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R-03-10-09-13F2 - 10/9/2003RESOLUTION NO. R -03-10-09-13F2 WHEREAS, the City of Round Rock has previously entered into a contract ("Contract") with RGM Constructors, L.P. for the A.W. Grimes, Phase I Construction Project, and WHEREAS, the Council has determined that it is necessary to make changes to the quantity of work to be performed or materials, equipment, or supplies to be provided, and WHEREAS, it has been determined that it is necessary to change said Contract in accordance with the attached Contract Change Order No. 14, Now Therefore BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS, That the Mayor is hereby authorized and directed to execute on behalf of the City Contract Change Order No. 14 to the Contract with RGM Constructors, L.P., a copy of said change order being attached hereto as Exhibit "A" and incorporated herein for all purposes. The City Council hereby finds and declares that written notice of the date, hour, place and subject of the meeting at which this Resolution was adopted was posted and that such meeting was open to the public as required by law at all times during which this Resolution and the subject matter hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act, Chapter 551, Texas Government Code, as amended. RESOLVED this 9th day of October, 2 . 03. ATTEST NY •�� .• W , Mayor City of Round Rock, Texas Ali 'JAL,14i CHRISTINE R. MARTINEZ, City Secreta @PFDesktop\.:ODMA/WORLDOX/O:/WDOX/RESOLUTI/R31009F2.WPD/rmc RIt1 CDNSTIIOCIORS, L.P 15603 North IH 35 • Pflugerville, TX 78660 • (512) 990-8313 4/28/2003 SUMMARY OF COSTS PREVIOUS SUBMISSIONS 1 2 3 4 5 6 7 FINAL QUANTITIES AND CHANGES CHANGE ORDER # 14 ORIGINAL CONTRACT AMOUNT AS OF LAST CHANGE ORDER QUANTITY OVERIUNDERRUNS AS SUBMITTED 3-4-03 ADDITIONAL CONTRACT WORK PERFORMED SINCE SUBMITTED striping,gabions adjusted over/under Over and under in quantities 4-1-03 Additional work associated with extending the road 307,986.29 QUANTITY CHANGES NEW WORK ITEMS REVISED OVER AND UNDER ADDITIONAL ITEMS ADDED OR CHANGED additional seeding CO # 5 underdrains ERROR co adjust error in co #11 add water service add vandal guards extra asphalt/hand work/hand curb see sheet TOTAL ADJUSTED CONTRACT AMOUNT $950.00 ($23,240.00) ($34.80) $850.00 $3,933.00 $5,178.45 $10,485,067.00 ($442,072.63) $1,633.30 ($440,439.33) $209,598.29 $98,388.00 ($132,453.04) ($12,363.35) $10,340,250.61 18 TOTAL AMOUNT THIS CHANGE ORDER ($144,816.39)I b EXHIBIT Page 1 of 2 Original Contract Price: Amount of Previous Change Orders: $8,421,209.70 $2,063,857.30 Amount the Contract will Decease/Increase with this chant ($144,816.39) Total Change Orders to Date: Contract Total including this Change Order will be: PERCENT OF ORIGINAL CONTRACT PRICE THIS CHANGE ORDER: PREVIOUS CHANGE ORDER: TOTAL % CHANGE: ORIGINAL CONTRACT PRICE PLUS CHANGORDERS: PREPARED En _a leer: Engineer: Print Contractor: To-) rgn • re ContractorAbert G. Allison Print Name APPROVED: $1,919,040.91 $10,340,250.61 -1.72% 24.51% 22.79% $10,340,250.61 "7"---icawrt Company Name Title RC -1m Compapy r• Title L,P- City of Round Rock (Owner) Title Page 2 of 2 4-28-o3 Date Date 41-1-3 -2°13 qgISMIN3 Date Date Sent By: RODRIGUEZ ,TRANSPQRTATION GROUP; 512 231 9133; COST BREAKDOWN revised 4114/03 new New bid item—Install pipe under bridge 262 If Sep -18-03 1Q:54AM;, Page 4 1 pipe support hangers—REVISED DETAIL 1 sum $10,432.00 $10,432.00 2 cores and sleeves 2 ea $ 1,100,00 $ 2,200.00 3 epoxy gel adhesive 3 units $ 225.00 $ 675.00 4 pipe materials,couplings 1 sum $25,395.00 $25,395.00 5 paint materials/supplies 15 gals $ 40.00 $ 600.00 labor crew epoxy plates to beams bolt up braces install braces on plates excavate around abutments build temporary bracing/hangers construct access paint pipe install pipe on supports. man 1 days 3 $ 450.00 $ 450.00 1 days 3 $ 450.00 $ 450.00 1 days 4 5 600.00 $ 600.00 1 days 2 $ 300.00 $ 300.00 2 days 3 $ 450.00 $ 900.00 2 days 2 $ 300.00 $ 600.00 3 days 3 $ 450.00 $ 1,350.00 10 days 5 $ 750.00 $ 7,500.00 Equipment snorkle lift 15 days $ 200.00 $ 3,000.00 sky track 15 days $ 250.00 $ 3,750.00 backhoe 5 days $ 200.00 $ 1,000.00 rigging equipment 1 sum $ 800.00 $ 800.00 portable lifting euipment 15 days $ 150.00 $ 2,250.00 scaffolding. platforms 15 days $ 165.00 $ 2,475.00 supervision and expenses $39,302.00 $12,150.00 $13,275.00 15 days $ 250.00 $ 3,750.00 $ 3,750.00 Cost subtotal this bid item $68,477.00 568,477.00 oh 15% $10,271.55 profit 10% $ 7,874.86 bond 1% $ 866.23 subtotal cost for this bid item $ 87,489.64 TOTAL UNIT PRICE say $ 334.00 PER/LF Sent By: RODRIGUEZ,TRANSP,ORTATION GROUP; 512 231 9133; Sep -18-03 10 : 54AM;, Page 5 A-90-08;10:52AM;ACT PIPE SUPPLY ROM ;5122527028 1M '.$r a dh'•ia!!rrr.rimolm.:n==wiim13Ai'i10<Isimissum{(ibmw.7GZ131mi1liwommoiAm:mwmuft*.'.I�i. =aam.m iledi`Mt1rG (.==I agamRY=a'gGiumo QUOTE PRINT :ACT/AUSTIN 1400 GRANO AVENUE PRKnY PFLUSER•VILLE, TX 78660 Ship -tai - AUG A. 14. GRIMES NO. 082907 ! . r Pape 1 ! 81.11 -tai 30655. . Ron ' CQNSTRUCtION 1:5603 NOIRTH ZIf 35- PFLUGERVXLLE, TX 79660 04/30/03 t 1 1 Mll14 IMI tlioMammal PP1142111C=m 11212124 4M=:ma==110 It m:322==tott42=22Ns WM =NM illws33mm===t fiNg ==alio=zgolt#!a>•mmut aim= lmimria� REF ERENCR • . EXPIRES. ! SLS•P ,TERAS ' !•WH ' FREIO T! SWIP VIA • !26.246 ! NONE !/34 !NET -30 DAYS. 140 H2REPr4I.A.1 . ! =a1111see wain eaaraam =WI rr=CM; Alt= gal11C44122 =I ab===sus itsew 211N2 424121RYrhelei arn:s=must Wing =am=w1Cr.opt AA=on win imp : ! 61UQZED DY: SAM l;gUO a D TQ:l itoOE.RT 1.3 1:1 wr ! 111 millllg/6/1=al=M =4.11"tlmMlp� RII.milRs11024�dllsl�upmotsi=Ram= AAs= 111impal;= Rreas111N1 ipm zigium g..miGJt1�:mom t.=:o m ii, ! j.! WINIMMM-sACi>1t0e1e1Q flEREl'r tiff!. F" R�.GE rte' EXTENSION!1=>�i11 ===11111111=atitalliCtm11N11Qs1t =01112====amM M�#tWW7==a111t♦WPt1 mosiaat dltA WM=1le =44411= 20,44 Qaftmall mmotmlR u 1 ! 2709.612 !16 X 12 D COMPACT i13J' C S2. !" 2'..QO !.EA.f' 645.00QE !'EA•I' 12,00:00! i!270.1.1.616 !16" X 16" 111 COMPACT M.J 'TEE ! '2..,00.! EA ! 4.15.0001.EA ! 820.90-! i !271616.1.2. !• 16."' X t2:"- DX: COMPACT` 8E.11• ! Z..O0•11 E. A:l: 205..000 !. EA.!. 4,10;.(X)! j! !REDUCER CL ! ! .! i !271.61.608 1.Y.6" e x. •" DI- COMPACT' 8E11- ! x ..001.EAk! 11 • ! REDUCER CL ! ! , !271.41208' ! 12�' X. $•"• 01. COMPACT._ REB ! 2.00 !.EA:!- • 77'. 000•!.EA-! • ._ !:REDUCER CL ! :! .! •! ! i !2707.08.00 !.•9." or NJ- B LI0 PLUG 4 27071200 112"" DI M.,1 . SCL x 0 PLS! -3.00 ! EA ! 40.000 !•EA•! f ! 6001.1.1.36 !1:6- MEGA -U.111 FOR. • D•.- I:.. ACC, KI; !• 24.00,1 EAS:!. 3 . 9V0•!.EA.l. ! 1.2 •MEGA-L,UG FOR D .1. ACC, KI ! 12.00!E! .7-Q , 980I EA:! !• d: MEGA -LUG FOR D. 1'.: ACC.. KIT!. 7.00•! El1 l; 30-.110 Epi,! ! ! 1 t ! • 1 i 1 ' IIEN ! • DEB I:P'rxaN• f '! A t 1 ! !60011112 r!6001.1.1.08. • • I ! � 1 1� . 1 •1 1 1 1 ! 1 ! 1 ! 1 1 1 1 1 ! . ! ! ! 1 ! ! 1 1 1 !! ! 1 1 E ! ! 1 1 ! f !1 1 1 1 i 1 1 1 !114141"''' WA atlbm'PM==1111 dM'"ti1111{e=Mal=Main ='" NE= =4EIR=C===encs we ix= IN=4It22I====Anilweelm we=sewme;eNlsp =gem pssag ! 'MERCHAN0ISE! ! WEIsKr ! ! 1234 '. 7224.36!! 1 7 3'f436400 •. 1.80.00! 154.00! . 1 62.07i 120.00! 3.2' 1.5.76 ! $51.76! 2104.77! 1 1 ! ! ! 1 f 1 ' ! 1 1 1 1 ! ! 1 1 1 � INS MISC! TAX! FREIGHT! .001 .00! ! letmC===== 111e1tm=Rwt===loM=€ttpm:ae+=wwwas=====ftmp4Msscrela=a:iCiCsl = . 00.! 7324.3 ==momma_e� 1 0 2 0 Phase I Extension z arEd BID 1 SPECIFICATION 44V97:6 CO-ZZ-deS `EE l6 LEZ Z lS ! df1OJO NOI±VIHOdSNVHI Z3f10IE100N, PAGE 1 OF 6 EA. NCIO PIM EA N tz 4 Q a e4 4= N PREP ROW FOR THREE HUNDRED DOLLARS AND NO CENTS PER STATION REMOVE CONC. (C&G) FOR FOUR DOLLARS AND NO CENTS PER LINEAR FOOT 'EXCAVATION (RDWY) FOR TWO DOLLARS AND EIGHTY FOUR CENTS PER CUBIC YARD EMBANKMENT (ORD CO! IP)(TY B-CL3) FOR FIVE DOLLARS AND FIFTY CENTS PER CUBIC YARD ROLLING (PROOF) FOR ONE HUNDRED TWENTY TWO DOLLARS AND NO CENTS PER HOUR F1. V t A4 0 CO N d c) en 00R. CIN N — ..y N C. 0ICJ'79' !.1 .a VI 17d. 0 .".. fV A-4 Q V1 44V97:6 CO-ZZ-deS `EE l6 LEZ Z lS ! df1OJO NOI±VIHOdSNVHI Z3f10IE100N, PAGE 1 OF 6 > abed tWV9Z:6 EO-ZZ-daS PAGE 2 OF 6 EE l6 LC? Z LS df1OHO NOIlVJ dOdSNV81 Z3f OI»OOa A8 1-ua' lei NeiNeio mnd o a o IR Eft o <A UNIT PRICE BM IN NUMBERS Vi b r -.1f/] fiR 1111 N q f/! .1 �et++'��1 F/5 r ie) f/� BID ITEM DESCRIPTION AND UNIT PRICE BID WRITTEN LN WORDS FLEX BASE (TV D-GR6-CL4)(101 FOR SIXTEEN DOLLARS AND FORTY FWE CENTS PER CUBIC YARD LIME TREAT SUBGR (OC)(S") FOR TWO DOLLARS AND TWENTY FIVE CENTS PER SQUARE YARD LEM (TY A SLURRY OR TYC SLURRY) FOR EIGHTY FOUR DOLLARS AND NO CE -NTS PER TON _ rPRu1E COAT - AE -P FOR ONE DOLLARS AND FOURTEEN CENTS PER GAL HMAC - TY B - PG64-22 FOR THIRTY THREE DOLLARS AND SEVENTY FIVE CENTS PER TON I-EMAC - TYC - PG70-22 FOR THIRTY FIVE DOLLARS AND SEVENTY FWE CENTS PER TON ll oid o o QUANTITIES 697.00 258.00 4 r o 302,00 04'©ZZ g o N Z 0 L, G7 U fJ] a, V) .. P1 4 dtir, ry b r oq M c� c' A OL elm -. - > abed tWV9Z:6 EO-ZZ-daS PAGE 2 OF 6 EE l6 LC? Z LS df1OHO NOIlVJ dOdSNV81 Z3f OI»OOa A8 1-ua' AMOUNT BID co fn ........... . a 1` UNIT PRICE BIDIN NU NIBERS C .1 �.ry C; C d e Oa rl inc r+ (73* h b riol BID ITEM DESCRIPTION AND UNIT PRICE BID WRITTEN IN WORDS TRENCH EXCAV PROTECTION FOR ONE DOLLARS AND NO CENTS PER LINEAR FOOT RC PIPE - CLIIl-18" FOR THIRTY THREE DOLLARS AND NO CENTS PER LINEAR FOOT INLET COMPL-TYH-10' FOR TWO THOUSAND SEVEN HUNDRED DOLLARS AND NO CENTS EACH REMOV & REPL DROP INLET - TY I FOR ONE THOURSAND EIGHT HUNDRED DOLLARS AND NO CENTS EACH CONC. VALLEY GUTTER FOR ELEVEN DOLLARS AND SEVEN'T'Y FIVE CENTS PER LINEAR FOOT CONC C&G-TY II FOR SLY DOLLARS AND TWENTY FIVE CENTS PER LINEAR FOOT ma ri Cr4 [r] ...) ma cil 4i P Co % at b N ,-.7 G 2 1340.00 Z 0 F1 CA a. N c Q rl a' eE g e - i v•; ,r vi ez Lit abed `•JNVg?:6 EO-ZZ-deS PAGE 3 OF 6 t EE l6 LE? Z LS • df10>1J NOIIV1HOdSNVa1 Z2f1JIbaOd : A8 qua' LIS e6Ed !NVLZ:6 CO-ZZ-deS !CCL6 LCZ ?LS `dnoao NOIlV±HOdSNVaI Z3nOIa0Oa PAGE 4 OF 6 8 4.U! yif-i o It-- CD O 23 S GO CD w 0. 9 az o o 41. ea 5►J N in BID ITEM DESCRIPTION AND UNIT PRICE BID WRITTEN IN WORDS CONCRETE DRWY FOR FIVE DOLLARS AND NO CENTS PER SQUARE FOOT DUCTILE IRON Fret INGS FOR FIVE HUNDRED DOLLARS AND NO CENTS PER TON FIRE HYDRANT FOR TWO THOUSAND TWO HUNDRED DOLLARS AND NO CENTS EACH 16" STEEL ENCASEMENT FOR 1arrY TWO DOLLARS 'AND NO CENTS PER LINEAR FOOT 24" STEEL ENCASEMENT FOR SIXTY EIGHT DOLLARS AND NO CENTS PER LINEAR FOOT WATERLINE PIPE - 16" DI - BRIDGE MINT. FOR THREE HUNDRED THIRTY FOUR DOLLARS AND NO CENTS PER LINEAR FOOT F GO O Ga rl 14• ..� Q UANTITIF.S 2065.00 00 O epi14 Q D 0. esii N SPECIFICATION ITEM NUMBER e c d in 4 o0 in .E lin a b in 0lei b Z i, en CC t CM o r4 N N !V N LIS e6Ed !NVLZ:6 CO-ZZ-deS !CCL6 LCZ ?LS `dnoao NOIlV±HOdSNVaI Z3nOIa0Oa PAGE 4 OF 6 8 4.U! 08 �' $ el, a VI a 4 Or 8 CD o calkin 6f} o eS G/h o ci; d N BID ITEM DESCRIPTION AND UNIT PRICE BID WRITTEN IN WORDS WATERLINE PIPE - 16" DI FOR FORTY ONE DOLLARS AND NO CENTS PER LINEAR FOOT WATERLINE PIPE - 8" DI FOR THIRTY DOLLARS AND NO CENTS PER LINEAR FOOT GATE VALVE & BOX - 6" FOR SIX HUNDRED FIFTY DOLLARS AND NO CENTS EACH GATE VALVE&BOX-8" FOR EIGHT HUNDRED DOLLARS AND NO CENTS EACH GATE VALVE & BOX - 12" FOR TWO THOUSAND TWO HUNDRED DOLLARS AND NO CENTS EACH GATE VALVE & 130X - 16" FOR FIVE THOUSAND FIVE HUNDRED DOLLARS AND NO CENTS EACH gig raa .410 ee QUANTITIES 'R N O T o o N 0 c N $ ri Z v.) g N SPECIFICATION ITEM NUMBER Ite) a r WI r-- v'i I-- _wad ( wn V) 1n w.y N yj 4 er I m N N N N N � L/9 e6ed t WLZ:6 EO -ZZ -des PAGE 5OF6 EE L6 LEZ Z LS t d(IOHJ NOI±VlHOdSNVdl Z3n0Ia0as , : /8 :09! 0 C) © C. n. ^0 a o o ® © o oo r 04. '1 UNIT PRICE BID IN N MIB ERS 0 4dCi V N CJ Q g G H . BID ITEM DESCRIPTION AND UNIT PRICE BID WRITTEN IN WORDS AUTO COMB AIR - VAC REL VAL ASSEM - 2" FOR TWO THOUSAND THREE HUNDRED DOLLARS AND NO CENTS EACH MOBELZATION FOR TEN THOUSAND DOLLARS AND NO CENTS PER LUMP SUNf EXTORT & DISPOSAL OF SPOILS FOR FOUR DOLLARS AND TWENTY FIVE CENTS PER CUBIC YARD C"' LO CA t..-I r,6 V w ..n 2560.00 SPECIFICATION ITEM NUMBER t o ., lea 500.0501 • Ea g s . ,====1L,===.=,------ en . ---- L/L abed WVLZ=6 EO-ZZ-deS PAGE 6 OF 6 EE l6 LCZ Z LS •` df1OdO NOIlVI8OdSNVdl z noiaaoi3 .: i8 tia J Y > • 1 jr a 0004 0 O O m 0 0 001 ) r rl M $7,892.36 $0.00 O0 O If:: rt0 0 6' N e- M 0O18EOAEN1 O V 6Ep(10 rtOO�t7CDi7IG0Qr-t701�NEAN 2? NNEA49r-CSE 49Oh ("0 r- MivRNMM 000NEn0C)m 1010'0 t-0 On•-o00Q)�o es )- I? OWV)403M49M4944�4) -0) O i')2p _g 4f 0 S(0'4 -P (0 () i6)�I 1 r"N vp $869.00 $0.00 880008880 000 ER MMN r- 0E*) VC4 MIR 00000 r� MMMM 1 J W `b F =' j 4` 8 O N l7 418 s A N O f O p 6 N 8 8 1D N 7 d s 1� 6 O O 1. g g O N N 8 l7 O g In a p i<f f1 poi W oo n 11 700.15 527,587.95 211,217. 249,178. 10,934.88 s il `Nr �0 O O to k (41 o In g fi p p f O 8 W E1 8 e- 18,047.87 304,421.92 123,508.60 520,888.80 130,863.45 p 9 8 l7j g. V 286,223.22 270,072.88 8,847.20 o8 g 112 F § 8 � 0§ R f�V O 1,204.501 0.001 8888888888 d 0 0 0 O O O d N 11,465.65 580.50 63.00 344.28 0.00 8 8 g m 8 8 O O 485.00 0.00 0.00 0.00 0.00 0.00 8 8 O O 8 8 8 O 0 d N 2 K Q 8 8,8 8 N o N 697.00 258.00 0.75 302.00 220.00 N WI ›A i 8 d 0.00 512.00 8 8 dodo 8 8 8 8 a n q 4 8 ESI 8 1n tV °P r 8 8 g Eo .- 8 8 22 8Y 8 dg rr I if " P? 4 0 'f °T 4 8 8 8 8 8 Q coot :3 .1,a 9 8 odddd 8 8 8 � 111 8 O 0.00 -128.00 888 0 0 0 -4,929.00 20,315.00 88 g n -5,302.00 801.32 8888�808n8�88888rz.. Q Q O o E a2 i$ m'“ g O O O O N I _ -177.70 0.00 888 000 8 o 4,840.00 4,872.00 488. QQ Kgif 28,920.50 0.00 0.00 5,173.32 8w. � o r 11,700.15 31,152.00 8,540.00 518,102.30 210,637.49 249,115.44 10,590.80 9,624.96 342,197.33 356,060.35 333,519.36 25,941.46 17,274.00 16,047.87 304,421.92 123,508.60 520,886.80 130,863.45 V8 _i“$ g g g88 l g m r l! 5'88888 O g§ CO ! 8888888888838682T-3 B O O N N p F O'4 V m N W 8 O N 128ta8ft! !O Q i aNp 81,7i,84P8 pN r a 0 O N l7 lD Ir 1� 1 1 1 g§ — d 1 F [L wo 888888 o O O O o 88888888888888888888888888888 O O o d d 0 0 0 0 o d O 0 d d 0 0 d d 0 0 0 0 O 0 0 d 0 d 135 Ix! 31,710.001 4,840.00 4,872.00 Z88�p8D 0§ O N l�f In W If 888P484 ' o N O 5 e l O e 11,700.15 31,152.00 8,540.00 516,102.30 210,637.49 249,115.44 10,590.60 9,624.96 342,197.33 -deg 17,274.00 16,047.87 304,421.92 123,508.80 520,886.80 130,863.45 98 g V 286,223.22 270,072.88 8,847.20 m!g,:81p3E3Np8 §§ N •- Np g f ” OY O 8_{ 8888�8888t888A8888o�8VP.8p68,,,A48s�884NN8 g O N O 4 N Qpo N Q ,- g n 49 l7 m N N gp �1 fp�I A § g f0 Ol aD N M f O l�hV g g lel W INA 'f ►per IL 11 31 710.001 $8.48 �p p fn f R l[. 8 f� 1if CI 1� 8 8 O 26,456.00 52,819.00 �o4Do N3 O O 4� 1n 8,783.00 22,81400 p: p 8 8 8 eg b e 0 8 N OD p pO ld7 g 8 tiS o8 8 8 o (It g nC of g 8 V N r' l�f 398,882.75 424,763.00 13,300.00 pT p p p 88 W .a 8 O 8 O g ����ii ��1 § r tl O pg po O O O e. NNf eE. N tV O O W UNIT PRICE 800I88 010 O N 494,494949 01f-0 I 8cbcb800*00' 001 4h4M4i4)r-MEAN 000 *-e-ti) M �49 518.45 $2.25 $84.00 $1.14 $48.00 $33.75 $35.75 $37.75 $38.00 $1.00 $53.00 $88.00 $329.00 $706.00 $185.00 $13.00 $31.00 0 849 G tt j i > t J yy) t U U T>} t III j} > t N N R y t J E }}}} JQ, Zp Zp pZ U t F g F F F Zp F ry y 5 5 J U t U EO 1, 1L LL J J t 0 �' Er W g i l i f i a � E i � i i$ c i f w i$ ' ea � • N 14 g � l g t V e Wig co � � w � � g g i6 � R Is Isfief E�. ita �ii a w 141§ pp r T c� c`3 O M 2]�C ¢¢ppp/ w IFURN AND PLAC TPSL (CL 2X5") BLOCK SOD (BERMUDA 42' X 100' ROLL) CELL FIB SEED (TEMPXWARM) CELL FIB SEED (TEMPXCOOL) HAY OR STRAW SEED (PERM)(RURALXCLAY) [VEGETATIVE WATERING SOIL RET BLNKT (CL 1)(TY A) IRRIGATION ECASEMENT PVC (SCHO) (40) (4") ROLLING (PROOF) FL BS (COMM. IN PLAC)(VY D GRS CL 4) , LIME TRT SUBOR (OC) (8') LIME (1Y A SLURRY OR TY C SLURRY) PRIME COAT (AE -P) ASPH CONC (TY C)(LEVEL UPXPG 64-22) HOT MIX ASPHALTIC (TY 8) (PG 64-22) HOT MIX ASPHALTIC (TY C) (PO 70-22) HOT MIX ASPHALTIC (TY C PV 32 SURF) (PO 76 PLANE ASPH CONC PAV (0" TO 2") TRENCH EXCAV PROTECTION DRIU:SHAFT (18 IN) DRILL SHAFT(30IN) CL C CONC (ABUT) Cl C CONC (BENT) CL C CONC (APPR SLAB) REINF CONC SLAB (CL S) RETAINING WAI L /WW1 !;' m m a0 m w V < t' g $ �- N M ID pins ( � O II Dal a9Id d NI �I:Iddddd 2 fV NI Id NIN N 2 NI 2I 2I2 ♦ � 2 2 (9 >- 10 , p S S NODdd m .S W O N iti S 0 "" C) 0 El z- El .-o.7 —40 ffl S S O30*f0CCOCCCI m " S S t.15 " QO N 40 cpps S S 02 :2 CDr aDO 4040 0 0 "" 0 S i N O � O — 4,, *moo ($12,349.25) D S irfOOCQCOi000 N O �m0 6.404.46-04.6p.: 20 40 M S NN � v S S O G e-N**H 0, 4 0 0 G O 03 tol S S OD Vl G S 0 Vl S ' H 0 0 O O CCOOIfO Nl 0 oM K* 0 0 1G 0 0 0 f ' 0 M t' tF] I2 Y i s >7(NVpppp !- < 8$$$$'$$$$$$$g:$8 t r ti O Rf - 8,613.001 141, 438.00 0.00 77,544.,„'11 O§§§ t� - pppppp 88888888888888888888888888888811' d d t� of l7 d o 8 g O§ O — Q ffiffi� 1A g N§ 09 pppppppppppppppppppppp8888 d d O O O d § O A A N ti l7 d S :ill p 8$ N O p l'1 d E.$$$1 O f p 1n d d O O e d d 0.00 4,320.00 0.00 124,070.00 0.00 6,215.00 O [� 8 A O§ If1 d d p p 8$ w f g O d p 8 8 O O O N d d p p 8 8 i w N d d p 8 tg e d VALUE IN ALL d d d d W K p8 N 88 N s O 88 g g r J Y VALUE O UN IN 8888 $ a Nj d d 2,810.30 7,416.00 389.80 0.00 -2,875.00 0.00 8888888N88148888888888888!8 d g P Cj d d d d d A ifq d§§ -i. N Q A p a iD lV 10 N- d d Q d 11j 1 Q I�j d 4$ `iT F 3.751 5910 O d _79.101 -206.00 ppp8p aC O 23.00 0.00 888888 O d d O d 0.00 1,131.00 p 8871:888 Q `Yj 71:p d 8 p V 220.00 -1,236.00 142.00 0.00 88888888 O N O O y� j t > 8.$18. § r : d 8'8 �§ ate+§fy o -" $8 r t('� r t- 8-8.$ O g§ g :E W lii If^ $$ N§ g 8$ gyp§ § "" l; 8$ O O 8 Ilpl ,9-r4 g eg 88 O O Ipn 4,729.81 50,000.00 O8 8 O O W r4,320.00 124,070.001 8,215.001 1,870.00 8 $ i^D § 1n '�t 88 8 r O CD S$ O N 8 8 N �8 11 Of tl1 }� (— la �j�j 8884 f N§ �f1 e O t� 88888 g N "- g pi 88888888888n S A N f nv A f d p p $1 1 p O� �j 88888 2 p p T O§ p p p p p888 5 5 0 ( N p p 088888888 8 f• N p p 6 .= p aD g p M§ $n p (Vo g -'V p J a 1.q > 888-888888888888888888888888888888888 d O d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d " WOd0N6fNnOO 8 8 8 88 132,825.00 77,544.00 $$$$$$'8$88 lh r 8 h N 8 N S vn T- 230,837.50 0.00 a'1;88.8188f OOOt�fON f 8 f0 � a~0- Y r m r 5,670.00 4,550.00, $$$$$8 8 O C m g O N r N ec W 01 0 a yt lrjI E tp 8 'C N O N 8 4 tE 8 8 O 6 ,,-,f 8 8 n^ NNQ Q 8 N N 8 8 f 1� 8 8 : f 8 8 O d 8 O W 8 8 d 43 N 8 N - 8 8 O 8 8 8 8 p e- H 8 8 pp 1� O c 8 8 8 8 O c4 S O� ,. O Yp p . 8 N ID W M r p p 8 0 8 8 O til Ol r 130,214.701 70,128.00 88 8 lil f ti*f r 8 8 tpD W f) 1 7,200.001 124,200.00 $$$$R$ N§ Pi pp O G y 61 N N 233,087.50 600.00 8 $$$$$$ f� if ' 1D § O N N 6,960.00 118,199.00 14,025.00 1.870.001 p O Ip 8 fV . tM p p 8 O 8 f O 11 N p 8 1l) N p 0 /�Ypp V' fh O f F- 0 z w D a SS S $60.00 $250.00 00 S fl4l $43.00 1 $58.00 $125.00 $3.100.00 $1,800.00 $2.700.00 SS SSSraSOp�30 � v 00'000'009$ 00'0096 Mr-NSSSSSS m M tINS00,12**11ggaD MvIwwO4v.� a tiS0aOSSSS (0.0),„400,w �M1-03 3 6 v LL J J J J J J ( ( W <( J s i LLJ J `�1 n g q J J J J J 6 t 6 6 t 5 J W b b § r 1 M b N � V 0 n f - f O — N O N e-§ 10 1 O A I I R 8 N h N N - H 1 1p 7s a RIPRAP (CONCXCL B)(51 RIPRAP (CONCXCL BXVEO CONT) SEALED EXPANSION JOINTS (4 IN) (»JROXCULVIAFTX4Fn i w ` 1&' RC PIPE (CL 81X30 IN) RC PIPE PCL RIM IW i 25 !. ie Ifi41111191 Z Z _ 4 2 ;1911 i 8$ - CONCRETE SIDEWALK (5 IN) PPE UNODR (TY 8X8') PROJECT MAINT (MOWING) ROWY ILL AM I IANTV SPL -COX 15KVV?S{TY1) CONDUIT (RM)(21 CONDUIT (PVCXSCHD 40)(2') CONDUIT (PVCXSCHD 80X2') ELEC CONDUCTOR (NO. 8) BARE ELEC CONDUCTOR (NO. 8) INSULATED �:Rf11 IA,11 Onv TY Y` !11011\ W/ADRlNJ :g2<2 � ) i O 8 -1 d g SMALL ROAD SON A88M (TY D4) REFL PAV MRK TY 1 (W) (4') (BRK) REEL PAV MRK TY l (W) (81 (SLD) WIT, Q 1 , 8= :: 521 $1 s s t s R SZ = g m x !2 ?? 92I SSI .r v S2 / J 9 , s e p r Uh Innmary of quantities �_ J Y 1188888888-888888888888 Q og . vb b 000000 N00000 ^t )00o0 0 m(gr �eee V! n-to IA(N r ($526.68) ($863.80) ($205.40) ($76.00) 00 Oa0 Z6 NN h ($131.60) ($235.20) $882.00 ($1,272.00) ($834.75) ($1,133.90) Ul'n lO�NC')�TIAOO y..,CVNao VlNNHH(9g(9 i0 wN(00001 0oOi wits: n- O m' 1 $0.00 0000 0000 0000 ;•000 rm('v')R) NN7t o esowN TOTAL I IN PLACE --17 W 44 RI 2175. 2375. 88_$41 IJ1[1 r $ n r 8p88.$?.? N V ;, 8 I r 388t288'gi1.14_8- O g i -(4 O O t ; Ell r i g (V N i g R f 00'00VK 00.000,1 00.911'9 00'0 99'919'6 g O l'7 -88888 0§ I[f O A d W > d 4 O t- d d d d d 0 d d d o 0 0 d d d o 0 d 0 0.00 0.00 88888888888888 d d d d d Q 0 d o V Q p Q d 2 2 o� r 88 r 888 r VALU UN i a 8 xxS@ 888p 4I 88g8 oAai' 888R 8 i 812.848 r r ddgiy 814 $8 wj N :�i 8f¢� 8xx 8d 8 . §¢¢liod¢¢ N iQ r O 88 sr n 8 888 r 8 QQ v 1111161- L p p 8 8 66. 2.00 6.00 -18.00 1,790.00 p 8 8 r p p 0 8 cV 8 8 m W< 8 8 8 y 9' 159.00 159.00 782.00 p p 8 8 �v O p p 8 R°i, O /7 -5,378.00] 2,969.00 888882 8 t§ s v p p 8 8 8 8 O E O C' N 2.00 -21.00 0.03 p 8 8 OO p p 8 8 ui N i 88 l7 7-§n 2,175.00 2,375.00 1,359.60 1,501.00 2588888 0 ri N r A V O g 6666.40 1,086.40 2,551.50 (per I� O r N N 20,899.20 4,031.00 9,845.68 0.00 5,776.00 2,500.00, 19,800.00 low S N v N l7 l'� 8 O N� 0 8 0 G� O ig 8888$888888888.888.8S88e°8888S88888114888 "RRE§RBVRR r h Q Pl§gd"o'o:2"iti O1 Q iA'"id8g .- -888888888888888888888888888888888888 r(6o , — n ; oa 2 J a 8g8.8888888888888888888888888 o 0 d 0 0 d d o d o 0 0 0 0 0 d o o d o d d d d ci d o 8 d o 8 88g d d d 8 0 o 88 d o E W /3! 888888 5§ In O 5 1a§ g N [V r r 1,790.04, 77.00 888$qii$_88�8888�8888888881'888 N O , 8 r r § r Cj O O m C r 0§§ ; �Ny Q§ N N pp�� r g p Q N s�� O m 00 of 0 pp 8 §§ N W' O p 8 N O r) (h P! O N r a d W 2 $8 ONWON 888$ 1+C 888 8 888$ r 888 lOgOa)OO 8 88 8;O 8888 a.eas 888 OhOgWO 888 h 88 O 8 IL Y u88 'ANE?ig r 88 NH;r 2,316.72 940.80 518 fi r 1,364.00 1,339.80 882 IrgmggllO8g8 8ti8 f 88 88 . 88 088 r 2,500.00 13,200.001 8.8a12$$$ 88 Q5QoQM CN!mf7mof 8 �f 88 W UNIT PRICE co 8 88? cp oi6uiui.--00r-c4oinir-(V(V 0,644i d090,0,i90, V Q 8 8 :la 8 0,K0,40%OW(9MAmCsER(AER 8 000 8 60p4)m--6nzCCe^'r6 8 N ti 0 he 8 8 8 8 08 *p)CO r- 010,004 0 8 OO (V " $3,000.00 $375.00 $90.00 8 8 8 8 O H 0 S J J 6 WJ J J J LL 6 6 5 WW J J J y Mz 3 t a J J 506655 561`b QWJ 0 i g _ _ ao E e; M E ��po W E igg o g T {y 1 Y F. ® p� S ^ Y7 b� 8 W s : b 1. §- m lV , g b .. st N CG 1,5b bill O REEL PAV MRK TY I W 1 SLD REFL PAV MRK TY 1 W 2 SLD REFL PAV MRK TY 1 W AR - • REFL PAV MRK TYI W • - D REEL PAY MRK TY I V 4' SLD REFL PAV MRK TY tl (WI (4') (BRK) REEL PAV MRK TY 11 (W) (8') (SLD) REFL PAV MRK TY 11 (W) (12') (SLD) REFL PAV MRK TY I1 (W) (24') (SLD) REFL PAV MRK TY 11 1W1 (ARROW) —6 c IN J d' K MIS PAV MRKR CL B (REFL) TY 1-C MIS PAV MRKR CL B (REFL) TY II -C-R ROCK FILTER DAMS (TY 11 mi A� R _ ..,...,d Ill ! if SQjj SI MP SEDMT CONT FENCE TEMP SEDMT CONT FENCE (REMOVE & REPLA TEMP SEDMT CONT FENCE (REMOV) F1BERROLT. - DEAD END BARRICADE DUCTILE IRON FRTINOS FIRE HYDRANT RELOCATE EXIST FIRE HYDRANT BORE 8 STEEL ENCASEMENT 24 IN DIA) PIPE (6 IN IIA►!OO MIL1 LL AUTO COMB NR -VAC REL VALV ASSSM (2 IN) CONCRETE ENCASEMENT 5 - — J 42 i O change I order 13-8 O 4D. N to p O O C gg �H O O G Q $8,360.00 I $7,888.00 1 00'000'1,1S 00'1,66 PS 00 O C V!M1 $0.00 ($1,013.10) $2,858.00I $0.00 00000000N, O O O C to 0 P• C M►M!�AV!19S N to 0 Co C C 0 0 C CIA $0.00 $783.60 0 0 0 0 C C t/?N 0 0 0 00 O O V!V! 0 0 0 ai C W!/! H 0 0 G WWWW 6? 8 O �j Q1 W V V§§ a l`I 8-.-8-.. 8 N§ O t 19 080. 24 412. 8g O 0 S 8� SO O O O h ryc�' NT W pOp §§ p b$ s. 1.-1-8tlp W vf 8�8H g O c4 4 8 Opp § N'' k 878 if N"" 8 8S O§ gppp (19 O N O pJ m O �� pp 1n N p p 0 N g 0' N p 8S O8 N f O,f 8H A8 0 0 if b pa8 O 0 N O O 8 i ?2p iodQQQog0 O f 88888888 !`N -.- a 0.00 6,600.00 27,500.00 0.00 dod0ddddpo00dddddOddddd0 O d 2 4 2 U ¢ O 888 8 N 0 8 N 8 ••• 88 ei o 8 VALUE 1 2 3 •1t gi . .f N tri' l+f .- 888 t , 3 8 p 85 p 8 88pp p 7;5. r IqciT pp 0“. v Fv 88 ooo.oodvc,i p p 8 $8 p p 58p 8p ogo 8pp 8o 88888888. N e OVANSFi§ Q l� CI fQ , g §cni�'i O m 14,991.00 13,200.00 82,500.00 5,600.00 56,821.17 18,806.90 88,880.65 125,936.37 312,240.00 54,000.00 N' ippDppAS23ZG M N 7S O ago 'fin IN 10 11,091.60 21,157.20 4,180.00 8888888888g xi 25�o f0 T 0 er? 0 ... 8888888438888p8.8o8888-ki8888888888888888 HO p c0 /D tt) N spy r N pepi .' O ii v OOp oN o 8 $ i 888888888888888888888888888888888888 Z W w d VVJ a O o o 0 O o 0 0 0 O o O d d 0 d d d d d d 0 d oO 0 d O O d O d 0O 0 0 0 8 OVg8Np 1m!®NPMOlmtt ' 8 8 8 8 8 8 14,991.00 13,200.00 88,000.00 5,600.00 t 8 8 88 th 8E g' 8', 24.180.00 19,995.00 52,876.80 26,758.08 11,091.60 R88$8888 8888888 00-N5iiiNi Nfm.f O O .' 8 808 m_ r 8 084; OED 88 888 N 8 id 88 88I _ 8i .-npV8EpIR ,...:e 8O 8e= 8 r7 08 ,, .p" 88 S08(pi�D 885 §1 88 YN 8888®888pp8888.8.SSj88N=_�p8n.typ.8Vp8S88p��ay8$888ffi_��488_8H8888^8 O W 0 N p N NN 1�N-- N N 16 Zr) m §§§ O O) Cif p� If) Q O§ M a g§ �p ' ��pp $�p I<7 CO N O N V oo .- th N N l� O r' " N N 0§ .- �' N A Of § O t0 N O O f N '�t O f0 r . O Ol GD 10,218.00 1,440.00 W PRICE OSSS0S S�lO9S1NCO0 0' W V *0VI(A h $52.00 $60.00 $68.00 S S O S NO $56,821.17 $330.00 $93.00 $133.00 $200.00 $450.00 ON SSSS *ANN M N $15.00 $10.88 $185.82 $92.43 COO0 �S tA6A $10.00 $4,000.00 SSS0 NNm VP 409 h 0, dt (( W W << 5 W 11L� LLLL 5 J J a dd `` J W W W }} 1� 1� a U 5 5 J 5 t tt W W 6' I t y 16 }} U J J J �y 5I55 -5M V y>1 )t K C7 .- •. F O $ N .E r n R v 0 N1 a ; .- a gR Z� Ol N f r 01 C O/ A N m r Q (t+p� Fj § �- v g N e- S Z N E 8 Z N N m DESCRIPTION OF WORK Mato Nemo* My Supplier or Subcontractor ADJUST EXISTING 18 IN WATERLINE INSTALLATION OF HIGHWAY TRAFFIC SIGNAL X <7 STEEL ENCASEMENT w STEEL ENCASEMENT 20" STEEL ENCASEMENT 24" 'PIPE (12 IN DIA) (01) (WL) (GATE VALVE AND BOX (12 IN) VALV (16 IN) (GATE) FLUSH VALVE ASSEMBLY SPECIAL MOBILIZATION CL C CONC (RAIL FOUNDATION) RAIL (TY PR -1) RAIL (TY C411) RAIL (TY C411XMOD) CONC BOX CULV (8FTX8PT) WINOWALL (PW) (H.08 FT) HEADWALL (EH.FW 0) (Hue IN) CONCRETE DRIVEWAYS BARB WIRE PENCE GATES REMOV CONC (INLET) EXCAVATION PBD TVNNELL ISTRUCT EXCAVATION (CULV LARGE) IRRIGATION SLLEEVES SCH 40 6" 42" RCP SLEEVE 36" RCP SLEEVE PIPE 16" STEEL ENCASEMENT SLEEVE REMOVE Alm RPPL&C8 se" RCP ! 1 1 >c 4. k z K 2 e g v a 1 W 3 I - O P OI -1 N N & N NI NI N N N si d /OI d g z uI d zI d 4 v vI d s w) 1g f 2 s s • o' or-mCi'0000000000 o erra�''�er►�erserrenvlviv► 0 m adc r -000000000o 0 0 0 0 0 0 0 0 0 added added ($230,841.04) ' 0 c 0 o 0O oc 0<caVat`8 0 0 N 0 o 00' oriepe*i d! n o ') e0A N • 828.a -,88.8-.28; h b �- r lull N p =,88 O �' x 88 Its O $ O 'REVISED OVER/UNDER 88888* §g4l1, el h O YO � a k 8 8 O O 8 8 8 O G C 8 8 C C 8 8 O G 8 8 C G 8 8 C O 8 8 C C 10,880.00 8 iq 8. $$ ER8$18888888 '.. m O- cm C C O G G O 0.00 0.00 8 O e0 al8888 Cfh 8888888 COCGCGC pO 44 y� N �8 tcpD ll (MV y8 rN88$ .- �O O i§§ 888 P 8 O Y rZ §8 8 0 4 8 8 8 g 4 g 8 8 a& N 8 8 .- 8 8 .- N 8- Z 1 re 8 C 8 0 8=88888888888 o o 0 0 0 0 d o o d o 0 --"g I z _• j Z 352.00 185.64 67.20 ..--.4.0- 0 _ S 8 J. 888 p - - O O O 88 $4.25 1 10.eeo.001 $334.00 1 $87,508.00 00'098 88 g4 $850.00 $3,933.00 In ' OS A M IroQ ote'oL g 103.40 42.42 19.74 &g/rn 10,32300 1.386.00 23.240.00 34.80 0)0000'0 r-01000' IOR �� NM1a00mr- CN9 m) M�' N 6249 W UNIT PRICE O Pilit. $2.20 $0.42 $0.42 $38.00 $3,200.00 ��p--m o C C) CO 649 N 0C o o'0 sr C. 62 62 $880.25 $11.00 $23,240.00 $34.80 Fr Fp< t IN 1, _ " e• r- n T v `] NEtp I+, 0 E Yl g . 6 a 6 a WY CO v. v. v. N 04 R.- •' )ED NEW ITEMS DUE TO ROAD RETENTION lemon Ind discard et sole 1 i 6 l g:8i $; e E_ 14. l 1L 15152to ra 4 OBJ MRK TY n CLB (0M -24P) A REFL PAV MRK TY I (W) (4') (SLD) REFL PAV MRK TY 1 (Y) (8') (SLD) REFL PAV MRK TY 11 (W) (4') (SLD) REFL PAV MRK TY 11 (Y) (8') (SLD) r WAS1WATEREDR-35rser 4F1' DTA MANHOLES 1S' HEADWALL 30" HEADWALL 36' HEADWALL 4S" HEADWALL 1 4 - EEE i Q QQQQQQ z w 4 !8 o 2 n o% id o 2ig t t8 v v i�\\\\Wiitmim;nr S: Nw�j:: r� :: i�M�rs IIIM 1111. 2161111"1 �n asa+ 6.~ tus��li r■rall011awlca,■ r 11uu/II15111Mti OSS111sssssl 4..ituumo Ira �IstNf-i��..- infi111111111M ii :iiii l* �� VAIMUS111IIIN11 1 DalNllllladlliNII {111 MI Alk littlirr ••—iss+s+�+s±Ri��Ill 1.0 .0: Mime •Fiat:: .. 40s= +Iillitl4 : -/k1 ow i111f11af1111 %111.:.2.I: Si Er1110sz: E': i op1111�y0 ::i ff : � S►f� fftrffrafflalfn ♦ ll u 111 r��/ r. lt�Iuuiru.�__ ♦I��� r it 11111' .1ISS 1111011111101111111111.1 AIM Ma M. C■ Hall1� 1a : �1� ■��� �i11af1f1 rw �� �■: " raaaaaaaasaaaaar � � �r 11,41 �j�iS aa►� �� `j �� r■ .� i ssafl$ s iy am:`:: r■■• • w �'��•`���/ii~�'�'11S~ria~; i�•��'�I �i w :�illll .i i■� riiaasiaa� r� . 4s 1/111, • ��ii �. {alalia 1 as♦ ifassarlllr * \�� `-t 11171- Pli�� rgainiratu DATE: October 3, 2003 SUBJECT: City Council Meeting - October 9, 2003 ITEM: 13.F.2. Consider a resolution authorizing the Mayor to execute Change Order No. 14 with RGM Constructors, L.P., to adjust the contract amount for A.W. Grimes Boulevard, Phase I Extension. Resource: History: Tom Word, Chief of P. W. Operations Tom Martin, Transportation Services Director Bill Stablein, Construction Coordinator The adjustment is a credit of $144,816.39, bringing the total contract amount to $10,340,250.61. Change Order No. 14 adjusts the contract amount due to cost over/under-runs, quantity changes, new work items, and additional items added or changed. New work items include installation of water line under bridge. Funding: Cost: Contract amount adjustment: $144,816.39 credit Source of funds: Transportation Capital Improvements Program Capital Project Funds (Self Financed Utility) Outside Resources: RGM Constructors, L.P. Impact: Completion of new and additional items will allow for the completion of A.W. Grimes Boulevard Phase I so Phase II -A can begin. Benefit: Continued construction of A.W. Grimes Boulevard will be in accordance with the City's Master Transportation Plan. Public Comment: N/A Sponsor: N/A Executed Document Follows RttI CONSTRUCTORS, L.P. 15603 North IH 35 • Pflugerville, TX 78660 • (512) 990-8313 FINAL QUANTITIES AND CHANGES CHANGE ORDER # 14 4/28/2003 SUMMARY OF COSTS PREVIOUS SUBMISSIONS 1 ORIGINAL CONTRACT AMOUNT AS OF LAST CHANGE ORDER $10,485,067.00 2 QUANTITY OVER/UNDERRUNS AS SUBMITTED 3-4-03 ($442,072.63) 3 ADDITIONAL CONTRACT WORK PERFORMED SINCE SUBMITTED striping,gabions adjusted over/under $1,633.30 Over and under in quantities 4-1-03 ($440,439.33) 4 Additional work associated with extending the road 307,986.29 QUANTITY CHANGES $209,598.29 NEW WORK ITEMS $98,388.00 REVISED OVER AND UNDER ($132,453.04) 5 6 7 ADDITIONAL ITEMS ADDED OR CHANGED additional seeding CO # 5 underdrains ERROR co adjust error in co #11 add water service add vandal guards extra asphalt/hand work/hand curb see sheet TOTAL ADJUSTED CONTRACT AMOUNT $950.00 ($23,240.00) ($34.80) $850.00 $3,933.00 $5,178.45 ($12,363.35) $10,340,250.61 18 TOTAL AMOUNT THIS CHANGE ORDER ($144,816.39)I Page 1 of 2 Original Contract Price: Amount of Previous Change Orders: Amount the Contract will Decease/Increase with this chant Total Change Orders to Date: Contract Total including this Change Order will be: PERCENT OF ORIGINAL CONTRACT PRICE THIS CHANGE ORDER: PREVIOUS CHANGE ORDER: TOTAL % CHANGE: ORIGINAL CONTRACT PRICE PLUS CHANGORDERS: PREPARED En _i eer: Engineer: To $8,421,209.70 $2,063,857.30 ($144,816.39) $1,919,040.91 $10,340,250.61 -1.72% 24.51% 22.79% $10,340,250.61 P Contractor: Signa ure Contractor:i?abert G. Allison Print s e APPROVED: nrtev,e-z 1 r+AOS “30.p Company Name Title rj RC-, �c..�. c-tvc to c L , 1" Comp y ane Date F'V} -2"3 Title Date 4-2g-03 Date Title mRyv2- Page 2 of 2 /0- 9-Q 3 Date Sent By: RODRIGUEZ TRANSPORTATION GROUP; 512 231 9133; COST BREAKDOWN revised 4/14/03 Sep -18-03 10:54AM; Page 4 new New bid item—Install pipe under bridge 262 If 1 pipe support hangers -REVISED DETAIL 1 sum $10,432.00 $10,432.00 2 cores and sleeves 2 ea $ 1,100.00 $ 2,200.00 3 epoxy gel adhesive 3 units $ 225.00 $ 675.00 4 pipe materlais,couplings 1 sum $25,395.00 $25,395.00 5 paint materials/supplies 15 gals $ 40.00 $ 600.00 labor crew man epoxy plates to beams 1 days 3 $ 450.00 $ 450.00 bolt up braces 1 days 3 $ 450.00 $ 450.00 install braces on plates 1 days 4 5 600.00 $ 600.00 excavate around abutments 1 days 2 $ 300.00 $ 300.00 build temporary bracing/hangers 2 days 3 $ 450.00 $ 900.00 construct access 2 days 2 $ 300.00 $ 600.00 paint pipe 3 days 3 $ 450.00 $ 1,350.00 install pipe on supports. 10 days 5 $ 750.00 $ 7,500.00 Equipment snorkle lift 15 days $ 200.00 $ 3,000.00 sky track 15 days $ 260.00 $ 3,750.00 backhoe 5 days $ 200.00 $ 1,000.00 rigging equipment 1 sum $ 800.00 $ 800.00 portable lifting euipment 15 days $ 150.00 $ 2,250.00 scaffolding.platfforms 15 days $ 165.00 $ 2,475.00 supervision and expenses $39,302.00 $12,150,00 $13,275.00 15 days $ 260.00 $ 3,750.00 $ 3,750.00 Cost subtotal this bid item $68,477.00 568,477.00 oh 15% $10,271.55 profit 10% $ 7,874.86 bond 1% $ 866.23 subtotal post for this bid item $87,489.64 TOTAL UNIT PRICE say $ 334.00 PER/LF Sent By: RODRIGUEZ TRANSPORTATION GROUP; 512 231 9133; 4-aQ-08;10:52AM;AGT PtPE SUPPLY ROM ;5122527029 0 2r a -IOUs in Ez=ainaesIV= lit tilt AM= = yryarill=Mho mai MUM= Imair ase=NMI MS2p ri paInItr21Ristat= totrz stt=231113se4G11:1MIs taitmetawminitAtk asisra=ammtILER 211,1 QUOTE PRINT ACT/AUSTIN NO. 082907 ! 1400 GRAND AVENUE PRKUY PFLUDERVILLE, TX 78660 Page 1 i 04/30/03 ! • Sep -18-03 10:54AM; Page 5 Ship--ta: . AUG R1,.I1-to i 20655. • ! A. W. GRIMES ' RQM ' UONSTRUCTIQN .L. •P . r 1:5603, NORTH Z'H 36 ! PFLUGERVILLE, TX 78660 1 ! MII===.m,..m:m<mti=ipk==m=maltats=====mtnna;mommpr=IS:=i<17C=*=4A3k=m==1CifItrommummII1w1=14A11==== t==bgpR7l>Irmli;t0lm=cult+mmimm i !REFERENCE * ! EXPIRES • ! RLS•P 1, TERMS !'4!H ! FREIt3WT! SHIP VIA :!26246 1. NONE !134 !NET 30 DAYS. 140 !: PREPAID.! 1===t1a11_=======.0.,,s=1=1tmmaim muji,====11tr,mmmtlfs�,Altmisgmleeip1Cim..,====.m=m. .ApI=m4_.mmaio11117Ca171 m.m 1 i ! QUOTED BY: SAM !:QUOTED T01. ROBERT • 1 r =. 14.gi taInt114tmitCikawit t1tomm=sallrslignmai plionkumiNa tabai i===m0,0,al !...s.i..m.m.,mi....m... .mic iam�,mm=mts=mlmimlmm 1 • ! Z.TEMLDESCRLP ON. ! ORD EREA!:U i:!. PR°X E.!:UN!, EXTENSION! ! m wml=====Ct7htaC,l ftimmul.. Illfllsst=,===C ZAR=iCtSt44>ki=ll==,.s.l#ragmm===Imiuma..momWtu..t>:It==mm ===7-AAimaam1mq:RAm ! !27091612 !1.6 X 12 171. COMPAQ MJ' GRQar8. r 2•..0O1 EAX 645.0QQ1•EA•+,. 1290i00! !2701.1.616 21.6" X 1.6" DI COMPACT M.J 'TEE ! 2.. •Q0 .! EA! 4.1 5.000'!• EA ! S30.00! !2.716141.2 tie' X. /2"."- or C.QMPAC r SED • 7..00•!. Eitl !: Q ., 00.0 !• EA !, 4,1000! ! !REDUCER CL ! 1 .! :! ! 1 ! 271.6.1408 !.1.6"' X. Q DI- CcRIPACT' SEB- ! 1.001E04 1.80 ..000.!:SA !: 180.00! ! ' !REOUCER CL ! ! ! 1 1 , !2716120e !IV' X. S" ar COMPACT.. SEB ! 2.00 !.EA:!.7740007A1 154.00 ! !'RE0UM CL 1 :! 1 - ! !270708.00. '.8•" or MJ- 801.10 PLUG !. 3...04. !.EA?!: 70.6901EA1 62.07! • .127'071200 !II" DI MJ .SOLID PLUS ! 3.00 ! EA ! 40.000 !EA ! 120.00! • !.600.1.1.1.346 ! 1.6. MEGA' 'U!Q- FOR. !?'.- I:.. ACC, KIN. 2,4:. 00! EA; 1, 1.33.99r0.!.'EA.!: 321.5..76 ! .!6001I112 11.2 •MEGA -LTi FOR 0.1. ACC. KI! 12.00!E! .70.9801 EAS! .851.74! ±6001.l1,0 . !a MEGA,LUO FOR D. 1'., ACC.. KIT'! 7.004Ea!;O. 11.0'! EA,! 2,1.0.77! 1 ! ! ! ! ! ! 1 ! ! ! ! ! 1 • ! ! .! 1 ! 1 1 1' 4 ! 1 1 i 1 ! ! i ! ! ! 1 1 ! i. - ! ! 1 r ! 1 ! ! ! 1 1 I . ! '7 ', I% I S ! ! 1 i 1 ! ! i ! I 1 1 .ire! i i !. ! 1 !-- ! 1 1 ! ! 1 I { •i ! ! 1 ! t ! i 1 I I I 1 1 ! ! t I ! 1 1 I ! l ! 1 1 ! ! t t i { 1 1 ! I ! I I t ! i 1 1 I 1 1 . 1 t 1 ! ! ! ! ! ! 1 ! 1 1 t ! i 1 1 ! i 1 ! =t;e""22=fA�iS =!=m'"=1111m7mm1.RummuCtm icom= sml.m====4....ww=====tptft====:msitlfmgll.kr.m..=.m==t= 1 !MERCHANDISE! tIISC ! TAX! FREIGHT! i'AL. ! WEIQH�T r.....�_ r., ! 1234 7324. '36'. .00! . 0.0 ! . 00.! 7524.3 ! A.W. Grimes Boulevard Phase I Extension AMOUNT BID E/r o w di co r' y4 '1 Z — H3 g EA t E• m f pp t'� a GI}c.05 o N eq BID ITEM DESCRIPTION AND UNIT PRICE BID WRITTEN 1N WORDS PREP ROW FOR THREE HUNDRED DOLLARS AND NO CENTS PER STATION REMOVE CONC. (C&G) FOR FOUR DOLLARS AND NO CENTS PER LINEAR FOOT 'EXCAVATION (RDWY) FOR TWO DOLLARS AND EIGHTY FOUR CENTS PER CUBIC YARD EMBANKMENT (ORD COMP)(TY B-CL3) FOR FIVE DOLLARS AND FIFTY CENTS PER CUBIC YARD ROLLING (PROOF) FOR ONE HUNDRED TWENTY TWO DOLLARS AND NO CENTS PER HOUR Er ll ".. r4 Mml ;411 QUANTITIES o N Z O en c 1 - f`11N : ..r o ...i SPECIFICATION ITEM MASER O .r WIO p4 lin O .r IA N C En •.O C al -r t wn ,J z _ 7 abed `WVg?:6 F.0-ZZ-deS PAGE I OF 6 tf.E l6 lE'Z ?Ls `dnodO NOIlV1dOdSNVdl Z3noidaOd I LIE E' abed tWV97:6 CO-ZZ-daS `• eF l6 le7 Z l9 ! df1OHJ NOIlVlHOdSNVbl Z3f OIb4Oa PAGE 2 OF 6 8 qua ur, `a h GI) O o a4 N a N a o "S L a vr BID ITEM DESCRIPTION AND UNIT PRICE BID WRITTEN LN WORDS FLEX BASE (TY D-GR6-CL4)(104) FOR SIXTEEN DOLLARS AND FORTY FIVE CENTS PER CUBIC YARD _ LIME TREAT SUBGR (OCHS") FOR TWO DOLLARS AND TWENTY FIVE CENTS PER SQUARE YARD LIME (TY A SLURRY OR TYC SLURRY) FOR EIGHTY FOUR DOLLARS AND N O CENTS PER TON PRIME COAT - AE -P FOR ONE DOLLARS AND FOURTEEN CENTS PER GAL HMAC - TY B - PG64-22 FOR THIRTY THREE DOLLARS AND SEVENTY FIVE CENTS PER TON _ I -SMAC- TYC -PG7U22 FOR THIRTY FIVE DOLLARS AND SEVENTY FIVE CENTS PER TON .. ;,,+ V r `� z ° V z F z OE. hi d 697.00 g41 Oti 1n N O 302,00 CD N NN g N SPECIFICATION ITEM NUMBER CI, Q V. kro � N T tai In Q N til Z M [V In A A 8 Qi 1 ao v: o r, r-; r. E' abed tWV97:6 CO-ZZ-daS `• eF l6 le7 Z l9 ! df1OHJ NOIlVlHOdSNVbl Z3f OIb4Oa PAGE 2 OF 6 8 qua AhMO1:NT BID %/4 60.,as O a 4 ier P Z fA O Ca 4 609.GA o trl ei UNIT PRICE BID IN NUMBERS o C p 3 C.03 b 60f r:0-1 BID ITEM DESCRIPTION AND UNIT PRICE BID WRITTEN IN WORDS TRENCH EXCAV PROTECTION FOR ONE DOLLARS AND NO CENTS PER LINEAR FOOT RC PIPE - CLI11-18" FOR THIRTY THREE DOLLARS AND NO CENTS PER LINEAR FOOT INLET COMPL-TYH-10' FOR TWO THOUSAND SEVEN HUNDRED DOLLARS AND NO CENTS EACH RENT O V & REPL DROP INLET - TY I FOR ONE TIIOURSAND EIGHT HUNDRED DOLLARS AND NO CENTS EACH CONC. VALLEY GUTTER FOR ELEVEN DOLLARS AND SEVENTY FIVE CENTS PER LINEAR FOOT CONCC&G-TY1 FOR SLY DOLLARS AND TWENTY FIVE CENTS PER LINEAR FOOT J 14 Ind f 40 fh v. QUANTITIES SPECIFICATION ITEM NUMBER ON ONZ, C� ell ae Q Gra G W g N (.r, 4 ori vi r L/t abed tWV97:6 EO-ZZ-daS PAGE 3 OF 6 04 n l6 Le? Z lsi t df10HO NOIlVIHOdSNVHl Z3f OIHaOH : AH ),LI;' L/ s abed `-VVVL7:6 Eo -ZZ -deg PAGE 4 OF 6 `-E'E' L6 LE Z Z LS `- df OEJO NOI±VIEOdSNVal Z3noIdood : A ����' N 44 rz G4 c.) a a rs) g GP 4R rA ft 0 N E/? MIEr" 2 GA ii BID ITEM DESCRIPTION AND UNIT PRICE BID WRITTEN IN WORDS CONCRETE DRWY FOR FIVE DOLLARS AND NO CENTS PER SQUARE FOOT DUCTILE IRON FFIT I1NGS FOR FIVE HUNDRED DOLLARS AND NO CENTS PER TON FIRE HYDRANT FOR TWO THOUSAND TWO HUNDRED DOLLARS AND NO CENTS EACH 16" STFET, ENCASEMENT FOR IlI[TY TWO DOLLARS AND NO CENTS PER LINEAR FOOT 24" STEEL ENCASEMENT FOR SIXTY EIGHT DOLLARS AND NO CENTS PER LINEAR FOOT WATERLINE PIPE - 16" DI - BRIDGE MINT, FOR THREE HUNDRED THIRTY FOUR DOLLARS AND NO CENTS ,PER LINEAR FOOT cn O v 4 ..a • ..a .4 QUANTITIES 2065.00 C. O fir O N Q O D Q - O O N N SPECIFICATION ITEM NUMBER .... Ill C, d 'an `D I 4 o0 In 1 : In co b 1" Q, in 6 In C Vqq ab .n Cd 0 r4. 1:2 L e CID O, r.4 C. N Tr"; N N !"j 4-4 L/ s abed `-VVVL7:6 Eo -ZZ -deg PAGE 4 OF 6 `-E'E' L6 LE Z Z LS `- df OEJO NOI±VIEOdSNVal Z3noIdood : A ����' L/9 aged `•WVL7:6 E:0 -ZZ -ds EE l6 LE!? Z LS t df10HO NOIlVIEOdSNVdl z no daod PAGE5OF6 O aeo r, vp g 4::• '"1, I a k n R. VI J m G c E/}kin c $ G/9 o d N fa, Ih tss BID ITEM DESCRIPTION AND t)NTT PRICE BID WRITTEN IN WORDS WATERLINE PIPE - 16" Dl FOR FORTY ONE DOLLARS AND NO CENTS PER LINEAR FOOT WATERLINE PIPE - 8" DI FOR THIRTY DOLLARS AND NO CENTS PER LINEAR FOOT GATE VALVE & BOX - 6" FOR SIX HUNDRED DOLLARS AND NO CENTS EACH GATE VALVE &. BOX -8" FOR EIGHT HUNDRED DOLLARS AND NO • CENTS EACH GATE VALVE & BOX - 12" FOR TWO THOUSAND TWO HUNDRED DOLLARS AND NO CENTS EACH GATE VALVE & BOX - 16" FOR FIVE THOUSAND FIVE HUNDRED DOLLARS AND NO CENTS EACH E'm fir QUANTITIES 0 0 'JO r 250.00 0 a BID SPECIFICATION ITEM ITEM 'I IMBENUMBER ..... 11) 1 ►� ur, ...i to a4 .� kr, ...I :% T'1 rr, w In rl V) WI Ill)u, Ct. .1 N 10.1 4 7.I 41 N N ,,D N N N N L/9 aged `•WVL7:6 E:0 -ZZ -ds EE l6 LE!? Z LS t df10HO NOIlVIEOdSNVdl z no daod PAGE5OF6 L/L abPd `•WVLZ:6 EO-ZZ-daS PACE 6 OF 6 `• EE' l6 lf? ?LS `• dflO IO NOIlVIdOdSNVbl Z3(IOIEOOb .: A8 -(Je O 8 LD ccA a -" 1, eqi o © °° EA ari a= r 427 In UTsIT PRICE BID IN NUMBERS o C: e -i g Or rot eq BID ITEM DESCRIPTION AND UNIT PRICE BID WRITTEN IN WORDS AUTO COMB AIR - VAC REL VAL ASSEM - 2" FOR TWO THOUSAND THREE HUNDRED DOLLARS AND NO CENTS EACH `1OBILZATION FOR TEN THOUSAND DOLLARS AND NO CENTS PER LUMP SUM EXTORT & DISPOSAL OF SPOILS FOR FOUR DOLLARS AND TWENTY FIVE CENTS PER CUBIC YARD O F J t v) .:r a 2560.00 SPECIFICATION ITEM NUMBER d ceIra v 4 kr) o I C4 en L/L abPd `•WVLZ:6 EO-ZZ-daS PACE 6 OF 6 `• EE' l6 lf? ?LS `• dflO IO NOIlVIdOdSNVbl Z3(IOIEOOb .: A8 -(Je luminary of quantities — D 6 D 4Rr-CAVI0VlcD O A oC) CM(V I'- CO .-- I,: VI to olUloCO O 64OiCDCDui4CDo1 N T t4Nui40—oie Vl Vi (00 V) OVI A)m10MIT-of 04 Tr � NT- CO., CO VI INO1 COLO � CNI to I $t'f,bUU.UU ($976.00) 11,485.85 ($48,101.27) ($99,337.56) F. Osmvmvo0000,: A4I-P.c'i•-0 000004g8OiflVlteteC4 In �is: yV ER NNe0)), gA�)a4" tie CA (O VI 0o0o1�1 e0�I A 0-0-'01 nL•flL 'zs 00.06 nn•nt D 8888888 c7 E C Q m` g§ N 8 O O ep ' O N 8i881 O g§ h H r r 31 152... = 527 567.! 211 217.99 88F��889i A O o Ol 1f1 17,759.00 18,047.87 304,421.92 123,506.60 520,886.80 130,863.45 892,381.10 433,442.00 286,223.22 m 888 O H csc 1091.0e1 00'0 91i•Z69'L 0 0 0 0 0 0 0 0 0.00 244.00 88 § 8 344.28 0.00 7,425.001 7,865.00 0.00 v O O O O O O O O O O VNI7.`f .. I REMAINING 8 8Q 2,779.00 219.00 8 697.00 258.00 0.75 302.00 220.00' 8p8 8 O 0.00 512.00 0.00 0.00 0.00 0.00 2,484.50 -52,819.00 -5,028.64 Y 1t�7._ Ti coN 4 4 Q • N jm� tVr 0.00 -48,681.77 -99,400.56 -14,414.16 7,704.98 -37,692.88 -42,802.40 -91,243.64 12,641.46 184.00 0.00 0.00 0.00 0.00 4,027.45 2,310.10 0.00 0.00 0 O 68 68 08880 80 8th 8888888M882g SI cn -IN v N n( 4tlD to Pj N 88 N ' 0.00 21,636.34 1,183.34 12,644.00 -160.52 1,116.82 1,197.27', 2,417.05 -332.67 -184.00 0.00 0.00 C C N h 0 0 0 0 31,710.001 4,840.00 4,872.00 139,730.84 52,500.00 356,906.00 28,920.50 0.00 O 84 r- o 47 O Oj 31,152.001 8,540.00 516,102.30 210,637.49 249,115.44 10,590.60 9,624.96 342,197.33 356,060.35, 333,519.36. 25,941.46 17,274.00 16,047.87 304,421.92 r123,506.80 520,886.80 130,863.45 892,381.10 433,442.00 286,223.22 270,072.88 8 Z dD m R. 8 8 8 8t 8 8 8 i[• c0 O 5Q� 8 O 8 8 c0 N sr ffi 8 (V l� N r 8 8 V' O 8 �8 '� CO t7 W 8 8 0 m ti 8 8 t[1 H c....7 M tai Ti '' 0 O CO !�l 4 8 8 4 • P I� tom- •CTr, fV (�p C7 I, h- l 8 • w Z 888888 88888888888888888888888888888 O C O C O O O O O O O O O O O C O O O O O O O O O 0 O O C O O O O O O { t_ ig g 2 Q. WORK COMI PREVIOUS Nti ;Z 31,710.00 4,840.00 4,872.00 139,730.84 52,500.00 356,908.00 28,920.50 0.00 80 M r o 13,999.48 11,700.15 31,152.00 8,540.00 516,102.30 210,637.49 249,115.44 10,590.60 9,624.96 342,197.33 356,060.35, 333,519.36' 25,941.46 17,274 001 7,274.001 16,047.87 304,421.92 123,506.60 520,886.80 130,863.45 892,381.10 433,442.00 286,223.22 270,072.88 8 .g D _ 8 8 8 8 8 8 8 c0 QQ c� O � N I[7 00 ��.'1 < n Z. 8 O 8 8 W V N V4' ry p 8 8 8 8 N 4 O I'll. <- CO n - to 8 8 8 8 `r 8 8 A Y CO to Capt �Np C (p.� M CO W N g CO (O N �7 8. H Nv of O of cC 1� o 4 8 m,2 8 4 12 IA t� 1"- .'. (g QQ cd M ti a W C7 g g 0 1[f ..a 8 app O 1s O J w 31,710.00 4,840.00 4,360.00 139,730.84 52,500.00 356,906.00 26,456.00 52.819.00 g4) O In 5,026.64 8,783.00 22,814.00 35,076.30 24,552.00 9,760.00 516,102.30 259,319.25 348,516.00 25,004.76 1,920.001, 379,890.00' 398,862.75 424,763.00 13,300.00 17,090.00 16,047.87 304,421.92 123,506.60 8CM888t€Nf88 (f p O ( N O a N Of M H CO 01 N `1 UNIT PRICE 000s�}}00 000) O O000OO O6 CS OS4e4 r: ui 6e4666,- O b IA VI V) V% W.VliA69EFi�V96901 01 -N- CO t) 00000 N 0000Q -uiC46 Vl te $16.45 $2.25 $84.00 $1.14 $48.00 $33.75 $35.75 $37.75 $38.00 $1.00 $53.00 $88.00 $329.00 CO <-i') <11 � v- 69 V! Vl 49 c fA Z C 6 -5 6 6 6 6 W N to Z 6 J S chi CO O,1 0§ O p_ti J J U 6 U Cn % J J yy L n N b O O 8 p� p CG O N " 4 $ a b O1 c� N pOH r g F V N y F_ 7_ - 6 U •1 {O• �Dt I��p N I. 1e 1 1 1/ g pppppp n io DESCRIPTION OP WORK (State Name of My Supplier or Subcontractor PREP ROW REMOV CONC (SDWLK) REMOV CONC (CURB & GUTTER) EXCAVATION (RDWY) EXCAVATION (CHAN) EMBANK (ORD COMP)(TY BXCL 3) FURN AND PLAC TPSL (CL 285") BLOCK SOD (BERMUDA 42' X 100' ROLL) CELL FIB SEED (TEMPXWARM) CELL FIB SEED (TEMP)(COOL) 1HAY OR STRAW SEED (PERM)(RURALXCLAY) VEGETATIVE WATERING SOIL RET BLNKT (CL 1)(TY A) IRRIGATION ECASEMENT PVC (SCHD) (40) (4") ROLLING (PROOF) FL BS (COMPL IN PLACXTY D ORB CL 4) LIME TRT SUBGR (OC) (81 UME (TY A SLURRY OR TY C SLURRY) PRIME COAT (AE -P) ASPH CONC (TV C)(LEVEL UP%PG 64-22) HOT MIX ASPHALTIC (TY B) (PG 6422) HOT MIX ASPHALTIC (TY C) (PG 70.22) HOT MIX ASPHALTIC (TY C PV 32 SURF) (PG 76 PLANE ASPH CONC PAV (0" TO 2") TRENCH EXCAV PROTECTION DRILL SHAFT (18 IN) DRILL SHAFT (30 IN) CL O CONC (ABUT) CL C CONC (BENT) CL C CONC (APPR SLAB) REINF CONC SLAB (CL S) RETAINING WALL (MSE) PRESTR CONC BEAM (TY A) PRESTR CONC BEAM (TY C) CONC SURF TREAT I{l1 i w Z — N MI ♦ aI mI I „I 001 Ofl FI �I �I .v -I :_=_I :2I :el �I :2I 21 NI N1 (VI NI CSI NJIII N 2l d g MI gI t"! ummary of quantities _ S C5 30000000OooO0000tn000000$000000000i 0 0 66c)ri O fHMNr-OO6,9.6,OO696,C9OK D 0 NCV 69 0 C) O aS66uiOCCOC6ci66 N er 6 t9 a D Oh O O CO N tH O O CD .- e- CO to 49 O 0 O O O O O Ch O .N--��49 69 N O f)OOC V' N .- OD O C �) O NC9O0 0 O O cp o CO O9 ON O OO.•666 I.—MteO1AOO O ED OD N ON9EA `"' 0 0 OD N. 0 0 0 0 9 OCCC• M A as 0 0 iR. 0 0 0. ; 118 369. 8 775.00 39,000. 8. $ 8)fiX` $ $ i :::1)§§ $ $ $ $ p8 2°°$4NM $ $ 888 8. $ O $ O O . k3 fV $ $ $ 8 8 I[1 0... 4320... 124 070... m 6§ 8 8 q (V 8 '- 8888 0 0 0 0.00 8,613.00 0.00 0.00 O O O Q ffiffie- Q O 1ri 0 0 0• O 0.00 0.00 C G O 0 0 0 0 0 0 0 0 0 5"617=-"r UNITS REMAINING 261.00 88 N O 8888 LV E 0.00 2,610.30 7,416.00 , -389.80 d N O O S O N O O O O -60000 -7,020.39 8 -21,000.00 -2,840.00 5,871.00 -7,810.00 O O Q O M - Q , va)� O 3.75 59.10 0.00 0.00 -79.10 -206.00 8.60 8 O 0.001 0.00 8 8 .� 0 8 8 0 0 8 8 O G 8 8 g gi r 8 8 In d V' 30.00 220.00 -1,236.00 142.00 8 O 8 8 N O .8 8 - 8 O 118,369.50 8,775.00 39,000.00 193,360.00 132,825.00 77,544.00 34,013.00 88 g c`n') 88 88 �Wp N In ^ 8 88 O� § N N 8 8 g O M 88 pO g O l�f le tp Y 0.00 4,729.61 8 8 pO O In O F0.00 4,320.00 124,070.00 6,215.00 8 (^O 8 8 V 88 S8 O O CO N 88 8 d i N 8 M PLICATION VALUE I UNITS 1 88888888•• § O 88888888888888888888888888==88888888 p 0 0 r pN ,4_,- O�7 1� V N C) O O O O N N O O W Q O O r O O Q O O O .- co O O M O O R.888 N 0 0 § r 0 0 •: 8 O M 0 0 0 8 8 Q O r- N • 0 8 8 0 0 8 �8p S 0 0 8 8 N 0 0 88ry (O V 0 w w Z 888 c7S n§ 0,51 193,360.00 132,825.00 77,544.00 34,013.00 8Q g n -, 888}8888Q89�Q� g Ki Il'1 g iv N N gag M E In l7 ;_- 0.00 4,729.61 205 g t0 0.00 4,320.00 124,070.00 6,215.00 888 lu`� g V 88888 tS t5 O N g 1� r N M E 1 _ ! 8 8 8 (1 Orl § 4 8 8 8 F -..g f+N R (V 8 W N N N 8 8 O) 8 8 1'z 8 8 C O V2 8 GD O 8 8 g g 8,9 O O 8 8 '- ?a. 8 8 8 8 O § NfD (T 8 8 C] _ 8 8 8 8 '' W 8 8 N 8 , �N78 0 J W u_ �; 88888888 N cog TM0Sp2 (• g NN � pti E r 58,900.00 7,200.00 124,200.00 25.200.00 88 O8 24,957.00 233087.50 600.00 11.750.001 oN N t0 m - n m 8 8 NN 8 M y W PRICE II°°°° 0000 CpCC M CAm10 N016904 6% 69 $2-50.00 $33.00 $36.00 $43,00 9.-y-009.000D0CD6)6, ��O9 OOOOppOOO4O'o0OOOOO4C) _ CV 49 OM9��tO fR tAONmtOOO.^V Ot00000 0!090 OA te $700.00 $12.00 $4.75 $55.00 000000 y- 6OCCO666 .69 00000!19. in ODO61CD69 ON to h 0N9- d9 v) CO 9- Nl 1n 69 J J J ` W W 6 W J i J J 5 J ri J J 6 6 4 Q 1 ..1 J U ti 'OCpp �y r N q f h f O N § W fCV( t0 (O ,V u N O N tQ[l G Y _ T RIPRAP (CONCXCL BX5") RIPRAP (CONCXCL B)(VEG CONT) EXPAN8K)N JOINTS 4 IN) SEALED CONC BOX CULV (8 FTX 4 FT) RC PIPE (CL 111x18 ") RC PIPE (CN4)f24-"-}--- Ol'. Omar /AI IIIV7/1 IAA Z Z LT. e ie) < a x t ? (INLET (COMPLXTY 11)(101 ET IMAM. 1 15' INL xTY IX ) WINGWALL FW.S (45 DEGREES) H 4 FT JACKS BORE PIPE RCP) (CL III) (30)( MOBILIZATION BARBS SIGNS ANO TC/AC HANDLE CONC VALLEY GUTTER CONCUTTER CURB & G(R/ Al WHEELCHAIR RAMP (TY 1) l`fNJPocT.0 QIAMA/AI I/ /r. IAII ro O 5 a a r =YinI 'VW/YeYV RDWY ILL AM U ' SPL -CO ,.1 ,. 1 CONDUIT RM, CONDUIT PVC, SCHO40,2" CONDUIT SCHD 2 80x (Pvcx ) ELEC CONDUCTOR (NO. 8) BARE F C 8 INSULATED LE CONDUCTOR(NO. ) GROUND BOX TY C (162911) W/APRON INSTALL AA VA GROUND BOX W/APRON 12 1 ELEC SERV TYD(120/240)070(NS)GS(E)SP(0) CIA M Al L RDSD SGN ASS t I I SMALL RDSD 8GN ASSM (TY D.4) EFLPAV MIR(4.)(BR KR A I I ty) ) REF). PAV MRK T/ I (W) (8") (SLD) 4 t:P g MI cr.,' g :I al 41 4 V V 4 I 41$1 pl RI 21 al 21 21 21 2 2 2 d ml 2I al 21 1 11,1 al 21 d nl gI d 1- J �[ e F 8 O 1 Sb7 O007y-1AMV/OCDI 00000 NOOOCDr'maD' t Ui OcoOp1,t-efN(O( e= ft) O O V) V► ...� Es- 6 O Uv aooi ('i t V! V! i .....• ($ZUb.4U) ($76.00) 000000,00 R DcGNOO 6 ;,-; ��cOl7aDf� Nf9�Na3NCDr�A M! ... g s j V! V1 Vi .. 1,0) 17 0 g ,ZOO �..�..� ;TO OOOCO g ei ci c7�pMYi�A , V! 0000m000g0000000 6 6 13wpGdNR1 V! CO Oe- 6 i gpCONv>OOCDP,VP•rOOO 0 N V!VlV/NMtH OOO N C nj CO G V �000D 1� 0000000 O C Ifi �(pp M� C co C C rm0101 aa}} ��lN9V� CO ..yy� TOTAL IN PLACE 2i Z,175.001 2,375.00 8$ g_ogSgggrgoOvg§Qrylii rrr 58fi88 r 8844Si8 r 8 .-88E3Si r r NR 4E3888888 .t W r§§ n O 8 -m§ N 88 j C 475,729.15 8,500.00 9,200.00 TO INSTALL ROAD p p d o p 8 o d 8 88 o d 8 o o p p d o p p d d 8 p 88 o o d 8 d o 8 d d o 88888888888�:ff d d d d d ddo ^. 888888MMS o dmd ..-- .- $ UNITS REMAINING TO INSTALL ROAD 88 8 In N 888 VALUE OF UNITS -1,604.20 -395.00 -150.00 -570.00 19.80 ffi88888.8iZ88�8S88Fi88 �p i fr�r g . p- N C G1E1 .6 N 2,292.16 $,320.00 888888 O® O cD c 7,875.00 0.00 88888 8 8 1-- ai 2.00 6.00 -18.00 1,790.00 1,254.00 617.00 8 8 N O 888 p r 8 8 r0 00 0 r 666.40 47.00 1,086.40 84.00 2,551.50 -84.00 8 8 8 g 88- d 1,476.10 782.00 732.96 782.00 1,638.00 0.00 8 N O c;� 8F N N N 20,899.201 -5,378.00 4,031.00 2,969.00 8 8 8 V' V S18 a, I o W CU- ' 5,776.001 286.00 2,500.00 0.00 p 8 8 Cf c.1 8 8 32,250.00 -21.00 3,600.00 0.00 431,613.15 0.00 5,200.00 -2.00 6,900.00 0.00 8 T.,- 8 O W 0 Z > 143.00 550.00 2,175.00 2,375.00 1,359.60 1,501.00 1,790.04 77.00 Z8 8 8 8 8 8 8 88 pNrPNp0OOmd1� r V 88{ 8 Nr 88 8N 7 8 8 88 8 0 0 8 a 800) 88% 8 W V 88•888 O Mi a0 . O) O 880-t�888 CO t) O G 1 H WORK COMPLETED w 8 8 8 8 8 8 8 8 00000000000000000000000 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 d 8i8 8 8 d i,d b o I 8 8 O d 8 8 8 8 8 O d o tO d 8 d W Z 1EVI0U8 VALUE IN PLACE 143.00 550.00 2,175.00 2,375.00 1,359.60 1,501.00 1,790.04 77.00 286.00 1 102.00 8p88 § r,_ 666.40 1,086.40 2,551.50 8 d 1,476.10 732.96 1,638.00' 88 § N 20:899.20 4,031.00 8/.,,8 8 .48O m 'InL- N 8W 8 co 32,250.00 3,600.00 431,813.15 5,200.00 6,900.00 8 O O W888888888888888888888-8888888888,-888 O Oi Q �V t�,� N N �(yj fV O Oi N �f) t� N 07 C) N O O aD CO cD O O m M O b Iri O O g 4 N W PI t0 SCHEDULED VALUE 1,747.20 945.00 2,325.00 2,945.00 1,339.80 1,841.10 2,316.72 940.80 " r p r ?888 0 N- 2,880.001 2,363.00' 8�f888888N N ` h- N8 co- r N 8 c, 8-888 M8— 8 e m . Q W UNIT PRICE $2.60 $5.00 $75.00 $95.00 $1.10 $0.19 $0.42 31.40 O O V) c ) O O ;: O O O GDtA0Ntt1�0 Li Ogg;': iR Vi � O t f) V! (fl to N 0 gr•' (A Vl VP 3160.00 3170.00 10 0 O r r0 to t N O 0 �fi O 0)O EA 0 Vf $2,200.00 33,000.00 $375.00 $90.00 $41.00 $650.00 $2.300.00 0 H J J W W J J J J J 6 W W W J J J w fA 2 2 J l u J 6 6 J J J 6 6 J V >r ppppb�t'''' i Q v M !7 N f0 f0 n W m � 011 � �O - w N y� is h N < p� n ui o o' t�p pp uN O � �. Q �'ap{ pq E to 1� . N • .o �O . M' N DESCRIPTION OF WORK (Stabs Name o My Supplier or Subcontractor REFL PAV MRK TY I W 12" SW REFL PAV MRK TY I W 24" SLD REFL PAV MRK TY 11W ARR. REFL PAV MRK TV I ANN NVDRDn REFL PAV MRK TY I V 4" SLD REFL PAV MRK TY II W 4" BRK REFL PAV MRK TY II up 8" SLD REFL PAV MRK TY 11(W) (12") (SLD) REFL PAV MRK TY II (W) (24') (SLD) REFL PAV MRK TY II (N!) (ARROW) REFL PAV MRK TY II (W) (WORD) REFL PAV MRK TY tl (Y) (4") (SLD) RAIS PAV MRKR CL B (REFL) TY -0 RAIS PAV MRKR CL B (REFL) TV II -C-R ROCK FILTER DAMS (TY 1) ROCK FILTER DAMS (REMOV & REPLACXTY 1) ROCK FILTER DAMS (REMOVXTY 1) CONSTRUCT EXIT (TY 1) CONSTRUCT EXIT (REMOVXTY 1) BKHOE WORK (EROSN CONT)(CL 1) BLARING WORK (EROSN CONT)(CL 1) GABION MATTRESSES (61N) TEMP SEDMT CONT FENCE TEMP SEDMT CONT FENCE (REMOVE & REPLA TEMP SEDMT CONT FENCE (REMOV) FIBER ROLL DEAD END BARRICADE DUCTILE IRON FITTINGS FIRE HYDRANT RELOCATE EXIST FIRE HYDRANT BORE & STEEL ENCASEMENT 24 IN DIA) PIPE (6 IN DIA) (DI) (WL) PIPE (16 IN DIA) (DI) (WL) GATE VALVE AND 80X (6 IN) AUTO COMB AIR -VAC REL VALV ASSEM (2 IN) CONCRETE ENCASEMENT Q x g n1 IZI PI � � �� V 2 � ° ,� �I �� �I �I8I til d d gi Qi gI � gI rI �i?�1? F =1 F -i :I , _ 500000000000 D 0 6GCc6ci66 D V!000 D I.NC>(pR.i.- 9 .01.46,- 0 0 M.T.O 0 0 W f9 0 rsZOOOciei6 a0EA00f9V>�0 )(t7)0*0 f9 0 0 V) � (0 0 0— 0*0 -- 6940 ;,urno.ovli ($811.80) e•I *AA nn z 6CCIhOOtiC46t().-CC)CG(6ci6 049401..40,t040.10 ef9VlhVlV?V!Vlf9N 00000000Net 0 0 IA Q' to NN 0 0 0 0 ,44.016,M11)069.49 0.- t()() V! m V>a0 6f9 0000000 O m 1- if! 0 0 V)0 N t 0 0 V)f90i 0( (- f9 88881 R4 g °° 44 200. 19 080. 24,412. of o m, 066L1.1/ 16806.'.' 86 880.85 125 936.37 88 ; 20,000.00 1200... MOM 88888888' N N < N 11,091. 21 157.20 8888 O O Q Q g O S O Q g O O O d O O O O O N O O O O O O O O O O O O O O 0.00 0.00 REMAINING 888p1n ill 6 N N 8 p N 88 ri Y'7 8 N 888888 g d tV 0 0 0 ii m -272.00 4,997.00 4,400.00 33,000.00 0.00 C M 0" E 07 91 C N C 15,152.50 0.00 O O O C 3,525.12 371.64 0.00 783.60 G Q o 0.00 1,706.00 888888888888 r- O C O a (8 V M N (Q O 0.00 3.07 17.20 4.60 V O O O d O (7 O O O O 0.00 -324.00 88888888 O4 4 0.00 139,482.80 22,080.00 7,200.00 31,200.00 19,080.00 16,252.00 14,991.00 13,200.00 82,500.00 5,800.00 56,821.17 16,806.90 86,680.65 125,936.37 312,240.00 88 88 88 ZN 1,200.00 38,612.50 8 O N-' ( 1,200.00. 24,180.00 19,995.00 52,876.80 26,758.08 11,091.80 21,157.20 8 N Y co 8 Y 0t Ej � Y O O 8 8 8 O 8 8 W 8 Q ffi 8 8 8 8 8 8 ai S m (p r N M N M 8 8Q 8 8�Q 8 O tf7 CN,,) S z,-, 01 W 8 8 N Q 8 8 1(-..' 8 8 oi N O 8 8 § 8 8 88 iii g C �, 88 N N 88 tD t0 8 8 8 2 l7 8 N W ` 2 888888888888888888888888888888888888 O O O O O O O O O O O O O Q O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q O O O 0 0 O W 2 WORK COME 1EV10U8 j W = 8 8 O p Y� S 8 8 (�y N fV ^ 8 N M 19,080.00 16,252.00 14,991.00 13,200.00 88,000.00 5,800.00 56,821.17 16,806.90 86,680.65 125,936.37 312, 240.00 858 § Op N 1,200.00 38,612.50 88 8 R§ N 1,200.00! 24,180.00 8E88 W .- tN N <98 g N- N 8 f D N Y f0 8 O Y 48,875.00 10,640.00 10,218.00 1,440.00 Z 888888888888888888888888888888888888 O al) W Q ct S, (O tD N r' 5j S O) g '-'``119-6`.4-1g§. 4- 8. O g g-. aD m g N SCHEDULED VALUE 21,000.00 139.482.80 88 pN5Ng8g (V is 8 c 12,720.00 16,524.00 9,994.00 8,800.00 49,500.00 5,600.00 56,821.17 17,820.00 88,280.25 126,548.17 309.382.00 8888888 § 8 Rj 8V . (Mv 8 is- 1,200.00 24,180.00 19,995.00 49,351.68 26,386.44 O W 88 0 4,000.00 48,875.00 8,932.00 10,218.00 1,440.00 UNIT PRICE 0 2 $N00N0as MMOl[)(0 O d'NI*0 �2 fA 0 0 0 0 0 0 0 0 0's (0000.=0MC)0000 (O C)0 OO (di V3 (0a0O ..0� 0 0 0 NMO)M_O1s00003.(900.--.-*0)r-.(O.r'OI'-N(4(0 MEH-N 0 0 sr i 1 f 0 0 ON M tow, 0 (n e- O C) 00N>tn *0Nf9VlEf3.<-f9EAf9EH0M O O O f9 a0 a0 O ((0(16mi6c6*0 q C) 0 0 0 0 0 0 0 c0 (OC EAf9VT j 16 111 J 117 J J J J W W 6g U J J J J 6% 3. 6 W 6 t12,- J J J 565556 (% W K W •- •- Pl a1 n ff jj M N cC v rn N n r N �j I i. � A c0 R '` e e- et Q� tet N �5 til � .• � ftp I!'7 .Q.- Q e- N ' 2 Egg p M �• N m DESCRIPTION OF WORK (State Name of My Supplier or Subcontractor ADJUST EXISTING 16 IN WATERLINE F GHWAY TRAFFIC SKiNAI INSTALLATION O r WATER LINE (81N) (C-900) STEEL ENCASEMENT 20" STEEL ENCASEMENT 24" PIPE (12 IN DIA) (DI) (WL) GATE VALVE AND BOX (12 IN) VALV (161N) (GATE) FLUSH VALVE ASSEMBLY SPECIAL MOBILIZATION CL C CONC (RAIL FOUNDATION) RAIL (TY PR -1) RAIL (TY 04111 RAIL (TY C411y,MOO) ..n.,.. e...• n,".. ie rry s m D c �_ 1� M i e 5 Ez 3y InG/WrY/1LL torrrrwg trro m� IVWAYS _ R£T DRE BARB WIRE PENCE GATES REMOV CONC TAIL EXCAVATION PEDTUNNELL ATRUCT EXCAVAT1fN (CUT.V LARGE) IP.RIGATION SLLEEVES SCH 40 6" 4^" RC P SLEEK E 36" RCP SLEEVE 1,1'1, le STEEL ENCASEMENT SLEEK E REMOVE AND REPLACE 36" RCP JACKS BORE PIPE 36' RCP CL III PVC PIPE SCH 40) 8 IN PVC PIPE SDR -21 61N DEI, ASM TY A . = FLEX 6.. 81-DIR Z z J CCC b •- m r � •- •- m: •- �(D O d CJ N ((ppp�� N d! N 0p ch r (9 .- M 5 R.q .�.tt d v ^' •- F v ^ �I I Immary of quantities 2 , tov��7,a4040t c 0.0001 O. -•(00/V0000000000 00000000000 4040,4.40104 40 added added of 3 0 0 ago v 4040 O 0 I • •• 0010 00�t ��F dl 49 • < 8 8 ir1l iii ��4 0 307,986.29 10,352,813. REVISED OVER/UNDER 5,178.45 ! 10,880.00 87,508.00 88 O 4 2 p O K r 8 O O 8 8 O 0 8 8 0 0 8 0 0 8 8 0 0 8 0 0.001 0.00 8 8 O O 3 a: O 2,560.00 262.00 UNITS VALUE I In place OF UNITS R u, 1 Z w 87!•-•81V8 8888888888888 p- T- c� 0 0.00 0.00 0.00 0.00 88888 0000 0 0 0 0 S Q W ROADWAY EXTENTION COSTS 8 O a888888= 8 352.00 185.64 O 1,986.15 2,405.88 8 10,323.00 1,388.00 O A L" z! W > z °D 8888888888888 C 0 f v4 0 0 O 0 r 0 0 0 0 N> 0 0 0 !REVISED OVER/UNDERI 8 o 8 O 647i H a W W g Z2 m ei*ao 2 N 352.001 185.64 o a8 6- g h 07000'1. 00'004;9 .n 888? §.§. N In 8 PMv O Zai a 8 8 d 5 poNrrrN 8 8 8 8 8 8 8 8 F, 0010 0 M� CO 0) V' el 40 V.Y. mi 40 1 ($230,841.04)1 10,340,250.61 G 352.00 54.54 i(13 d(1 V v g 888Q2 g&§§ O m r r N 88888 & 1[f il 1 O r F Fl 2560 cy $4.25 262 It $334.00 5000 sy $0.19 1 sum ($23,240.00) (534.80) 0M03 a0 CO. 4040 .• W UNIT PRICE O IONOOa,oC10 40 .l• ONN000inc0000i c E9 EAEi?tH40N •it V 000 toto40GO —cO 0W O tri C 0 9 $860.25 $11 00 $23,240.00 $34.80 i5 3 CI g 6 J J L.,,,J66666 I. a• er .• r Vgm z W o o :p Q N e• .• r N N E,• I Q 181 I 8 B p of 8 s _ . °' k5 t L�o jn a OBJ MRK TY 11 CLB (OM -2 -VP) A^ � .i PWY REFL PAV MRK TY It (W) (4') (SLD) REFL PAV MRK TY li (Y) (8') (SLD) 8" WASTEWATER SDR -35 4Ff DIA MANHOLES III ern ZS q A v bR i ' 8 8 8 8 Ill 2 z 2u O SIP n °�i n 8 m g 2 Z m S Z ffi w 8