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ST9304-EM030602PROJECT: BELT LINE ROAD PROJECT 91-829 LIMITS: (DENTON TAP ROAD TO MACARTHUR BLVD) PROJECT ENGINEER: JOHN L MEARS, P.E. CONTRACTOR: ZACHARY CONST. CORP PO BOX 531558 GRAND PRAIRIE, TX 75053-15~8 COUNTY OF DALLAS LENGTH: 2.2 MILE TYPE: 4 LANE DIVIDED MONTHLY CONSTRUCTION ESTIMATE NO. 26 and final FROM: 03/1/03 TO: 04/10/03 BID # 2000-175-534 CONTRACT WORKING DAYS: 3g0# WORKING DAYS TO DATE: 379 CONTRACT AMOUNT:S8,920,480.99 PROJECTED ITEM DESCRIPTION UNIT QUANTITY SCHEDULE I 100 PREPARING RIGHT-OF-WAY 104 REMOVING CONCRETE(PAVEMENT) 104 REMOVING CONCRETE(CURB& GUTTER) 104~ REMOVING CONCRETE(DRIVEWAY) 110 EXCAVATION (ROADWAY & CHANNEL) 132 EMBANKMENT (TY B)(CL 3)(DENSITY CONTROL) 160 FURN & PLACE TOPSOIL (CL 3)(4") 162 SODDING FOR EROSION CONTROL(BLOCK SOE 164 BROADCAST SEEDING 260 LIME (TYPE A SLURRY) OR (TYPE B) LIME TREATED SUBGRADE (DENSITY CONTROl 275 CEMENT (50 Ibs~y) 275 CEMENT TREATED BASE (6")(DENSITY CONTR¢ 305~ SALV, HAUL & STOCKPILE RAP (6") 340 ASHPALTIC CONCRETE (TYPE B ) 340 ASHPALTIC CONCRETE (TYPE D ) 3405 ASHPALT TRANSITION 3605 REMOVEiREPLEX. CONC. CURB 3605 EXC, & DOWEL MEDIAN CONC. 3605 CONCRETE PAVEMENT (STREET HEADER) 360 CONCRETE PAVEMENT (RAILROAD HEADER) 360 CONCRETE PAVEMENT (REINFORCED)(8")(CL F 360 CONCRETE PAVEMENT (MONOLITHIC CURB)(6" 400 CEMENT STABILIZED BACKFILL 400! ADDITIONAL STRUCTURAL EXC FOR PiPE 400! SELECT BACKFILL 4Ova# TEMP SPECIAL SHORING 416 DRILLED SHAFT FOUNDATION (18") 416 DRILLED SHAFT FOUNDATION (30") 420 CLASS W CONCRETE 420 CLASS 'C' CONCRETE (ABUT) 420 CLASS 'C' CONCRETE (BENT) 420 CLASS 'C' CONCRETE (APPR. SLAB) 422 REINF CONC. SLAB 425 PRESTR. CONC. BEAMS (TY C) 428 CONC. SURF. TREAT. QUANTITY QTY THIS TO-DATE MONTH UNIT OVER (-)/ PRICE EXTENSION UNDER (+) STA 123 123 0 $800.00 $98,400.00 $0.00 6Y 1 O41 946.56 0 $4.50 $4,259.52 $424.98 LF 1031 242.5 0 $1.91 $463.18 $1,506.04 SY~ 1200 1226.98 0 $4.00 $4,g07.72 -$107.72 CY 56,233 57753 0 $2.98 $118,393.65 -$3,116.00 CY 163,452 163452 0 $4.11 $671,787.72 $0.00 SY 128,337 128377 6456.98 ~0.67 $98,012.59 SY 1,000 2524 0 $2.00 $5,048.00 -$3,048.00 SY 128,337 148361 54001 $0.98 $8,901.66 -$1,201.44 TON 1,218 1114.36 0 $90.00 $100,292.40 $9,327.60 SY 81,349 74814,32 0 $2.05 $153,369.36 $13,396.09 TON 203 219.29 0 $77.00 $16,885.33 -$1,254.33 SY 8,135 8771.28 0 $1.47 $12,893.78 -$935.33 SY# 15,000 20756.02 0 $1.29 $26,775.27 -$7,425.27 TON 202 206.61 0 $50.00 $10,330.50 -$230.50 TON 98 136.61 0 $56.00 $7,650.16 -$2,106.16 LS 1 1 0 $5,931.82 $5,931.82 $0.00 LF 180 180 0 $11.72 $2,109.60 $0.00 LS 1 I 0 $954.99 $954.99 $0.00 LF 800 66 0 $23.04 $1,520.64 $16,911 LF 104 104 0 $15.72 $1,634.88 $0.00 SY 73,382 73361.14 0 $20.17 $1,479,694.19 $420.75 LF 47,612 43576.55 0 $2.12 $92,382.29 $8,555.15 CY 100 86.88 0 $85.41 $7,420.42 $I ,120.58 CY 554 156 0 $2.05 $319.80 $815.90 CY 224 156 0 $29.36 $4,580.16 $1,996.48 SF~# 2,000 0 0 $4.24 $0.00 $8,480.00 LF 212 1 98.09 0 $43.67 $8,694.26 $563.78 LF 1,298 1201.1 0 $81.49 $97,877.64 $7,081.48 CY 74 74 0 $161.33 $11,938.42 $0.00 CY 137 137 0 $404.45 $55,40~,65 $0.00 CY 145 145 0 $473.78 $68,698.10 $0.00 CY 119 119 0 $205.41 $24,443.79 $0.00 SF 20,041 20041 0 $8.28 $165,g39.48 $0.00 LF 2,821 2821 0 $50.50 $142,460.50 $0.00 SY 1,788 1788 0 $0.55 $983.40 $0.00 6~./2003 3 COUNTY OF DALLAS LENGTH: 2.2 MILE PROJECT: BELT LINE ROAD PROJECT 91-829 LIMITS: (DENTON TAP ROAD TO MACARTHUR BLVD) PROJECT ENGINEER: JOHN L. MEARS, P.E. CONTRACTOR: ZACHARY CONST. CORP PO BOX 531558 GRAND PRAIRIE, TX 75053-1558 TYPE: 4 LANE DIVIDED MONTHLY CONSTRUCTION ESTIMATE NO. 26 and final FROM: 03/1/03 TO: 04/10/03 BID # 2000-17~534 CONTRACT WORKING DAYS: 390~ WORKING DAYS TO DATE: 379 CONTRACT AMOUNT:S6,920,480.99 !~#$ PROJECTED QUANTITY QTY THIS UNIT OVER (-)/ ITEM DESCRIPTION UNIT QUANTITY TO-DATE MONTH PRICE EXTENSION UNDER (+) 466 TYPE 'B' HEADWALL 3X36" 466!$ TYPE 'B' HEADWALL 42" 466!$ TYPE 'B' HEADWALL48" 466 TYPE 'B' HEADWALL 3X42" 466 TYPE 'B' HEADWALL 54" 466 TYPE 'C' HEADWALL 30" 474~ ~' SLOTTED DRAIN 479 ADJ MANHOLES (ELEC) 479 ADJ MANHOLES (WATER) 479 ADJ MANHOLES (WATER VALVE BOX) 479 ADJ MANHOLES (TELEPHONE) 479 ADJ MANHOLES (SAN. SEWER) !480 CLEANING EXIST 21" RCP CULVERT !480 CLEANING EXIST 42" RCP CULVERT 4S6 REM OLD STRUCT (SMALL) !496 REM OLD STRUCT (PIPE <36") !496 REM OLD STRUCT (PIPE >36") 496 REM OLD STRUCT (RAILROAD) 496 REM OLD STRUCT (BRIDGE) 500 MOBILIZATION 502 BARRICADES, SIGNS AND TRAFFIC HANDLING 504 FIELD OFFICE 508~ CONSTRUCTION DETOURS (CL 3) 508~# 12" TEMP PIPE 512 CONCRETE TRAFFIC BARRIER (PORTABLE)(FUI 512 PORT CONC TRAF BAR (MOVE & RESET) 530~ DRIVEWAYS (CONCRETE)(6") 531 SIDEWALK RAMPS 5365 MONO MEDIAN NOSE 540~ METAL BEAM GUARD FENCE (12 GA)(TtM POST'~ 540{~ SGT 2000 GUARDRAIL END TREATMENT 540 TERM ANCHOR SECT (12 GA) 550 TEMP CONST. FENCE 550 6' CHAIN LINK FENCE W/3 STRAND BARBED WI 552 3' BARBEDWIRE FENCE 618 CONDUIT (2")(PVC)(SCHED 40) 618~ CONDUIT (2")(PVC)(SCHED 40) BORE 618 CONDUIT (3")(PVC)(SCHED 40) EA I 1 0 $1,350.00 $1,350.00 $0.00 EA$ 2 2 0 $1,350.00 $2,700.00 $0.00 F_AS 2 2 0 $2,324.24 $4,648.48 $0.00 EA I 1 0 $3,000.00 $3,000.00 $0.00 EA 2 2 0 $I ,750.00 $3,500.00 $0.00 EA 1 0 0 $1,425.00 $0.00 $1,425.00 LF# 1,280 1161.5 0 $14.60 $16,g57.90 $1,730.10 EA I 0 0 $1,250.00 $0.00 $1,250.00 EA 6 6 0 $1,050.00 $6,300.00 $0.00 EA 10 8 0 $150.00 $1,200.00 $300.00 EA 9 5 0 $1,450.00 $7,250.00 $5,800.00 EA 12 9 0 $750.00 $6,750.00 $2,250.00 EA I 1 0 $1,809.06 $1,809.06 $0.00 EA 1 1 0 $3,152.00 $3,152.00 $0.00 EA 18 23 0 $850.00 $19,550.00 -$4,250.00 LF! 2g5 389 0 $12.00 $4,668.00 -$1,128.00 LF 783 768 0 $15.00 $11,520.00 $225.00 EA 1 I 0 $5,279.58 $5,279.58 $0.00 EA I 1 0 $38,849.92 $38,849.92 $0.00 LS 1 1 0 $600,000.00 $600,000.00 $0.00 MO 22 24 0 $4,105.00 $98,520.00 -$8,210.00 MO 22 24 0 $1,690.86 $40,580.64 -$3,381.72 SY¢~ 4,638 4,944.15 0 $22.71 $112,281.65 -$6,g52.67 LF{~# 140 60.00 0 $29.15 $1,749.00 $2,332.00 LF 12,0(30 12,016 0 $18.43 $221,454.88 -$294.88 EA 250 34 0 $72.78 $2,474.52 $15,720.48 SY~ 800 1257.89 0 $40.19 $50,554.60 -$18,402.60 EA 18 12 0 $263.02 $3,156.24 $1,578.12 EA$ 15 0 0 $2,054.54 $0.00 $30,818.10 LF~ 2,360 925 0 $11.60 $10,637.50 $16,502.50 EA~ 2 2 0 $4,042.50 $8,085.00 $0.00 EA 8 12 0 $350.00 $4,200.00 -$1,400.00 LF 7,888 5900 0 $3.50 $20,650.00 $6,958.00 LF 5,157 3085.3 0 $13.50 $41,651.55 $27,967.95 LF 2,731 2741 0 $2.60 $7,126.60 -$26.00 LF 24,000 235(39.77 0 $4.50 $105,793.97~ $2,206.04~'' LF# 60 50 0 $18.90 $945.00~ $189.00 LF 1,200 2303 0 $5.50 $12,666.50 ~ -$6,066.50 ~ 6DJ2~3 PROJECT: BELT LINE ROAD PROJECT 91-829 LIMITS: (DENTON TAP ROAD TO MACARTHUR BLVD) PROJECT ENGINEER: JOHN L. MEARS, P.E. CONTRACTOR: ZACHARY CONST. CORP PO BOX 531558 GRAND PRAIRIE, TX 7505.3.1558 COUNTY OF DALLAS LENGTH: 2.2 MILE TYPE: 4 LANE DIVIDED MONTHLY CONSTRUCTION ESTIMATE NO. 26 and final FROM: 03/1/03 TO: 04/10/03 BID # 2000-175-534 CONTRACT WORKING DAYS: 390~ WORKING DAYS TO DATE: 379 CONTRACT AMOUNT:S6,920,480.99 4 PROJECTED QUANTITY QTY THIS ITEM DESCRIPTION UNIT QUANTITY TO-DATE MONTH 618 CONDUIT (4")(PVC)(SCHED 40) 618 CONDUIT (8")(PVC)(SCHED 40) 6185 R.M. CONDUIT (BRIDGE) 6185 R.M. CONDUIT 6245 REPL. EX. TRAFFIC BOX 624 PULL BO XES 624# RE-ROUTE SPARE CONDUIT~LIGHT BASES 624~ FURNISH AND INSTALL PULL BO XES 656 FOUNDATIONS FOR ILLUM POLES 662 WORK ZONE PVMT MARKINGS)(4" ) WHITE SOLI 662 WORK ZONE PVMT MARKINGS)(4" ) YELLOW SC 662~ WORK ZONE PVMT MARKINGS (I-W-C) 662 WORK ZONE PVMT MARKINGS (II-Y-Y) 6625 WORK ZONE SYMBOL (PAINT) 6625 WORK ZONE LEGEND (PAINT) 6625 WORK ZONE 24" STOP BAR (-rAPE) 6625 WORK ZONE SYMBOL (TAPE) 6625 WORK ZONE REMOVABLE YELLOW BUTTONS 66'25 WORK ZONE REMOVABLE WHITE BUTTONS 666 THERMOPLASTIC PVMT. MARKINGS (24")('rY I) 666 THERMOPLASTIC PVMT. MARKINGS (18")(TY I) 668~ PREFAB. PVMT MKNGS (SYM BOL)(WHITE) Co68~ PREFAB. PVMT MKNGS (LEGEND)(WHITE) 672 TRAFFIC BUTTONS (4")0N) 672 TRAFFIC BUTTONS (4")(I-W-C) 672 JIGGLE BAR TILES 6775 ELIM. EXIST. PVMT MARKINGS 680~ TRAFFIC SIGNALAT MOORE RD. Co80{~ TRAFFIC SIGNALAT MOCKINGBIRD 680~ TRANSFORMER TYPE SIGNAL BASE 681 TEMP TRAFFIC SIGNALS FOR CONST. (INTERSE 684# RELOCATE TRAFFIC SIGNAL CABLES 686 RELOCATE TRAFFIC SIGNAL POLES 688~ TRAFFIC SIGNAL DETECTORS 4010 TRENCH SHORING & BRACING 5899 PAVERS (BRICK) 5916 ROCK BERM INSTALL & REMOVE UNIT PRICE LF 3,000 3026 0 $8.50 LF 3,000 3026 0 $20.00 LF 250 250 0 $24.25 LF 80 80 0 $9.86 EA 2 2 0 $250.00 EA 9 4 0 $500.00 EA 42 41 0 $68.25 EA 25 34 0 $288.75 EA 60 41 0 $100.00 LF 24,000 18362 0 $0.12 LF 24,000 21404 0 $0.12 EA~ 1,100 663 0 $3.00 EA 1,200 0 0 $3.00 EA 11 11 0 $53.29 EA 11 11 0 $69.27 LF 28 28 0 $21.32 EA 5 5 0 $266.44 LF 24,511 24511 0 $0.83 LF 5,887 5887 0 $0.80 LF 200 512.4 0 $10.00 LF 600 0 0 $9.00 EA~ 30 11 0 $200.00 EA@ 30 11 0 $250.00 EA 1,200 2649 0 $3.50 EA 1,200 2676 0 $7.50 EA 100 0 0 $15.00 LS I 1 0 $3,720.65 LS{~ I I 0 $97,817.50 LS{~ I 1 0 $98,628.20 LS# I 1 0 $6,552.00 EA 3 3 0 $25,000.00 LS# 1 1 0 $3,351.60 EA 3 1 0 $500.00 ~ 3 3 0 $2,623.34 LF 10,259 7543 0 $2.39 SF 15,303 17536.64 0 $10.00 LF 595 185 0 $20.00 OVER (-)/ EXTENSION UNDER (+) $25,721.00~ -$221.00 $60,520.00 ~ -$520.00 $6,062.50' $0.00 $788.80/ $0.00 $500.00~ $2,000.00~ $2,500.00 $2,798.25" $68.25 $9,817.50~ -$2,598.75 $4,100.00-" $1,900.00 $2,203.44 $676.56 $2,568.48 $311.52 $1,g~9.00 $1,311.00 $0.00 $3,600.00 $586.19 $0.00 $761.97 $0.00 $596.96 $0.00 $1,332.20 $0.00 $20,344.13 $0.00 $4,709.60 $0.00 $5,124.00 - -$3,124.00 $9;00 $5,400.0O $2,200.00 ~ $3,800.00 $2,750.00 ~ $4,750.00 $9,271.50'~ -$5,071.50 $20,070.00f -$11 370.(30 $0.00 $1,500.00 $3,720.65 ~ ;0.00 $97,817.50 ;0.00 ~o.oo $3,351.60 ;0.00 18130.00 $1,000.00 $7,870.02 $0.00 $18,027.77 $6,491.24 $175,366.40/ -$22,336.40 $3,700.00 $8,200.00 6/2/2003 PROJECT: BELT LINE ROAD PROJECT 91-829 LIMITS: (DENTON TAP ROAD TO MACARTHUR BLVD) PROJECT ENGINEER: JOHN L MEAR8, P.E. CONTRACTOR: ZACHARY CONST. CORP PO BOX 531558 GRAND PRAIRIE, TX 75053-1558 COUNTY OF DALLAS LENGTH: 2.2 MILE TYPE: 4 LANE DIVIDED MONTHLY CONSTRUCTION ESTIMATE NO. 26 and final FROM: 03/1/03 TO: 04/10/03 BID # 2000-175-534 CONTRACT WORKING DAYS: WORKING DAYS TO DATE: 379 CONTRACT AMO UNT:$6,920,480.99 PROJECTED QUANTITY QTY THIS ITEM DESCRIPTION UNIT QUANTITY TO-DATE MONTH 5916 CURS INLET PROTECTION !592(: SILT FENCE, INSTALL & REMOVE W.1~$ ADJUST 24" WATER LINE W.2 IRON FI3-FINGS W.3{~ CONC, ENCASEMENT W.4 CONNECT PROP 24" WATER LINE TO EX 24" WP !W,5 24" BU3-FERFLYVALVE !W.6 6" BLOWOFF VALVE W.7~ RELOCATE BLOWOFF VALVES R.I{~ TXU RAILROAD SPUR SUB-BALLAST S.1{~ SPRINKLER RELOCATION S.25 SPRINKLER REPAIR ~ MACDONALD'S UNIT OVER (-)/ PRICE EXTENSION UNDER (+) 0 $200.00 $2,800.00 $4,400.00 0 $2.50 $15,075.00 $4,350,00 0 $158.43 $50,697.60/ $0.00 0 $I','I00.00 $0.00 $3,300.00 0 S35.00 $4,130.00- $70.00 0 $5,1343.00 $t0,086.00' $20,172.00 0 $16,8~6.28 $15,695.28~' $0.00 0 $4,171.20 $4,171.20'" $0.00 0 $T/3.00 $3,092.00/ $0.00 0 $3,842.~0 $3,842.90 $0.00 0 $1,876.00 $1,876.00 $0.00 0 $525.00 $525.00 $0.00 EA 36 14 LF 7,770 6030 LF{~$ 320 320 TON 3 0 CY~ 120 118 EA 6 2 EA I 1 EA 1 1 EA~ 4 4 LS~ I 1 LS~ 1 1 LS 1 1 ALTERNATE ITEM FOR PARTNERING WORKSHOP 1 0.5 0 $1.00 $0.50 $0.50