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ST9304-CS 900515
DALLAS COUNTY PUBLIC WORKS May 15, 1990 Mr. Steve Goram 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 #12 for the above r'eferenced project. Please remiL the amount of S2,425.99 for the City's portion of these construction costs. Your check should be made payable to Dallas Count3 Director of Public Works at this office. J.W. Bryan, P.E. Director of Public Works Attachment jcn/gp~ '~ '~' '~.~, ?- ..: ~, ,.~ ........ 411 Elm Street Dallas, Texas 75202 402 & 403 l)li~E.?~ l.~iI~: (!~Clit'fl{~ ~-M) '1'O Ill 35E) BID I 89-050 rg]~ t 49(3 ]kliD 498 WORI[]3~ P~YS ~1{ fief t 402 IuiD 403 WORrDIG DAYS CHARG~ CONTi~: AUSTIN pAV'.DIG {.:CI4PL~ P,O, ]]OX 1590 CONSTROCTION F.,,VJ'I]~TE It 12 DALLAS, TEX]~ 75221 FP,0H: APRIL 1, 1990 'fO: APRIL 30.~ 195~3 PROJECTi~ QUAlfrf~ ~ 1)ESCI{.II~ION ~ QUANTITY YO-DATE PRICE PROJECT 402 164 BK~Dld3C)~'"f SEED]3iG SY 27318 O. ~ 249 FIF~X BASE TY A, 6R 1, CL 3 (DEL,DC) CY 2~>0 34.30 260* LIME SLUILRY TY A OR B TON 1367.3 212.C2 ~6.50 · 89~' 93 260* LIME TRFATED SI3GBRADE, DC SY 86206.3 15705.18 ] .~C 18.~.~=(. 22 340 }MAC TY B TON 149 340 IMAC TY D (2") TON 60 '/i.O0 350 HOT MIX COLD lAID ~SPHALT TY A TON 49 50.00 360* CONCRETE PAVEMD1T REDilPORCED 8" SY Bll]0.8 360* 5" MONO CURB LF ?~125 ]. 25 360 CONCRETE STREET HEADER LF 137 6, (t~. 360 CONCRETE RAILROAD HEADER LF 328 4]5 DRIllED SHAFT 30" LF 34!4 2%96.01 ~9.60 416 DRILLED SHAFT 36" LF 460 240.05 50.?.5 14,~53-01 421' CL 1% CONCRETE FF~AlYdM~L & WTBC~ALI, CY 72 28.02 247.00 421 CL A CONC HEAI3QALL PIPE ONLY CY 80.3 22.36 350.0C 7 ,L?= .Ou 421 CL C CONC CULVERT CY 264.3 162.8 275.,')0 4-,'",~,. OO 42] CL C CONC SLUICE GRATE STRUCTURES CY 77.6 77. G 670. OO 421 CL C CONC ABUTMENT. C¥ 208.6- i33.2 210.,v, 421 Ct C CONC BENT. CY 256.] 1f,4.72 210.00 422 REI)rFORCED CONC SLAB SF 60206 38~34 'i.UO 42~ RETAI3QING WALL SF 2706 2706 4~3.0{, 425 PRESTRESSED CON,,' ~EAM '~Y C LF 7t68.8 4789.2 ~.Or. 425 PRESTRESSED CONC BEAF, T~ IV LF 1436 718.02 44.06 3] ,5132.8~- 428 CONC SURFACE TREA?~QSNT SY 6689 2]Q9.9~ O..r~) 432* CL B CONC RIP RAP CY 394.1 12].97 145.0C 1'?,6B5.~:, 432 CL B CONCRETE FLUME CY 17.2 200.(MD 432 CL A COLIC RIP RIP C~ 144 155.(K~ ~32 TY Z GROUTED ROCK RIP RAt' CY 116 75.00 43~, PREFORMED JOINT SEAL 2 1/2"(PJS) LF 501.6 71.66 33 .-~ 440* REINFORCING STEEL LB 370146 114196.7 0.44 '~0,i46.55 442 STRUCTURAL STEEL SHOE & ~RMOR JOINT LB 13569 8723 l.~J 450 RAIL CONCRTE T502 LF 3648 1905 22.C>,~1 465 PIPE SEWERS CL llI 15" RCP LF 151 100 16.00 465* PIPE SEWERS CL III 18" ItCP LF 1931 594 17.00 31/79,~,.00 465 PIPE SEWERS CL III 21" RCP LF 630 490 19.00 9,310.00 465 PIPE SEWERS CL III 24" RCP LF 1952 963 22.00 21,186.00 465 PIPE SEWERS CL Ill 27" RCP LF 299 297 ~,.00 465 1~33:'E ~ ~ ~ ~ iIC'P IJ~ 1011 '1130 29.00 i2D.,3(IJ.fjgJ ~5 pilot; { ~ ~ 36" RCP II~ 2068 2001.B 39.{2iJ 78,~.25 44~5 p~ ~ ~ l"r{ 42-' RCI' LI ~ 2~,.2 50.00 4f,5 PIP[;{ ~ ~ 41]" RL'P LF 143.4 ].3Z 59.J{' 'fi,939.00 465 PIl~ S~,ERS CL I~ 54" RCP LF ~(K) 19B4 75.00 465 PIPE SIWERS ~, III 60" ieP LF 859 807.5 ~8.00 71,06,~.0(' 465 PIPE ~ CL IV 30" RCP LF ~4 218 ~ ~ :'7 465 PIPE ~ CL I~ 60" RCP LF 100 108 119 {K~ I;',F 470 MANHOLE COMPLETE 4' DIA FA 8 6 ?,475.0( 14#i~f.,( 470 INLET COMI~ETE RECESSED B' EA 33 5.5 ],500.0a ~ 470* INLET COMPLETE RECESSED 10' EA 5 1 1,B00.00 ] ,500.00 470 INLET COMPLETE RECESSED 12' EA 1 1 1,950.00 1,950.30 470 INLET COMPLETE RECESSED 14' Y.I 2 1 2,200.00 2,2tX..[K 470 INLET COMPLETE SPECIAL Y 5' 15' FA 1 1,200.00 470 INLET COMP~ SPECIAL Y 4' I 4' EA 3 3 i,~30.[D 3,~OO.L]O 470 INLET COMPLETE Y 3' ]( 3' EA 7 3 ~50.00 2,.550 O0 470* INLET COMPLETE 2 GRATE EA 2 1 950.00 953.00 470* MANHOLE 4' DIA EA 1 2,475.00 479 PLUG DID AM M~NHOLE EA 5 150.0(3 496 REMOVE OLD STRUL'I'URE LARGE FA 3 ] 17,O00.CXI 496 REMOVE OLD STRUCTURE SMALL KA 4 1 500.0e 496, I~MOVE OLD STRUCTURE PIPE LT/E 1B" LF 347 451 5. ~ :., 255. 496 REMOVE OLD STRUCTURE PIPE OT 18" LF 622 483.5 5.00 496 REMOVE OLD STRUCTURE CULVERT E~ 1 0.5 7,000.06 3,5DC.00 530 CONCRETE CURB AND BU'I'rd 24" LF 442 9.65 530* CONCRETE DRIVEW~{ 6" CL A S~ 1742 18.70 530 CONCRETE CUP, B 6" LF 221 534 CONCRETE APPROACH SLIR CY 254.1 B4.96 185.00 'i=j, q7.60 536* CONCRETE MEDI).N CL B SY 1498 15.20 536* MONOLITHIC MEDIAN NOSE EA ]0 365.00 540 MBGF (POST 5'-6' LENGTH (12 GAUGE) I.F 3350 lO.~j 540 TERK[WAL ANCBOR SECT]ON EA 24 315.09 590 CHAIN LINK SECURITV FEMCE LF 135 130 15.50 ?,tl 496** REMOVE OLD STRUCTURE SMALL i:A 4 500.~3 618' CONDUIT 2"' PVC SCBEDULE 442) LF 5434 1.75 618 ccE 3" PVc SCHEDULE 40 LF 547 3.%9 676 TRAFFIC BUTIX)NS REFL. 4" (P-15-W) EA 1548 4.80 PO30A 12" DUCTILE IRON %{A,'I"LR MAIN LF 260 P~-?..2 35.00 15oli3'.' 2030B 12'.' DUCTILE IRON WATER MA~ ON BRIDGE LF 859 326 102.0{1 2031A** 1~' S)J{ITARY SLldF, R, OPE~ CUT LF 65 7C.00 2033 12" GATE VALVES EA 4 ~036 SANITARY SF,~ER MAWdOLE 4' DI~ EA ] 2,600.00 2037 SANITARY SEWER MAWdOLE TY A EA 1 2,2,00 7j40 ADJUST WATF~ METER F3. 3 3 159.00 2041 ADJUST WATER VALVE COVER &RISER PIPE EA 23 150.00 2047 AD,]US"T E)"JF1TNG SANITARY SEWER MANHOLE EA 5 4 500.0.3 2043 AD3UST AND/OR RELOCATE FIRE HVDRANT EA ~8 ]7 ~,,l!'~j.r~ 2050 FLAP AND SLIDE GATES EA 2 2 22,JOO.C~D -V~,r) 40~0 TRENCH SUPPORT SYSTEM LF 6572 6.q[):l O. 50 . {, 3 09 ]80D"' 1~' PVC WATER LF 100 35.<wj. ~39C* REI~ATE OR ADJ FIRZ h'YL14{M4"I' F.A 2 ** TAPPI!~3 SLEEVE %d/~,/ALVE EA 1 1,7~O.D<D TgrAL PROJECT 442)7 ], PRO,lgL'f 403 164 !~ SIEDI~ S~f 2~21~ 0.20 260 LI]~ ~11~ TY I O~ B ~ ~3 145.37 ~ .~ ~,759 ~ ~ ~ ~, ~ ~ 35~ 10768.14 1.~ ~ 6" ~ ~ LF 1~2 1 ~ ~C~ ~ ~ LF 45 5 .~ 416 ~ S~ ~*' LF 1510 774.~ 49.60 ~1 ~ C ~ ~ ~X ~ 55.2 52.8 ~b..~ 42~ ~ ~ ~ ~L ~ ~ ~ 52.9 52.9 247.~ 421 CL A ~C ~ PPE ~Y ~ 31.9 3W.~ 421 ~ C C~C ~ ~ 35.2 ~.78 ~/5.~ 6.7.G4.5C 421 ~ C ~C S~GLE ~X C~V~" CY ~.8 ~1a.69 1~.~ 421 ~ C CONC ~ ~ 69.6 M.8 21[.~ 421 CL C ~NC BM ~ 86.4 43.2 210.~ 9,U72.~, 4~ RE~CD ~C SL~ SF ~36 11~8 6.80 4~ PR~S~ CONC B~ ~ C LF 31B6.6 1593.4 ~.00 70~i99.60 428 ~C SMA~ ~B~ SY M 1173.33 (:.~ 586.67 432 ~ B C~C ~ ~ ~ 324 39.88 lqS.~ 5,7~?-~q 432 ~ A 6R~ Ra R~ ~ ~ 37.2 ~.64 75.~ ~6 PRE~ JO~ S~ 2 1/~'(PJS) LF 215 7] .66 11.~ P2.t.C~ ~ RE~R~ ~" LF ~4~3 ~97F .5 0.~,. 1~1'.,6'/'~-..? ~2 ~~ ~EL S~E & ~OR JO~ LB ~15 2907.5 1.0~ 4~ ~ ~ ~2 LF 1376 6~ ~.~ 14,080.00 465 PIPE S~ ~ IIl ~8" Re LF 195 88 17,~ ~5 PIPE Se ~ 1E 21" RCP LF 769 408 19.0:') 'Y ,752-{~3 ~5 PIPE S~ ~ IIl 24" RCP LF 478 1BO 22.~ ~5 PIPE SE CL IIl ~" Re LF ~ 78 ~5.~ 465 PIPE S~RS ~ IIl ~'~ R~ U ~5 670 39.0q 465 PIPE S~ ~ III 48" Re LF 97 24 59.00 1,41 ,.OC 465 PIPE S~RS ~, III ~" R~ LF 102 24 75.~ 1,8(~.0~ 470 ~LET ~L~E ~CESSED 8 ' EA 6 ]. b 1,600. O' 470 ~ ~L~ REC~SED 5' (~DIFIED) EA lO 3 1,~].~J 4,?.}' 470 ~ ~ RECESSD ]0' (~DIFID) ~ 6 ~.5 1,950.(K ?, ~25.0t 470 ~ C~LE~ 4' Y (SD-11,~DFIED) ~ 3 3 1,250.00 3,759.~ 4~ R~VE OLD ~U~RE PIPE GT 18" LF 777 76~ 5.~ 496 R~VE O~ ~D~E {VERT EA 1 7,~.~ 530 B~ PA~ (HOI.L~ I) SY 2 2~.~ 530 R~ ~ RF~CE BRI~ PAVERS SY ~ 5~ CON~ PPROACH EL~ ~ M.7 42.~ 185J~ 5~ C~ ~I~ ~ B SY ~3 15.~ ~0 ~F (MT 5'-6' L~G~ (12 6A~E) LF ~0 ~]~ ~IT Z' PVC ~UL[ 40 LF 1676 ] .',5 ~18 ~IT 3" P~C SCHemE 40 LF 7~ 3.~a ~ 18" ~P B~ LF ~ 7.~ 672 6'7 6" ~LE B~ (~FL.) ~ I-C ~ ~ 10.70 676 ~FIC B~S ~. 4" (P-15-W) ~ ~ 4.E.3 676 ~FflC ~S ~M RE~. 4" (P-7-W) ~ ~2 2.~ ~l ~ ~ V~ COVER & RIS~ P~E ~ 4 ]5(,.~ ~2 ~ ~G S~Y S~ ~LE ~ 1 ~ '~ 40:10 ~ lgPRlr giSTIll LF 1394 1112 0.50 5~.00 Gi~L~IIID ITE!I, ~ LF 4~,~ 46,8 27,00 ~ ,~.:Lr~ - ~L I{OJEC~ 403 87~, 81 2. B~ 500 RDBILI/,ITI~ LS 1 1 2'~,000.00 502 BD.RICEES, SIGNS ~D ~klTIC ~NDLI~ NO 24 12 2,~00.00 3~,0~ 504 FIKI2) OFFICE RO 24 12 3 ,SO0.~X~ 422 MATEILTAt Oil MANE (1~:)) ].,S 1 0.8 29,678.76 :'3,743.ei 422 !~TEILT. M, el ~ (DIAFRIRS) LS ] 0.8 9,110.06 422 ARMOR Jt (ON RAND) tS 1 0.8 4,718.11 3,77~ The above items and materials tcrrxL WORK ~0 DATE were installed and/or received LESS RETIII~GE (5%) $145,889.~6 in the amount &quantities shown: DIFFERENCE $2,771,896.3i INSPE ' '~/90 LESS SPECIAL DEDUCTIONS SO.OO DITE LESS LIQUIDITED DLMAGES SUB TOTAL DATE LESS PREVIOUS PIYY~f5 42,5( 2 REC gR OF PUB~t ~ t3~OL~.P DUE ~2qS~94'1.'~ 3 ~0: AUDITOR FUNDING FROM: PUBLIC ~ 490-403-831-4 $1a,09~.45 490-402-831-4 $ [7 l, 706.84 COppElT. (11.82%) $2,425.99 CI~OL1,TOH(I?. f~3%] $16,716.45 * CH~GE ORDER NO. ** CHANGE ORDER 110. 2 TOTAL FONDIMG $208,947.73 INSURiglCE EXPIRES 1/1/91