1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 4090701 MGR.NO. 053 PAGE 001 CONT 6184 SEC 38 JOB 001 RES ENGR PETERSON, DONALD PROJ RMC - 618438001 HWY SH0208 2802 ARMSTRONG SAN ANGELO CNTY TOM GREEN DIST 07 CONTRACT PRICE $ 189,623.28 REPORT DATE 10/13/2009 17.37.17 CONTRACTOR REECE ALBERT, INC. 106 EST PERIOD MAY 15,2009 TO SEP 30,2009 EST NO 005 & FINAL --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN MAY 15, 2009 TIME COMPUTED FROM MAY 15, 2009 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 = 65 109 70 39 BROUGHT FORWARD ADDL DAYS GRANTED = 0 SEP 09 1 1 TOTAL DAYS ALLOWED = 65 2 1 DATE WORK COMPLETED 09/22/09 3 1 DAYS CHARGED TO DATE = 75 4 1 ASSESSED LIQ DAMAGES = 10 5 1 SATURDAY LIQ DAMAGE RATE $ 400 6 1 SUNDAY 7 1 HOLIDAY LIQUIDATED DAMAGES 8 1 10 DAYS AT $ 400 PER DAY 9 1 RAIN TOTAL = $ 4,000.00 10 1 RAIN 11 1 TOO WET CERTIFIED AS CORRECT AND 12 1 SATURDAY ONE COPY HAS BEEN GIVEN 13 1 SUNDAY TO THE CONTRACTOR 14 1 TOO WET 15 1 TOO WET 16 1 TOO WET ---------------------------- 17 1 WORK COMPLETED AREA/PROJECT ENGINEER 18 1 AWAITING ON FINAL ACCEPTANCE. 19 1 SATURDAY 20 1 SUNDAY 21 1 AWAITING ON FINAL ACCEPTANCE. 22 1 WORK ACCEPTED - - - ----- ----- ----- 131 75 56 3 SATURDAY 3 SUNDAY 1 HOLIDAY 2 RAIN 4 TOO WET 1 WORK COMPLETED 2 AWAITING ON FINAL ACCEPTANCE. 1 WORK ACCEPTED 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 4090701 MGR.NO. 053 PAGE 001 CONT 6184 SEC 38 JOB 001 RES ENGR PETERSON, DONALD PROJ RMC - 618438001 HWY SH0208 2802 ARMSTRONG SAN ANGELO CNTY TOM GREEN DIST 07 CONTRACT PRICE $ 189,623.28 REPORT DATE 10/13/2009 17.37.17 CONTRACTOR REECE ALBERT, INC. 106 EST PERIOD MAY 15,2009 TO SEP 30,2009 EST NO 005 & FINAL DIST. 07 COUNTY TOM GREEN CONTROL 6184-38-001 PROJECT RMC - 618438001 HIGHWAY SH0208 0LIMITS- TOM GREEN TOM GREEN 0TYPE OF WORK- REHABILITATION EXISTING BRIDGE WIDENING 0 0005 PREPARED FEBRUARY 2009 0 0055 WIDENING OF BRIDGE CULVERT NET LENGTH 0.001 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0060 0100 PREPARING ROW STA 6.630 6.630 301.180 1,996.82 0062 0110*EXCAVATION (ROADWAY) CY 400.000 400.000 4.870 1,948.00 0065 0112 SUBGRADE WIDENING (DENS CONT) STA 4.000 4.000 516.630 2,066.52 0070 0164 DRILL SEEDING (PERM) (RURAL) (CLAY) AC 0.860 0.860 909.480 782.15 0075 0247 FL BS (CMP IN PLC) (TY A GR 4) (8") SY 111.000 111.000 14.500 1,609.50 0080 0251 REWORK BS MTL (TY D) (8") (DENS CONT) SY 2,831.000 2,831.000 2.580 7,303.98 0085 0310 PRIME COAT (MC-30) GAL 648.000 550.000 4.230 2,326.50 0085 0310 ADJ EST QUANTITY TO DATE 550.000 0090 0314 EMULS ASPH (EROSN CONT)(SS-1) GAL 20.000 225.000 24.610 5,537.25 0090 0314 ADJ EST QUANTITY TO DATE 225.000 0095 0316 ASPH (AC-20-5TR) GAL 1,037.000 2,225.000 4.170 9,278.25 0095 0316 ADJ EST QUANTITY TO DATE 2,225.000 0100 0316 AGGR(TY-PB GR-3 SAC-B) CY 38.000 47.000 127.750 6,004.25 0100 0316 ADJ EST QUANTITY TO DATE 47.000 0105 0316 AGGR(TY-PB GR-4 SAC-B) CY 29.000 68.000 150.260 10,217.68 0105 0316 ADJ EST QUANTITY TO DATE 68.000 0110 0316 ASPH(AC-3 OR AC-5) GAL 1,134.000 1,110.000 3.140 3,485.40 0110 0316 ADJ EST QUANTITY TO DATE 1,110.000 0115 0340 D-GR HMA(METH) TY-A PG70-22 TON 37.000 45.890 153.780 7,056.96 0115 0340 ADJ EST QUANTITY TO DATE 45.890 0120 0429 CONC STRUCT REPAIR SF 79.000 136.880 47.050 6,440.20 0120 0429 ADJ EST QUANTITY TO DATE 136.880 0125 0430 CL C CONC FOR EXT STR (ABUT) CY 10.800 11.808 2,038.970 24,076.16 1 0125 0430 ADJ EST QUANTITY TO DATE 11.808 0130 0430 CL C CONC FOR EXT STR (BENT) CY 1.100 1.117 3,286.700 3,671.24 0130 0430 ADJ EST QUANTITY TO DATE 1.117 0135 0430 CL S CONC FOR EXT STR (SLAB) CY 4.800 4.925 3,404.370 16,766.52 0135 0430 ADJ EST QUANTITY TO DATE 4.925 0140 0432 RIPRAP (MOW STRIP)(5 IN) CY 15.000 4.616 512.660 2,366.44 0140 0432 ADJ EST QUANTITY TO DATE 4.616 0145 0450 RAIL (TY T203) LF 52.000 52.000 98.410 5,117.32 0150 0450 RAIL (TY T203)(RETROFIT) LF 52.000 52.000 146.390 7,612.28 0155 0452 REMOV RAIL (CONC POST & MTL ELEMENTS) LF 104.000 104.000 1.000 104.00 0160 0480 CLEAN EXIST CULVS EA 1.000 1.000 3,222.130 3,222.13 0165 0500 MOBILIZATION LS 1.000 1.000 19,074.850 19,074.85 0170 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 3.000 3.000 6,209.180 18,627.54 0175 0506 ROCK FILTER DAMS (INSTALL) (TY 2) LF 80.000 80.000 33.240 2,659.20 0180 0512 PORT CTB (DES SOURCE)(SAFETY SH)(TY 2) LF 360.000 360.000 8.080 2,908.80 0185 0512 PORT CTB (MOVE)(SAFETY SH)(TY 2) LF 360.000 360.000 3.510 1,263.60 0190 0512 PORT CTB (STKPL)(SAFETY SH)(TY 2) LF 1,080.000 1,080.000 4.980 5,378.40 0195 0540 MTL BEAM GD FEN TRANS (THRIE-BEAM) EA 4.000 4.000 1,564.310 6,257.24 0200 0544 GUARDRAIL END TREATMENT (INSTALL) EA 4.000 4.000 2,231.750 8,927.00 0205 0545 CRASH CUSH ATTEN(MOV&RESET)(ABSORB 350) EA 2.000 2.000 122.030 244.06 0210 0545 CRASH CUSH ATTEN (REMOVE)(ABSORB 350) EA 4.000 4.000 40.680 162.72 0215 0644 INS SM RD SN SUP&AM TY 10BWG(1) SA(T) EA 2.000 2.000 495.370 990.74 0220 0644 RELOCATE SM RD SN SUP & AM TY 10BWG EA 1.000 1.000 36.500 36.50 0225 0644 REMOVE SM RD SN SUP & AM EA 2.000 2.000 78.220 156.44 0230 0662 WK ZN PAV MRK NON-REMOV (W) 4" (SLD) LF 2,918.000 3,856.000 2.610 10,064.16 0230 0662 ADJ EST QUANTITY TO DATE 3,856.000 0235 0666 REFL PAV MRK TY I (W) 4" (SLD)(100MIL) LF 728.000 3,141.000 3.130 9,831.33 0235 0666 ADJ EST QUANTITY TO DATE 3,141.000 0240 0666 REFL PAV MRK TY I (Y) 4" (SLD)(100MIL) LF 728.000 3,122.000 3.130 9,771.86 0240 0666 ADJ EST QUANTITY TO DATE 3,122.000 0245 0672 REFL PAV MRKR TY II-A-A EA 19.000 32.000 15.640 500.48 0245 0672 ADJ EST QUANTITY TO DATE 32.000 0250 0677 ELIM EXT PAV MRK & MRKS ( 4") LF 1,080.000 1,568.000 .230 360.64 0250 0677 ADJ EST QUANTITY TO DATE 1,568.000 0255 5049 BIODGRD EROSION CONTROL LOGS 1 (18" DIA) LF 120.000 170.000 8.320 1,414.40 0255 5049 ADJ EST QUANTITY TO DATE 170.000 0300 9001*JUNE 1, 2009 CREDIT DAY FOR RAIN LS 1.000 1.000 400.000 400.00 0 SUBTOTAL BID ITEMS $ 228,019.51 0 TOTAL AMOUNT WORK DONE WIDENING OF BRIDGE CULVERT $ 228,019.51 0 TOTAL AMOUNT WORK DONE CONTROL 6184-38-001 $ 228,019.51 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 4090701 MGR.NO. 053 PAGE 001 CONT 6184 SEC 38 JOB 001 RES ENGR PETERSON, DONALD PROJ RMC - 618438001 HWY SH0208 2802 ARMSTRONG SAN ANGELO CNTY TOM GREEN DIST 07 CONTRACT PRICE $ 189,623.28 REPORT DATE 10/13/2009 17.37.18 CONTRACTOR REECE ALBERT, INC. 106 EST PERIOD MAY 15,2009 TO SEP 30,2009 EST NO 005 & FINAL 0*********************************************************************************************************************************** -LIMITS - TOM GREEN 0 TOM GREEN DATE WORK BEGAN MAY 15, 2009 WORKING DAYS USED 75 PERCENT COMPLETE 100.00 PERCENT TIME USED 115.30 DATE COMPLETED SEP 22 2009 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6184-38-001 RMC - 618438001 07 SH0208 TOM GREEN - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0100 PREPARING ROW STA 6.630 6.630 301.180 1,996.82 0112 SUBGRADE WIDENING (DENS CONT) STA 4.000 4.000 516.630 2,066.52 0164 DRILL SEEDING (PERM) (RURAL) (CLAY) AC 0.860 .860 909.480 782.15 0247 FL BS (CMP IN PLC) (TY A GR 4) (8") SY 111.000 111.000 14.500 1,609.50 0251 REWORK BS MTL (TY D) (8") (DENS CONT) SY 2,831.000 2,831.000 2.580 7,303.98 0310 PRIME COAT (MC-30) GAL 648.000 550.000 4.230 2,326.50 0310 ADJ EST QUANTITY TO DATE 550.000 0314 EMULS ASPH (EROSN CONT)(SS-1) GAL 20.000 225.000 24.610 5,537.25 0314 ADJ EST QUANTITY TO DATE 225.000 0316 ASPH (AC-20-5TR) GAL 1,037.000 2,225.000 4.170 9,278.25 0316 ADJ EST QUANTITY TO DATE 2,225.000 0316 AGGR(TY-PB GR-3 SAC-B) CY 38.000 47.000 127.750 6,004.25 0316 ADJ EST QUANTITY TO DATE 47.000 0316 AGGR(TY-PB GR-4 SAC-B) CY 29.000 68.000 150.260 10,217.68 0316 ADJ EST QUANTITY TO DATE 68.000 0316 ASPH(AC-3 OR AC-5) GAL 1,134.000 1,110.000 3.140 3,485.40 0316 ADJ EST QUANTITY TO DATE 1,110.000 0340 D-GR HMA(METH) TY-A PG70-22 TON 37.000 45.890 153.780 7,056.96 0340 ADJ EST QUANTITY TO DATE 45.890 0429 CONC STRUCT REPAIR SF 79.000 136.880 47.050 6,440.20 10429 ADJ EST QUANTITY TO DATE 136.880 0430 CL C CONC FOR EXT STR (ABUT) CY 10.800 11.808 2,038.970 24,076.16 0430 ADJ EST QUANTITY TO DATE 11.808 0430 CL C CONC FOR EXT STR (BENT) CY 1.100 1.117 3,286.700 3,671.24 0430 ADJ EST QUANTITY TO DATE 1.117 0430 CL S CONC FOR EXT STR (SLAB) CY 4.800 4.925 3,404.370 16,766.52 0430 ADJ EST QUANTITY TO DATE 4.925 0432 RIPRAP (MOW STRIP)(5 IN) CY 15.000 4.616 512.660 2,366.44 0432 ADJ EST QUANTITY TO DATE 4.616 0450 RAIL (TY T203) LF 52.000 52.000 98.410 5,117.32 0450 RAIL (TY T203)(RETROFIT) LF 52.000 52.000 146.390 7,612.28 0452 REMOV RAIL (CONC POST & MTL ELEMENTS) LF 104.000 104.000 1.000 104.00 0480 CLEAN EXIST CULVS EA 1.000 1.000 3,222.130 3,222.13 0500 MOBILIZATION LS 1.000 1.000 19,074.850 19,074.85 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 3.000 3.000 6,209.180 18,627.54 0506 ROCK FILTER DAMS (INSTALL) (TY 2) LF 80.000 80.000 33.240 2,659.20 0512 PORT CTB (DES SOURCE)(SAFETY SH)(TY 2) LF 360.000 360.000 8.080 2,908.80 0512 PORT CTB (MOVE)(SAFETY SH)(TY 2) LF 360.000 360.000 3.510 1,263.60 0512 PORT CTB (STKPL)(SAFETY SH)(TY 2) LF 1,080.000 1,080.000 4.980 5,378.40 0540 MTL BEAM GD FEN TRANS (THRIE-BEAM) EA 4.000 4.000 1,564.310 6,257.24 0544 GUARDRAIL END TREATMENT (INSTALL) EA 4.000 4.000 2,231.750 8,927.00 0545 CRASH CUSH ATTEN(MOV&RESET)(ABSORB 350) EA 2.000 2.000 122.030 244.06 0545 CRASH CUSH ATTEN (REMOVE)(ABSORB 350) EA 4.000 4.000 40.680 162.72 0644 INS SM RD SN SUP&AM TY 10BWG(1) SA(T) EA 2.000 2.000 495.370 990.74 0644 RELOCATE SM RD SN SUP & AM TY 10BWG EA 1.000 1.000 36.500 36.50 0644 REMOVE SM RD SN SUP & AM EA 2.000 2.000 78.220 156.44 0662 WK ZN PAV MRK NON-REMOV (W) 4" (SLD) LF 2,918.000 3,856.000 2.610 10,064.16 0662 ADJ EST QUANTITY TO DATE 3,856.000 0666 REFL PAV MRK TY I (W) 4" (SLD)(100MIL) LF 728.000 3,141.000 3.130 9,831.33 0666 ADJ EST QUANTITY TO DATE 3,141.000 0666 REFL PAV MRK TY I (Y) 4" (SLD)(100MIL) LF 728.000 3,122.000 3.130 9,771.86 0666 ADJ EST QUANTITY TO DATE 3,122.000 0672 REFL PAV MRKR TY II-A-A EA 19.000 32.000 15.640 500.48 0672 ADJ EST QUANTITY TO DATE 32.000 0677 ELIM EXT PAV MRK & MRKS ( 4") LF 1,080.000 1,568.000 .230 360.64 10677 ADJ EST QUANTITY TO DATE 1,568.000 5049 BIODGRD EROSION CONTROL LOGS (18" DIA) LF 120.000 170.000 8.320 1,414.40 5049* ADJ EST QUANTITY TO DATE 170.000 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 00110* EXCAVATION (ROADWAY) CY 400.000 400.000 4.870 1,948.00 9001* JUNE 1, 2009 CREDIT DAY FOR RAIN LS 1.000 1.000 400.000 400.00 0 SUBTOTAL BID ITEMS $ 228,019.51 0 CONTRACT TOTAL ALL ITEMS $ 228,019.51 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 4090701 MGR.NO. 053 PAGE 001 CONT 6184 SEC 38 JOB 001 RES ENGR PETERSON, DONALD PROJ RMC - 618438001 HWY SH0208 2802 ARMSTRONG SAN ANGELO CNTY TOM GREEN DIST 07 CONTRACT PRICE $ 189,623.28 REPORT DATE 10/13/2009 17.37.18 CONTRACTOR REECE ALBERT, INC. 106 EST PERIOD MAY 15,2009 TO SEP 30,2009 EST NO 005 & 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 ********************************************************************************************************************************** 226 RMC - 618438001 6184-38-001 228,019.51 .00 228,019.51 .00 4,000.00 224,019.51 175,133.83 48,885.68 ---------------------------------------------------------------------------------------------------------------------------------- 0********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 228,019.51 .00 228,019.51 .00 4,000.00 224,019.51 175,133.83 48,885.68 ---------------------------------------------------------------------------------------------------------------------------------- 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 4090701 MGR.NO. 053 PAGE 001 CONT 6184 SEC 38 JOB 001 RES ENGR PETERSON, DONALD PROJ RMC - 618438001 HWY SH0208 2802 ARMSTRONG SAN ANGELO CNTY TOM GREEN DIST 07 CONTRACT PRICE $ 189,623.28 REPORT DATE 10/13/2009 17.37.18 CONTRACTOR REECE ALBERT, INC. 106 EST PERIOD MAY 15,2009 TO SEP 30,2009 EST NO 005 & FINAL ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6184-38-001 RMC - 618438001 07 SH0208 TOM GREEN -LIMITS - TOM GREEN TOM GREEN LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES THIS ESTIMATE PRICE($) ($) 0 70 0164 DRILL SEEDING (PERM) (RURAL) AC 0.860 0.860 909.480 782.15 (CLAY) 90 0314 EMULS ASPH (EROSN GAL 20.000 225.000 24.610 5,537.25 CONT)(SS-1) 95 0316 ASPH (AC-20-5TR) GAL 1,037.000 2,225.000 4.170 9,278.25 105 0316 AGGR(TY-PB GR-4 SAC-B) CY 29.000 68.000 150.260 10,217.68 165 0500 MOBILIZATION LS 1.000 0.100 19,074.850 1,907.49 175 0506 ROCK FILTER DAMS (INSTALL) LF 80.000 80.000 33.240 2,659.20 (TY 2) 235 0666 REFL PAV MRK TY I (W) 4" LF 728.000 3,141.000 3.130 9,831.33 (SLD)(100MIL) 240 0666 REFL PAV MRK TY I (Y) 4" LF 728.000 3,122.000 3.130 9,771.86 (SLD)(100MIL) 245 0672 REFL PAV MRKR TY II-A-A EA 19.000 32.000 15.640 500.48 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 300 9001* JUNE 1, 2009 CREDIT DAY FOR LS 0.000 1.000 400.000 400.00 RAIN 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 50,885.69 0 TOTAL AMOUNT WORK DONE TO DATE - $ 228,019.51