1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 2104015 MGR.NO. 770 PAGE 001 CONT 6196 SEC 03 JOB 001 RES ENGR ACOSTA, MICHAEL PROJ RMC - 619603001 HWY IH0035 9320 SE LOOP 410 SAN ANTO CNTY BEXAR DIST 15 CONTRACT PRICE $ 1,983,927.88 REPORT DATE 02/08/2011 13.55.55 CONTRACTOR WAGNER MATERIALS & EST PERIOD APR 12,2010 TO DEC 14,2010 EST NO 010 & FINAL CONSTRUCTION 10961 --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN MAY 11, 2010 TIME COMPUTED FROM APR 12, 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 = 130 233 190 43 BROUGHT FORWARD ADDL DAYS GRANTED = 66 DEC 10 1 1 TIME SUSPENDED - PUNCHLIST WORK TOTAL DAYS ALLOWED = 196 2 1 TIME SUSPENDED - PUNCHLIST WORK DATE WORK COMPLETED 12/14/10 3 1 TIME SUSPENDED - PUNCHLIST WORK DAYS CHARGED TO DATE = 190 4 1 TIME SUSPENDED - PUNCHLIST WORK ASSESSED LIQ DAMAGES = 0 5 1 TIME SUSPENDED - PUNCHLIST WORK LIQ DAMAGE RATE $ 625 6 1 TIME SUSPENDED - PUNCHLIST WORK 7 1 TIME SUSPENDED - PUNCHLIST WORK LIQUIDATED DAMAGES 8 1 TIME SUSPENDED - PUNCHLIST WORK 0 DAYS AT $ 625 PER DAY 9 1 TIME SUSPENDED - PUNCHLIST WORK TOTAL = $ .00 10 1 TIME SUSPENDED - PUNCHLIST WORK 11 1 TIME SUSPENDED - PUNCHLIST WORK CERTIFIED AS CORRECT AND 12 1 TIME SUSPENDED - PUNCHLIST WORK ONE COPY HAS BEEN GIVEN 13 1 TIME SUSPENDED - PUNCHLIST WORK TO THE CONTRACTOR 14 1 WORK COMPLETED AND ACCEPTED 0 ---------------------------- AREA/PROJECT ENGINEER - - - - - ----- ----- ----- 247 190 57 0 SATURDAY 0 SUNDAY 0 HOLIDAY 13 TIME SUSPENDED - PUNCHLIST WORK 1 WORK COMPLETED AND ACCEPTED 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 2104015 MGR.NO. 770 PAGE 001 CONT 6196 SEC 03 JOB 001 RES ENGR ACOSTA, MICHAEL PROJ RMC - 619603001 HWY IH0035 9320 SE LOOP 410 SAN ANTO CNTY BEXAR DIST 15 CONTRACT PRICE $ 1,983,927.88 REPORT DATE 02/08/2011 13.55.57 CONTRACTOR WAGNER MATERIALS & EST PERIOD APR 12,2010 TO DEC 14,2010 EST NO 010 & FINAL CONSTRUCTION 10961 DIST. 15 COUNTY BEXAR CONTROL 6196-03-001 PROJECT RMC - 619603001 HIGHWAY IH0035 0LIMITS- BINZ ENGLEMAN RITTIMAN RD 0TYPE OF WORK- PAVEMENT RESTORATION 0 0005 BASE REPAIR,ACP OVERLAY,PVMT MARKINGS 0 0055 ESTIMATE BY BOBBY GONZALES NET LENGTH 2.387 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0060 0104 REMOVING CONC (CURB) LF 600.000 600.000 3.450 2,070.00 0065 0110 EXCAVATION (ROADWAY AND CHANNEL) CY 2,560.000 6,104.010 8.870 54,142.57 0070 0150 BLADING HR 10.000 0.000 75.000 .00 0075 0160 FURNISHING AND PLACING TOPSOIL (4") SY 422.000 1,405.620 3.320 4,666.66 0080 0164 BROADCAST SEED (TEMP) (WARM) SY 422.000 1,405.620 .100 140.56 0085 0164 CELL FBR MLCH SEED(PERM)(URBAN)(CLAY) SY 422.000 1,405.620 1.450 2,038.15 0090 0275 CEMENT TON 950.000 120.020 139.000 16,682.78 0090 0275 ADJ EST QUANTITY TO DATE 120.200 0095 0275 CEMENT TREAT (EXIST MATL) (6") SY 63,360.000 9,722.120 1.520 14,777.62 0095 0275 ADJ EST QUANTITY TO DATE 14,877.360 0100 0316 ASPH(AC-15P OR AC-20-5TR OR AC-20XP) GAL 19,785.000 18,052.000 3.210 57,946.92 0105 0316 AGGR(TY-PB GR-4 SAC-B) CY 600.000 612.000 42.230 25,844.76 0110 0340 D-GR HMA(METH) TY-B PG64-22 TON 21,763.000 24,533.560 43.080 1,056,905.76 0110 0340 ADJ EST QUANTITY TO DATE 22,032.200 0115 0341 D-GR HMA(QCQA) TY-C SAC-B PG70-22 TON 7,255.000 7,181.260 57.160 410,480.82 0115 0341 ADJ EST QUANTITY TO DATE 7,389.600 0116 0341*PRODUCTION BONUS/PENALTY DOL 5,640.560 5,640.560 1.000 5,640.56 0117 0341*PLACEMENT BONUS/PENALTY DOL 958.220 958.220 1.000 958.22 0120 0354 PLANE ASPH CONC PAV (8") SY 65,947.000 60,355.590 1.570 94,758.28 0120 0354 ADJ EST QUANTITY TO DATE 67,170.640 0125 0354 PLAIN AND TEXT ASPH PAV (0"-5") SY 439.000 0.000 .500 .00 0130 0432 RIPRAP (CONC)(4 IN) CY 2.000 1.970 750.000 1,477.50 1 0135 0500 MOBILIZATION LS 1.000 1.000 112,000.000 112,000.00 0140 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 5.000 7.000 1,650.000 11,550.00 0140 0502 ADJ EST QUANTITY TO DATE 7.000 0145 0506 ROCK FILTER DAMS (INSTALL) (TY 2) LF 100.000 89.000 18.000 1,602.00 0150 0506 ROCK FILTER DAMS (REMOVE) LF 100.000 89.000 5.000 445.00 0155 0529 CONC CURB (TY I) LF 640.000 675.500 17.000 11,483.50 0160 0636 ALUMINUM SIGNS (TY A) SF 32.000 96.600 10.000 966.00 0165 0644 INS SM RD SN SUP&AM TY S80(1) SA(P) EA 2.000 2.000 217.450 434.90 0170 0644 INS SM RD SN SUP&AM TY S80(1) SA(T) EA 3.000 3.000 380.200 1,140.60 0175 0644 INS SM RD SN SUP&AM TY S80(1) SA(U-WC) EA 2.000 2.000 455.240 910.48 0180 0662 WK ZN PAV MRK NON-REMOV (W) 4" (SLD) LF 3,520.000 10,525.000 .550 5,788.75 0185 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 3,776.000 7,454.000 .550 4,099.70 0190 0662 WK ZN PAV MRK SHT TERM (TAB) TY W EA 2,856.000 2,310.000 .500 1,155.00 0195 0666 REFL PAV MRK TY I (W) 8" (SLD)(100MIL) LF 3,712.000 3,833.000 .750 2,874.75 0200 0666 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF 558.000 717.000 4.500 3,226.50 0205 0666 REFL PAV MRK TY I (W) (ARROW) (100MIL) EA 4.000 4.000 125.000 500.00 0210 0666 REFL PAV MRK TY I(W)(DBL ARROW)(100MIL) EA 2.000 2.000 175.000 350.00 0215 0666 REFL PAV MRK TY I(W)(UTURN ARW)(100MIL) EA 2.000 0.000 250.000 .00 0220 0666 REFL PAV MRK TY I (W) (WORD) (100MIL) EA 4.000 4.000 150.000 600.00 0225 0666 REF PAV MRK TY I(W)36"(YLD TRI)(100MIL) EA 30.000 28.000 25.000 700.00 0230 0666 PAVEMENT SEALER 4" LF 26,855.000 25,238.000 .185 4,669.03 0235 0666 PAVEMENT SEALER 8" LF 3,712.000 3,712.000 .300 1,113.60 0240 0666 PAVEMENT SEALER 24" LF 438.000 712.000 1.500 1,068.00 0245 0666 PAVEMENT SEALER (ARROW) EA 4.000 4.000 15.000 60.00 0250 0666 PAVEMENT SEALER (WORD) EA 4.000 4.000 15.000 60.00 0255 0666 PAVEMENT SEALER (DBL ARROW) EA 2.000 2.000 20.000 40.00 0260 0666 PAVEMENT SEALER UTURN ARROW EA 2.000 0.000 25.000 .00 0265 0666 PAVEMENT SEALER (YLD TRI) EA 30.000 28.000 5.000 140.00 0270 0672 REFL PAV MRKR TY II-C-R EA 260.000 354.000 7.500 2,655.00 0275 0672 REFL PAV MRKR TY I-R EA 14.000 0.000 10.000 .00 0280 0677 ELIM EXT PAV MRK & MRKS ( 4") LF 3,886.000 6,650.000 .850 5,652.50 0285 0772 POST AND CABLE FENCE(NEW INSTALLATION) LF 1,079.000 1,665.000 7.900 13,153.50 0290 6834 PORTABLE CHANGEABLE MESSAGE SIGN DAY 60.000 213.000 50.000 10,650.00 1 0295 8251 RE PM W/RET REQ TY I(W)4"(BRK)(100MIL) LF 4,150.000 4,500.000 .350 1,575.00 0300 8251 RE PM W/RET REQ TY I(W)4"(SLD)(100MIL) LF 7,035.000 14,385.000 .300 4,315.50 0305 8251 RE PM W/RET REQ TY I(Y)4"(SLD)(100MIL) LF 15,670.000 13,484.000 .280 3,775.52 0310 9001*CEMENT (DRY) TON 830.000 878.460 106.000 93,116.76 0315 9002*CEMENT TREAT (EXIST MATL) (6") SY 48,482.640 43,025.660 2.000 86,051.32 0 SUBTOTAL BID ITEMS $ 2,136,454.07 0 TOTAL AMOUNT WORK DONE ESTIMATE BY BOBBY GONZALES $ 2,136,454.07 0 TOTAL AMOUNT WORK DONE CONTROL 6196-03-001 $ 2,136,454.07 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 2104015 MGR.NO. 770 PAGE 001 CONT 6196 SEC 03 JOB 001 RES ENGR ACOSTA, MICHAEL PROJ RMC - 619603001 HWY IH0035 9320 SE LOOP 410 SAN ANTO CNTY BEXAR DIST 15 CONTRACT PRICE $ 1,983,927.88 REPORT DATE 02/08/2011 13.55.58 CONTRACTOR WAGNER MATERIALS & EST PERIOD APR 12,2010 TO DEC 14,2010 EST NO 010 & FINAL CONSTRUCTION 10961 0*********************************************************************************************************************************** -LIMITS - BINZ ENGLEMAN 0 RITTIMAN RD DATE WORK BEGAN MAY 11, 2010 WORKING DAYS USED 190 PERCENT COMPLETE 100.00 PERCENT TIME USED 96.90 DATE COMPLETED DEC 14 2010 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6196-03-001 RMC - 619603001 15 IH0035 BEXAR - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0104 REMOVING CONC (CURB) LF 600.000 600.000 3.450 2,070.00 0110 EXCAVATION (ROADWAY AND CHANNEL) CY 2,560.000 6,104.010 8.870 54,142.57 0160 FURNISHING AND PLACING TOPSOIL (4") SY 422.000 1,405.620 3.320 4,666.66 0164 BROADCAST SEED (TEMP) (WARM) SY 422.000 1,405.620 .100 140.56 0164 CELL FBR MLCH SEED(PERM)(URBAN)(CLAY) SY 422.000 1,405.620 1.450 2,038.15 0275 CEMENT TON 950.000 120.020 139.000 16,682.78 0275 ADJ EST QUANTITY TO DATE 120.200 0275 CEMENT TREAT (EXIST MATL) (6") SY 63,360.000 9,722.120 1.520 14,777.62 0275 ADJ EST QUANTITY TO DATE 14,877.360 0316 AGGR(TY-PB GR-4 SAC-B) CY 600.000 612.000 42.230 25,844.76 0316 ASPH(AC-15P OR AC-20-5TR OR AC-20XP) GAL 19,785.000 18,052.000 3.210 57,946.92 0340 D-GR HMA(METH) TY-B PG64-22 TON 21,763.000 24,533.560 43.080 1,056,905.76 0340 ADJ EST QUANTITY TO DATE 22,032.200 0341 D-GR HMA(QCQA) TY-C SAC-B PG70-22 TON 7,255.000 7,181.260 57.160 410,480.82 0341 ADJ EST QUANTITY TO DATE 7,389.600 0354 PLANE ASPH CONC PAV (8") SY 65,947.000 60,355.590 1.570 94,758.28 0354 ADJ EST QUANTITY TO DATE 67,170.640 0432 RIPRAP (CONC)(4 IN) CY 2.000 1.970 750.000 1,477.50 0500 MOBILIZATION LS 1.000 1.000 112,000.000 112,000.00 10502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 5.000 7.000 1,650.000 11,550.00 0502 ADJ EST QUANTITY TO DATE 7.000 0506 ROCK FILTER DAMS (INSTALL) (TY 2) LF 100.000 89.000 18.000 1,602.00 0506 ROCK FILTER DAMS (REMOVE) LF 100.000 89.000 5.000 445.00 0529 CONC CURB (TY I) LF 640.000 675.500 17.000 11,483.50 0636 ALUMINUM SIGNS (TY A) SF 32.000 96.600 10.000 966.00 0644 INS SM RD SN SUP&AM TY S80(1) SA(P) EA 2.000 2.000 217.450 434.90 0644 INS SM RD SN SUP&AM TY S80(1) SA(T) EA 3.000 3.000 380.200 1,140.60 0644 INS SM RD SN SUP&AM TY S80(1) SA(U-WC) EA 2.000 2.000 455.240 910.48 0662 WK ZN PAV MRK NON-REMOV (W) 4" (SLD) LF 3,520.000 10,525.000 .550 5,788.75 0662 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 3,776.000 7,454.000 .550 4,099.70 0662 WK ZN PAV MRK SHT TERM (TAB) TY W EA 2,856.000 2,310.000 .500 1,155.00 0666 REFL PAV MRK TY I (W) 8" (SLD)(100MIL) LF 3,712.000 3,833.000 .750 2,874.75 0666 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF 558.000 717.000 4.500 3,226.50 0666 REFL PAV MRK TY I (W) (ARROW) (100MIL) EA 4.000 4.000 125.000 500.00 0666 REFL PAV MRK TY I(W)(DBL ARROW)(100MIL) EA 2.000 2.000 175.000 350.00 0666 REFL PAV MRK TY I (W) (WORD) (100MIL) EA 4.000 4.000 150.000 600.00 0666 REF PAV MRK TY I(W)36"(YLD TRI)(100MIL) EA 30.000 28.000 25.000 700.00 0666 PAVEMENT SEALER 4" LF 26,855.000 25,238.000 .185 4,669.03 0666 PAVEMENT SEALER 8" LF 3,712.000 3,712.000 .300 1,113.60 0666 PAVEMENT SEALER 24" LF 438.000 712.000 1.500 1,068.00 0666 PAVEMENT SEALER (ARROW) EA 4.000 4.000 15.000 60.00 0666 PAVEMENT SEALER (WORD) EA 4.000 4.000 15.000 60.00 0666 PAVEMENT SEALER (DBL ARROW) EA 2.000 2.000 20.000 40.00 0666 PAVEMENT SEALER (YLD TRI) EA 30.000 28.000 5.000 140.00 0672 REFL PAV MRKR TY II-C-R EA 260.000 354.000 7.500 2,655.00 0677 ELIM EXT PAV MRK & MRKS ( 4") LF 3,886.000 6,650.000 .850 5,652.50 0772 POST AND CABLE FENCE(NEW INSTALLATION) LF 1,079.000 1,665.000 7.900 13,153.50 6834 PORTABLE CHANGEABLE MESSAGE SIGN DAY 60.000 213.000 50.000 10,650.00 8251 RE PM W/RET REQ TY I(W)4"(BRK)(100MIL) LF 4,150.000 4,500.000 .350 1,575.00 8251 RE PM W/RET REQ TY I(W)4"(SLD)(100MIL) LF 7,035.000 14,385.000 .300 4,315.50 8251 RE PM W/RET REQ TY 1 I(Y)4"(SLD)(100MIL) LF 15,670.000 13,484.000 .280 3,775.52 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 00341* PRODUCTION BONUS/PENALTY DOL 5,640.560 5,640.560 1.000 5,640.56 0341* PLACEMENT BONUS/PENALTY DOL 958.220 958.220 1.000 958.22 9001* CEMENT (DRY) TON 830.000 878.460 106.000 93,116.76 9002* CEMENT TREAT (EXIST MATL) (6") SY 48,482.640 43,025.660 2.000 86,051.32 0 SUBTOTAL BID ITEMS $ 2,136,454.07 0 CONTRACT TOTAL ALL ITEMS $ 2,136,454.07 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 2104015 MGR.NO. 770 PAGE 001 CONT 6196 SEC 03 JOB 001 RES ENGR ACOSTA, MICHAEL PROJ RMC - 619603001 HWY IH0035 9320 SE LOOP 410 SAN ANTO CNTY BEXAR DIST 15 CONTRACT PRICE $ 1,983,927.88 REPORT DATE 02/08/2011 13.55.59 CONTRACTOR WAGNER MATERIALS & EST PERIOD APR 12,2010 TO DEC 14,2010 EST NO 010 & FINAL CONSTRUCTION 10961 ********************************************************************************************************************************** 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 - 619603001 6196-03-001 2,136,454.07 .00 2,136,454.07 .00 .00 2,136,454.07 2,133,082.37 3,371.70 ---------------------------------------------------------------------------------------------------------------------------------- 0********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 2,136,454.07 .00 2,136,454.07 .00 .00 2,136,454.07 2,133,082.37 3,371.70 ---------------------------------------------------------------------------------------------------------------------------------- 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 2104015 MGR.NO. 770 PAGE 001 CONT 6196 SEC 03 JOB 001 RES ENGR ACOSTA, MICHAEL PROJ RMC - 619603001 HWY IH0035 9320 SE LOOP 410 SAN ANTO CNTY BEXAR DIST 15 CONTRACT PRICE $ 1,983,927.88 REPORT DATE 02/08/2011 13.56.00 CONTRACTOR WAGNER MATERIALS & EST PERIOD APR 12,2010 TO DEC 14,2010 EST NO 010 & FINAL CONSTRUCTION 10961 ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6196-03-001 RMC - 619603001 15 IH0035 BEXAR -LIMITS - BINZ ENGLEMAN RITTIMAN RD LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES THIS ESTIMATE PRICE($) ($) 0 60 0104 REMOVING CONC (CURB) LF 600.000 16.000 3.450 55.20 140 0502 BARRICADES, SIGNS AND MO 5.000 2.000 1,650.000 3,300.00 TRAFFIC HANDLING 235 0666 PAVEMENT SEALER 8" LF 3,712.000 55.000 0.300 16.50 --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 3,371.70 0 TOTAL AMOUNT WORK DONE TO DATE - $ 2,136,454.07