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ST9304-CS 900720
PUBLIC WORKS . Director of Public Works City of Coppell P.O. Box 478 Coppell, Texas 75019 Re: Belt Line Road Project 490-403 (MacArthur Boulevard to IH 35E) Dear Mr. Goram: Attached for your information is the Monthly Construction Estimate ~14 for the above referenced project. Please remit the amount of $11,734.12 for the City's portion of these construction costs. Your check should be made payable to Dallas County Director of Public Works at this office. Sincerely, AttachmentQf, AK' ]cn/gp 411 Elm Street Dallas, Texas 75202 653-7151 "" IO[D DIVe: lILT L]]I~ L331TS: (!~ KVD 'K) ~ 35E) ~ I ~ 249 ~ ~[ ~ ~, ~ 1, ~ 3 {D~,~) ~ ~ ~'~ ~* ~ ~Y ~ ~ ~ B ~ 1167.3 ~.73 ~.~ ~,562.95 ~* ~ ~ ~E, ~ ~ ~.3 37535.55 1.~ 45,~.~ ~ ~C ~ B ~ 149 ~.~ ~ ~C ~ P (~') ~ ~ ~* ~ ~A~ ~~ 8" SY 81110.B 317~.~ 11.59 ~7,876.~ ~ 6" ~ ~ LF ~1~ 1~.4 1.~ 19,8~.~ ~ ~ ~ ~ LF 137 6.~ ~ ~ ~ ~ LF 3~ ~ 12.~ 2,7%.~ 416 ~.L~ ~ ~" ~ ~14 ~%.01 49.~ 118,~.10 416 ~.L~ ~ ~" LF ~ 2~.05 ~.~ 14,~3.01 421' ~ ~ ~ ~ & ~ ~ 73.1 28.02 247.~ 6,9~.~ ~1 ~ A ~C ~ P~g ~Y ~ ~.3 ~.~ 3~.~ 11,851.~ 421 ~ C ~C ~ ~ ~.3 ~.3 ~5.~ 72,682.~ 421 ~ C ~C ~ ~ ~~ ~ ~.e ~.6 670.~ 51,~2.~ ~1 ~ C ~C ~ ~ ~.~ 139.2 210.~ ~,~2.~ ~1 ~ C ~C ~ CY ~.1 1~.72 210.~ ~,591.~ 4~ ~~ ~C ~ SF ~ ~7~ 6.~ ~3,187.~ 425 ~S~~ ~C ~ ~ C LF 716g.~ 47~.2 ~.~ 210,328.~:' 4~ P~SSE )C B~M ~ ~ LF 14~ 718.02 ~.~D 31,592.85 ~S ~c S~AC~ ~ SY ~ 4110.99 0.50 2,055.~ ~ CL B ~N? ~P ~ ~ 3~.i 1~,.00 145.~ ~,~6.~ 432 ~ B ~N~ ~E ~ 17.2 ~.-~ 432 C~ A ~C ~ ~P CY 1~ 1~.5 155.,X 22,397.~' 432 ~ ~ ~0~' ~ ~ ~ ~ 11{ 75.~ 4~ PEF{~D JO~ S~ 2 1/~'(PjS] LF ~1.6 214.% 11.59 2,472.~ ~* ~C~3 ~ B 17Ei~ 130215.49 O.~ 57,~.82 ~2 ~}~ ~ S~E & ~: JO~ B 13~9 873 1.09 8,7~.~ 4~ ~!L ~'~L T~2 LF ~ 352 ~. ~ 51,7~. ~' ~5 PIPE S~ ~ 1II ]5" R~ LF 151 1~ 16.~1" ~,~.~ ~5" PIPE S~ CL IIl 18" R~ LF 1931 1189 17.~ ~,213.~ ~5 P~ S~ ~ IIl 21" R~ LF g~ ~ 19.~ 11,476.~ ~5 PPE S~ ~ IIl 24" R~ LF 1952 1313 22.~ 28,~6.~ ~5 PPE S~ ~ III ~" R~ LF ~9 ~7 25.~ 7,~5.~ P~GE 1 q65 PIPE ~ CL III 54" ~ ~ )D(X) 1984 75.00 ~5 ~ ~ CX, lll f~)" ~ ~ 859 877.5 88.80 77,228.80 4~5 I~]I)E ~ C1, ~ 60" i~CP ~ 100 188 119.00 12,852.00 465l 36 IICM PIPE ~ ~ 2 175.80 470° !I)]IMOLE (X]II[~LEiME 4' DI~ E~ 9 7 2,475.00 470 IlLEl C~ IrkED 8' ~A 33 12.5 1,F~X).00 470* E {XIIIPLE']~ e 10' EA 5 1.5 1,800.00 2,700.80 470 IllLET COMP~ II~.~EI) 12' E~ 1 2.5 1,950.00 4,875.00 470 E ODMP[I'TE ~XiESSKD 14' Ea 2 2 2,200.08 4,400.08 470 INLEI COMPLETE SPECIAL Y 5' X 5' EA I I 1,200.08 1,200.00 470 ~ COMPLETE SPECIAL ~ 4' I 4' F~ 3 3 1,000.08 3,000.08 470 INLE~ CQIIiPLEII5 Y 3' I 3' EA 7 3 850.08 2,550.00 470* INLET COMPLETE 2 (iRATE EA 2 2 950.00 476" JACK~ PIPE 1B" LF 113 120 105.00 12,600.08 479 PU)G ~ ~BONIX)N MA)t})OLE F.A 5 150.08 496 REMOVE OLD STRDCTUPJE L~RGE EA 3 1.5 12,000.08 18,000.08 496 REMOVE OLD STRUC~ SMALL EA 4 1 500.08 500 496* REMOVE OLD SI'R~ PIPE LT/E 18" LF 347 451 5.00 2,255.08 496 REMOVE OLD STrUCtURE PIPE GT 18" LF 622 483.5 5.08 2,417.50 496 REMOt/E OLD S~I'R~ CULVERT EA 1 1 7,000.08 7,000.08 530 (X)ICRETE CURB ~ ~ 24" LF 442 9.65 5347* COlICRE'fiE IMLIlt151~I~Y 6" CL ~ SY 1742 397.5 18.70 7,433.)5 530 COIlCRETE Cl)RB 6" LF 221 3.90 534 CONC~i'II5 ~PPROAC~I ~ C~ 254.1 169.92 185.08 31,435.20 536* (X)NCREII MEDIAN C~ B ~ 1498 15.20 536* MONOLiI'~FiC MEDIL~N !lOSE E~ 10 365.00 540 !II)GF (tM3ST 5'-6' LENGT'rl (12 6ADGE) LF 1350 10.08 5443 ~'ERMIN)L AMC1)OR SEC'TiOM EA 24 315.00 590 ~ LINK SECU]LII't FENCE LF 135 130 15.50 2,015.00 496" R!~I~OVE OLD STRI}CI'DRE SMALL E~ 4 500.00 618' (X)NDUIT 2" PVC ~CHEI)[F.E 40 LF 5434 1.75 618 COM[M31~ 3" PVC S(3{F/XTLE 40 LF 847 130 3.50 455.00 676 ll~m~FFIC B]7]'PONS REFL. 4" (P-15-W) E3k 1548 4.80 2030A 12" EE ~ WATER MAIN LF 260 276.4 35.Cw3~. 9,674.D0 2(330I- 12" DO~ [I3~ON WA%/t2R MAIM 0~ BRIDGE LF 859 859 102.00 87,618.00 2031 12" SA~T~ARY S)~?EX PIPE LF 113 30.0C 2031A** 12" S~IARY SEWE~., O~E) ClYr Lv 65 55 70.O& 4,060.00 2(333 12" GATE VALVES ~ 4 4 85Q.0C 3,400.00 2C. 36 Sim. h*ITARY SEWtSi~ M]k~.~OL[ 4' DI). EA 1 I 2,606.0C 2,600.0(3 2'G37 S)N/TARY SEW!J~ MX]f~DLE T~ A EA 1 1 2,200.0G 2,200.00 2~.~mO ~3US'I W'ATE~ MEltS. E), 3 3 150.0( 450.0(' X'i! ~DJ13Sl WATE~ VALVE CO~,?_R & kISE~ PIPE E~ 23 18 150.0~1 2,70O.CKd 2C~t2 AILL~l~S~ EXIST~o SI~I'iI).RY SEWER MAIlHOLE E~ 5 5 500.0(3 2,50Fj.00 Zzi3 ArkTO.~i A)~'/O~ REIb:).~ FItLE HYDRA]~7 L~. 18 !7 t,15{L06 !9,550.0¢ 2('5C, F~.~ A)F~' SLIDE GA'I'~S L~. 2 2 22,006.00 44,000.0(3 4e]O ~ SUPPChk'T.~ SY..~TEM. LF 6572 6572 0.50 3,286.0G ]5?<l* ]2" PVC WATEF, LF 100 35.D0 ~7' RELOCA.~ O~ )~k! FIRE ~ EA 2 1,150.00 ** TAf'PiN.F SLEEVE W/t,'AL~E EA ] ],750.0¢ # 12" W)~TnE M]kIN E)~D~](F:C)~ 30I)ll EA 2 2 5,500.0¢ il,000.0~ TOTAL PRCklEC~ 40~ 2,43F~,250.39 PAGE 2 ~ 403 164 [i~NIC. IST SEEDI~ SY 26215 0.20 260 LI!IE SIIIRR¥ 'P/i OR B ~ 483 263.49 445.50 12,252.29 260 I3E 'IRE/TED S~GBRDE, DC S~ 35980 19517.'/'/ 1.20 23,421.32 350 BYr Kll COLD r~mn ISI~ilL~ ~ I ~0~ 10 50.00 360 (INCRETE PIVENENT nEIIFORCED 8" SY 34091 16269.38 11.59 188,562.11 360 6" NDNO CURB LF 16402 4565 1.25 5,706.25 360 ~ S'I'REET HEEER LF 45 6.00 416 _nu*n.l.En ~ 30" LF 1510 1548.17 49.60 76,789.23 421 CL C CONCRETE JIINCTION 801 CY 55.2 52.8 305.00 16,104.00 421 CL A CONCRETE HEIB~B~LL & WI]KIWiI.I. CY 52.9 52.9 247.00 13,066.30 421 CL I CONC HEIIRtLL PIP[ ONLY CY 31.9 350.00 421 CL C CONC CULVEI~ C/ 35.2 22.78 275.00 6,264.50 421 CL C CONC SINGLE 80X CULVERT~ CY 2229.8 2218.69 150.00 332,803.50 421 CL C CO}IC IBUTNENT CY 69.6 34.8 210.00 7,308.0C' 421 CL C CONC BENT CY 86.4 43.2 210.00 9,072.00 422 REINFORCED CONC ~ SF 22936 11468 6.80 77,982.40 425 PRESTRESSED CONC BEI!i T~ C LF 3186.6 1593.4 44.00 70,109.60 428 Cf~C SURFACE TR/.ITME~I SY 2548 1173.33 0.50 586.67 432 CL B CONC RIP RAP CY 324 39.88 145.00 5,782.60 432 T~ I 6ROUTEIJ ROCK ~ RAP CY 37.2 66.64 75.00 4,99~.00 436 PREFOP~ED JOINT SElL 2 1/2"(PJS) LF 215 71.66 11.50 824.09 440 RF. Ii~O~CIIIG STEEL LB 56189 40610 0.44 17,868.40 440 i{I:TNFORCING STEEL** LF 364263 369710.5 0.44 162,672.62 442 STRUCTURAL STEEL SHOE & DN:]~ JOINT LB 5815 2907.5 1.00 2,907.50 450 p_ak*n. CONCRTE '1502 LF 1376 688 22.00 15,136.0(3 465 PIPE SEI, IERS CL Ill 1B" RCP LF 195 88 17.00 1,496.00 465 PIPE SEWERS CL Ill 21" RCP LF 769 408 19.00 7,752.00 465 PIPE SEWERS CL Ill 24" RCP LF 478 180 22.00 3,960.0C 465 PIPE SEWERS CL III 27" RCP LF 84 78 25.00 1,950.00 4654{ PIPE SEWERS CL 171 36" RCP LF 885 670 39.00 26,130.0C 465 PIPE SEWERS CL llI 48" RCP LF 97 24 59.00 1,416.06 465 PIPE S]~IERS CL :ELI .54" RCP LF 102 24 75.00 1,800.00. 465~ 36" PLI)(3S El 175.00 470 INL_P'I* CO{w/PLETE RECF_e~E!, 8' EA 6 3 1,600.00 4,BrjO.O0 470 Ilf~ COMPLETE RECE. SSE, 5' (MOi. iFiED) El 10 6 1,400.00 8,400.0C. 470 D,i.~ CO+SLETE RSCESSEI~ 10' (!~i{IFIED) El 6 3 1,950.00 5,~5C'.0C, 47O I]e,.,_~.COMPLETE 4' Y (S>ll,MO';_iF!ED> F../.. 3 3 1,250.00 3,75C,.0C 49;:. R. EM, Ya OLD STRUCTURE PIPE Crf 1E" LF 777 768 5.00 3,8.4C.0C 49e, REM[*,I 0',./, STR'dCTURE CtX.VEE,'. El 1 1 7,O(X~.O0 7,003.0C, 53C ~J.'l. PAVEP, S (H{,LI.}~NI~ I) S~' 2 250.00 5tn REM<*a AI{_, REPL!,,CE BP, iCK PAYEFj SY 36 100.00 534. CO~._~ APPROAt34 ~ CY 84.7 42.48 185.00 7,85.E.~ 5} CO~.'**-*_"TE MY~IA~ CL B SY 233 15.20 54-', 1,[**,3~ (P~6'f 5'-6' LF.,NGTH (12 G.~.~i*;.E) LF 300 10.00 54C TEPLr2k'~i, kNCHO~ SEC'I*IO+i EA 6 315.00 618 t33,NiCi'i 2" PVC SCHEDW2 4~. LF 1676 1.75 618 COh*i. Ci'I 3" PVC Sc/~rC_nU'.[ 40 LF 786 3.50 ~ 18" STg[' B~ LF 44 7.(X~ 672 6"I 6" JIC4LE BARS (PEP,,.) T¥ I-C. Elk, 50 10.70 676 TRA~iC BLTI'ONS RE.~L. 4" (P-15.-W) Elk. 564 4.80 6'76 'l~Afir/C MTI'131S 131 RB~,. 4" (P-7-'l) BA 562 2.20 2041 IDJ'IaST rt~TER VBLV~ 13)ID & RISD ~ t~ 4 150.00 2042 IDJI]ST _rrrrl'1~ SAN1TARY SliER IIMHLE gA 1 500.130 4010 ~ SllPl'O!fi' S~/STi21 LF 1394 1394 0.50 697.00 6BLVAIIZEI) ~ HANDJRAIL LF 46.8 46.8 27.00 1,263.60 TOTIL PROJECT 4(13 1,138,180.78 504 ~ OffriCE RO 24 14 LS00.0Q 21,000.00 422 R~TEILT/L O~ ~ (I:MD) LS 1 0.8 29,678.76 23,743.01 4~ ~L ~ ~ (D~) ~ 1 0.8 9,310.~ 7,~.~ ~ ~ ~ ~ ~ 1 0.8 4,718.11 3,~4.49 The above items and materials TOTAL MO~K TO DATE $3,902,931.71 were installed and/or received LESS RE'rAT[AGE (5%) $195,146.59 in the amo~mt & quantities shown: DIFFER]~CE $3,707,785.12 ~~~/~"//e~ LF.~S LIQUIDATE:, DAMAGES ~3.00 ~3~ 'I~L $3,70L785.12 DADIRE OF ~,~~(gO LE~ PREV'IOIIS PIYNEN~ $3,244,151.54 ~ DUE $463,633.58 FROM: PUBLIC WORKS 49~-403-831-4 $87,539.28 4~.-402-831-4 $315,457.52 OOP?ELL (11.82%) $11,734.12 *CAk~3LLTCI( 14.41%) $48,902.66 *CHA~EORDER~. 1 ** CHAJ~E ORDER I~C. 2 TC~: FUICI~c~ $463,633.58 # C}{AJ~'~E ORDER We. 3 IMSURA~CE EXPIRES 1/1/91