The URL can be used to link to this page

ST9304-CS 900226*~' DALLAS COUNTY "' ,,~ ~ PUBLIC WORKS Q.j", ~. b-P' 3. w ,,x,,,-T%. ""... February 26, 1990 Director of Public Works City of Coppell P.O. Box 478 Coppell, Texas 75019 Re: Belt Line Road Proj~ct 490-403 (MacArthur Boulevard to IH 35E) Dear Mr. Goram: Attached for your information is the Monthly Construction Estimate ~ 9 for the above referenced project. Please remit the amount of $12,188.79 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. 7~ncerely, Janet C. Norman Contracts Administrator Attachment 411 Elm Street Dallas, Texas 75202 653-7151 Bw. LT LI)IE 4432 & 4433 D~TE:02/05/':J0 RO~J) NAME: BET L~ ROAD L~'i~S: (M]&CARTHIH{ BLVD T0 I3.{ 35E) BID 4{ 89-0543 ~ {{ 4IN] ~ 498 WO~ DAYS IN COBri'RAC"r: 360 PROJECT W 402 AND 403 WORKING DAYS CHARGED ~0 DATE: 163 C. OI~ITRACTO R: AUS'I'I]{ PAV'/]~(] COMPI~IY P.0. BOX 155N3 CONSTRUCTION ~I],{A~i'E 4{ 9 DI%r.L~q, TElfRS 7521 CONTRACt1' }J40F}FT: $5,834,500.60 FROM: JANUARY 1, 1990 TO: JANUARY 31, 1990 PROJECTED QUANTI~ UNIT THD DESCRIPTION UNIT QUANTITY TO-DATE PRICE AMOUNT PROJECT 402 164 BROADCAST SEEDING SY 27318 0.20 249 FLEX BASE TY A, OR 1, CL 3 (DEL,DC) CY 260 34.30 260 LIME SLURRY TV A OR B TON . 1111 46.50 260 LIME TREATED SUGBRADE, DC S~ 82033 1.20 340 HMAC T~ B TON 149 68.00 340 HMAC TY D (2") TON 60 71.00 350 HOT MIX COLD LAID ASPHALT TY A TON 40 50.00 360 CONCRETE PAVEMENT REINFORCED 8" SV 77164 11.59 360 6" MONO CURB LF 35550 1.25 360 CONCRETE STREET HEADER LF 137 6.00 360 CONCRETE PJJ_LROAD HEADER LF 328 12.00 416 DR1LLED SHAFT 30" LF 3414 1694.31 49.60 84,037.78 416 DRILLED SHAFT 36" LF 460 240.05 60.25 14,463.01 421 CL A CONCRETE HEAD~ALL & WInGWALL CY 72 247.00 421 CL A CONC HEAD~ALL PIPE ONLY CY 79.2 3.77 350.00 1,319.50 421 CL C CONC CULVERT CV 264.3 100.95 275.00 27,761.25 421 CL C CONC SLUICE GRATE STRUCTURES CY 77.6 77.6 670.00 51,992.00 421 CL C CONC ABUT~ CY 208.8 69.6 210.00 14,616.00 421 CL C CONC BENT CV 256.1 91.6 210.00 19,236.00 422 REINFORCED CONC SLAB SF 60206 21502 6.80 146,213.60 423 RETAIN~G WALL SF 2706 2706 40.00 108,240.00 425 PRESTRESSED CONC BEAM T~ C LF 7169.9 2390.1 44.00 105,164.40 425 PRESTRESSED CONC BEAM TY IV LF 1436 718.02 44.00 31,592.88 428 CONC SURFACE TREATMENT S¥ 6689 2199.99 0.50 1,100.00 432 CL B CONC RIP ~ C¥ 388 81.9 145.00 11,875.50 432 CL B CONCRETE FLUME CY ]7.2 200.00 432 CL A CONC RIP RIP CY 144 155.00 432 TY A GROUTED ROCK RIP HAP CY 116 75.00 BELT, LI~ 402 & 403 DATE:02/O5/90 436 PRm'OP, MED Joufr SEE 2 U2"(PJS) U' 501.6 ~l.S0 440 ilETNFORCING STEEL LB 170063 62440.22 0.44 27,473.70 442 STRUCTURAL STEEL SHOE & AlLNOR JOINT LB 13569 4846 1.00 4,846.00 465 PIPE SEWERS CL III 15" RCP LF 151 100 16.00 1,600.00 465 PIPE SEWERS CL 1.T/18" RCP LF 1786 529 17.00 8,993.00 465 PIPE SEWERS CL III 21" RCP LF 630 389 19.00 7,391.00 465 PIPE SEWERS CL III 24" RCP LF 1952 721 2~.00 15,862.00 465 PIPE SEWERS CL ITT fry'' RCP LF 299 297 25.00 7,425.00 465 PIPE SEWERS CL III 30" RCP LF 1011 549 29.00 15,921.00 465 PIPE SEWERS CL III 36" RCP LF 2068 2001.75 39.00 78,068.25 465 PIPE SEldERS CL ITT 42" RCP LF 242 242 50.00 12,100.00 465 PIPE SEWERS CL III 48" RCP LF 1434 617 59.00 36,403.00 465 PIPE SEWERS CL III 54" RCP LF 2000 1776 75.00 133,200.00 465 PIPE SEW~ CL Ill 60" RCP LF 859 769.5 88.00 67,716.00 465 PIPE SEWERS CL IV 30" RCP LF 264 182 33.00 6,006.00 465 PIPE SEWERS CL IV 60" RCP LF 100 108 119.00 12,852.00 470 MANHOLE COMPLETE 4' DIA EA 8 5 2,475.00 t2,375.00 470 ]3(LET COeLETE RECESSED 8' EA 33 4.5 1,600.00 7,200.00 470 33[LET CO{41>LETE RECESSED 10' EA 3 0.5 1,800.00 900.00 470 INLET COeLEni'E RECESSED 12~ EA 1 1 1,950.00 1,950.00 470 INLET COMI>LETE RECESSED 14' EA 2 1 2,200.00 2,200.00 470 INLET COeLETE SPECIAL V 5' X 5' EA 1 1,200.00 4V0 INLET COeLETE SPECIAL V 4' X 4' EA 3 3 1,000.00 3,000.00 470 INLET COMPLETE V 3' X 3' EA 7 1 850.00 850.00 470 INLET CO II>LE~'E 2 GRATE EA 1 1 950.00 950.00 476 JACK AND/OR BORE 18" CGMP PIPE LF 178 105.00 479 PLUG AND ABONDON MANHOLE EA 5 150.00 496 REMOVE OLD STRUCTURE LARGE EA 3 12,000.00 496 REFK}VE OLD S~'RUCIITRE SMALL EA 4 1 500.00 500.00 496 REMOVE OLD STRUCTURE PIPE LT/E 18" LF 207 451 5.00 2,255.00 496 REMOVE OLD STRUCTURE PIPE GT 18" LF 622 195 5.00 975.00 496 RE~VE OLD STRUCI'UP, E CULVERT EA 1 7,000.00 530 CONCRETE CURB AND GU~ER 24" LF 442 9.65 530 CONCRETE DR_~Y 6" CL A SY 1534 18.70 530 CONCRETE CURB 6" LF 221 3.90 534 CONCRETE APPROACH SLAB CV 254.1 185.00 536 CONCRETE MEDIAN CL B SY 1331 15.20 536 MONOLITHIC MEDIAN NOSE EA 8 365.00 540 MEGF (POST 5'-6' LENGTH (12 GAUGE) LF 1350 10.00 540 TER~ ANCHOR SELlION EA 24 315.00 590 CHAIN LINK SECURII'V F~CE LF 135 15.50 618 CONDUIT 2" PVC SCHEDULE 40 LF 4849 1.75 618 CONDUIT 3" PVC SCHEDULE 40 LF 847 3.50 676 TRAFFIC BURNS RE[%. 4" (P-15-W} EA 1548 4.80 2030A 12" DUCTILE IRON WATER MAIN LF 260 298.2 35.00 10,437.00 20306 12" DUCTILE IRON WATER M~ ON BRIDGE LF 859 102.00 2031 12" SANITARY SEW~ PIPE LF 178 30.00 2033 12" GATE VALVES EA 4 850.00 2036 SANITARY SEWER MANHOLE 4' DIA EA 1 2,600.00 2037 SANITARY SEWER MANHOLE TY A EA 1 2,200.00 2040 ADJUST WATER M~ EA 3 3 150.00 450.00 2041 ADJUST WATER VALVE COVER &RISER PIPE EA 23 150.00 2042 ADJUST EXISTING SANITARY SEWER MANHOLE EA 5 500.00 2043 ADJUST AND/OR RELOCATE FIRE hI'DRANT EA 18 16 1,150.00 18,400.00 2050 FLAP AND SLIDE GATES EA 2 2 22,000.00 44,000.00 BET LINE 482 & 483 DATE:02/O~/90 4010 TRENCH SUPPORT SYSTEN LF 6572 4500 0.50 2,250.00 TOTAL PROJECT 402 1,185,920.87 PROJECT 403 164 BROADCAST SEEDING SY 26215 0.20 260 LIME SLURRY TY I OR B TON 483 46.50 260 LIME MATED SUGBRADE, DC SY 35980 1.20 350 HOT MIX COLD I,ilD LSPltILT TY A TON 10 50.00 360 CONCRETE PAVEMENT REINFORCED 8" SY 34091 11,59 360 6" MONO CURB LF 16402 1.25 360 CONCRETE STREET HEADER LF 45 6.00 416 DRILLED SHAFT 30" LF 1510 774.27 49.60 38,403.79 421 CL C CONCRETE JUNCTION BOX CY 55.2 52.8 305.00 16,104.00 421 CL A CONCRETE HEAE & W'/~614ALL C"/ 52.9 52.9 247.00 13,066.30 421 CL A CONC HF~ALL PIPE ONLY CY 31.9 350.00 421 CL C CONC CULVERT CY 35.2 22.78 275.00 6,264.50 421 CL C CONC SINGLE BOX CULVERT** CY 2229.8 2218.69 150.00 332,803.50 421 CL C CONC ABUTMENT CY 69.6 34.8 210.00 7,308.00 421 CL C CONC BENT CY 86.4 43.2 210.00 9,072.00 422 REINFORCED CONC SLAB SF 22936 11468 6.80 77,982.40 425 PRESTRESSED CONC BEAM TY C LF 3186.6 1593.4 44.00 70,109.60 428 CONC SURFACE TRF/TMENT SY 2548 1173.33 0.50 586.67 432 CL B CONC RIP RAP CY 324 39.88 145.00 5,782.60 432 TY A GROUTED ROCK le RAP CY 37.2 66.64 75.00 4,998.00 436 PREFORMED JOINT SEAL 2 1/2"(PJS) LF 215 11.50 440 RE]31FORCING STEEL LB 56189 40610 0.44 17,868.40 440 REINFORCING STEEL** LF 364263 369710.5 0.44 162,672.62 442 STRUCTURAL STEEL SHOE &ARMOR JOINT LB 5815 2907.5 1.00 2,907.50 450 RAIL CONCRTE T502 LF 1376 640 22.00 14,080.00 465 PIPE SE14ERS CL III 18" RCP LF 195 92 17.00 1,564.00 465 PIPE SFWERS CL III 21" RCP LF 769 408 19.00 7,752.00 465 PIPE SEWERS CL III 24" RCP LF 478 180 22.00 3,960.00 465 PIPE SEWERS CL III 27" RCP LF 84 58 25.00 1.450.00 465 PIPE SEWERS CL III 36" RCP LF 775 670 39.00 26 130.00 465 PIPE SEWERS CL III 48" RCP LF 97 24 59.00 1 416.00 465 PIPE SEWERS CL III 54" RCP LF 102 24 75.00 1.800.00 470 INLET COMPLETE RECESSED 8' EA 6 1.5 1,600.00 2.400.00 470 INLET COMPLETE RECESSED 5' (MODIFIED) EA 10 3 1,400.00 4.200.00 470 ]31LET COMPLETE RECESSED 10' (MODIFIED) EA 6 1.5 ],950.00 2.925.00 470 INLET COMPLETE 4' ¥ (SD-11,MODIFIED) EA 3 3 1,250.00 3,750.00 496 REMOVE OLD STRUCTURE PIPE GT 18" LF 777 768 5.00 3,840.00 496 REMOVE 0[/) STRUCTURE CULVERT EA 1 7,000.00 530 BRICK PAVERS (HOLLAND I) S¥ 2 250.00 530 REMOVE AND REPLACE BRICK PAVERS SY 36 100.00 534 CONCRETE APPROACH SLAB CY 84.7 185.00 536 CONCRETE MEDIAN CL B S¥ 233 15.20 540 MBGF (POST 5'-6' LENGTH (12 GAUGE) LF 300 10.00 540 TER~ ANCHOR SECTION EA 6 315.00 618 CONDUIT 2" PVC SCHEDULE 40 LF 1676 1.75 618 CONDUIT 3" PVC SC[tDULE 40 LF 786 3.50 666 18" STOP BAR LF 44 7.00 672 6"X 6" JIGGLE BARS (REFL.) TY I-C FI 50 10.70 676 TRAFFIC Bb"FPONS REFL. 4" (P-15-W) EA 564 4.80 BELT ~/]~E 482 & 403 , DATE:02/05/90 6"/6 TRAFFIC BUTI'O{{S ]Ki)N RF./:'L. 4" (P-V-W) ~.x 5d32 2.20 2041 ~d)JUST WNY'ER VaLVIE CO',FI~R & B.l..~k~:~ PIPE ~ 4 15d3.00 2042 ]~L.IUST E~rLq'rI]N3 SAI{i"r~dEY SI~w'ER MA)H~OLF. F.a 1 500.00 4010 'I"RENCI{ SUPPORT S"[FrU{ ~ 1394 1112 O.T~] 5543.00 GALV~J~IZED STEEL HANDRAIL LF 46.8 27.00 TOTAL PROJECT 403 841,752.88 500 MOBILIZATION LS t 0.75 225,000.00 168,750.00 502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 24 9 2,500.00 22,500.00 504 FIELD OFFICE MO 24 9 1,500.00 13,500.00 422 MATERIAL ON HAND (PMD) LS 1 0.8 45,160.56 36,128.45 422 MATERIAL ON HAND (DIAFRAMS) LS 1 0.8 14,014.00 11,211.20 MATERIAL ON HAND (STEEL) LS 1 0.8 38087.2 30,469.76 The above items and materials TOTAL WORK TO DATE $2,310,233.16 were installed and/or received LESS RETAINAGE (5%) $115,511.66 in the amount &quantities s : DIFFERENCE $2,194,721.50 ./ ~_'~' ~/' ::~ ¥ LESS SPECIAL DEDUCTIONS $0.00 ~ ' < .... LESS LIQU]3)ATED DAMAGES $0.00 'P-, uuE 25z,65v,61 O~UBL~r{s]O~ ~ DA'Iq~ 'PO: AUDI'IX]R FUND]]QG SPLTr FRON: PDq~LIC WO~ 490-4433-831-4 $90,931.2~3 490-4~D2-831-4 $12~9,736.37 COPPELL (11.8iZ%) $12,188.79 CAPj~OhLTON(12. 56%) $20,801.19 INSURi~JqCE F. XP~ 1/1/91 'I'(7FAL FUNDING $253,657.61