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ST9301A-EM 970113 SANDY LAKE ROAD ENGINEER'S COST ESTIMATE UNIT ITEM DESCRIPTION UNIT QUANT PRICE COST SCHEDULE I (CONTRACTOR) PAVING 160 TOPSOIL (6") (CL 2) S.Y. 10240 1.50 $ 15,360 162 BLOCK SOD S.Y. 80 8.00 $ 640 164 HYDRO-MULCH S.Y. 10240 0.80 $ 8,192 260 LIME (TYPE A SLURR~ TON 186 95.00 $ 17,670 260 LIME TREAT SUBGRADE 'S.Y. 13753 2.50 $ 34,383 360 CONC. PAVEMENT (REINFORCED) (8~) S.Y. 8242 25.00 $ 206,050 360 CONC. PAVEMENT (STREET HEADER) ~L.F. 113 12.00 $ 1,356 360 MONOLITHIC CURB (6") L.F. 4362 1.30 $ 5,671 423 RETAINING WALL (CAST-IN-PLACE) S.F. 828 25.00 $ 20,700 432 RIPRAP (FLUME/APRON) C.Y. 5 300.00 $ 1,500 450 RAILING 0-'Y'PE C201) L.F. 74 45.00 $ 3,330 500 MOBILIZATION L.S. I 400000.00 $ 400,000 502 BARR,SIGNS,TRAFFIC HANDLING MO. 22 1200.00 $ 26,400 504 FIELD OFFICE MO. 22 800.00 $ 17,600 512 PORT.CONC.TRAFF BARR (INSTALL) L.F. 560 15.00 $ 8,400 512 PORT.CONC.TRAFF BARR (REMOVE) L.F. 560 5.00 $ 2,800 529 CONC. CURB AND GUTTER L.F. 101i 15.00 $ 1,515 531 SIDEWALK (NON-REINF")(4") S.Y. 617 25.00 $ 15,425 531 SIDEWALK(REINF')BARR.FREE RAMP S.Y. 38 35.00 $ 1,330 540 METAL BEAM GUARD FENCE L.F. 110 15.00 $ 1,650 540 TERMINAL ANCHOR SECTIONS EA. 4 300.00 $ 1,200 550 RELOCATE PIPE RAIL FENCE L.F. 469 12.00 $ 5,628 550 CHAIN LINK FENCE L.F. 511 14.00 $ 7,154 550 TEMPORARY CONSTRUCTION FENCE L.F. 1971 7.00 $ 13,797 550 TYPE I GATE FA. I 400.00 $ 400 550 CHAIN LINK GATE (7') (16' WIDE) EA. I 1400.00 $ 1,400 550 CHAIN LINK GATE (6~) (28' DBL.) EA. 1 1200.00 $ 1,200 552 WIRE FENCE L.F. 615 12.00 $ 7,380 618 CONDUIT (2" PVC) (SCH. 40) L.F. 1938 3.50 $ 6,783 618 CONDUIT (3" PVC) (SCH. 40) L.F. 430 5.00 $ 2,150 618 CONDUIT (4" PVC) (SCH. 40) L.F. 162 5.50 $ 891 618 CONDUIT (6" PVC) (SCH. 40) L.F. 162 6.00 $ 972 624 PULL BOXES EA. 22 275.00 $ 6,050 656 STREET LIGHT FOUNDATIONS EA. 11 500.00 $ 5,500 666 THERM.PAV. MARK.(18")0NHITE STOP) L.F. 275 6.00 $ 1,650 666 THERM.PAV. MARK.(4")(VVHITETHERM) L.F. 4069 1.00 $ 4,069 666 THERM.PAV. MARK.(4'~(YELLOWTHRM) L.F. 5468 1.00 $ 5,468 672 TRAFF.BUTTONS(4~0'YPE I YELLOW) EA. 44 3.00 $ '132 672 TRAFF.BUTTONS(4") REEL. TY I-W-C EA. 983 5.00 $ 4,915 672 TRAFF.BUTTONS(4~REFL.TY II-W-C/R EA. 165 5.00 $ 825 672 TRAFF.BUTTONS(4'~ TY iI-Y-Y EA. 412 4.00 $ 1,648 5899 PAVESTONE/BRICK PAVERS S.F. 159 10.00 $ 1,590 SUBTOTAL PAVING $ 870,773 Page SCHEDULE I (CONTRACTOR) DRAINAGE 400 CEMENT STABILIZED BACKFILL C.Y. 150i 100.00 $ 15,000 402 TRENCH EXCAV.PROTECTION(DEWTR) S.F. 78,6171 0.45 $ 35,378- 420 CONC.STRUC.(FLAP VALV. HEADWALL) EA. 1 43000.00 $ 43,000' 424 PRECAST PIPE PLUGS - 66" EA. 1 450.00 $ 450 424 PRECAST PIPE PLUGS - 48" EA. 1 240.00 $ 240 432 CONCRETE RIPRAP C.Y. 6 300.00 $ 1,800 464 REINF.CONC. PIPE 21" (CL. II1) L.F. 568 40.00 $ 22,720 464 REINF.CONC. PIPE 24" (CL. III) L.F. 67 45.00 $ 3,015 464 REINF.CONC. PIPE 33" (CL. III) L.F. 454 62.00 $ 28,148 I 464 REINF.CONC. PIPE 48" (CL. III) L.F. 222 100.00 $ 22,200 464 'REINF.CONC. PIPE 54" (CL. III) L.F. 234 150.00 $ 35,100 464 REINF.CONC. PIPE 66" (CL. III) L.F. 1845 180.00 $ 332,100 465 INLETS- 2 GRATE EA. 2 1500.00 $ 3,000 465 INLETS/10' RECESSED) EA. 6 1800.00 $ 10,800 465 INLETS/"Y'~ EA. 2 1500.00 $ 3,000 465 CONCRETE JUNCTION BOX EA. 1 10000.00 $ 10,000 465 CONC. MH (TXDOT TY U MODIFIED) EA. 1 9000.00 $ 9,000 467 SAFETY END TREATMENT EA. 2 1000.00 $ 2,000 472 REM. AND RELAY CULVERT PIPE (18~,) L.F. 24 40.00 $ 960 474 SLOttED DRAIN OUTFALL,(15" R.C.P.) L.F. 10 35.00 $ 350 474 SLO~r~=D DRAIN, TYPE A (15" DIA.) L.F. 30 50.00 $ 1,500 4010 TRENCH SHEETING AND BRACING L.F. 3294 2.00 $ 6,588 5914 DROP INLET SEDIMENT TRAP(INSTALL) EA. 3 1000.00 $ 3,000 5914 DROP INLET SEDIMENT TRAP(REMOVE EA. 3 500.00 $ 1,500 5914 CURB INLET SEDIMENT TRAP(INSTALL) EA. 6: 600.00 $ 3,600 5914 CURB INLET SEDIMENT TRAP(REMOVE lEA. 6i 300.00 $ 1,800 5916 ROCK FILT. DAM TYPE I (INSTALL) lEA. 31 300.00 $ 900 5916 ROCK FILT. DAM TYPE I (REMOVE) :EA. 3 300.00 $ 900 5916 ROCK FILT. DAM TYPE 3 (INSTALL;) EA. I 800.00 $ 800 5916 ROCK FILT. DAM TYPE 3 (REMOVE) EA. I 300.00 $ 300 5918 BALED HAY (INSTALL) EA. 3 35.00 $ 105 5918 BALED HAY (REMOVE) EA. 3 17.00 $ 51 5920 SEDIMENT CONTROL FENCE (INSTALL) L.F. 7720 2.50 $ 19,300 5920 SEDIMENT CNTRL FENCE(REM. & INST) L.F. 1,000 1.00 $ 1,000 5920 SEDIMENT CONTROL FENCE (REMOVE) L.F. 7720 0.80 $ 6,176 5921 CONST. EXITS TYPE I (INSTALL) S.Y. 300 1400.00 $ 420,000 5921 CONST. EXITS TYPE 1 (REMOVE) S.Y. 300 450.00 $ 135,000 SUBTOTAL DRAINAGE $ 1,180,781 SCHEDULE I (CONTRACTOR) BRIDGE 416 DRILLED SHAFT (18'~ L.F. 206 40.00 $ 8,240 416 DRILLED SHAFT (24'~ L.F. 620 55.00 $ 34,100 416 DRILLED SHAFT (30") L.F. 2052 70.00 $ 143,640 416 DRILLED SHAFT (42'~ L.F. 546 110.00 $ 60,060 416 DRILLED SHAFT (42'~ (FORMED) L.F. 120 125.00 $ 15,000 421 CLASS C CONC.ABMT/WINGWALLS C.Y. 94 325.00 $ 30,550 421 CLASS C CONCRETE BENTS C.Y. 496.9 350.00 $ 173,915 422 REINFORCED CONC. SLABS(CLASS S) S.F. 86320 9.00 $ 776,880 425 .PRESTRESSED CONC.BEAMS(TYPE C) L.F. 10352.9 65.00 $ 672,939 425 PRESTRESSED CONC.BEAMS(TYPE IV) L.F. 3111.16 75.00 $ 233,337 Page 2 428 CONCRETE SURFACE TREATMENT S.Y. 9591 0.90 $ 8,632 432 RIPRAP (CONCRETE) (CL B) C.Y. 204.5 300.00 $ 61,350 442 STRUCTURAL STEEL(ARMOR JOINTS) LBS. 16270 1.551 $ 25,219 444 BRIDGE PROTECTION ASSEMBLEY EA. 2 1600.00~ $ 3,200 450 RAILING (TYPE T502 RAIL) L.F. 2140 23.00 $ 49,220 496 REMOVE OLD STRUCTURE (LARGE/ EA. 1 100000.00 $ 100,000 514 CONC.TRAFF.BARRIER ~'I-YPE 11 L.F. 850.8 40.00 $ 34,032 514 CONC.TRAFF.BARRIER ~YPE 2/ L.F. 229.2 100.00 $ 22,920 534 CONC.FOR APPR. SLABS(CLASS SI C.Y. 102 250.00 $ 25,500 618 CONDUIT (2") ( RIGID METAL) L.F. 2160 8.00 $ 17,280 SUBTOTAL BRIDGE $ 2,496,013 SCHEDULE I - TOTAL $ 4,547,567 SCHEDULE II (CONTRACTOR)CARROLLTON 5899 PAVESTONEJBRICK PAVERS S.F. 4308 10.00 $ 43,080 SCHEDULE II TOTAL $ 43,080 SCHEDULE III (CONTRACTOR}COPPELL 5899 PAVESTONE/BRICK PAVERS S.F. 1638 10.00 $ 16,380 SCHEDULE III TOTAL $ 16,380 SCHEDULE IV (COUNTY) PAVING ITEMS 100 PREPARE R.O.W. STA. 26.5 1000.00 $ 26,500 104 REMOVE OLD CONCRETE (RIPRAP) S.Y. 270 8.00 $ 2,160 104 REMOVE OLD CONCRETE(APPR.SLABI S.Y. 184 10.00 $ 1,840 110 EXCAVATION (ROADWAY) C.Y. 670 10.00 $ 6,700 110 EXCAVATION (SWALE) C.Y. 11700 2.50 $ 29,250 132 EMBANK.~P(PE C),(DENS CON~,(CL3) C.Y. 37135 10.00 $ 371,350 247 FLEX BASE ~YPE A,GR 3, CE 4) 8" C.Y. 1032 35.00 $ 36,120 305 SALV.,HAUL,&STKPL RCL.ASPHLT PVT. S.Y. 7067 1.20 $ 8,480 334 HOT MIX COLD LAID ASPLT CONC(TY D I TON 50 60.00 $ 3,000 340 HMAC TYPE D TON 512 60.00 $ 30,720 340 HMAC TYPE B TON 1024 55.00 $ 56,320 340 ROLLED ASPHLT.CURB(HMAC TYPE D) L.F. 406 6.00 $ 2,436 496 REMOVE OLD STRUCTURE(60" PIPE) L.F. 140 10.00 $ 1,400 508 CONSTRUCT DETOURS (CL 1) STA. 26.6 2000.00 $ 53,200 530 CONCRETE DRIVEWAYS S.Y. 120 35.00 $ 4,200 SCHEDULE IV TOTAL $ 633,676 PROJECT TOTAL $ 5,240,703 Page 3