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 05/05/2010 13.57.48 CONTRACTOR ANGEL BROTHERS ENTERPRISES, EST PERIOD JUN 29,2009 TO MAR 09,2010 EST NO 010 & FINAL 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 = 44 245 72 173 BROUGHT FORWARD ADDL DAYS GRANTED = 28 MAR 10 1 1 UNDER PROJECT REVIEW TOTAL DAYS ALLOWED = 72 2 1 UNDER PROJECT REVIEW DATE WORK COMPLETED 03/09/10 3 1 UNDER PROJECT REVIEW DAYS CHARGED TO DATE = 72 4 1 UNDER PROJECT REVIEW ASSESSED LIQ DAMAGES = 0 5 1 UNDER PROJECT REVIEW LIQ DAMAGE RATE $ 525 6 1 UNDER PROJECT REVIEW 7 1 UNDER PROJECT REVIEW LIQUIDATED DAMAGES 8 1 UNDER PROJECT REVIEW 0 DAYS AT $ 525 PER DAY 9 1 WORK ACCEPTED TOTAL = $ .00 0 CERTIFIED AS CORRECT AND ONE COPY HAS BEEN GIVEN TO THE CONTRACTOR - ---------------------------- AREA/PROJECT ENGINEER - - - - - ----- ----- ----- 254 72 182 0 SATURDAY 0 SUNDAY 0 HOLIDAY 8 UNDER PROJECT REVIEW 1 WORK ACCEPTED 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 05/05/2010 13.57.49 CONTRACTOR ANGEL BROTHERS ENTERPRISES, EST PERIOD JUN 29,2009 TO MAR 09,2010 EST NO 010 & FINAL 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 18,860.000 3.000 56,580.00 0065 0316 AGGR(TY-PB GR-4 SAC-B) CY 557.000 640.000 53.000 33,920.00 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 1.000 76,000.000 76,000.00 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 60,562.000 .160 9,689.92 0130 0666 PAVEMENT SEALER 8" LF 590.000 4,113.000 .330 1,357.29 0135 0666 PAVEMENT SEALER 24" LF 509.000 1,839.000 1.350 2,482.65 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 10.000 120.000 1,200.00 0160 0666 PAVEMENT SEALER (EXIT GORE) EA 5.000 10.500 380.000 3,990.00 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 3,165.000 .650 2,057.25 0200 6110 REF PAV MRK TY I (W)(24")(SLD)(100 MIL) LF 247.000 1,551.000 4.750 7,367.25 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 1.000 15,000.000 15,000.00 0220 6266 VIVDS CAMERA ASSEMBLY EA 10.000 10.000 1,650.000 16,500.00 0225 6266 VIVDS SET-UP SYSTEM EA 1.000 1.000 475.000 475.00 0230 6266 VIVDS COMMUNICATION CABLE (COAXIAL) LF 4,360.000 4,360.000 1.800 7,848.00 0235 6834 PORTABLE CHANGEABLE MESSAGE SIGN DAY 30.000 30.000 250.000 7,500.00 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 22.600 143.170 3,235.64 0250 0416*DRILL SHAFT (TRF SIG POLE) (36 IN) LF 30.400 30.400 164.380 4,997.15 0255 0531*CURB RAMPS (TY 2) EA 3.000 3.000 1,802.850 5,408.55 0260 0531*CURB RAMPS (TY 22) EA 4.000 4.000 2,969.400 11,877.60 0265 0531*CURB RAMPS (TY 21) EA 2.000 2.000 2,598.230 5,196.46 0270 0536*CONC DIRECTIONAL ISLAND SY 108.000 119.700 84.840 10,155.35 0275 0618*CONDT (PVC) (SCHD 80) (2") LF 10.000 10.000 26.510 265.10 0280 0618*CONDT (PVC) (SCHD 80) (3") LF 140.000 425.000 20.150 8,563.75 0285 0618*CONDT (PVC) (SCHD 80) (3") (BORE) LF 1,190.000 2,132.000 22.270 47,479.64 0290 0618*CONDT (RM) (3") LF 690.000 0.000 37.120 .00 0295 0620*ELEC CONDR (NO. 6) BARE LF 2,050.000 2,050.000 1.010 2,070.50 0300 0620*ELEC CONDR (NO. 6) INSULATED LF 50.000 50.000 1.010 50.50 0305 0624*GROUND BOX TY A (122311) W/APRON EA 4.000 4.000 551.460 2,205.84 0310 0624*GROUND BOX TY D (162922) W/APRON EA 4.000 4.000 689.330 2,757.32 0315 0682*BACK PLATE (12 IN) (3 SEC) EA 12.000 12.000 106.050 1,272.60 0320 0682*BACK PLATE (12 IN) (5 SEC) EA 2.000 2.000 201.500 403.00 1 0325 0682*PED SIG SEC (12 IN) LED (2 INDICATIONS) EA 8.000 8.000 615.090 4,920.72 0330 0682*VEH SIG SEC (12 IN) LED (GRN ARW) EA 2.000 2.000 243.920 487.84 0335 0682*VEH SIG SEC (12 IN) LED (GRN) EA 14.000 14.000 265.130 3,711.82 0340 0682*VEH SIG SEC (12 IN) LED (YEL ARW) EA 2.000 2.000 265.130 530.26 0345 0682*VEH SIG SEC (12 IN) LED (YEL) EA 14.000 14.000 296.940 4,157.16 0350 0682*VEH SIG SEC (12 IN) LED (RED) EA 14.000 14.000 243.920 3,414.88 0355 0684*TRF SIG CBL (TY A) (14 AWG) ( 9 CONDR) LF 5,550.000 5,550.000 1.590 8,824.50 0360 0686*INS TRF SIG PL AM(S) 1 ARM (28') EA 1.000 1.000 3,181.500 3,181.50 0365 0686*INS TRF SIG PL AM(S) 1 ARM (32') EA 1.000 1.000 3,499.550 3,499.55 0370 0686*INS TRF SIG PL AM(S) 2 ARM (44-32') EA 2.000 2.000 7,317.450 14,634.90 0375 0687*PED POLE ASSEMBLY EA 3.000 3.000 1,378.650 4,135.95 0380 0688*PED DETECT (2 INCH PUSH BTN) EA 8.000 8.000 212.100 1,696.80 0385 6007*REMOVING TRAFFIC SIGNALS EA 1.000 1.000 8,484.000 8,484.00 0390 9001*INSTL HWY TRAF SGNL (ISOLATED) W/NEW FD EA 1.000 1.000 17,180.100 17,180.10 0395 9002*POLICE OFFICERS - FORCE ACCOUNT LS 1.000 1.000 25,363.180 25,363.18 0400 9003*POLICE OFFICERS - FORCE ACCOUNT LS 1.000 1.000 805.920 805.92 0405 9004*POLICE OFFICERS - FORCE ACCOUNT LS 1.000 1.000 3,122.940 3,122.94 0 SUBTOTAL BID ITEMS $ 967,303.32 0 TOTAL AMOUNT WORK DONE PREPARED BY BOBBY GONZALES $ 967,303.32 0 TOTAL AMOUNT WORK DONE CONTROL 6193-50-001 $ 967,303.32 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 05/05/2010 13.57.50 CONTRACTOR ANGEL BROTHERS ENTERPRISES, EST PERIOD JUN 29,2009 TO MAR 09,2010 EST NO 010 & FINAL LTD. 09751 0*********************************************************************************************************************************** -LIMITS - VALLEY HI 0 US 90 DATE WORK BEGAN JUL 6 , 2009 WORKING DAYS USED 72 PERCENT COMPLETE 100.00 PERCENT TIME USED 100.00 DATE COMPLETED MAR 9 2010 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 18,860.000 3.000 56,580.00 0316 AGGR(TY-PB GR-4 SAC-B) CY 557.000 640.000 53.000 33,920.00 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 1.000 76,000.000 76,000.00 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 60,562.000 .160 9,689.92 10666 PAVEMENT SEALER 8" LF 590.000 4,113.000 .330 1,357.29 0666 PAVEMENT SEALER 24" LF 509.000 1,839.000 1.350 2,482.65 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 10.000 120.000 1,200.00 0666 PAVEMENT SEALER (EXIT GORE) EA 5.000 10.500 380.000 3,990.00 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 3,165.000 .650 2,057.25 6110 REF PAV MRK TY I (W)(24")(SLD)(100 MIL) LF 247.000 1,551.000 4.750 7,367.25 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 6266 VIVDS PROCESSOR SYSTEM EA 1.000 1.000 15,000.000 15,000.00 6266 VIVDS CAMERA ASSEMBLY EA 10.000 10.000 1,650.000 16,500.00 6266 VIVDS SET-UP SYSTEM EA 1.000 1.000 475.000 475.00 6266 VIVDS COMMUNICATION CABLE (COAXIAL) LF 4,360.000 4,360.000 1.800 7,848.00 6834 PORTABLE CHANGEABLE MESSAGE SIGN DAY 30.000 30.000 250.000 7,500.00 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 0416* DRILL SHAFT (TRF SIG POLE) (30 IN) LF 22.600 22.600 143.170 3,235.64 0416* DRILL SHAFT (TRF SIG POLE) (36 IN) LF 30.400 30.400 164.380 4,997.15 0531* CURB RAMPS (TY 2) EA 3.000 3.000 1,802.850 5,408.55 0531* CURB RAMPS (TY 22) EA 4.000 4.000 2,969.400 11,877.60 0531* CURB RAMPS (TY 21) EA 2.000 2.000 2,598.230 5,196.46 0536* CONC DIRECTIONAL ISLAND SY 108.000 119.700 84.840 10,155.35 0618* CONDT (PVC) (SCHD 80) (2") LF 10.000 10.000 26.510 265.10 0618* CONDT (PVC) (SCHD 80) (3") LF 140.000 425.000 20.150 8,563.75 0618* CONDT (PVC) (SCHD 80) (3") (BORE) LF 1,190.000 2,132.000 22.270 47,479.64 0620* ELEC CONDR (NO. 6) BARE LF 2,050.000 2,050.000 1.010 2,070.50 0620* ELEC CONDR (NO. 6) INSULATED LF 50.000 50.000 1.010 50.50 0624* GROUND BOX TY A (122311) W/APRON EA 4.000 4.000 551.460 2,205.84 0624* GROUND BOX TY D (162922) W/APRON EA 4.000 4.000 689.330 2,757.32 10682* BACK PLATE (12 IN) (3 SEC) EA 12.000 12.000 106.050 1,272.60 0682* BACK PLATE (12 IN) (5 SEC) EA 2.000 2.000 201.500 403.00 0682* PED SIG SEC (12 IN) LED (2 INDICATIONS) EA 8.000 8.000 615.090 4,920.72 0682* VEH SIG SEC (12 IN) LED (GRN ARW) EA 2.000 2.000 243.920 487.84 0682* VEH SIG SEC (12 IN) LED (GRN) EA 14.000 14.000 265.130 3,711.82 0682* VEH SIG SEC (12 IN) LED (YEL ARW) EA 2.000 2.000 265.130 530.26 0682* VEH SIG SEC (12 IN) LED (YEL) EA 14.000 14.000 296.940 4,157.16 0682* VEH SIG SEC (12 IN) LED (RED) EA 14.000 14.000 243.920 3,414.88 0684* TRF SIG CBL (TY A) (14 AWG) ( 9 CONDR) LF 5,550.000 5,550.000 1.590 8,824.50 0686* INS TRF SIG PL AM(S) 1 ARM (28') EA 1.000 1.000 3,181.500 3,181.50 0686* INS TRF SIG PL AM(S) 1 ARM (32') EA 1.000 1.000 3,499.550 3,499.55 0686* INS TRF SIG PL AM(S) 2 ARM (44-32') EA 2.000 2.000 7,317.450 14,634.90 0687* PED POLE ASSEMBLY EA 3.000 3.000 1,378.650 4,135.95 0688* PED DETECT (2 INCH PUSH BTN) EA 8.000 8.000 212.100 1,696.80 6007* REMOVING TRAFFIC SIGNALS EA 1.000 1.000 8,484.000 8,484.00 9001* INSTL HWY TRAF SGNL (ISOLATED) W/NEW FD EA 1.000 1.000 17,180.100 17,180.10 9002* POLICE OFFICERS - FORCE ACCOUNT LS 1.000 1.000 25,363.180 25,363.18 9003* POLICE OFFICERS - FORCE ACCOUNT LS 1.000 1.000 805.920 805.92 9004* POLICE OFFICERS - FORCE ACCOUNT LS 1.000 1.000 3,122.940 3,122.94 0 SUBTOTAL BID ITEMS $ 967,303.32 0 CONTRACT TOTAL ALL ITEMS $ 967,303.32 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 05/05/2010 13.57.50 CONTRACTOR ANGEL BROTHERS ENTERPRISES, EST PERIOD JUN 29,2009 TO MAR 09,2010 EST NO 010 & FINAL 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 6193-50-001 967,303.32 .00 967,303.32 .00 .00 967,303.32 959,703.32 7,600.00 ---------------------------------------------------------------------------------------------------------------------------------- 0********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 967,303.32 .00 967,303.32 .00 .00 967,303.32 959,703.32 7,600.00 ---------------------------------------------------------------------------------------------------------------------------------- 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 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 05/05/2010 13.57.50 CONTRACTOR ANGEL BROTHERS ENTERPRISES, EST PERIOD JUN 29,2009 TO MAR 09,2010 EST NO 010 & FINAL 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 85 0500 MOBILIZATION LS 1.000 0.100 76,000.000 7,600.00 --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 7,600.00 0 TOTAL AMOUNT WORK DONE TO DATE - $ 967,303.32