1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 4094013 MGR.NO. 770 PAGE 001 CONT 6193 SEC 50 JOB 001 RES ENGR ACOSTA, MICHAEL PROJ RMC - 619350001 HWY IH0410 9320 SE LOOP 410 SAN ANTO CNTY BEXAR DIST 15 CONTRACT PRICE $ 906,947.51 REPORT DATE 11/04/2009 14.31.30 CONTRACTOR ANGEL BROTHERS ENTERPRISES, EST PERIOD OCT 01,2009 TO OCT 31,2009 EST NO 005 LTD. 09751 --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN JUL 06, 2009 TIME COMPUTED FROM JUN 29, 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 = 44 94 39 55 BROUGHT FORWARD ADDL DAYS GRANTED = 15 OCT 09 1 1 TOTAL DAYS ALLOWED = 59 2 1 DATE WORK COMPLETED 3 1 TIME SUSP - LETTER SUBMITTED DAYS CHARGED TO DATE = 45 4 1 TIME SUSP - LETTER SUBMITTED ASSESSED LIQ DAMAGES = 0 5 1 TIME SUSP - LETTER SUBMITTED LIQ DAMAGE RATE $ 525 6 1 7 1 LIQUIDATED DAMAGES 8 1 0 DAYS AT $ 525 PER DAY 9 1 TIME SUSP - LETTER SUBMITTED TOTAL = $ .00 10 1 TIME SUSP - LETTER SUBMITTED 11 1 TIME SUSP - LETTER SUBMITTED CERTIFIED AS CORRECT AND 12 1 TIME SUSP - LETTER SUBMITTED ONE COPY HAS BEEN GIVEN 13 1 TIME SUSP - LETTER SUBMITTED TO THE CONTRACTOR 14 1 TIME SUSP - LETTER SUBMITTED 15 1 TIME SUSP - LETTER SUBMITTED 16 1 TIME SUSP - LETTER SUBMITTED ---------------------------- 17 1 AREA/PROJECT ENGINEER 18 1 TIME SUSP - LETTER SUBMITTED 19 1 TIME SUSP - LETTER SUBMITTED 20 1 TIME SUSP - LETTER SUBMITTED 21 1 TIME SUSP - LETTER SUBMITTED 22 1 TIME SUSP - LETTER SUBMITTED 23 1 TIME SUSP - LETTER SUBMITTED 24 1 TIME SUSP - LETTER SUBMITTED 25 1 TIME SUSP - LETTER SUBMITTED 26 1 TIME SUSP - LETTER SUBMITTED 27 1 TIME SUSP - LETTER SUBMITTED 28 1 TIME SUSP - LETTER SUBMITTED 29 1 TIME SUSP - LETTER SUBMITTED 30 1 TIME SUSP - LETTER SUBMITTED 31 1 TIME SUSP - LETTER SUBMITTED ----- ----- ----- 125 45 80 0 SATURDAY 0 SUNDAY 0 HOLIDAY 25 TIME SUSP - LETTER SUBMITTED 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 4094013 MGR.NO. 770 PAGE 001 CONT 6193 SEC 50 JOB 001 RES ENGR ACOSTA, MICHAEL PROJ RMC - 619350001 HWY IH0410 9320 SE LOOP 410 SAN ANTO CNTY BEXAR DIST 15 CONTRACT PRICE $ 906,947.51 REPORT DATE 11/04/2009 14.31.32 CONTRACTOR ANGEL BROTHERS ENTERPRISES, EST PERIOD OCT 01,2009 TO OCT 31,2009 EST NO 005 LTD. 09751 DIST. 15 COUNTY BEXAR CONTROL 6193-50-001 PROJECT RMC - 619350001 HIGHWAY IH0410 0LIMITS- VALLEY HI US 90 0TYPE OF WORK- MILLING, HOT MIX OVERLAY 0 0005 BASE REPAIR, PLANING,HMA OVERLAY, PM 0 0055 PREPARED BY BOBBY GONZALES NET LENGTH 1.405 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0060 0316 ASPH (AC-15P) GAL 18,375.000 15,710.000 3.000 47,130.00 0065 0316 AGGR(TY-PB GR-4 SAC-B) CY 557.000 495.000 53.000 26,235.00 0070 0340 D-GR HMA(METH) TY-C SAC-B PG70-22 TON 6,738.000 7,140.370 49.000 349,878.13 0075 0351 FLEXIBLE PAVEMENT STRUCTURE REPAIR(8") SY 12,500.000 699.990 21.000 14,699.79 0075 0351 ADJ EST QUANTITY TO DATE 699.990 0080 0354 PLANE ASPH CONC PAV (2") SY 61,250.000 81,444.990 1.000 81,444.99 0080 0354 ADJ EST QUANTITY TO DATE 81,444.990 0085 0500 MOBILIZATION LS 1.000 0.900 76,000.000 68,400.00 0090 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 3.000 3.000 1,000.000 3,000.00 0095 0662 WK ZN PAV MRK SHT TERM (TAB) TY W EA 1,827.000 5,611.000 .550 3,086.05 0100 0666 REFL PAV MRK TY I (W) (ARROW) (100MIL) EA 4.000 8.000 105.000 840.00 0105 0666 REFL PAV MRK TY I(W)(DBL ARROW)(100MIL) EA 2.000 2.000 160.000 320.00 0110 0666 REFL PAV MRK TY I(W)(ENTR GORE)(100MIL) EA 5.000 5.000 475.000 2,375.00 0115 0666 REFL PAV MRK TY I(W)(EXIT GORE)(100MIL) EA 5.000 5.000 975.000 4,875.00 0120 0666 REFL PAV MRK TY I (W) (WORD) (100MIL) EA 4.000 7.000 190.000 1,330.00 0125 0666 PAVEMENT SEALER 4" LF 17,412.000 30,647.000 .160 4,903.52 0130 0666 PAVEMENT SEALER 8" LF 590.000 3,165.000 .330 1,044.45 0135 0666 PAVEMENT SEALER 24" LF 509.000 1,258.000 1.350 1,698.30 0140 0666 PAVEMENT SEALER (ARROW) EA 4.000 8.000 16.000 128.00 0145 0666 PAVEMENT SEALER (WORD) EA 4.000 7.000 16.000 112.00 1 0150 0666 PAVEMENT SEALER (DBL ARROW) EA 2.000 2.000 21.000 42.00 0155 0666 PAVEMENT SEALER (ENTR GORE) EA 5.000 5.000 120.000 600.00 0160 0666 PAVEMENT SEALER (EXIT GORE) EA 5.000 5.500 380.000 2,090.00 0165 0672 REFL PAV MRKR TY I-C EA 59.000 0.000 5.250 .00 0170 0672 REFL PAV MRKR TY II-A-A EA 120.000 240.000 5.250 1,260.00 0175 0672 REFL PAV MRKR TY II-C-R EA 318.000 602.000 5.250 3,160.50 0180 0680 INSTALL HWY TRF SIG (ISOLATED) EA 1.000 0.000 15,000.000 .00 0180 0680 ADJ EST QUANTITY TO DATE 0.000 0185 6110 REF PAV MRK TY I (W)(4")(SLD)(100 MIL) LF 991.000 11,500.000 .390 4,485.00 0190 6110 REF PAV MRK TY I (W)(4")(BRK)(100 MIL) LF 6,170.000 5,380.000 .330 1,775.40 0195 6110 REF PAV MRK TY I (W)(8")(SLD)(100 MIL) LF 590.000 2,235.000 .650 1,452.75 0200 6110 REF PAV MRK TY I (W)(24")(SLD)(100 MIL) LF 247.000 970.000 4.750 4,607.50 0205 6110 REF PAV MRK TY I (Y)(4")(SLD)(100 MIL) LF 10,251.000 13,767.000 .300 4,130.10 0210 6110 REF PAV MRK TY I (Y)(24")(SLD)(100 MIL) LF 262.000 298.000 5.000 1,490.00 0215 6266 VIVDS PROCESSOR SYSTEM EA 1.000 0.000 15,000.000 .00 0220 6266 VIVDS CAMERA ASSEMBLY EA 10.000 0.000 1,650.000 .00 0225 6266 VIVDS SET-UP SYSTEM EA 1.000 0.000 475.000 .00 0230 6266 VIVDS COMMUNICATION CABLE (COAXIAL) LF 4,360.000 0.000 1.800 .00 0235 6834 PORTABLE CHANGEABLE MESSAGE SIGN DAY 30.000 19.000 250.000 4,750.00 0240 0340*D-GR HMA(METH) TY-C SAC-B PG64-22 TON 500.000 413.470 79.360 32,812.98 0245 0416*DRILL SHAFT (TRF SIG POLE) (30 IN) LF 22.600 0.000 143.170 .00 0250 0416*DRILL SHAFT (TRF SIG POLE) (36 IN) LF 30.400 0.000 164.380 .00 0255 0531*CURB RAMPS (TY 2) EA 3.000 0.000 1,802.850 .00 0260 0531*CURB RAMPS (TY 22) EA 4.000 0.000 2,969.400 .00 0265 0531*CURB RAMPS (TY 21) EA 2.000 0.000 2,598.230 .00 0270 0536*CONC DIRECTIONAL ISLAND SY 108.000 0.000 84.840 .00 0275 0618*CONDT (PVC) (SCHD 80) (2") LF 10.000 0.000 26.510 .00 0280 0618*CONDT (PVC) (SCHD 80) (3") LF 140.000 0.000 20.150 .00 0285 0618*CONDT (PVC) (SCHD 80) (3") (BORE) LF 1,190.000 0.000 22.270 .00 0290 0618*CONDT (RM) (3") LF 690.000 0.000 37.120 .00 0295 0620*ELEC CONDR (NO. 6) BARE LF 2,050.000 0.000 1.010 .00 0300 0620*ELEC CONDR (NO. 6) INSULATED LF 50.000 0.000 1.010 .00 0305 0624*GROUND BOX TY A (122311) W/APRON EA 4.000 0.000 551.460 .00 0310 0624*GROUND BOX TY D (162922) W/APRON EA 4.000 0.000 689.330 .00 0315 0682*BACK PLATE (12 IN) (3 SEC) EA 12.000 0.000 106.050 .00 0320 0682*BACK PLATE (12 IN) (5 SEC) EA 2.000 0.000 201.500 .00 1 0325 0682*PED SIG SEC (12 IN) LED (2 INDICATIONS) EA 8.000 0.000 615.090 .00 0330 0682*VEH SIG SEC (12 IN) LED (GRN ARW) EA 2.000 0.000 243.920 .00 0335 0682*VEH SIG SEC (12 IN) LED (GRN) EA 14.000 0.000 265.130 .00 0340 0682*VEH SIG SEC (12 IN) LED (YEL ARW) EA 2.000 0.000 265.130 .00 0345 0682*VEH SIG SEC (12 IN) LED (YEL) EA 14.000 0.000 296.940 .00 0350 0682*VEH SIG SEC (12 IN) LED (RED) EA 14.000 0.000 243.920 .00 0355 0684*TRF SIG CBL (TY A) (14 AWG) ( 9 CONDR) LF 5,550.000 0.000 1.590 .00 0360 0686*INS TRF SIG PL AM(S) 1 ARM (28') EA 1.000 0.000 3,181.500 .00 0365 0686*INS TRF SIG PL AM(S) 1 ARM (32') EA 1.000 0.000 3,499.550 .00 0370 0686*INS TRF SIG PL AM(S) 2 ARM (44-32') EA 2.000 0.000 7,317.450 .00 0375 0687*PED POLE ASSEMBLY EA 3.000 0.000 1,378.650 .00 0380 0688*PED DETECT (2 INCH PUSH BTN) EA 8.000 0.000 212.100 .00 0385 6007*REMOVING TRAFFIC SIGNALS EA 1.000 0.000 8,484.000 .00 0390 9001*INSTL HWY TRAF SGNL (ISOLATED) W/NEW FD EA 1.000 0.000 17,180.100 .00 0 SUBTOTAL BID ITEMS $ 674,156.46 0 TOTAL AMOUNT WORK DONE PREPARED BY BOBBY GONZALES $ 674,156.46 0 TOTAL AMOUNT WORK DONE CONTROL 6193-50-001 $ 674,156.46 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 4094013 MGR.NO. 770 PAGE 001 CONT 6193 SEC 50 JOB 001 RES ENGR ACOSTA, MICHAEL PROJ RMC - 619350001 HWY IH0410 9320 SE LOOP 410 SAN ANTO CNTY BEXAR DIST 15 CONTRACT PRICE $ 906,947.51 REPORT DATE 11/04/2009 14.31.33 CONTRACTOR ANGEL BROTHERS ENTERPRISES, EST PERIOD OCT 01,2009 TO OCT 31,2009 EST NO 005 LTD. 09751 0*********************************************************************************************************************************** -LIMITS - VALLEY HI 0 US 90 DATE WORK BEGAN JUL 6 , 2009 WORKING DAYS USED 45 PERCENT COMPLETE 74.33 PERCENT TIME USED 76.20 DATE COMPLETED 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6193-50-001 RMC - 619350001 15 IH0410 BEXAR - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0316 ASPH (AC-15P) GAL 18,375.000 15,710.000 3.000 47,130.00 0316 AGGR(TY-PB GR-4 SAC-B) CY 557.000 495.000 53.000 26,235.00 0340 D-GR HMA(METH) TY-C SAC-B PG70-22 TON 6,738.000 7,140.370 49.000 349,878.13 0351 FLEXIBLE PAVEMENT STRUCTURE REPAIR(8") SY 12,500.000 699.990 21.000 14,699.79 0351 ADJ EST QUANTITY TO DATE 699.990 0354 PLANE ASPH CONC PAV (2") SY 61,250.000 81,444.990 1.000 81,444.99 0354 ADJ EST QUANTITY TO DATE 81,444.990 0500 MOBILIZATION LS 1.000 .900 76,000.000 68,400.00 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 3.000 3.000 1,000.000 3,000.00 0662 WK ZN PAV MRK SHT TERM (TAB) TY W EA 1,827.000 5,611.000 .550 3,086.05 0666 REFL PAV MRK TY I (W) (ARROW) (100MIL) EA 4.000 8.000 105.000 840.00 0666 REFL PAV MRK TY I(W)(DBL ARROW)(100MIL) EA 2.000 2.000 160.000 320.00 0666 REFL PAV MRK TY I(W)(ENTR GORE)(100MIL) EA 5.000 5.000 475.000 2,375.00 0666 REFL PAV MRK TY I(W)(EXIT GORE)(100MIL) EA 5.000 5.000 975.000 4,875.00 0666 REFL PAV MRK TY I (W) (WORD) (100MIL) EA 4.000 7.000 190.000 1,330.00 0666 PAVEMENT SEALER 4" LF 17,412.000 30,647.000 .160 4,903.52 10666 PAVEMENT SEALER 8" LF 590.000 3,165.000 .330 1,044.45 0666 PAVEMENT SEALER 24" LF 509.000 1,258.000 1.350 1,698.30 0666 PAVEMENT SEALER (ARROW) EA 4.000 8.000 16.000 128.00 0666 PAVEMENT SEALER (WORD) EA 4.000 7.000 16.000 112.00 0666 PAVEMENT SEALER (DBL ARROW) EA 2.000 2.000 21.000 42.00 0666 PAVEMENT SEALER (ENTR GORE) EA 5.000 5.000 120.000 600.00 0666 PAVEMENT SEALER (EXIT GORE) EA 5.000 5.500 380.000 2,090.00 0672 REFL PAV MRKR TY II-A-A EA 120.000 240.000 5.250 1,260.00 0672 REFL PAV MRKR TY II-C-R EA 318.000 602.000 5.250 3,160.50 6110 REF PAV MRK TY I (W)(4")(SLD)(100 MIL) LF 991.000 11,500.000 .390 4,485.00 6110 REF PAV MRK TY I (W)(4")(BRK)(100 MIL) LF 6,170.000 5,380.000 .330 1,775.40 6110 REF PAV MRK TY I (W)(8")(SLD)(100 MIL) LF 590.000 2,235.000 .650 1,452.75 6110 REF PAV MRK TY I (W)(24")(SLD)(100 MIL) LF 247.000 970.000 4.750 4,607.50 6110 REF PAV MRK TY I (Y)(4")(SLD)(100 MIL) LF 10,251.000 13,767.000 .300 4,130.10 6110 REF PAV MRK TY I (Y)(24")(SLD)(100 MIL) LF 262.000 298.000 5.000 1,490.00 6834 PORTABLE CHANGEABLE MESSAGE SIGN DAY 30.000 19.000 250.000 4,750.00 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 00340* D-GR HMA(METH) TY-C SAC-B PG64-22 TON 500.000 413.470 79.360 32,812.98 0 SUBTOTAL BID ITEMS $ 674,156.46 0 CONTRACT TOTAL ALL ITEMS $ 674,156.46 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 4094013 MGR.NO. 770 PAGE 001 CONT 6193 SEC 50 JOB 001 RES ENGR ACOSTA, MICHAEL PROJ RMC - 619350001 HWY IH0410 9320 SE LOOP 410 SAN ANTO CNTY BEXAR DIST 15 CONTRACT PRICE $ 906,947.51 REPORT DATE 11/04/2009 14.31.33 CONTRACTOR ANGEL BROTHERS ENTERPRISES, EST PERIOD OCT 01,2009 TO OCT 31,2009 EST NO 005 LTD. 09751 ********************************************************************************************************************************** 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 - 619350001 6193-50-001 674,156.46 .00 674,156.46 .00 .00 674,156.46 637,236.36 36,920.10 ---------------------------------------------------------------------------------------------------------------------------------- 0********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 674,156.46 .00 674,156.46 .00 .00 674,156.46 637,236.36 36,920.10 ---------------------------------------------------------------------------------------------------------------------------------- 0INPUT PROOF READ BY- SUPPORTING PAPERS OK ------------------------------ ---------------------------- 0 APPROVED DATE --------------------------------- ----------------- 1MIS.CIS.07 WORK PERFORMED THIS PERIOD CONTRACT 4094013 MGR.NO. 770 PAGE 001 CONT 6193 SEC 50 JOB 001 RES ENGR ACOSTA, MICHAEL PROJ RMC - 619350001 HWY IH0410 9320 SE LOOP 410 SAN ANTO CNTY BEXAR DIST 15 CONTRACT PRICE $ 906,947.51 REPORT DATE 11/04/2009 14.31.34 CONTRACTOR ANGEL BROTHERS ENTERPRISES, EST PERIOD OCT 01,2009 TO OCT 31,2009 EST NO 005 LTD. 09751 ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6193-50-001 RMC - 619350001 15 IH0410 BEXAR -LIMITS - VALLEY HI US 90 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES THIS ESTIMATE PRICE($) ($) 0 95 0662 WK ZN PAV MRK SHT TERM (TAB) EA 1,827.000 5,161.000 0.550 2,838.55 TY W 100 0666 REFL PAV MRK TY I (W) EA 4.000 8.000 105.000 840.00 (ARROW) (100MIL) 105 0666 REFL PAV MRK TY I(W)(DBL EA 2.000 2.000 160.000 320.00 ARROW)(100MIL) 110 0666 REFL PAV MRK TY I(W)(ENTR EA 5.000 5.000 475.000 2,375.00 GORE)(100MIL) 115 0666 REFL PAV MRK TY I(W)(EXIT EA 5.000 5.000 975.000 4,875.00 GORE)(100MIL) 120 0666 REFL PAV MRK TY I (W) (WORD) EA 4.000 7.000 190.000 1,330.00 (100MIL) 135 0666 PAVEMENT SEALER 24" LF 509.000 1,258.000 1.350 1,698.30 140 0666 PAVEMENT SEALER (ARROW) EA 4.000 8.000 16.000 128.00 145 0666 PAVEMENT SEALER (WORD) EA 4.000 7.000 16.000 112.00 150 0666 PAVEMENT SEALER (DBL ARROW) EA 2.000 2.000 21.000 42.00 170 0672 REFL PAV MRKR TY II-A-A EA 120.000 240.000 5.250 1,260.00 175 0672 REFL PAV MRKR TY II-C-R EA 318.000 602.000 5.250 3,160.50 185 6110 REF PAV MRK TY I LF 991.000 11,500.000 0.390 4,485.00 (W)(4")(SLD)(100 MIL) 190 6110 REF PAV MRK TY I LF 6,170.000 5,380.000 0.330 1,775.40 (W)(4")(BRK)(100 MIL) 195 6110 REF PAV MRK TY I LF 590.000 2,235.000 0.650 1,452.75 (W)(8")(SLD)(100 MIL) 200 6110 REF PAV MRK TY I LF 247.000 970.000 4.750 4,607.50 (W)(24")(SLD)(100 MIL) 205 6110 REF PAV MRK TY I LF 10,251.000 13,767.000 0.300 4,130.10 (Y)(4")(SLD)(100 MIL) 210 6110 REF PAV MRK TY I LF 262.000 298.000 5.000 1,490.00 (Y)(24")(SLD)(100 MIL) --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 36,920.10 0 TOTAL AMOUNT WORK DONE TO DATE - $ 674,156.46