1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 3094015 MGR.NO. 010 PAGE 001 CONT 6187 SEC 92 JOB 001 RES ENGR ACOSTA, MICHAEL PROJ RMC - 618792001 HWY IH0010 9320 SE LOOP 410 SAN ANTO CNTY BEXAR DIST 15 CONTRACT PRICE $ 1,682,006.91 REPORT DATE 09/08/2009 13.44.40 CONTRACTOR DEAN WORD COMPANY, LTD. 7044 EST PERIOD AUG 01,2009 TO AUG 31,2009 EST NO 004 --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN MAY 22, 2009 TIME COMPUTED FROM MAY 22, 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 = 68 71 59 12 BROUGHT FORWARD ADDL DAYS GRANTED = 8 AUG 09 1 1 TOTAL DAYS ALLOWED = 76 2 1 SUNDAY DATE WORK COMPLETED 3 1 DAYS CHARGED TO DATE = 74 4 1 ASSESSED LIQ DAMAGES = 0 5 1 LIQ DAMAGE RATE $ 800 6 1 7 1 LIQUIDATED DAMAGES 8 1 0 DAYS AT $ 800 PER DAY 9 1 SUNDAY TOTAL = $ .00 10 1 11 1 CERTIFIED AS CORRECT AND 12 1 ONE COPY HAS BEEN GIVEN 13 1 TO THE CONTRACTOR 14 1 15 1 16 1 SUNDAY ---------------------------- 17 1 AREA/PROJECT ENGINEER 18 1 19 1 WORK SUSPENDED 20 1 WORK SUSPENDED 21 1 WORK SUSPENDED 22 1 WORK SUSPENDED 23 1 SUNDAY 24 1 WORK SUSPENDED 25 1 WORK SUSPENDED 26 1 WORK SUSPENDED 27 1 WORK SUSPENDED 28 1 WORK SUSPENDED 29 1 WORK SUSPENDED 30 1 SUNDAY 31 1 WORK SUSPENDED ----- ----- ----- 102 74 28 0 SATURDAY 5 SUNDAY 0 HOLIDAY 11 WORK SUSPENDED 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 3094015 MGR.NO. 010 PAGE 001 CONT 6187 SEC 92 JOB 001 RES ENGR ACOSTA, MICHAEL PROJ RMC - 618792001 HWY IH0010 9320 SE LOOP 410 SAN ANTO CNTY BEXAR DIST 15 CONTRACT PRICE $ 1,682,006.91 REPORT DATE 09/08/2009 13.44.42 CONTRACTOR DEAN WORD COMPANY, LTD. 7044 EST PERIOD AUG 01,2009 TO AUG 31,2009 EST NO 004 DIST. 15 COUNTY BEXAR CONTROL 6187-92-001 PROJECT RMC - 618792001 HIGHWAY IH0010 0LIMITS- FM 1516 FM 1518 0TYPE OF WORK- BASE REPAIR, SURFACE, PAVEMENT MARKINGS 0 0050 ESTIMATE PREPARED BY DAVID R.SCHEEL NET LENGTH 6.029 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0070 ROADWAY SEGMENT 0 0075 0104 REMOVING CONC (CURB) LF 1,268.000 1,268.000 3.287 4,167.92 0080 0110 EXCAVATION (ROADWAY) CY 3,052.000 2,247.480 5.502 12,365.63 0085 0150 BLADING HR 40.000 0.000 105.462 .00 0090 0247 FL BS (CMP IN PLC)(TY A GR 4)(FNAL POS) CY 14,408.000 12,893.470 18.885 243,493.18 0095 0251 REWORK BS MTL(TY B)(9")(ORD COMP) SY 17,956.000 13,484.880 1.712 23,086.11 0100 0275 CEMENT TON 762.000 740.280 101.850 75,397.52 0105 0275 CEMENT TREAT (EXIST MATL) (6") SY 83,621.000 80,495.600 .914 73,572.98 0110 0316 ASPH (RC-250) GAL 14,405.000 14,566.000 3.014 43,901.92 0115 0316 ASPH (AC-15P OR AC-20-5TR) GAL 52,063.000 52,790.000 2.625 138,573.75 0120 0316 AGGR(TY-PB GR-3 SAC-B) CY 988.000 910.000 54.537 49,628.67 0125 0316 AGGR(TY-PB GR-4 SAC-B) CY 699.000 882.000 54.537 48,101.63 0130 0316 AGGR(TY-PB GR-5 SAC-B) CY 655.000 643.960 60.186 38,757.38 0135 0340 D-GR HMA(METH) TY-C SAC-B PG70-22 TON 2,515.000 2,542.820 47.843 121,656.14 0140 0351 FLEXIBLE PAVEMENT STRUCTURE REPAIR(4") SY 12,629.000 13,322.670 17.089 227,671.11 0145 0354 PLANE ASPH CONC PAV(0" TO 2") SY 356.000 355.560 4.748 1,688.20 0150 0354 PLANE ASPH CONC PAV (2") SY 7,411.000 7,452.360 1.748 13,026.73 0155 0432 RIPRAP (MOW STRIP)(4 IN) CY 85.000 0.000 390.600 .00 0160 0500 MOBILIZATION LS 1.000 0.900 146,967.560 132,270.80 0165 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 4.000 4.000 8,723.000 34,892.00 0170 0506 ROCK FILTER DAMS (INSTALL) (TY 2) LF 1,360.000 845.000 16.510 13,950.95 1 0175 0506 ROCK FILTER DAMS (REMOVE) LF 1,360.000 845.000 4.700 3,971.50 0180 0506 CONSTRUCTION EXITS (INSTALL) (TY 1) SY 200.000 100.000 9.500 950.00 0185 0506 CONSTRUCTION EXITS (REMOVE) SY 200.000 100.000 4.000 400.00 0190 0506 FRNT END LOADER WORK (ERSN & SEDM CONT) HR 52.000 0.000 76.692 .00 0195 0540 MTL W-BEAM GD FEN (TIM POST) LF 1,025.000 0.000 16.500 .00 0195 0540 ADJ EST QUANTITY TO DATE 0.000 0200 0540 TERMINAL ANCHOR SECTION EA 11.000 0.000 550.000 .00 0200 0540 ADJ EST QUANTITY TO DATE 0.000 0205 0542 REMOVING METAL BEAM GUARD FENCE LF 1,025.000 0.000 .500 .00 0205 0542 ADJ EST QUANTITY TO DATE 0.000 0210 0542 REMOVING TERMINAL ANCHOR SECTION EA 11.000 0.000 120.000 .00 0210 0542 ADJ EST QUANTITY TO DATE 0.000 0215 0544 GUARDRAIL END TREATMENT (INSTALL) EA 11.000 0.000 1,550.000 .00 0215 0544 ADJ EST QUANTITY TO DATE 0.000 0220 0544 GUARDRAIL END TREATMENT (REMOVE) EA 11.000 0.000 150.000 .00 0220 0544 ADJ EST QUANTITY TO DATE 0.000 0225 0560 MAILBOX INSTALL-M (TWW-POST)TY 4 FND-TB EA 4.000 1.000 465.000 465.00 0230 0560 MAILBOX INSTALL-S(TWW-POST)TY 4 FND- EA 50.000 24.000 203.000 4,872.00 0235 0662 WK ZN PAV MRK NON-REMOV (W) 8" (SLD) LF 434.000 0.000 .500 .00 0240 0662 WK ZN PAV MRK NON-REMOV (W) 24" (SLD) LF 276.000 0.000 7.500 .00 0245 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (BRK) LF 3,650.000 3,130.000 .250 782.50 0250 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 40,733.000 39,004.000 .250 9,751.00 0255 0662 WK ZN PAV MRK SHT TERM (TAB) TY W EA 44.000 0.000 1.050 .00 0260 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 4,716.000 1,078.000 1.050 1,131.90 0265 0672 REFL PAV MRKR TY I-C EA 217.000 0.000 2.900 .00 0270 0672 REFL PAV MRKR TY II-A-A EA 681.000 0.000 2.900 .00 0275 0677 ELIM EXT PAV MRK & MRKS ( 4") LF 8,516.000 0.000 .200 .00 0280 0677 ELIM EXT PAV MRK & MRKS (24") LF 72.000 0.000 1.000 .00 0285 5049 BIODGRD EROSION CONTROL LOGS (18" DIA) LF 960.000 940.000 5.000 4,700.00 0290 5632 GEOGRID BASE REINFORCEMENT (TY 1) SY 80,400.000 68,477.780 1.953 133,737.10 0295 6110 REF PAV MRK TY I (W)(4")(SLD)(100 MIL) LF 61,542.000 0.000 .260 .00 0300 6110 REF PAV MRK TY I 1 (Y)(4")(BRK)(100 MIL) LF 3,650.000 0.000 .280 .00 0305 6110 REF PAV MRK TY I (W)(8")(SLD)(100 MIL) LF 434.000 0.000 .400 .00 0310 6110 REF PAV MRK TY I (W)(24")(SLD)(100 MIL) LF 276.000 0.000 7.500 .00 0315 6110 REF PAV MRK TY I (Y)(4")(SLD)(100 MIL) LF 40,733.000 0.000 .270 .00 0320 6110 REF PAV MRK SEALER (4") LF 105,925.000 66,436.000 .120 7,972.32 0325 6110 REF PAV MRK SEALER (8") LF 434.000 0.000 .200 .00 0330 6110 REF PAV MRK SEALER (24") LF 276.000 0.000 1.000 .00 0335 6110 REF PAV MRK TY I(W)(36")YLD TRI(100MIL) LF 36.000 0.000 35.000 .00 0340 6834 PORTABLE CHANGEABLE MESSAGE SIGN DAY 28.000 42.000 85.000 3,570.00 0345 0104*REMOVING CONC (DRIVEWAYS) SY 182.000 145.670 22.450 3,270.29 0350 0530*DRIVEWAYS (CONC) SY 182.000 145.670 116.790 17,012.80 0355 0530*DRIVEWAYS (ACP) SY 209.000 137.000 47.600 6,521.20 0360 9001*DRIVEWAY (SALVAGE MATL) SY 216.000 119.000 61.200 7,282.80 0 SUBTOTAL BID ITEMS $ 1,502,593.03 0 TOTAL AMOUNT WORK DONE ESTIMATE PREPARED BY DAVID R.SCHEEL $ 1,502,593.03 0 TOTAL AMOUNT WORK DONE CONTROL 6187-92-001 $ 1,502,593.03 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 3094015 MGR.NO. 010 PAGE 001 CONT 6187 SEC 92 JOB 001 RES ENGR ACOSTA, MICHAEL PROJ RMC - 618792001 HWY IH0010 9320 SE LOOP 410 SAN ANTO CNTY BEXAR DIST 15 CONTRACT PRICE $ 1,682,006.91 REPORT DATE 09/08/2009 13.44.43 CONTRACTOR DEAN WORD COMPANY, LTD. 7044 EST PERIOD AUG 01,2009 TO AUG 31,2009 EST NO 004 0*********************************************************************************************************************************** -LIMITS - FM 1516 0 FM 1518 DATE WORK BEGAN MAY 22, 2009 WORKING DAYS USED 74 PERCENT COMPLETE 89.33 PERCENT TIME USED 97.30 DATE COMPLETED 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6187-92-001 RMC - 618792001 15 IH0010 BEXAR - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0104 REMOVING CONC (CURB) LF 1,268.000 1,268.000 3.287 4,167.92 0110 EXCAVATION (ROADWAY) CY 3,052.000 2,247.480 5.502 12,365.63 0247 FL BS (CMP IN PLC)(TY A GR 4)(FNAL POS) CY 14,408.000 12,893.470 18.885 243,493.18 0251 REWORK BS MTL(TY B)(9")(ORD COMP) SY 17,956.000 13,484.880 1.712 23,086.11 0275 CEMENT TON 762.000 740.280 101.850 75,397.52 0275 CEMENT TREAT (EXIST MATL) (6") SY 83,621.000 80,495.600 .914 73,572.98 0316 ASPH (RC-250) GAL 14,405.000 14,566.000 3.014 43,901.92 0316 ASPH (AC-15P OR AC-20-5TR) GAL 52,063.000 52,790.000 2.625 138,573.75 0316 AGGR(TY-PB GR-3 SAC-B) CY 988.000 910.000 54.537 49,628.67 0316 AGGR(TY-PB GR-4 SAC-B) CY 699.000 882.000 54.537 48,101.63 0316 AGGR(TY-PB GR-5 SAC-B) CY 655.000 643.960 60.186 38,757.38 0340 D-GR HMA(METH) TY-C SAC-B PG70-22 TON 2,515.000 2,542.820 47.843 121,656.14 0351 FLEXIBLE PAVEMENT STRUCTURE REPAIR(4") SY 12,629.000 13,322.670 17.089 227,671.11 0354 PLANE ASPH CONC PAV(0" TO 2") SY 356.000 355.560 4.748 1,688.20 0354 PLANE ASPH CONC PAV (2") SY 7,411.000 7,452.360 1.748 13,026.73 0500 MOBILIZATION LS 1.000 .900 146,967.560 132,270.80 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 4.000 4.000 8,723.000 34,892.00 0506 ROCK FILTER DAMS (INSTALL) 1 (TY 2) LF 1,360.000 845.000 16.510 13,950.95 0506 ROCK FILTER DAMS (REMOVE) LF 1,360.000 845.000 4.700 3,971.50 0506 CONSTRUCTION EXITS (INSTALL) (TY 1) SY 200.000 100.000 9.500 950.00 0506 CONSTRUCTION EXITS (REMOVE) SY 200.000 100.000 4.000 400.00 0560 MAILBOX INSTALL-M (TWW-POST)TY 4 FND-TB EA 4.000 1.000 465.000 465.00 0560 MAILBOX INSTALL-S(TWW-POST)TY 4 FND- EA 50.000 24.000 203.000 4,872.00 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (BRK) LF 3,650.000 3,130.000 .250 782.50 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 40,733.000 39,004.000 .250 9,751.00 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 4,716.000 1,078.000 1.050 1,131.90 5049 BIODGRD EROSION CONTROL LOGS (18" DIA) LF 960.000 940.000 5.000 4,700.00 5632 GEOGRID BASE REINFORCEMENT (TY 1) SY 80,400.000 68,477.780 1.953 133,737.10 6110 REF PAV MRK SEALER (4") LF 105,925.000 66,436.000 .120 7,972.32 6834 PORTABLE CHANGEABLE MESSAGE SIGN DAY 28.000 42.000 85.000 3,570.00 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 00104* REMOVING CONC (DRIVEWAYS) SY 182.000 145.670 22.450 3,270.29 0530* DRIVEWAYS (CONC) SY 182.000 145.670 116.790 17,012.80 0530* DRIVEWAYS (ACP) SY 209.000 137.000 47.600 6,521.20 9001* DRIVEWAY (SALVAGE MATL) SY 216.000 119.000 61.200 7,282.80 0 SUBTOTAL BID ITEMS $ 1,502,593.03 0 CONTRACT TOTAL ALL ITEMS $ 1,502,593.03 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 3094015 MGR.NO. 010 PAGE 001 CONT 6187 SEC 92 JOB 001 RES ENGR ACOSTA, MICHAEL PROJ RMC - 618792001 HWY IH0010 9320 SE LOOP 410 SAN ANTO CNTY BEXAR DIST 15 CONTRACT PRICE $ 1,682,006.91 REPORT DATE 09/08/2009 13.44.43 CONTRACTOR DEAN WORD COMPANY, LTD. 7044 EST PERIOD AUG 01,2009 TO AUG 31,2009 EST NO 004 ********************************************************************************************************************************** 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 ********************************************************************************************************************************** 15 RMC - 618792001 6187-92-001 1,502,593.03 .00 1,502,593.03 .00 .00 1,502,593.03 1,096,574.34 406,018.69 ---------------------------------------------------------------------------------------------------------------------------------- 0********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 1,502,593.03 .00 1,502,593.03 .00 .00 1,502,593.03 1,096,574.34 406,018.69 ---------------------------------------------------------------------------------------------------------------------------------- 0INPUT PROOF READ BY- SUPPORTING PAPERS OK ------------------------------ ---------------------------- 0 APPROVED DATE --------------------------------- ----------------- 1MIS.CIS.07 WORK PERFORMED THIS PERIOD CONTRACT 3094015 MGR.NO. 010 PAGE 001 CONT 6187 SEC 92 JOB 001 RES ENGR ACOSTA, MICHAEL PROJ RMC - 618792001 HWY IH0010 9320 SE LOOP 410 SAN ANTO CNTY BEXAR DIST 15 CONTRACT PRICE $ 1,682,006.91 REPORT DATE 09/08/2009 13.44.44 CONTRACTOR DEAN WORD COMPANY, LTD. 7044 EST PERIOD AUG 01,2009 TO AUG 31,2009 EST NO 004 ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6187-92-001 RMC - 618792001 15 IH0010 BEXAR -LIMITS - FM 1516 FM 1518 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES THIS ESTIMATE PRICE($) ($) 0 110 0316 ASPH (RC-250) GAL 14,405.000 3,200.000 3.014 9,644.80 115 0316 ASPH (AC-15P OR AC-20-5TR) GAL 52,063.000 43,830.000 2.625 115,053.75 120 0316 AGGR(TY-PB GR-3 SAC-B) CY 988.000 577.000 54.537 31,467.85 125 0316 AGGR(TY-PB GR-4 SAC-B) CY 699.000 882.000 54.537 48,101.63 130 0316 AGGR(TY-PB GR-5 SAC-B) CY 655.000 135.000 60.186 8,125.11 135 0340 D-GR HMA(METH) TY-C SAC-B TON 2,515.000 2,542.820 47.843 121,656.14 PG70-22 165 0502 BARRICADES, SIGNS AND MO 4.000 1.000 8,723.000 8,723.00 TRAFFIC HANDLING 175 0506 ROCK FILTER DAMS (REMOVE) LF 1,360.000 845.000 4.700 3,971.50 185 0506 CONSTRUCTION EXITS (REMOVE) SY 200.000 100.000 4.000 400.00 225 0560 MAILBOX INSTALL-M EA 4.000 1.000 465.000 465.00 (TWW-POST)TY 4 FND-TB 230 0560 MAILBOX EA 50.000 24.000 203.000 4,872.00 INSTALL-S(TWW-POST)TY 4 245 0662 WK ZN PAV MRK NON-REMOV (Y) LF 3,650.000 3,130.000 0.250 782.50 4" (BRK) 250 0662 WK ZN PAV MRK NON-REMOV (Y) LF 40,733.000 39,004.000 0.250 9,751.00 4" (SLD) 260 0662 WK ZN PAV MRK SHT TERM (TAB) EA 4,716.000 900.000 1.050 945.00 TY Y-2 320 6110 REF PAV MRK SEALER (4") LF 105,925.000 66,436.000 0.120 7,972.32 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 345 0104* REMOVING CONC (DRIVEWAYS) SY 0.000 145.670 22.450 3,270.29 350 0530* DRIVEWAYS (CONC) SY 0.000 145.670 116.790 17,012.80 355 0530* DRIVEWAYS (ACP) SY 0.000 137.000 47.600 6,521.20 360 9001* DRIVEWAY (SALVAGE MATL) SY 0.000 119.000 61.200 7,282.80 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 406,018.69 0 TOTAL AMOUNT WORK DONE TO DATE - $ 1,502,593.03