o'N'cO r--: CJl 0 ~ lDOOOOO'<tOOt'-- <OOt'--O<O<OOOtO Nc:iNc:icOr0"'-:c:icO CJl lO CJlOClo) ~ 0) '<I' '<to) r'i ..j lO6"'-: CJl ,..- N 'r" L() ~ ~ 000000000 000000000 c:ic:ic:ic:ic:ic:ic:ic:i0 000000000 000000000 c:ic:ic:ic:ic:ic:ic:ic:ic:i 000000000 000000000 c:ic:ic:ic:ic:ic:ic:ic:ic:i 000000000 000000000 c:ic:ic:ic:ic:ic:ic:ic:ic:i 000000000 000000000 c:ic:ic:ic:ic:ic:ic:ic:ic:i o o t'-- <0 '<1', o '<I' 0) <F> o 0Cl to to '<I' cO N <F> o C"l c:i t'-- lO cO <0 ~ o <0 ai o <0. t'-- o C"l <F> o (") N 00 to' (") '<t <F> o o c.ci 0) 0) '<to N <F> o o c.ci lO (") 6 V; o o c:i '<t to ..j V; o o o <F> o o c:i <F> If) Q) c .::i If) Cii '0 ~ 5: ~ 2: Q) 'i:: (]) (/) If) 2 ~ fijal If) ~'S 0 .~~ Q) ~ <(.- ~ "' ill ~2:-U)ro roQ) <ll LL N ::l ~ Q) C: UJ .52 QJ If) If) 'g en ~ ~ ~ t: ~ (: If) ro~ ~t: ~~Q)o~<ll Q) ro ~ .- _ .o:::J 0 If) ~ If) UJ ~(]) Q(: If):::JE(f)~ roro~- ~ ~= g~ ~~~~~g~~w~ u ~~~~~~ ~~~~~~~~~~ ~ 0~ ro2~ mE~~C2~~'~~ .oi:: ~E~~-ro (/).- ~0-ro05U ~=~Q~~ ~~sg~~~~~~ E ~~~~Oro g(])Ooco~~Q)ro ~ ruQomoo ~Q~~WO>I~o__ w n-u n ~ ro~NM~~ u NM~m~~ro~ 0 m UJ <( UJ ~ ""!P' ... Gl ni ~ Gl Ui III ;: '<tOOOtoOCl lOt'--ONLf'J c.cic.cicOaio O-.r-oo::j-L(')("f') NI'-N(J}or- . cri N" (/) -.r- N ..J ... <( Gl ~- o III ~~ o)lOOCl C'1 Lf'J0) to t'--o) cDtOcOr0r0 Lf'JOOlON NN t'-- c:i ..j N cO '<t' ~(j) ~ lA ~ ... Gl ni ;: E ... o V; OClO<ON<O ~0)C"l'<l'0Cl r-~~~r--.: (") 0 <0 L().,-NM c:icri..jtOo' NLO oor-O (/) or- N Qi Gl ... V; Q) lO 0Cl ..- C'1 <O'<I'OCl<O<O r0c.cioiNN Lf'Jt'--N'<I'O C"l0)0ClLf'Jt'-- cO oi to' N' to N..-- ('~ t'-- <F>N N 'ii o I- ggggg oc.cicici<O lAo) 0) 0) 0) ..j '<t N N ... Gl ni ~ .:!! 11) III N'~ d Z !zGi w- ~.~ Z w :E <( ... .:!! III ;: E ... o en 00000 00000 c:ic.cicicic.ci <F>Lf'J Lf'J (") C'1 6 0 ..-- ..- 00000 00000 c:icicicic:i <A;2; ;:g ..j .,; 00000 00000 cicicicici <F> Gi ~ - U> 00000 00000 cicicici6 <F> AMEND. NO.2 EXHIBIT "B" Pa e 2 of 2 ~.\ City of .. Corpu~ ::'" _ ChnstI CITY OF CORPUS CHRISTI DISCLOSURE OF INTERESTS ~ City of Corpus Christi Ordinance 1'112. 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: Maverick Enqineerinq STREET: 2000 S P I. D., Suite 100 FIRM is: 1 Corporation~ 2 Partnership 5. Other CITY: Corpus Christl. TX 3. Sole Owner ZIP: 78416 4. Association 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) N/A 2. Stlte 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. Stlte 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. "lame 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 Ron GuzmjP. Et Signature of Certifying Person .2 .... i-~-" ..______ Title: Date: Division ManaQer ~ .2- g .ok EXHIBIT "e" 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 Any 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'd'oint stock company, joint venture, receivership or trust and entities which, for purposes of taxation, are treate 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 throUgtl an agent, trust, estate or holding entity. Constructively held refers to holding or control established through ,fating 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 DrofesSlonal consultation and recommendation. b c c E; EXHIBIT "e" Page 2 of 2 ...... -.-