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ST9301A-CS 980123Jan -23 -98 10:46A yQ3 �aTY Q y DALLAS COUNTY PUBLIC WORKS STCt 3 O � q� FACSIMILE - COVER PAGE OF: . FAX: PHONE: OATS . P. 01 Crry 6 F Ct1PP�LL r2 2, 3o¢ -3s? o (P72 30¢ T41vtlfik v 03, /19 19 SENT BY: Irvui S. Griffin, P_E.-, Project Engineer _ file#-?w (Z14) t 53- 6423 FAX: (214 653 -6416 TO`T`AL NUMBER OF PAGES INCLUDIM •r CiM1V1EN S•., 1AJ t-bRm 6i N & 4 COVER SHEET IS �� ,p- J R use js X12 f �Sl`�i� D�44�S A& ** If you do not receive all of the page,-,, please call the number below. 4 11 Elm Street Dallas, Texas 75202 653-7151 N BID :ALT 0 ' PROJECT SANDY LAAE ROAD PROJECT 91 -878 818 E d LIMITS COPP`LL CITY LIMITS TO CARROLLTON CITY LIMITS LENGTH 0.502 MIL TYPE: 4 LANE E D .PROJECT ENGINEER: IRVIN S. GRIFFIN. P E. BID: 098 -050 DATE: 1 r22/98 5899 PAVESTONE'BRIC1tPAVERS SF 159 S1G.00 $1,590.00 $10.DD 51,590.00 $4.00 5636.00 00 01 N C ro TLSEO PAVING COMPANY E ED BELL CONSTRUCTION CO RAMEX CONSTRUCTION UNIT p pUMMTY UN'TPRICE EXTENSION M ITEM DESCRIPTION U N�wwNw w wwwNww N NNww,�.. �wN� MN �UNIT P » «^w E SCHEDULE I- PAVING 10240 S ,00 S S2 $ $4 S Si 5 160 FURNISHING AND PLACING TOPSOIL S SY 1 S , 5334.00 5 55.00 $ $401300 162 SODDING FOR EROSION CONTROL BLOCK SOD S SY 8 80 17,10 6 2 0 TO $ 1186 5 $18.80000 1 185.00 5 515,81QOD 1 $92.00 $ $ 250 LIME SLURRY S N 1 5100 00 $ 527,50G00 $ $1.50 $ $20.629t50 $ $1.50 S S20,629.50 45F) 260 LIME TREATED SUBGRADE (DEN CONT 45F) SY 1 13753 5 $29.00 $ $239,018.00 $ $24.00 S S197,408.00 $ $25.40 $ $209, 360 CONC PAVEMENT WREINFORCED S SY 8 8242 $ 55.00 $ $565.00 S S7.D0 $ $791.00 5 514.30 5 51,615.90 360 GONG PAVE REINF STREET HEADER L LF 1 113 5 51,00 $ $4,362.00 5 51.10 S S4,7982D 5 53.00 S S13,0860D 360 6' MONOLITHIC CURB (CL P) L LF 4 4362 5 535.20 5 529,145.60 S S33,00 $ $27,324.00 $ $15,00 5 513,24&00 CONCRETE RETAINING WALL, CL C $ $F 8 826 5 $250.00 $ $1,250.00 5 5230.00 $ $1,150.00 $ $783.00 5 53,91500 332 C CY 5 5 $ $85.D0 $ $5.290.00 5 575.00 5 55,550.00 $ $47.00 S S3.478. DO 450 RA1LlNG (TYPE J LF 7 5570. 000.00 S S570,00D,00 S S32B $ $328,000.00 $ $690,000.00 5 5690,000.00 500 MOBILIZATION LS t t 5 $1,50000 5 533,000.00 1 12,500.00 $ $55.000.00 5 54.577.00 5 5100,694.D0 502BARRICASES, SIGNS /TRAFFIC CONTROL M MO 2 S1,500.00 5 533,0013.00 9 91,800.00 5 539,500.00 9 92.D96.OD 5 546.11200 504fIELDOFHCE MO 2 22 - -- S 360.00 5 535.00 5 519,600.00 5 $25.00 5 514,00000 512PORTABLE C 560 5 54.50 5 52,52DJ30 $ 520.00 5 52,020.00 S S17.D0 5 51,717.00 529 CONCRETE CURB AND GUTTER L LF 5 101 $ $15 00 5 83,600.00 5 540.00 $ $3, 800 00 $ $26.00 5 53.120.00 530 DRIVEWAYS S SY 1 528.00 $ $17,276.00 $ $28.00 5 517,276.00 $ $17.00 S S10 531 SIDEW W SY 6 617 5 $ 20 0 D 5 531 SIDEWALK BARRIER FREE RAMP (REINFORCED) S F 1 0 S S2,2000 u u D S2, 310,00 $ $37 54 0 S 540 METAL BEAM GUARD FENCE E 110 $ S465.00 S S1,860.00 $ $500.00 5 52,omm $ $748.00 S S2,992.D0 540 TERMINAL ANCHOR SECTION L EA 4 S21.00 $ $9,949.00 $ $19.00 S S8,911.00 $ $34 -00 $ $15,WDO 550 RELOCATED PIPE RAIL FENCE LF 4 469 S St7.00 5 58.667.00 $ $ S S7,665.00 $ $17.00 $ $8,687. 550 CHAIN L INK FENCE L LF 5 511 S 53.00 . .. $ 63.50 $6,99850 5 55.00 5 59.855.00 550TEMPORARYCONSTRUCTIONFENCE L LF 1 $605,00 S SW5.00 $ $800.00 5 5800.00 5 5460.00 6 6460.00 550 TYPE 1 GATE E EA t t $ $1,050.00 S S050.00 5 51,200.00 S S1,200.00 5 5805.00 5 5805,00 55D CHAIN LINK GATE (7)(115' WIDE) E 1 $ $1,650.00 S S1,650.D0 $ $t,800.00 5 51.800.00 $ $1,610.00 S 55D CHAIN UNK GATE (6 )(28' DOUBLE) E EA 1 S6 9 90 $4-00 $ $2,450.00 $ $10.00 $ $6.150.00 552 WIRE FENCE LF 6 615 S .o0 5 56,97680 f f3 30 5 56.39540 $ $3.70 5 57,170.60 618 CONDUIT WPVC)(SC1140) L 430 5 55.50 S S2,305.00 $ $5.20 5 52,236.00 $ $6.00 5 52.580.00 (3' PVC) (SC14 i0) L LF 4 162 5 56.00 $ $972.00 $ $5.50 $ $891.00 9 98.00 $ $972.00 6 CONDUIT W LF 1 162 $ $7.00 5 51,134.00 $ $6.50 5 57,053.00 $ $7.00 $ $1.134.OD (6'PVG)(SCH 40) L LF 1 22 $ $370.00 5 58,140.00 5 5350.00 5 57,700.00 $ $380.00 S S8,360.0D 626PIA BOXES L LF 2 II 5 5530.00 S S5,940.DO S S520.00 5 55.720.00 5 5564,00 5 56,204.00 656 FOUNDATION FCRL-LUMINATIONPOLES E 57.20 S St,980.00 5 56.70 S S1,842.50 5 59.00 5 52,475,00 666 THERMOPLASTIC PAVING MARKING (t6'J(WHITE STLF 2 275 5 51.60 $ 50 $ $6.103150 S S1.00 5 54,089.00 666THERMopLUSTIC PAVING MARKING (4w)(WHITETHiLF 4 4069 5 $8 ,510.40 58,14880 $ $1. $8.202.00 5 51.00 5 55,466.00 Q 6 5468 5 51.60 5 $198.00 $ $4.20 $ $184.80 $ 5352.00 666 T EA 4 44 5 54.50 $ S4 ,423.50 5 $1 6 $7 .00 5 $1 3 a 672 TRAFFIC BUTTONS 4'IFIEFLECTIVE(T 1-%U) E EA 5 5 5 54.50 S 5742 $ $4.20 $ 693.00 $ $8.00 $ 320.00 �• 672TRAFFICBUTTONS4- )REFLECTWEMPER -WIC) E EA 5450 $ $1,854.0 $ $4.20 $ $1,730,40 S Saw $ $3296.00 0 672TP .AFFIC BUTTONS 4')(iYPE-Y -Y) E EA 4 412 5 00 01 N C ro Iy) 0 a Q LD I 0 H co 01 I I� N I c Id r) BID 7AB SID #98 -05C PROTECT' SANDY LAKE ROADPROJEC 91 -838 LEN 0 502 MILE DATE: 1:221.''8 LIMITS COPPELLCITYLIMITSIOCARRCLLTC .4CITYLttA °S LANE DIVIDED PROJECT ENGINEER IRVIN S. GRIFFIN PE. TISEOPAVING COMPANY ED BELL CONS - RUCTIDN CO RAMEX CONSTRUCTION P PRICE »PRICE »Hw. LJNIITPPJCE »H �EXTENSION w »µ ITEM DESCRIPTION »„UNIT QUANTf « l,NIT • «w�EXTENSION. » «�U« w »µ EXTENSION ...^ SCHEDLkE I DRAINAGE CY 150 $110.00 S16.5moo 58500 $12.750.00 $26,00 512.10 S3,9DO.00 S14.520.00 400 CEMENTSTABIUZED BAGKFILL SF 1200 54.00 54,JIOD.00 510,00 512,000.00 $29,049.00 403 TEMPORARY SPECIAL SFICRIJVG t 516,50000 515,500.00 S50. 000.00 S5D,00Q00 $29,8 1900 5950.00 420 CONCRETE S1RUC71.HE (FINN VALVE HEADWALL) EA 5330.00 S20000 $200.00 5950.00 424 PRECAST PIPE PLUGS - 6 6' �q 1 5330.00 5305.00 $306.00 5200 .00 5200.00 $2.00 66 S"2.00 424 PRECAST PIRE PLUG 48' EA 1 6 5440.00 $2,640.00 5400.00 52,400.00 (650.00 53,900.00 43Z CONCRETE RIPRJIP CY 567 $37.00 520,979DO 549.00 527,783.00 578.00 544,226 D0 54,891.00 464 PIPE S EWERS. 21' REINF CONC PIPE CL III LF $4000 $2 680 DO Sw,00 $3,48400 $73.00 PIPE SEWERS. 24 - REINF CONC PIPE CL III LF 57 X3,718.00 S71.OD S26,542D0 S95.00 538.190,00 464 464 PIPE SEWERS.33'REINF CONC PIPE CL in LF 402 s $10000 S22,Z0000 S133 00 529.52000 5101.00 $22.42200 464 PIPE SEWERS, 41rREINF CONC PIPE CL ill if 222 5135,00 $31.590 S150.00 S35,1OQ00 $134.00 $31.35&00 164 PIPE SEWERS, 54' REINF CONC PIPE CL III LF 234 5176.00 $324,720.00 5245 00 5452,00.5.00 $194.00 5357, REINF CONC PIPE CREIN 464 PIPE SEWERS, 66' CL III LF 1845 51,800.00 53, 600.00 52.100.00 54.200.00 f1,925.D0 $3.050.00 RATIE 4651NLETS2GRATE INL ETS EA 2 6 S2.200A0 $13,200.00 S1,850.OD 511,10&00 $2214.00 $13,28400 465 (1 SSED) EA t S2.400.00 S2,400.00 51,300.00 51,300.00 $1,727.00 51,727.00 $9,721.00 465INLETS M MANHOLE JUNCTION BOX EA EA 1 52, 900.00 52,900.00 $8.500.00 58.80090 58,500.00 58.800.00 $9.721.00 54,21100 54,811.00 465 CONCRETE CONCRETE MANHOLE (IXDOT TYPE M OODIFIED} EA 1 S2. 800.00 5200.00 $t,600.00 51.500.DO 53.00000 $899.DO 51,798.00 465 467 SAFETY END TREATMENT EA 2 S800,00 $36.00 $864.00 S40.00 5950.00 $52.00 51,248.00 472 REMOVE AND RELAY CR LVERT PPE (18') 24 10 .00 $800.00 570.00 $700.00 $42.00 $420.00 51,770.00 474 SLOTTED DRAIN OU FALL (IS'RCP) LF 30 $100.00 $3,00000 $1,04,00 $3,120.00 $59.00 S4 ,28220 474 SLOTTED DRAIN TYPE A (15' DIN $1.70 $5.599,80 S5.00 516,470.00 $1.00 4010 TRENC1i SHEETING AND BRACING LF 3294 3 $100.00 $300,00 5100.00 $300.00 6131.00 S$39.9.00 M 59 14 DROP INLET SEDIMENT TRAP (INSTAL) EA $25.00 S75.00 550.00 $150.00 522.00 $62 00 5914 CROP INLET SEDIMENT TRAP (REMOVE? 3 (75.00 $7 5.00 S450.00 510000 $600.00 1110.00 $660.00 5914 CURB INLJET SEDIMENT 7W PNSTALL) b $150,00 S50.00 5300,00 S22DO $132.00 5914 CURB INLET SEDIMENT TRAP O REMOVE) EEA A 6 $1.000.00 31,80000 550.00 500.00 5340.00 5916 ROCK FILTER DAM TYPE t (INSTALL} CY 1.8 5250.00 $450.00 $25.00 $45.00 $254,00 S467.20 5916 ROCK FILTER DAM TYPE 1 kREMOVE) CY 11.8 .8 00 $25. $25, $800.00 550.00 1,600.00 $1 7.D0 $493.00 $15,77&00 5916 ROCK FILTER DAM TYPE 3 (INSTALL) CY 5320. 525.00 SODO.DO E32 $10.464,00 5916 ROCK FLTER DAM TYPE 3 ¢REMOVE} CY 32 $10.00 S30.00 515.w $45.00 $131.00 $393.00 HAY FOR EROSION CONTROL (INSTAL EA 3 530.00 $10,00 S30.00 $50.DO $150.00 591SBALED 5918 BALED HAY FOR EROSION CONTROL (REMOVE) EA 3 510.00 $t $111,580.00 52.00 515,440.00 S1.90 S14,56100 5WO TEMPORARY SEDIMENT CONTROL FENCE, TYPE 2 LF 7720 .54 $1,10 51,100.00 St .25 51,25000 S1.40 $1,40000 fENCE,TYP! 2LF 1000 60.0 53,80 50.50 53,86000 $0.80 $6,17600 5920TEMPORAYRSEDIMENTCONTROL 5920 TEMPORARY SEDIMENT CONTROL FENCE TYPE 2 G f 7720 $0.50 $%5.00 $4,500,00 S25.00 $7.500.00 $5,400 OUTS. 5921 CONSTRUCTION TS. TYPE 1 (INSTALL) SY 3DO $5.00 $1,500.00 510.00 $3,000.00 $5 .00 ,OD 51,50000 E)4TS, TYPE 1 {REMOVE) SY 300 5921 CONSTRUCTION BRIDGE ITEMS LF 205 $31.00 56,386.00 528.00 $5,758.00 531.00 550.00 $6,38600 $31,900.00 416 DRILLED SHAFT 081 LF 820 $SS.DD $34.100.00 550.00 S3t,000.00 567.00 $117,464.00 416 DRILLED SHAFT (24') LF 2052 99D.00 5184,600.00 581.00 5166.212.00 5554,00 $ 416 DRILLED SHAFT (30') LF w $180.00 $92,280.00 5160.00 S67,36Q00 $256.00 1 00 $30.720. $3o.72 416 DRILLED SHAFT 5021 lF 120 $578.00 $69,360.00 S52S.OD S53,00QOo :390.00 $36,660.00 416 DRILLED SHAFT (42'}VORMED} 94 $605.00 $56.07Q00 5700,00 565,800.00 421 CLASS C CONCRETE ABUTMENT (WINGWALL INCUC $523.00 5259,878.70 5700.00 $347,836.00 S499.00 $247,953.10 421 CL ASS CONCRETE BENTS 496.9 SS0.40 $897,728.00 59.50 $620 ,040.00 $7.70 5564,664.00 4022 REINFORCED CONCRETE SLABS (CLASS S) SF 86320 5 582,00 $693,292.06 527,114.68 425 PRESTRESSED CONCRETEBEAMS (T`tPE C} LF 103 58S.00 5252,003.96 PR ESTRESSED $79.00 425 CONCRETE BEAM TYPE IV LF 16 $0.75 ,22.6.72 $7,19325 $t.00 $9,591.04 $0.70 $6,713.70 TMENT 28 CONCRE SURFAC E TREATMENT 4 ET SY 9591 $231.00 $47,239.050 S250.00 $51,125,00 5209.00 $42,74450 4 32 RIPRAP CY 204.5 I 0 a ID 0 H 01 M N C ro r) B.D TAB BAD: 098 -05C PROJEC SANDY LAKE ROAD PROJECT 91 -638 LL E T 4 : 0 5 DATE:3f22N8 LI61.TS: COPPELL CITY UMITS TO CARROLLTON CITY LIMITS N DIVIDED PROJECT ENGINEER IRVIN S. GRIF F;N, P E TLSEOPAVING COMPANY ED BELL CONSIAUCTiON CO RAMEX CONSTRUCTION ITEM DESCRIPTION Ur1' I'T QUANTITY UNGTPRICE EXTENSION UNITPRICE EXTENSION UNtTPRICE EXTENSION wN- w-- ----NN -------------- NN wNww �w�ww n ww wwN►w�MN NNNN N MME• wNN w wM www ,M wNNMww wNNN MNw wMN.+ww NNww w w -w w n„-•- New- 5 $3,060.00 442STRUCTIAAi STEEL (AAhtORJOINTSI 442 LA 1 7 2 S1.540.DD S1 400.D0 S2,800.D0 S1,6110.00 $3,220,00 444 BRIDGE PROTECTIVE ASSEMBLY $31.00 $b6,340.00 530.00 564,200 00 535,00 574.900.00 450 RAILING (TYPE 75 02 RAIL) 0 2 RAJ LI LF 2140 S50,000.00 $000.00 5. 555.000 .00 S55,OWDO 566,999,00 999 $66,.00 E VING OLD RES ((JAGE) 496 REMO EA 1 527.50 $23,397.00 526.00 522,120.80 S39.00 532,33040 514 CONC TRAFFICBARRIER ('TYPE 3) LF WA $5,303.00 526.00 56,417.50 $40.00 $9,168.01) 514 CONCRETE TRAFFIC BARRIER TYPE 2 LF 229.2 527.511 1250.00 525,500.00 5225.00 522,950.00 $118.00 $12,03600 534 CONCRETE FOR APPROACH SLABS (GLASS S) CY 102 57.00 $15.120 S5. 57 S7. 011 518 CONDVILT (2') (RIGID METAL) LF 2160 S4 54 Sa 595,332 SUBTOTAL SCHEDULE I PAVING, ORAINAGE, ORIDQF SCHEDULE II- CARROLLTON 4308 S7.10 $3.586.60 58.00 534,464.00 54,00 $17, 232.00 5899PAVESTON WICK PAVER S SF $30,586.60 $34,460.00 $ i7,23ZD0 SUBTOTAL SCMEDLLE II SCHEDULE III- COPPELt SF 1638 $7.00 $11.406.00 58.00 S $4.00 S6,5 5699 PAVESTONEIBRICK PAVERS $1 1.406.00 5 466.00 3 3 JOCOO 56,56252-00 110 SUBTOTAL SCHEDULE III SCHEDULE IV - CDUNTYPAVING 26.5 51,900.00 ,350.00 $ St, .0 $49,237.00 57,24140 1, saLso 100 PREPARING RIG HT OF WAY STA $5.00 $1,950.00 $4 51,269.00 S15.00 $4 54,050.00 104 REMOVE OLD CONCRETE JUPRAP) SY 270 $7.00 51,288.00 $6 .770 56.90 $1,269.60 S 104 REMOVING OLD CONCRETE (APPROACH SLABSI SY 184 $1,675.00 $2.50 $1,675.00 $6 .00 $ 54 .680.00 4,020.00 110 D(CAVATION- ROADWAY (DENS. CONTR) CY 670 $2.50 52.50 529,25000 $2.50 $29,250.00 15.40 563,150.00 110 EXCAVATION- (SYJPLFa A'nlO CY 11700 37135 $2,00 574.27000 $2.00 574.270,00 53.90 St44,528.50 132 EMBA (TYPEC)(DENSITYCONTRCt)(CIASCY S35.00 S36,12QO0 $35.00 S36,120.00 536.00 539,215.00 247 FLEX BASE TYPE A GR 3 CLASS 4 8' CY 1032 $2.00 514,134.00 54.00 528.268.00 $4.00 5 305 SALVAGING HALAJNG STOCKPILING RECLAIMABLESY 7067 i1 DD.00 $5,000.00 5100.00 W000.00 0.OD $48.00 5200 334 HOT MD( COLD LAID ASPHALTIC CONC TYPE D TON 50 523,040.00 $36.00 $18,432.00 $48.00 524,57800 340 HOT MIX ASPHALTIC CONCRETE {TYPE Cl TON 512 545.00 $45.00 $45,050.00 536.00 536.864.00 5.00 543,00800 340 HOT MD( ASPHALTIC CONCRETE (TYPE B) TON 1024 S6.00 $2,436-00 58.00 53,248.00 $ 577 .00 S2,842.00 340 HOT MIX ASPHL CONC ROLLED CLRB [TYPE D) LF 406 512.00 51,680.00 52,100.00 51500 $2.300.00 496 REMOVE OLD STUCT RE (60' PIPE) R T LF 140 1 510,000.00 510,00400 $21,000.00 $21.000L00 $21,000.00 52,300.00 $2,300.00 {CO 500 MOBILIZATION (COUNTY) LS STA 26.6 $4,500.00 5119,700.00 54,250.00 Si %3,050.00 S611.00 $13,592.60 C D (CLASS 1) 508 CONSTRUCT t $416,373.00 $421,032.60 $569.845.60 SUBTOTAL SCHEDULE (COUNTY) SCHEDULE V (PAVING) SY 7200 52.00 $14400.00 . 51.00 S7,200.00 $7.50 $54,000.00 160 F URNISHOOPLACING TOPSOI I4') (CLASS 2) 53,600.00 S36s00400 $2,000.00 S45,0M00 $2.242.50 S50,456.25 164 SEED FOR EROS ION CONTROL (HYDRO - MULCH) ACRE 22.5 591,40400 585.00 577,69000 $0.00 582,260.00 260 UTAE SLURRY (T1PE A) 8' TC 914 46687 $100.00 $?.DO $91,374.00 S:.OD 545,667.00 $1.50 568,53050 260 LIME TREATED SLBGRADE M SY 34610 526.50 $917,165.00 $20.00 5692,200.00 523.111 5809,874,00 360 CONCRETE PAVEMENT (REINFORCEDF T SY 525.00 $244225.00 $18.00 S175,842.00 522.50 $219,802.50 350 CONCRETE PAVEMENT (REINFORCED) 6' SY 9769 S20,000.00 $20,000.00 $ 100,000.00 S1DO,000,00 52,300.00 $2,3[10.00 SODMOBLlZATION LS MO 1 22 5250.00 $5,500.00 $2.500.00 ,0.00 55500 $1,202.00 $28,444.00 AND T 02 BARRICADES, SIGNS AND TRAFFIC HANDLING S 02 BARRICADES, 5 I S30. DO 519,350.00 S29,00 518.705.00 521.30 $13 5 31 L � N SY 645 in 0 a Q r1 01 M N C ro BID :AB BID 098 -050 PROJEC -: SANDY LAKE ROAD PROJECT 91 -836 LENGTH: 414 0,502 E DATE: 1,22,96 LIM11 i5. COPPELL CITY LIMITS :O CARROLLTON CITY LIPAITS TYPE 4 LANE DIVIDE D PROJECT ENGINEER: IRVIN S. GRIFFIN, P.E EDBELL CONSTRUCTIONCO RAMEXCONSIBUClION TISEOFAVING COMPANY UNIT EXTENSION UNIT PRICE EXTENSION UNIT PAIGE EXTENSION OUANTITY UNIT PR,CE MwM NHMMw MMM � NwwMH S5DO.00 TEM DESCRIPTION --------------------------------------- I -.EM - MHMw-HM--NN MH MN MN-- �' H-w Mw-------N -- Nw�H�wNMHNHNHI,MINHMNM,Mh0.00 $513.00 51 .00 -00 $25.00 M M NHwNwMMHM 5315'51DEWALKACCFSSRAMP SY 24 $3500 S7.20 4840.00 $9,640.00 56.60 , S7.920.00 57.50 $9,000130 4,452.00 618 CONDUIT (I PVC)(SCH40) LF LF 1200 6653 53.60 524,670.80 S3.30 522.814.90 $2,827.50 S41-00 $7.00 $3 $3,045.OD 618 CONDUIT (2 PVC)(SCH40) LF 435 57.00 $3,045.00 $6.50 $9,100.00 S1,403.00 51).621.00 fi18 CONDUIT (6PVC }{SCH 7 51,350.00 $9,450.00 $1,300.00 $3,400.00 51.979-00 $3.818.00 652 LIGHT FIXTURES (St) EA 2 S1.650.DO $3.700.00 53,700.00 $250.00 51.75000 5173.00 31,211130 652 LIGHT FIXTURES (32) EA 7 5350.00 52.450.00 516.1300.00 5564.00 it 6, 654 HANDICAP SIGNS FOR ILLUMINATION POLES 32 2 S5g0,00 S1.00 517,600.00 $4,450.00 5500.00 50.60 52,670.013 52.50 111,125`00 51,215.00 656 FOUNDATION PAINT MARKING ARKLNGLOTSTRIPING) LF 4450 SSD.DO $350.130 550.00 S350.OD 2173.00 4295.00 666 PAINT MARKING (FW4DICAF SYMBOLS) 7 1 $1.700.00 $1,70000 $2,000,00 Ii2,D00.00 $291.00 $4.00 52,438.90 E)OSTING FIRE HYDRANT 2033 RELOCATING �1 609 $7.00 24 ,263.00 �� $4,872.00 $1,415,423.75 5899 PAVESTONEIBRICKPAVERS SF $1 ,520,572.90 S1,292.0Q640 SUBTOTAL SCHEDULE VPAVING LF SC1{EDLLE V - DRAINAGE 300 53.50 $5,050,00 54,50 S1.350.00 $5.00 S44.00 $1.500130 162 SODDING FOR EROSION CONTROL BLOCK SOD 5F 166 535.00 $5,60000 $45.00 57 -47000 S50.00 $w-DO 464 18'AE1NF CONC PIPE (CLASS III} 1840 S40.OD 173.600.00 $52.00 595.6I1Q00 557.00 58,379130 464 24' REIW CONC PIPE (CLASS 111► LF LF 147 555. DO $8,085-00 &62.00 $9,114.013 St 10.600.00 SWOO $67.940.00 464 WRElW CONC PIPE (CLASS q1) PIPE (CLASS 01)(C -26 RUBBER GAEA 790 $72.00 $56,880.00 S29,40000 5149.00 55,850.00 &25,900013 W,503.00 $35.042.00 454 36 REINF CONC A DM A4J 14 52.300.00 52.450.00 $4.900.00 $1,300.00 52,600.00 ft,696.D0 $3,39200 $10,545,00 4651Pa£TS(10'ST 45 INLETS (TYPE MIAPIHCL.E (CMOF CARROLLTON) EA 2 5 S2.500 .D0 512.50000 S7,855.DO $3,200.00 (1,200.00 S16,090.DO $15,601).00 $2,129.00 $902.00 S31,72G00 465 INLETS TE CONCH PIPE END TREATMENT (CONCRETE) E A 13 5505.130 $1.70 $5,003.70 $5.OD S14,7t5.00 14.59 S13,24150 467 TRENCH SHEETING AND BRACING 2943 S50 00 $2 $50.00 S2,5D000 $735 "00 $267,921 50 4010 Sgt 6 ROCK FILTER DAM CY 50 $m'5�X3.10 &301.529.00 SUBTOTAL SCHEDULE V- DRAINAGE SCHEDULE VIPAVING 76 5390.00 S25,WQDO $326,00 $24,776L00 $661.01) $6.60 $50,236.00 f34,14840 %OOPREPAREROW STA Sy 3174 14.25 $2%,980.513 54,t5 $21,47210 593.218.40 $3.00 $84,74.00 104 REMOVE OLD CONCRETE PAVEMENT) 51.35 $94,830.80 $3.30 6539.337.54 $2.10 5453,04,7.50 105 REMOVE E)OSTING ASPFIALTIC PAVEMENT CY 215735 S2 55 $550,124.25 52.50 $234,600.00 54.130 moo 550, tID EXCAVATION (SWALE) CY %2730 518.00 5229,140.00 S20.00 S @SU 110 EXCAVATION CK) (TYPE C)CL 3)(DENSITY CONTROL) 17477 550.00 S3 S 5s4,OD 52,100.00 $15.00 $2.250.00 132 EMBANKME%lr IF &10.00 ,501300 $7,900-00 $8.00 56,320,00 514.00 511,060.00 62.3DOA0 496AEMOVEOLDSTRUCTLA too REMOVE OLD STAUCTLRE (36' PIPE) LF 790 1 510,00000 S10.00Q00 S65,D00.00 565,000 DO 52,300.00 $t,090,584.40 500 MOBILIZATION (COUNTY) LS LS S1,356,374,00 SUBTOTAL SCHEDULE Vi PAVING ID 0 a PROJECT. SANDY LAKE ROAD PROJECT 91-836 LIMITS: COPPELLCITY LIMITS TO CARROLLTON CITY LIMITS PROJECT ENGINEER. IRVIN S. GRIFFIN, P.E. BID . A8 Lc-NGTFir 0.5D2 MILE TYPE; 4 LANE DIVIDED sID: # 98 - 050 DATE: 1 j27J96 GRAND TOTAL SCHEDULE I, 11, 111 AND V EXCLUDING PARTNERING GRAND TOTAL SCHEDULE I, II, Ill, IV, V. VI EXCLUDING PARTNERING $6,267,815.83 $7,982,642.13 $6,188,303.67 57,965,730.27 $6,302,461.51 $7,963,091.51 Q a , 0 rl 00 rn M N C fa r) ED BELLCONSTRJCTLON CO RAMEX CONSTRUCT ION TISEO PAVING COMPANY UNIT. PRI, Cf+......« EXTEMMION+........ uNIT�PRICE. CEM.....«EXTENSION „......+UNTT PR * As .......^ ITEM DESCRIPTION UNIT HOUANTITY.. ,....�..EICTENSION 54,547.178 27 $4,595,332.26 .......,.. A ....... ............................... ................ $4.497,597. SUBTOTAL SCHEDULE I $34,464.00 $17,232.00 $30,586.80 SUBTOTAL SCHEDULE II S13.104.00 $6.552.00 $11,466.00 SUBTOTAL SCHEDULE 111 $421.052.60 6569,945.6E $416,373.00 SUBTOTAL SCHEDULE IV $1.593,557.40 $1,683,345.25 S1,728,165.9 D SUBTOTAL SCHEDULE Y $1,356,374.00 $1.090.584.40 $1,298.653.30 SUBTOTAL SCHEDULE VI GRAND TOTAL SCHEDULE I, 11, 111 AND V EXCLUDING PARTNERING GRAND TOTAL SCHEDULE I, II, Ill, IV, V. VI EXCLUDING PARTNERING $6,267,815.83 $7,982,642.13 $6,188,303.67 57,965,730.27 $6,302,461.51 $7,963,091.51 Q a , 0 rl 00 rn M N C fa r)