1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 9104011 MGR.NO. 051 PAGE 001 CONT 6212 SEC 15 JOB 001 RES ENGR BROWNING, DUANE PROJ RMC - 621215001 HWY US0069 8450 US 69 N BEAUMONT CNTY HARDIN DIST 20 CONTRACT PRICE $ 1,465,247.21 REPORT DATE 04/30/2012 09.10.32 CONTRACTOR APAC-TEXAS, INC. 154 EST PERIOD NOV 16,2010 TO JUL 29,2011 EST NO 010 & FINAL --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN NOV 16, 2010 TIME COMPUTED FROM NOV 16, 2010 SUMMARY INFORMATION 0 DATE WORKING REASONS FOR DAYS CREDITED MONTH/YEAR OR DAYS DAYS /COMMENTS FOR DAYS CHARGED PHASE I DAYS CHARGED CREDITED CONTRACT WORK DAYS = 83 227 74 153 BROUGHT FORWARD ADDL DAYS GRANTED = 19 JUL 11 1 1 FRIDAY (NIGHTTIME WORK) TOTAL DAYS ALLOWED = 102 2 1 SATURDAY DATE WORK COMPLETED 07/29/11 3 1 HOLIDAY TRAFFIC DAYS CHARGED TO DATE = 85 4 1 HOLIDAY ASSESSED LIQ DAMAGES = 0 5 1 LIQ DAMAGE RATE $ 625 6 1 7 1 LIQUIDATED DAMAGES 8 1 FRIDAY (NIGHTTIME WORK) 0 DAYS AT $ 625 PER DAY 9 1 SATURDAY TOTAL = $ .00 10 1 SUNDAY 11 1 CERTIFIED AS CORRECT AND 12 1 ONE COPY HAS BEEN GIVEN 13 1 TO THE CONTRACTOR 14 1 15 1 16 1 SATURDAY ---------------------------- 17 1 SUNDAY AREA/PROJECT ENGINEER 18 1 19 1 20 1 RAIN 21 1 22 1 WORK COMPLETED 23 1 AWAITING ACCEPTANCE 24 1 AWAITING ACCEPTANCE 25 1 AWAITING ACCEPTANCE 26 1 AWAITING ACCEPTANCE 27 1 AWAITING ACCEPTANCE 28 1 AWAITING ACCEPTANCE 29 1 WORK ACCEPTED - ----- ----- ----- 256 85 171 3 SATURDAY 2 SUNDAY 1 HOLIDAY 2 FRIDAY (NIGHTTIME WORK) 1 HOLIDAY TRAFFIC 1 RAIN 1 WORK COMPLETED 6 AWAITING ACCEPTANCE 1 WORK ACCEPTED 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 9104011 MGR.NO. 051 PAGE 001 CONT 6212 SEC 15 JOB 001 RES ENGR BROWNING, DUANE PROJ RMC - 621215001 HWY US0069 8450 US 69 N BEAUMONT CNTY HARDIN DIST 20 CONTRACT PRICE $ 1,465,247.21 REPORT DATE 04/30/2012 09.10.35 CONTRACTOR APAC-TEXAS, INC. 154 EST PERIOD NOV 16,2010 TO JUL 29,2011 EST NO 010 & FINAL DIST. 20 COUNTY HARDIN CONTROL 6212-15-001 PROJECT RMC - 621215001 HIGHWAY US0069 0LIMITS- 0.20 MILES NORTH OF WEST WALTON ROAD 0.26 MILES SOUTH OF FM 421 0TYPE OF WORK- MICROSURFACE AND RE-STRIPE 0 0005 MICRO-SURF AND RE-STRIPE, D BROWNING, PM 0 0055 ROADWAY NET LENGTH 3.844 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0060 0104 REMOVING CONC (RIPRAP) CY 383.000 71.830 34.000 2,442.22 0065 0104 REMOVING CONC (CURB OR CURB & GUTTER) LF 16.000 16.000 25.000 400.00 0070 0110 EXCAVATION (ROADWAY) CY 619.900 525.210 8.000 4,201.68 0070 0110 ADJ EST QUANTITY TO DATE 525.210 0075 0110 EXCAVATION (CHANNEL) CY 6.000 6.000 250.000 1,500.00 0080 0112 SUBGRADE WIDENING (ORD COMP) STA 54.000 54.000 175.000 9,450.00 0085 0132 EMBANKMENT (FINAL)(DENS CONT)(TY A) CY 963.130 372.000 14.000 5,208.00 0085 0132 ADJ EST QUANTITY TO DATE 798.360 0087 0132*EMBANKMENT (FINAL)(ORD COMP)(TY B) CY 437.000 348.000 18.000 6,264.00 0090 0160 FURNISHING AND PLACING TOPSOIL (4") SY 4,530.530 0.000 2.250 .00 0090 0160 ADJ EST QUANTITY TO DATE 3,831.780 0092 0162*BLOCK SODDING SY 3,831.780 3,650.000 3.050 11,132.50 0095 0164 BROADCAST SEED (PERM) (RURAL) (SANDY) SY 4,672.530 0.000 .050 .00 0095 0164 ADJ EST QUANTITY TO DATE 0.000 0100 0168 VEGETATIVE WATERING MG 145.000 145.000 14.000 2,030.00 0105 0169 SOIL RETENTION BLANKETS (CL 1) (TY B) SY 4,530.530 0.000 .860 .00 0105 0169 ADJ EST QUANTITY TO DATE 0.000 0110 0292 ASPHALT STAB BASE (GR 1)(PG 64) TON 1,148.000 645.810 86.000 55,539.66 0115 0316 AGGR(TY-PD GR-4 OR TY-PL GR-4) CY 1,117.000 0.000 100.000 .00 0115 0316 ADJ EST QUANTITY TO DATE 0.000 0120 0316 ASPH(AC-10-2TR, AC-12-5TR OR 1 AC-15P) GAL 53,045.000 0.000 3.300 .00 0120 0316 ADJ EST QUANTITY TO DATE 0.000 0123 0340*D-GR HMA(METH) TY-D PG70-22 TON 5,165.000 5,165.000 113.000 583,645.00 0125 0350 MICROSURFACING TON 2,094.000 0.000 205.000 .00 0125 0350 ADJ EST QUANTITY TO DATE 0.000 0130 0400 CUT & RESTORING PAV (ASPH) SY 5.000 0.000 300.000 .00 0130 0400 ADJ EST QUANTITY TO DATE 0.000 0133 0430*CL C CONC FOR EXT STRU(CULV)(3'X 3') LF 13.000 13.000 585.000 7,605.00 0135 0432 RIPRAP (STONE COMMON)(DRY)(8 IN) CY 14.000 14.000 275.000 3,850.00 0140 0432 RIPRAP (MOW STRIP)(4 IN) CY 628.000 0.000 320.000 .00 0140 0432 ADJ EST QUANTITY TO DATE 0.000 0145 0432 RIPRAP (CONC)(CL B)(5 IN) CY 10.000 9.440 950.000 8,968.00 0147 0432*RIPRAP (CONC)(CL B)(5 IN) CY 18.500 11.300 600.000 6,780.00 0150 0432 RIPRAP (CONC)(CL B) CY 2.000 0.000 900.000 .00 0150 0432 ADJ EST QUANTITY TO DATE 0.000 0155 0450 RAIL (TY T101) LF 222.000 102.000 55.000 5,610.00 0155 0450 ADJ EST QUANTITY TO DATE 102.000 0160 0464 RC PIPE (CL III)(18 IN) LF 102.000 508.000 50.000 25,400.00 0160 0464 ADJ EST QUANTITY TO DATE 508.000 0161 0464*RC PIPE (CL III)(24 IN) LF 412.000 412.000 54.000 22,248.00 0162 0464*RC PIPE (CL III)(36 IN) LF 24.000 24.000 93.000 2,232.00 0163 0465*MANH (COMPL)(TY M) EA 1.000 1.000 4,450.000 4,450.00 0164 0465*INLET (COMPL)(DROP)(TY I) EA 1.000 1.000 3,000.000 3,000.00 0165 0467 SET (TY II)(18 IN)(RCP)(6:1)(P) EA 2.000 2.000 1,575.000 3,150.00 0167 0467*SET (TY II)(24 IN)(RCP)(6:1)(P) EA 2.000 2.000 950.000 1,900.00 0168 0467*SET (REMOV & REINSTALL) EA 17.000 16.000 300.000 4,800.00 0170 0496 REMOV STR (SET) EA 4.000 8.000 800.000 6,400.00 0170 0496 ADJ EST QUANTITY TO DATE 8.000 0175 0500 MOBILIZATION LS 1.000 1.000 120,000.000 120,000.00 0180 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 7.000 7.000 500.000 3,500.00 0185 0506 ROCK FILTER DAMS (INSTALL) (TY 1) LF 463.000 463.000 20.500 9,491.50 0190 0506 ROCK FILTER DAMS (REMOVE) LF 463.000 463.000 5.000 2,315.00 0193 0530*TURNOUTS (ACP) SY 367.000 367.000 68.000 24,956.00 0195 0540 MTL W-BEAM GD FEN (TIM POST) LF 2,912.500 2,312.500 17.000 39,312.50 0195 0540 ADJ EST QUANTITY TO DATE 2,312.500 0200 0540 TERMINAL ANCHOR SECTION EA 18.000 11.000 463.000 5,093.00 0200 0540 ADJ EST QUANTITY TO DATE 11.000 0205 0540 MTL BEAM GD FEN TRANS (T101) EA 12.000 8.000 772.000 6,176.00 0205 0540 ADJ EST QUANTITY TO DATE 8.000 0210 0540 MTL W-BEAM GD FEN(TIM POST)RADIUS RAIL LF 150.000 0.000 19.000 .00 0210 0540 ADJ EST QUANTITY TO DATE 0.000 0215 0540 TERMINAL ANCHOR SECTION (DRWY) (SPCL) EA 6.000 0.000 463.000 .00 0215 0540 ADJ EST QUANTITY TO DATE 0.000 1 0220 0542 REMOVING METAL BEAM GUARD FENCE LF 700.000 0.000 2.550 .00 0220 0542 ADJ EST QUANTITY TO DATE 0.000 0225 0544 GUARDRAIL END TREATMENT (REMOVE) EA 4.000 0.000 128.000 .00 0225 0544 ADJ EST QUANTITY TO DATE 0.000 0230 0544 GDRAIL END TRT(INST)(WOOD POST)(TY III) EA 12.000 11.000 1,980.000 21,780.00 0230 0544 ADJ EST QUANTITY TO DATE 11.000 0233 0560*MAILBOX INSTALL-S (WC-POST) TY 3 FND EA 25.000 25.000 118.000 2,950.00 0235 0644 INS SM RD SN SUP&AM TY 10BWG(1) SA(T) EA 7.000 7.000 463.000 3,241.00 0240 0644 RELOCATE SM RD SN SUP & AM TY 10BWG EA 1.000 1.000 515.000 515.00 0245 0644 REMOVE SM RD SN SUP & AM EA 2.000 2.000 260.000 520.00 0250 0658 INSTL DEL ASSM (D-SW)SZ (TYC)GF1 EA 68.000 45.000 23.000 1,035.00 0250 0658 ADJ EST QUANTITY TO DATE 45.000 0255 0662 WK ZN PAV MRK SHT TERM (TAB) TY W EA 6,096.000 475.000 1.050 498.75 0260 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 10,060.000 3,750.000 1.050 3,937.50 0262 0662*WK ZN PAV MRK NON-REMOV (Y) 4" (BRK) LF 8,400.000 8,400.000 .200 1,680.00 0263 0662*WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 38,498.000 39,752.000 .200 7,950.40 0265 0666 REFL PAV MRK TY I (W) 4" (BRK)(100MIL) LF 8,960.000 8,960.000 .360 3,225.60 0270 0666 REFL PAV MRK TY I (W) 4" (SLD)(100MIL) LF 39,906.000 39,906.000 .360 14,366.16 0275 0666 REFL PAV MRK TY I (W) 8" (DOT)(100MIL) LF 347.000 550.000 .820 451.00 0280 0666 REFL PAV MRK TY I (W) 8" (SLD)(100MIL) LF 2,134.000 3,147.000 .720 2,265.84 0285 0666 REFL PAV MRK TY I (Y) 4" (BRK)(100MIL) LF 8,400.000 8,400.000 .360 3,024.00 0290 0666 REFL PAV MRK TY I (Y) 4" (SLD)(100MIL) LF 38,498.000 38,498.000 .360 13,859.28 0295 0666 REFL PAV MRK TY I (Y) 12"(SLD)(100MIL) LF 110.000 65.000 2.050 133.25 0300 0668 PREFAB PAV MRK TY C (W) (18") (SLD) LF 112.000 112.000 8.200 918.40 0305 0668 PREFAB PAV MRK TY C (W) (24") (SLD) LF 660.000 660.000 11.000 7,260.00 0310 0668 PREFAB PAV MRK TY C (W) (ARROW) EA 83.000 44.000 155.000 6,820.00 0315 0668 PREFAB PAV MRK TY C (W) (WORD) EA 24.000 24.000 215.000 5,160.00 0320 0668 PREFAB PAV MRK TY C (W) (36")(YLD TRI) EA 17.000 18.000 25.250 454.50 1 0325 0672 REFL PAV MRKR TY I-C EA 553.000 661.000 2.850 1,883.85 0330 0672 REFL PAV MRKR TY II-A-A EA 1,088.000 1,187.000 2.850 3,382.95 0335 0677 ELIM EXT PAV MRK & MRKS (24") LF 1,109.000 0.000 1.950 .00 0340 0677 ELIM EXT PAV MRK & MRKS (ARROW) EA 117.000 0.000 30.000 .00 0345 0677 ELIM EXT PAV MRK & MRKS (SYMBOL) EA 11.000 0.000 30.000 .00 0350 0677 ELIM EXT PAV MRK & MRKS (WORD) EA 13.000 0.000 30.000 .00 0355 0688 VEH LP DETECT (SAWCUT) LF 675.000 675.000 11.750 7,931.25 0360 5049 BIODGRD EROSION CONTROL LOGS (12" DIA) LF 3,099.000 3,099.000 3.550 11,001.45 0365 9001*CO#1 RIPRAP(MOW STRIP)(4 IN)(ITEM 4.2) CY 168.000 160.174 368.000 58,944.03 0370 9002*D-GR HMA(METH)TY-D PG70-22 (OVERRUN) TON 258.000 2,522.760 88.000 222,002.88 0375 9003*OFF DUTY POLICE OFFICER (CO#5) HR 100.000 104.000 37.120 3,860.48 0 SUBTOTAL BID ITEMS $ 1,410,102.63 0 MATERIAL ON HAND 0 LINE MATRL. NO MATERIAL DESCRIPTION UNIT QUANTITY % INV UNIT PRICE AMOUNT NO. PRICE ALLOWED($) ($) 0 0400 775 MATERIAL ON HAND DOL 0.000 100 1.000 .00 0 TOTAL AMOUNT WORK DONE ROADWAY $ 1,410,102.63 0 TOTAL AMOUNT WORK DONE CONTROL 6212-15-001 $ 1,410,102.63 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 9104011 MGR.NO. 051 PAGE 001 CONT 6212 SEC 15 JOB 001 RES ENGR BROWNING, DUANE PROJ RMC - 621215001 HWY US0069 8450 US 69 N BEAUMONT CNTY HARDIN DIST 20 CONTRACT PRICE $ 1,465,247.21 REPORT DATE 04/30/2012 09.10.36 CONTRACTOR APAC-TEXAS, INC. 154 EST PERIOD NOV 16,2010 TO JUL 29,2011 EST NO 010 & FINAL 0*********************************************************************************************************************************** -LIMITS - 0.20 MILES NORTH OF WEST WALTON ROAD 0 0.26 MILES SOUTH OF FM 421 DATE WORK BEGAN NOV 16, 2010 WORKING DAYS USED 85 PERCENT COMPLETE 100.00 PERCENT TIME USED 83.30 DATE COMPLETED JUL 29 2011 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6212-15-001 RMC - 621215001 20 US0069 HARDIN - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0104 REMOVING CONC (RIPRAP) CY 383.000 71.830 34.000 2,442.22 0104 REMOVING CONC (CURB OR CURB & GUTTER) LF 16.000 16.000 25.000 400.00 0110 EXCAVATION (ROADWAY) CY 619.900 525.210 8.000 4,201.68 0110 ADJ EST QUANTITY TO DATE 525.210 0110 EXCAVATION (CHANNEL) CY 6.000 6.000 250.000 1,500.00 0112 SUBGRADE WIDENING (ORD COMP) STA 54.000 54.000 175.000 9,450.00 0132 EMBANKMENT (FINAL)(DENS CONT)(TY A) CY 963.130 372.000 14.000 5,208.00 0132 ADJ EST QUANTITY TO DATE 798.360 0168 VEGETATIVE WATERING MG 145.000 145.000 14.000 2,030.00 0292 ASPHALT STAB BASE (GR 1)(PG 64) TON 1,148.000 645.810 86.000 55,539.66 0432 RIPRAP (STONE COMMON)(DRY)(8 IN) CY 14.000 14.000 275.000 3,850.00 0432 RIPRAP (CONC)(CL B)(5 IN) CY 10.000 9.440 950.000 8,968.00 0450 RAIL (TY T101) LF 222.000 102.000 55.000 5,610.00 0450 ADJ EST QUANTITY TO DATE 102.000 0464 RC PIPE (CL III)(18 IN) LF 102.000 508.000 50.000 25,400.00 0464 ADJ EST QUANTITY TO DATE 508.000 0467 SET (TY II)(18 IN)(RCP)(6:1)(P) EA 2.000 2.000 1,575.000 3,150.00 0496 REMOV STR (SET) EA 4.000 8.000 800.000 6,400.00 0496 ADJ EST QUANTITY TO DATE 8.000 0500 MOBILIZATION LS 1.000 1.000 120,000.000 120,000.00 10502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 7.000 7.000 500.000 3,500.00 0506 ROCK FILTER DAMS (INSTALL) (TY 1) LF 463.000 463.000 20.500 9,491.50 0506 ROCK FILTER DAMS (REMOVE) LF 463.000 463.000 5.000 2,315.00 0540 MTL W-BEAM GD FEN (TIM POST) LF 2,912.500 2,312.500 17.000 39,312.50 0540 ADJ EST QUANTITY TO DATE 2,312.500 0540 TERMINAL ANCHOR SECTION EA 18.000 11.000 463.000 5,093.00 0540 ADJ EST QUANTITY TO DATE 11.000 0540 MTL BEAM GD FEN TRANS (T101) EA 12.000 8.000 772.000 6,176.00 0540 ADJ EST QUANTITY TO DATE 8.000 0544 GDRAIL END TRT(INST)(WOOD POST)(TY III) EA 12.000 11.000 1,980.000 21,780.00 0544 ADJ EST QUANTITY TO DATE 11.000 0644 INS SM RD SN SUP&AM TY 10BWG(1) SA(T) EA 7.000 7.000 463.000 3,241.00 0644 RELOCATE SM RD SN SUP & AM TY 10BWG EA 1.000 1.000 515.000 515.00 0644 REMOVE SM RD SN SUP & AM EA 2.000 2.000 260.000 520.00 0658 INSTL DEL ASSM (D-SW)SZ (TYC)GF1 EA 68.000 45.000 23.000 1,035.00 0658 ADJ EST QUANTITY TO DATE 45.000 0662 WK ZN PAV MRK SHT TERM (TAB) TY W EA 6,096.000 475.000 1.050 498.75 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 10,060.000 3,750.000 1.050 3,937.50 0666 REFL PAV MRK TY I (W) 4" (BRK)(100MIL) LF 8,960.000 8,960.000 .360 3,225.60 0666 REFL PAV MRK TY I (W) 4" (SLD)(100MIL) LF 39,906.000 39,906.000 .360 14,366.16 0666 REFL PAV MRK TY I (W) 8" (DOT)(100MIL) LF 347.000 550.000 .820 451.00 0666 REFL PAV MRK TY I (W) 8" (SLD)(100MIL) LF 2,134.000 3,147.000 .720 2,265.84 0666 REFL PAV MRK TY I (Y) 4" (BRK)(100MIL) LF 8,400.000 8,400.000 .360 3,024.00 0666 REFL PAV MRK TY I (Y) 4" (SLD)(100MIL) LF 38,498.000 38,498.000 .360 13,859.28 0666 REFL PAV MRK TY I (Y) 12"(SLD)(100MIL) LF 110.000 65.000 2.050 133.25 0668 PREFAB PAV MRK TY C (W) (18") (SLD) LF 112.000 112.000 8.200 918.40 0668 PREFAB PAV MRK TY C (W) (24") (SLD) LF 660.000 660.000 11.000 7,260.00 0668 PREFAB PAV MRK TY C (W) (ARROW) EA 83.000 44.000 155.000 6,820.00 0668 PREFAB PAV MRK TY C (W) (WORD) EA 24.000 24.000 215.000 5,160.00 0668 PREFAB PAV MRK TY C (W) (36")(YLD TRI) EA 17.000 18.000 25.250 454.50 0672 REFL PAV MRKR TY I-C EA 553.000 661.000 2.850 1,883.85 10672 REFL PAV MRKR TY II-A-A EA 1,088.000 1,187.000 2.850 3,382.95 0688 VEH LP DETECT (SAWCUT) LF 675.000 675.000 11.750 7,931.25 5049 BIODGRD EROSION CONTROL LOGS (12" DIA) LF 3,099.000 3,099.000 3.550 11,001.45 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 00132* EMBANKMENT (FINAL)(ORD COMP)(TY B) CY 437.000 348.000 18.000 6,264.00 0162* BLOCK SODDING SY 3,831.780 3,650.000 3.050 11,132.50 0340* D-GR HMA(METH) TY-D PG70-22 TON 5,165.000 5,165.000 113.000 583,645.00 0430* CL C CONC FOR EXT STRU(CULV)(3'X 3') LF 13.000 13.000 585.000 7,605.00 0432* RIPRAP (CONC)(CL B)(5 IN) CY 18.500 11.300 600.000 6,780.00 0464* RC PIPE (CL III)(24 IN) LF 412.000 412.000 54.000 22,248.00 0464* RC PIPE (CL III)(36 IN) LF 24.000 24.000 93.000 2,232.00 0465* MANH (COMPL)(TY M) EA 1.000 1.000 4,450.000 4,450.00 0465* INLET (COMPL)(DROP)(TY I) EA 1.000 1.000 3,000.000 3,000.00 0467* SET (TY II)(24 IN)(RCP)(6:1)(P) EA 2.000 2.000 950.000 1,900.00 0467* SET (REMOV & REINSTALL) EA 17.000 16.000 300.000 4,800.00 0530* TURNOUTS (ACP) SY 367.000 367.000 68.000 24,956.00 0560* MAILBOX INSTALL-S (WC-POST) TY 3 FND EA 25.000 25.000 118.000 2,950.00 0662* WK ZN PAV MRK NON-REMOV (Y) 4" (BRK) LF 8,400.000 8,400.000 .200 1,680.00 0662* WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 38,498.000 39,752.000 .200 7,950.40 9001* CO#1 RIPRAP(MOW STRIP)(4 IN)(ITEM 4.2) CY 168.000 160.174 368.000 58,944.03 9002* D-GR HMA(METH)TY-D PG70-22 (OVERRUN) TON 258.000 2,522.760 88.000 222,002.88 9003* OFF DUTY POLICE OFFICER (CO#5) HR 100.000 104.000 37.120 3,860.48 0 SUBTOTAL BID ITEMS $ 1,410,102.63 0 CONTRACT TOTAL ALL ITEMS $ 1,410,102.63 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 9104011 MGR.NO. 051 PAGE 001 CONT 6212 SEC 15 JOB 001 RES ENGR BROWNING, DUANE PROJ RMC - 621215001 HWY US0069 8450 US 69 N BEAUMONT CNTY HARDIN DIST 20 CONTRACT PRICE $ 1,465,247.21 REPORT DATE 04/30/2012 09.10.36 CONTRACTOR APAC-TEXAS, INC. 154 EST PERIOD NOV 16,2010 TO JUL 29,2011 EST NO 010 & FINAL ********************************************************************************************************************************** CO NO PROJECT CONT SEC JOB LINE NO TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 101 RMC - 621215001 6212-15-001 1,410,102.63 .00 1,410,102.63 .00 .00 1,410,102.63 1,409,987.75 114.88 ---------------------------------------------------------------------------------------------------------------------------------- 0********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 1,410,102.63 .00 1,410,102.63 .00 .00 1,410,102.63 1,409,987.75 114.88 ---------------------------------------------------------------------------------------------------------------------------------- 0INPUT PROOF READ BY- SUPPORTING PAPERS OK ------------------------------ ---------------------------- 0 **APPROVED BY** DATE --------------------------------------------- AREA/PROJECT ENGINEER 0 DATE --------------------------------------------- DISTRICT ENGINEER 1MIS.CIS.07 WORK PERFORMED THIS PERIOD CONTRACT 9104011 MGR.NO. 051 PAGE 001 CONT 6212 SEC 15 JOB 001 RES ENGR BROWNING, DUANE PROJ RMC - 621215001 HWY US0069 8450 US 69 N BEAUMONT CNTY HARDIN DIST 20 CONTRACT PRICE $ 1,465,247.21 REPORT DATE 04/30/2012 09.10.43 CONTRACTOR APAC-TEXAS, INC. 154 EST PERIOD NOV 16,2010 TO JUL 29,2011 EST NO 010 & FINAL ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6212-15-001 RMC - 621215001 20 US0069 HARDIN -LIMITS - 0.20 MILES NORTH OF WEST WALTON ROAD 0.26 MILES SOUTH OF FM 421 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES THIS ESTIMATE PRICE($) ($) 0 175 0500 MOBILIZATION LS 1.000 0.030 120,000.000 3,600.00 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 92 0162* BLOCK SODDING SY 0.000 -181.780 3.050 -554.43 263 0662* WK ZN PAV MRK NON-REMOV (Y) LF 0.000 -996.000 0.200 -199.20 4" (SLD) 365 9001* CO#1 RIPRAP(MOW STRIP)(4 CY 0.000 -7.826 368.000 -2,879.97 IN)(ITEM 4.2) 375 9003* OFF DUTY POLICE OFFICER HR 0.000 4.000 37.120 148.48 (CO#5) 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 114.88 0 TOTAL AMOUNT WORK DONE TO DATE - $ 1,410,102.63