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ST9304-CS 901024.... DALLAS COUNTY PUBLIC WORKS - ,, ........... J October 24, 1990 / j,J~j , j Nr. Steve Goram Director of Public Works City of Coppell P.O. Box 4?8 Coppe11, Tex~s 75019/_j eel.- Belt Line Road Project 490-403 (HacArthur Boulevard c your informatio ~ ~ ~0 ly Construction Estimate II? for the above referenced project. Please remit the amount of $301.58 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, .. . .. Director of Public W s ^ttachment~ jcn/gp 411 Elm Street Dallas, Texas 75202 653-7151 BELT LINE 402 & 403 DATE:iO/03/90 ~ ~ D~IJ.L~ ROAD NAME: BELT LINE i{OAD LIMITS: (MACARTHUR BLVD TO IM 35E) BID ~ 89-050 FUND ~ 490 AND 498 WOILKING DAYS IN CONTRACT: 384{* PROJECT ~ 402 AND 403 ~ORKING DAYS CHARGED TO DATE: 293 P.O. BOX 1590 CONSTRUCTION ESTIMATE # 17 CONTRACT AMOUNT:S5,931,731.44***# D&IJAS, T~xi.~ 75221 FROM: 9/1/9o TO: 9/30/90 PROjECTED QUANT1T~ UNIT THI) DESCRIPTION UMIT QUANTITY TO-DATE PRICE AMOUNT PROJECT 402 164 BROADCAST SEEDING SY 27318 0.20 249 FLKI B~SE TY A, GR 1, CL 3 (DEL,DC) C~ 260 34.30 260* LIME SLURRY T~ A OR B TON 1167.3 506.73 46.50 2.3,562.95 260* LIME TREA~.D SeE, DC SY 86206.3 37535.55 1.20 45,042.66 340 HMAC T~ B TON 149 68.00 340 HM]iC TY D (2") TON 60 71.00 350 HOT MIX COLD Y.ATD ASPHALT TY A TON 40 50.00 360* CONCRETE PAVEMZI{~ RE]]~ORCED 8" SY 81110.8 31740.84 11.59 367,876.34 360* 6" MONO CURB LF 38125 15846.4 1.25 19,808.00 360 CONCRETE STREET HEADER LF 137 6.00 360 CONCRETE Rill.ROAD HEADER LF 328 233 12.00 2,796.00 416 DRILLED SHAFT 30" LF 3414 3471.46 49.60 172,184.42 416 DI~TIJ.KD SHAFT 36" LF 460 484.47 60.25 29,189.32 421' CL A CONCRETE HEAD&IX[J. & WINGialJ. CV 73.1 78.04 247.00 19,275.88 421 CL A COLIC HFADWALL PIPE ONLY{ C~ 80.3 68.45 350.00 23,957.50 421 CL C CONC CULVEi~ C~ 264.3 264.3 275.00 72,682.50. 421 CL C CONC SLUICE GRATE STRUCTURES CY 77.6 77.6 670.00 51,992.00 421 CL C COLIC ABFIMEN~ CY 208.8 191.4 210.00 40,194.00 421 CL C CONC BENT C~ 256.1 220.42 210.00 46,288.20 422 REINFORCED CONC SLAB SF 60206 50172 6.80 341,169.60 423 RETAINING WALL SF 2706 2706 40.00 108,240.00 425 PRE.TlqiESSF~ COI{C BEAM T~ C LF 7169.9 6373.6 44.00 280,438.40 425 PRESTRESSED COLIC BEAM TY IV LF 1436 718.02 44.00 31,592.88 428 CONC SURFACE TREATMENT SY 6689 5384.99 0.50 2,692.50 432* CL B COLIC RIP RAP CY 394.1 248.16 145.00 35,983.20 432 CL B CONCRETE FLUME C/ 17.2 14.98 200.00 2,996.00 432 CL A CONC RIP RIP C~ 144 144.5 155.00 22,397.50 432 T~ A GROUTED ROC]( RIP RAP CY 116 272.2 75.00 20,415.00 436 PREFORMED JOI]IT SEAL 2 1/~'(PjS) LF 501.6 358.3 11.50 4,120.45 440* REINFORCING STEEL LB 170146 163956.99 0.44 72,141.08 442 STRUCTURAL STEEL SHOE & ARMOR JOINT LB 13569 11630.5 1.00 11,630.50 450 RAIL CONCRTE T502 LF 3648 2352 22.00 51,744.00 465 PIPE SEWERS CL III 15" RCP LF 151 100 16.00 1,600.00 465* PIPE SEWERS CL ILl 18" RCP LF 1931 1748 17.00 29,716.00 465 PIPE SEWERS CL III 21" RCP LF 630 697 19.00 13,243.00 485 PIPE SEWERS CL III 24" RCP LF 1952 1895 22.00 41,690.00 465 PIPE SEWERS CL III 2'P' RCP LF 299 297 25.00 7,425.00 BELT LINE 402 & 403 DATE:iO/03/90 465 P).DE S{ ~ 'I'I'1 30" R(IP LF 1011 1070 2~3.00 31,030.00 46~ PIPE S{ ~ '1'17 3~" RCI> LF 2178 2170 39.{~3 465 PIPE SEWERS CL III 42" RCP LF 242 242 50.00 12,100.00 465 PIPE SEWERS CL Ill 48" RCP LF 1434 1434 59.00 84,606.00 465 PIPE SEWERS CL IlI 54" RC~ 13 2000 1984 75.00 148,800.00 465 PIPE SEWERS CL try ~3" RCP LF 859 877.5 55.00 77,22D.00 465 PIPE SEWERS CL IV 30" RCP I3 264 218 33.00 7,194.00 465 PIPE SEWERS CL IV 60" RCP LF 100 108 119.00 12,852.00 465~ 36 INCH PIPE PLU~S EA 2 2.00 175.00 350.00 470* MANHOLE COMPLETE 4' DIA EA 9 8 2,475.00 19,800.00 470 INLET COMPLETE NECESSED 8' FA 33 21.5 1,600.00 34,400.00 470* INLET COMPLETE RECESSED 10' FA 5 2.5 1,800.00 4,500.00 470 E COMPLETE RECESSED 12' FA 1 3 1,950.00 5,850.00 470 INLET OOMPLETE RECESSED 14' EA 2 2 2,200.00 4,400.00 470 ]]{LET CCMPLETE SPECIAL Y 5' X 5' EA 1 1 1,200.00 1,200.00 470 E COMPLETE SPECIAL Y 4' X 4' EA 3 3 1,000.00 3,000.00 470 INLET COMPLETE Y 3' X 3' EA 7 4 850.00 3,400.00 470* INLET COMPLETE 2 GRATE EA 2 2 950.00 1,900.00 476" JACI/BORE PIPE 18" LF 113 62 105.00 6,510.00 479 PLUG AND KBONDON MANHOLE EA 5 1 150.00 150.00 496 RHeDVE OLD STRUCTURE lARGE EA 3 3 12,000.00 35,000.00 496 REMOVE OLD STRUCTURE SMr.l. EA 4 7 500.00 3,500.00 496* Pd~OVE OLD STRUCTURE PIPE LT/E 18" LF 347 559 5.00 2,795.00 495 REMOVE OLD STRUCTURE PIPE GT 18" LF 62'2 583.5 5.00 2,917.50 496 REMOVE OLD STRUCTURE CULVERT EA 1 1 7,000.00 7,000.00 530 CONCRETE CURB AND GUTTER 24" LF 442 9 530* CONCRETE DRlq~WAY 6" CL A SY 1742 608.5 18.70 11,378.95 530 CONCRETE CURB 6" LF 2'21 3.90 534 CONCRETE APPROACH SLAB C~ 254.1 169.92 185.00 31,435.20 536* CONCRETE MEDIAN CL B SY 1498 15.20 536* MONOLITHIC MEDIAN NOSE EA 10 365.00 540 MBGF (POST 5'-6' LENGTH (12 GAUGE) LF 1350 10.00 540 TERMINkL ANCHOR SECTION EA 24 315.00 590 CHAIN LINK SECURITY FENCE LF 135 130 15.50 2,015.00 496** RENOVE OLD STRUCTURE SMX{J. EA 4 500.00 618' CONDUIT 2" PVC SCHEDULE 40 LF 5434 1.75 518 CONDUIT 3" PVC SCHEDULE 40 LF 847 130 3.50 455.00 676 TRAFFIC BUTTONS REFL. 4" (P-15-W) EA 1548 4.80 2030A 17' DUCIILE IRON WATER RAIN LF 260 276.4 35.00 9,674.0Q 20308 12" DUCTILE IRON W~TER MA]]q ON BRIDGE LF 859 859 102.00 87,618.00 2031 12" SANITARY SEWER PIPE LF 113 120 30.00 3,600.00 2031A** 12" SANITARY SEWER, OPEN CUT 13 65 58 70.00 4,060.00 2033 ]?'GATE VALVES FA 4 4 850.00 3,400.00 2036 SANITARY SBHSR MANHOLE 4' DIA EA 1 1 2,600.00 2,600.00 2037 SANTU~RY SEWER MANHOLE T~ A EA 1 1 2,~K3.00 2,203.00 ~140 ADJUST WATER METER EA 3 3 150.00 450.00 2041 ADJUST WATER VALVE COVER &RISER PIPE EA 23 18 150.00 2,700.00 2042 ADJUST EXISTING SMHTARY SEWER MANHOLE EA 5 5 500.00 2,500.00 2043 ADJUST AND/OR REIX]CATE FIRE HYDRANT EA 18 18 1,15J3.00 20,700.00 2050 FLAP AND SLIDE GATES EA 2 2 22,000.00 44,000.00 4010 TRENCH SlIPPORT S~STEM LF 5572 6572 0.50 3,286.00 180D* 12" PVC WATER LF 100 35.00 509C* RF/X~ATE OR ADj FIRE HYDRANT EA 2 1 1,150.00 1,150.00 ** T~PPING SLEEVE W/~ALVE KA 1 1,750.00 # 1~" WATER MAIN EXPANSION JOI]~T FA 2 2 5,500.00 11,000.D0 TOTAL PROJECT 402 2,834,411.53 PAGE 2 BF. LT LINE 4432 & 403 e DA'{qE:iO/~/90 PROJEC~ 403 164 BROId3CAS'r SEH)IINS SY 26215 0.~ 2~ ~ ~Y ~ A ~ B . ~N ~3 ~3.49 ~.~ 12,~2.~ 260 ~ ~ {E, ~ SY 35980 19517.~ 1.~ ~,~.32 3~ ~ ~ ~ T~ ~T ~ A ~N 10 50.~ 360 6" ~ { LF 1~2 4~5 1.25 5,7~.~ 421 ~ k ~N~ ~ & ~ CY 52.9 52.9 247 .~ 13,~.~ ~ ~ A ~NC { P~E O~Y ~ 31.9 350.00 Q1 ~ C CONC ~T ~ 35.2 22.78 ~5.~ 6,~.~ ~21 ~ C CONC { ~X ~ ~ ~.~ ~18.69 1~.~ ~2,~3.~ 421 ~ C ~ { ~ '69.6 69.6 210.~ 14,616.~ ~ ~B~ { ~ SF ~36 ~36 6.~ 155,~.~ 4~ P~S~ ~C B{ ~ C LF 318G.G 3186.6 ~.~ 1~,210.~ 428 CONC S~A~ ~{ SY 2~ 2~ 0.50 1,~4.~ 432 ~ B CONC ~ ~ G 32~ 65.~2 145.00 9,9~.~ 432 ~ A GR~ R~ ~ ~ ~ 37.2 66.~ 75.~ 4,998.~ ~ P~F~ JO~ S~ 2 1/Z'(PjS) LF 215 215 11.~ 2,~72.~ ~ REB~ ~& LB 56189 58177.~ 0.~ 25,598.~ ~ ~OR~ ~ LF 3~263 369710.5 0.~ 162,672.62 ~ ~U~ ~ ~E & ~R JO~ ~ 5815 5815 1.~ 5,815.~ 450 ~ CON~ ~2 LF 1376 G88 ~.00 15,136.~ ~5 P~E S~ ~ ~ 18" R~ LF 195 88 17.00 1,4~.00 ~5 P~E S~ ~ IH 21" R~ LF 769 ~8 19.00 7,752.~ ~5 P~E S{ ~ ~ ~ R~ ~ ~ 78 25.~ 1,9~.~ ~ P~E S{ ~ ~ ~" R~ ~ ~5 750 39.~ ~,~.~ ~5 P~E S~ ~ ~ ~" R~ LF 97 97 59.~ 5,7~.~ ~5 P~E S{ ~ ~ ~" R~ ~ 102 1~ 75.~ V,~.~ ~ 36" PLUGS ~ 2 175.~ 3~.~ 4~0 ~ ~ ~ B' ~ 6 3 1,6~.~ ~,~.~ 470 ~ET C~ ~ 5' (~IF~) ~ 10 6 1,~.~ 8,~.~ 470 ~ ~ ~S~ 10' (~D~) EA 6 3 1,950.~ 5,850.~ 470 ~H ~ 4' Y (~-ll,~D~) E~ 3 3 1,250.~ 3,7~.~ 496 R~ O~ ~U~ P~E ~ 1B" LF 777 ~68 5.00 3,~.~ 530 B~ PAV~ [~LX.m~ I) SY 2 250.~ 530 ~ ~ ~ B~ PA~ SY 36 100.00 5~ C~ ~A~ S~ ~ ~.7 ~.48 185.~ 7,858.80 536 CON~ ~ ~ B SY ~3 15.20 5~ ~F (~ 5'-6' L~ (12 GAUGE) LF 300 10.00 540 ~ ~ SE~ON ~ 6 315.00 618 CO~ ~' PVC S~ ~ LF 1676 1.75 618 CO~U~ 3" PVC S~ ~ LF 786 3.50 666 18" ~P B~ LF ~ 7.~ 672 6"X 6" JI~ B~ (~.) ~ I-C ~ 50 10.70 676 ~FIC ~ ~. 4" (P-15~) ~ 5~ 4.80 PAGE 3 BELT ~ 4432 & 4433 500 N2)U~ ~ 1 1 ~,0(M3.[M3 502 B{C~I)~, {{I({IS [E) '{"R~C }{~J{Dk]3{{S ~ 24 17 2,500.00 504 FIELD OFFICE NO 24 17 1,500.00 25,500.00 4Z2 MA~'ERIAL ON }BIND {PMD) LS 1 0.8 9,231.?35 7,3~.02 422 MZ~RIAL ON HXND (DIIFU~) L~ 1 0.{5 3,03~LO0 2,43~3.40 ~2 klUiOR 3OI1{I ON HLND LS 1 O.B 1,1~9.56 943.65 303,759. Th~ above ite~ and materials TOTAL WORK TO DATE were ind mxl/or x~eived LESS REYEIIAGE {5%) $223,941.55 .- ..... /~, ,' .LESS LIQUIDITED BMs~6ES ' ; " D LESS PREVIOUS p~YMENTS $4,147,796.08 TO: Alll]i"I'OR }q3h'Dl]~3 SPLIT FROM: PUBLIC 490-403-{531-4 498-403-831-4 $0.00 q90-402-831-4 $90,024.98 COPPELL (~1.S2~) · C}{~]{GE ORDER }ND. 1 CARROLl.TON(14.41%) $14,516.90 · '* CHM{BE ORDER NO. 2 # C]{~3{GE ORDER NO. 3 TC~Y1M~ ~'q]l{II{O $107,(YB3.34 ~NSUUNCE EXPmES ~/~/9~