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 01/13/2010 10.41.11 CONTRACTOR DEAN WORD COMPANY, LTD. 7044 EST PERIOD MAY 22,2009 TO SEP 24,2009 EST NO 005 & FINAL --------------------------------------------------------------------------------------------------------- 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 = 68 102 74 28 BROUGHT FORWARD ADDL DAYS GRANTED = 10 SEP 09 1 1 WORK SUSPENDED TOTAL DAYS ALLOWED = 78 2 1 DATE WORK COMPLETED 09/24/09 3 1 DAYS CHARGED TO DATE = 78 4 1 WORK SUSPENDED ASSESSED LIQ DAMAGES = 0 5 1 WORK SUSPENDED LIQ DAMAGE RATE $ 800 6 1 SUNDAY 7 1 WORK SUSPENDED LIQUIDATED DAMAGES 8 1 WORK SUSPENDED 0 DAYS AT $ 800 PER DAY 9 1 WORK SUSPENDED TOTAL = $ .00 10 1 WORK SUSPENDED 11 1 WORK SUSPENDED CERTIFIED AS CORRECT AND 12 1 WORK SUSPENDED ONE COPY HAS BEEN GIVEN 13 1 SUNDAY TO THE CONTRACTOR 14 1 WORK SUSPENDED 15 1 WORK SUSPENDED 16 1 ---------------------------- 17 1 AREA/PROJECT ENGINEER 18 1 WORK COMPLETED 19 1 FINAL REVIEW 20 1 SUNDAY 21 1 FINAL REVIEW 22 1 FINAL REVIEW 23 1 FINAL REVIEW 24 1 WORK COMPLETED AND ACCEPTED - - 0 ----- ----- ----- 126 78 48 0 SATURDAY 3 SUNDAY 0 HOLIDAY 11 WORK SUSPENDED 1 WORK COMPLETED 4 FINAL REVIEW 1 WORK COMPLETED AND ACCEPTED 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 01/13/2010 10.41.12 CONTRACTOR DEAN WORD COMPANY, LTD. 7044 EST PERIOD MAY 22,2009 TO SEP 24,2009 EST NO 005 & FINAL 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 40.000 105.462 4,218.48 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 1.000 146,967.560 146,967.56 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 0.000 .250 .00 0250 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 40,733.000 0.000 .250 .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 53.000 2.900 153.70 0270 0672 REFL PAV MRKR TY II-A-A EA 681.000 681.000 2.900 1,974.90 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 60,608.000 .260 15,758.08 0300 6110 REF PAV MRK TY I 1 (Y)(4")(BRK)(100 MIL) LF 3,650.000 3,190.000 .280 893.20 0305 6110 REF PAV MRK TY I (W)(8")(SLD)(100 MIL) LF 434.000 562.000 .400 224.80 0310 6110 REF PAV MRK TY I (W)(24")(SLD)(100 MIL) LF 276.000 270.000 7.500 2,025.00 0315 6110 REF PAV MRK TY I (Y)(4")(SLD)(100 MIL) LF 40,733.000 46,139.000 .270 12,457.53 0320 6110 REF PAV MRK SEALER (4") LF 105,925.000 133,744.000 .120 16,049.28 0325 6110 REF PAV MRK SEALER (8") LF 434.000 60.000 .200 12.00 0330 6110 REF PAV MRK SEALER (24") LF 276.000 378.000 1.000 378.00 0335 6110 REF PAV MRK TY I(W)(36")YLD TRI(100MIL) LF 36.000 108.000 35.000 3,780.00 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 216.000 288.000 61.200 17,625.60 0365 9002*MAILBOXES (SINGLE)-MATRLS PLCD IN STOCK EA 26.000 26.000 64.880 1,686.88 0370 9003*MAILBOXES (MULTPLE)-MATRLS PLCD IN STK EA 3.000 3.000 295.000 885.00 0 SUBTOTAL BID ITEMS $ 1,569,623.62 0 TOTAL AMOUNT WORK DONE ESTIMATE PREPARED BY DAVID R.SCHEEL $ 1,569,623.62 0 TOTAL AMOUNT WORK DONE CONTROL 6187-92-001 $ 1,569,623.62 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 01/13/2010 10.41.12 CONTRACTOR DEAN WORD COMPANY, LTD. 7044 EST PERIOD MAY 22,2009 TO SEP 24,2009 EST NO 005 & FINAL 0*********************************************************************************************************************************** -LIMITS - FM 1516 0 FM 1518 DATE WORK BEGAN MAY 22, 2009 WORKING DAYS USED 78 PERCENT COMPLETE 100.00 PERCENT TIME USED 100.00 DATE COMPLETED SEP 24 2009 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 0150 BLADING HR 40.000 40.000 105.462 4,218.48 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 1.000 146,967.560 146,967.56 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 4.000 4.000 8,723.000 34,892.00 10506 ROCK FILTER DAMS (INSTALL) (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 SHT TERM (TAB) TY Y-2 EA 4,716.000 1,078.000 1.050 1,131.90 0672 REFL PAV MRKR TY I-C EA 217.000 53.000 2.900 153.70 0672 REFL PAV MRKR TY II-A-A EA 681.000 681.000 2.900 1,974.90 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 TY I (W)(4")(SLD)(100 MIL) LF 61,542.000 60,608.000 .260 15,758.08 6110 REF PAV MRK TY I (Y)(4")(BRK)(100 MIL) LF 3,650.000 3,190.000 .280 893.20 6110 REF PAV MRK TY I (W)(8")(SLD)(100 MIL) LF 434.000 562.000 .400 224.80 6110 REF PAV MRK TY I (W)(24")(SLD)(100 MIL) LF 276.000 270.000 7.500 2,025.00 6110 REF PAV MRK TY I (Y)(4")(SLD)(100 MIL) LF 40,733.000 46,139.000 .270 12,457.53 6110 REF PAV MRK SEALER (4") LF 105,925.000 133,744.000 .120 16,049.28 6110 REF PAV MRK SEALER (8") LF 434.000 60.000 .200 12.00 6110 REF PAV MRK SEALER (24") LF 276.000 378.000 1.000 378.00 6110 REF PAV MRK TY I(W)(36")YLD TRI(100MIL) LF 36.000 108.000 35.000 3,780.00 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 216.000 288.000 61.200 17,625.60 9002* MAILBOXES (SINGLE)-MATRLS PLCD IN STOCK EA 26.000 26.000 64.880 1,686.88 9003* MAILBOXES (MULTPLE)-MATRLS PLCD IN STK EA 3.000 3.000 295.000 885.00 0 SUBTOTAL BID ITEMS $ 1,569,623.62 0 CONTRACT TOTAL ALL ITEMS $ 1,569,623.62 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 01/13/2010 10.41.12 CONTRACTOR DEAN WORD COMPANY, LTD. 7044 EST PERIOD MAY 22,2009 TO SEP 24,2009 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 ********************************************************************************************************************************** 15 RMC - 618792001 6187-92-001 1,569,623.62 .00 1,569,623.62 .00 .00 1,569,623.62 1,502,593.03 67,030.59 ---------------------------------------------------------------------------------------------------------------------------------- 0********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 1,569,623.62 .00 1,569,623.62 .00 .00 1,569,623.62 1,502,593.03 67,030.59 ---------------------------------------------------------------------------------------------------------------------------------- 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 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 01/13/2010 10.41.17 CONTRACTOR DEAN WORD COMPANY, LTD. 7044 EST PERIOD MAY 22,2009 TO SEP 24,2009 EST NO 005 & FINAL ********************************************************************************************************************* - 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 85 0150 BLADING HR 40.000 40.000 105.462 4,218.48 160 0500 MOBILIZATION LS 1.000 0.100 146,967.560 14,696.76 245 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) 265 0672 REFL PAV MRKR TY I-C EA 217.000 53.000 2.900 153.70 270 0672 REFL PAV MRKR TY II-A-A EA 681.000 681.000 2.900 1,974.90 295 6110 REF PAV MRK TY I LF 61,542.000 60,608.000 0.260 15,758.08 (W)(4")(SLD)(100 MIL) 300 6110 REF PAV MRK TY I LF 3,650.000 3,190.000 0.280 893.20 (Y)(4")(BRK)(100 MIL) 305 6110 REF PAV MRK TY I LF 434.000 562.000 0.400 224.80 (W)(8")(SLD)(100 MIL) 310 6110 REF PAV MRK TY I LF 276.000 270.000 7.500 2,025.00 (W)(24")(SLD)(100 MIL) 315 6110 REF PAV MRK TY I LF 40,733.000 46,139.000 0.270 12,457.53 (Y)(4")(SLD)(100 MIL) 320 6110 REF PAV MRK SEALER (4") LF 105,925.000 67,308.000 0.120 8,076.96 325 6110 REF PAV MRK SEALER (8") LF 434.000 60.000 0.200 12.00 330 6110 REF PAV MRK SEALER (24") LF 276.000 378.000 1.000 378.00 335 6110 REF PAV MRK TY I(W)(36")YLD LF 36.000 108.000 35.000 3,780.00 TRI(100MIL) 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 360 9001* DRIVEWAY (SALVAGE MATL) SY 0.000 169.000 61.200 10,342.80 365 9002* MAILBOXES (SINGLE)-MATRLS EA 0.000 26.000 64.880 1,686.88 PLCD IN STOCK 370 9003* MAILBOXES (MULTPLE)-MATRLS EA 0.000 3.000 295.000 885.00 PLCD IN STK 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 67,030.59 0 TOTAL AMOUNT WORK DONE TO DATE - $ 1,569,623.62