1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 3074006 MGR.NO. 007 PAGE 001 CONT 6152 SEC 70 JOB 001 RES ENGR BRODIGAN, JASON PROJ RMC - 615270001 HWY FM0981 2205 S. SH5 MCKINNEY CNTY COLLIN DIST 18 CONTRACT PRICE $ 1,564,426.18 REPORT DATE 06/05/2008 15.32.58 CONTRACTOR A. K. GILLIS & SONS, INC. 713 EST PERIOD MAY 02,2007 TO MAY 15,2008 EST NO 013 & FINAL --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN MAY 02, 2007 TIME COMPUTED FROM MAY 08, 2007 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 = 90 365 276 89 BROUGHT FORWARD ADDL DAYS GRANTED = 186 MAY 08 1 1 TIME SUSP - LETTER SUBMITTED TOTAL DAYS ALLOWED = 276 2 1 TIME SUSP - LETTER SUBMITTED DATE WORK COMPLETED 05/15/08 3 1 TIME SUSP - LETTER SUBMITTED DAYS CHARGED TO DATE = 276 4 1 TIME SUSP - LETTER SUBMITTED ASSESSED LIQ DAMAGES = 0 5 1 TIME SUSP - LETTER SUBMITTED LIQ DAMAGE RATE $ 800 6 1 TIME SUSP - LETTER SUBMITTED 7 1 TIME SUSP - LETTER SUBMITTED LIQUIDATED DAMAGES 8 1 TIME SUSP - LETTER SUBMITTED 0 DAYS AT $ 800 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 INSIGNIFICATE DATE ON TIME SUSP LTR. ONE COPY HAS BEEN GIVEN 13 1 INSIGNIFICATE DATE ON TIME SUSP LTR. TO THE CONTRACTOR 14 1 INSIGNIFICATE DATE ON TIME SUSP LTR. 15 1 WORK COMPLETED AND ACCEPTED ---------------------------- AREA/PROJECT ENGINEER - - - - - ----- ----- ----- 380 276 104 0 SATURDAY 0 SUNDAY 0 HOLIDAY 11 TIME SUSP - LETTER SUBMITTED 3 INSIGNIFICATE DATE ON TIME SUSP LTR. 1 WORK COMPLETED AND ACCEPTED 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 3074006 MGR.NO. 007 PAGE 001 CONT 6152 SEC 70 JOB 001 RES ENGR BRODIGAN, JASON PROJ RMC - 615270001 HWY FM0981 2205 S. SH5 MCKINNEY CNTY COLLIN DIST 18 CONTRACT PRICE $ 1,564,426.18 REPORT DATE 06/05/2008 15.32.59 CONTRACTOR A. K. GILLIS & SONS, INC. 713 EST PERIOD MAY 02,2007 TO MAY 15,2008 EST NO 013 & FINAL DIST. 18 COUNTY COLLIN CONTROL 6152-70-001 PROJECT RMC - 615270001 HIGHWAY FM0981 0LIMITS- CR 671 400 FT. WEST OF CR 669 0TYPE OF WORK- BASE RESTORATION AND TWO CRSE SURF TRMT 0 0005 PREPARED BY MJE, BSS, & MJP 0 0055 BASE RESTORATION & TWO CRS SURF TRT NET LENGTH 4.381 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0060 0105 REMOVING STAB BASE AND ASPH PAV (6") SY 29,507.000 29,506.670 2.944 86,867.64 0065 0105 REMOVING STAB BASE AND ASPH PAV (2"-6") SY 1,040.400 1,035.990 7.991 8,278.60 0070 0132 EMBANKMENT (FINAL)(ORD COMP)(TY C) CY 420.500 420.500 29.109 12,240.33 0075 0134 BACKFILL (TY A OR B) STA 110.650 110.650 303.220 33,551.29 0080 0164 STRAW/HAY MLCH SEED(PERM)(RURAL)(CLAY) SY 81,143.000 0.000 .160 .00 0085 0164 STRAW/HAY MLCH SEED(TEMP)(WARM) SY 81,143.000 0.000 .150 .00 0085 0164 ADJ EST QUANTITY TO DATE 0.000 0086 0164*STRAW/HAY MLCH SEED(TEMP)(COOL) SY 81,143.000 78,779.260 .196 15,440.73 0090 0168 VEGETATIVE WATERING MG 5,193.000 0.000 .010 .00 0095 0247 FL BS (CMP IN PL)(TY D GR 4)(8") SY 30,327.000 30,326.340 9.904 300,352.07 0100 0251 REWORK BS MTL (TY D) (6") (ORD COMP) SY 31,761.000 31,761.000 1.500 47,641.50 0105 0275 CEMENT TON 236.000 234.380 103.000 24,141.14 0110 0275 CEMENT TREAT (EXIST MATL) (6") SY 31,761.000 31,760.522 2.547 80,894.05 0115 0310 PRIME COAT (MC-30) GAL 7,377.000 5,300.000 2.962 15,698.60 0120 0316 ASPH (AC-15P) GAL 23,438.000 21,450.000 3.093 66,344.85 0125 0316 AGGR(TY-B GR-3 SAC-B) CY 649.200 325.000 59.413 19,309.23 0125 0316 ADJ EST QUANTITY TO DATE 326.000 0126 0316*AGGR(TY-PB GR-3 SAC-B) CY 323.200 325.000 72.223 23,472.48 0130 0400 CEM STABIL BKFL CY 3.900 0.600 220.000 132.00 1 0130 0400 ADJ EST QUANTITY TO DATE 0.600 0135 0403 TEMPORARY SPL SHORING SF 1,223.000 463.000 30.000 13,890.00 0135 0403 ADJ EST QUANTITY TO DATE 463.000 0140 0423 RETAINING WALL (CAST-IN-PLACE) SF 2,584.000 2,204.000 59.600 131,358.40 0140 0423 ADJ EST QUANTITY TO DATE 2,204.000 0145 0430 CL C CONC FOR EXT STR (CULV)(4- 5'X5') LF 30.640 30.620 1,530.000 46,848.60 0150 0432 RIPRAP (STONE COMMON)(DRY)(8 IN) CY 7.500 7.500 180.000 1,350.00 0155 0462 CONC BOX CULV (4 FT X 2.5 FT) LF 23.370 23.370 360.000 8,413.20 0156 0462*CONC BOX CULV (3 FT X 3 FT) LF 15.500 15.500 366.000 5,673.00 0157 0462*CONC BOX CULV (6 FT X 6 FT) LF 21.510 21.510 618.000 13,293.18 0160 0464 RC PIPE (CL III)(18 IN) LF 782.000 548.000 44.800 24,550.40 0165 0464 RC PIPE (CL III)(24 IN) LF 44.000 24.000 63.000 1,512.00 0170 0464 RC PIPE (CL III)(27 IN) LF 87.390 71.890 56.000 4,025.84 0170 0464 ADJ EST QUANTITY TO DATE 71.890 0175 0464 RC PIPE (CL III)(33 IN) LF 17.250 17.250 73.000 1,259.25 0180 0464 RC PIPE (CL III)(42 IN) LF 8.000 0.000 345.000 .00 0180 0464 ADJ EST QUANTITY TO DATE 0.000 0185 0464 RC PIPE (CL III)(66 IN) LF 21.510 0.000 455.000 .00 0185 0464 ADJ EST QUANTITY TO DATE 0.000 0190 0466 WINGWALL (PW)(HW=5 FT) EA 2.000 2.000 6,400.000 12,800.00 0191 0466*WINGWALL (PW)(HW=6 FT) EA 2.000 2.000 7,750.000 15,500.00 0195 0466 WINGWALL (PW)(HW=7 FT) EA 2.000 2.000 9,100.000 18,200.00 0196 0466*WINGWALL (PW)(HW=8 FT) EA 1.000 1.000 11,200.000 11,200.00 0197 0466*WINGWALL (PW)(HW=10 FT) EA 1.000 1.000 13,922.870 13,922.87 0200 0466 HEADWALL (CH-PW-0)(DIA= 27 IN) EA 3.000 3.000 3,400.000 10,200.00 0205 0467 SET (TY II)(42 IN)(RCP)(6:1)(C) EA 2.000 2.000 7,600.000 15,200.00 0210 0467 SET (TY II)(18 IN)(RCP)(6:1)(P) EA 48.000 34.000 600.000 20,400.00 0215 0467 SET (TY II)(24 IN)(RCP)(6:1)(P) EA 4.000 2.000 750.000 1,500.00 0220 0496 REMOV STR (INLET) EA 1.000 1.000 1,200.000 1,200.00 0225 0496 REMOV STR (PIPE) EA 8.000 8.000 400.000 3,200.00 0230 0500 MOBILIZATION LS 1.000 1.000 197,343.000 197,343.00 0235 0506 ROCK FILTER DAMS (INSTALL) (TY 2) LF 240.000 160.000 41.180 6,588.80 0240 0506 ROCK FILTER DAMS (REMOVE) LF 240.000 160.000 8.529 1,364.64 0245 0530 DRIVEWAYS (SURF TREAT) SY 1,648.800 1,647.640 24.700 40,696.71 0250 0540 MTL W-BEAM GD FEN (TIM POST) LF 862.000 862.000 12.000 10,344.00 0255 0542 REMOVING METAL BEAM GUARD FENCE LF 862.000 862.000 3.000 2,586.00 0260 0544 GUARDRAIL END TREATMENT (INSTALL) EA 12.000 12.000 900.000 10,800.00 0265 0544 GUARDRAIL END TREATMENT (REMOVE) EA 12.000 12.000 350.000 4,200.00 0270 0560 MAILBOX INSTALLATION 1 (SINGLE) EA 6.000 6.000 180.000 1,080.00 0275 0560 MAILBOX INSTALLATION (DOUBLE) EA 2.000 2.000 180.000 360.00 0280 0644 RELOCATE SM RD SN SUP & AM TY 10BWG EA 15.000 15.000 425.000 6,375.00 0285 0658 INSTL DEL ASSM (D-SW)SZ 1(FLX)GF2(BI) EA 16.000 16.000 38.000 608.00 0290 0658 REMOVE DELIN & OBJECT MARKERS ASSMS EA 74.000 74.000 16.000 1,184.00 0295 0658 INSTL DEL ASSM (D-SW)SZ 1(FLX)GND(BI) EA 18.000 18.000 43.000 774.00 0300 0666 REFL PAV MRK TY I (W) 4" (SLD)(100MIL) LF 22,896.000 23,135.000 .270 6,246.45 0305 0666 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF 36.000 41.000 5.000 205.00 0310 0666 REFL PAV MRK TY I (Y) 4" (BRK)(100MIL) LF 840.000 800.000 .300 240.00 0315 0666 REFL PAV MRK TY I (Y) 4" (SLD)(100MIL) LF 16,035.000 18,600.000 .280 5,208.00 0320 0672 REFL PAV MRKR TY II-A-A EA 290.000 308.000 4.350 1,339.80 0325 5049 BIODGRD EROSION CONTROL LOGS (18" DIA) LF 1,740.000 1,740.000 6.000 10,440.00 0330 5236 GEOGRID BASE REINFORCEMENT SY 31,147.000 31,145.880 2.159 67,243.95 0335 7274 SLIP LINING CULVERT PIPE LF 328.500 328.500 111.000 36,463.50 0 SUBTOTAL BID ITEMS $ 1,521,552.10 0 TOTAL AMOUNT WORK DONE BASE RESTORATION & TWO CRS SURF TRT $ 1,521,552.10 0 TOTAL AMOUNT WORK DONE CONTROL 6152-70-001 $ 1,521,552.10 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 3074006 MGR.NO. 007 PAGE 001 CONT 6152 SEC 70 JOB 001 RES ENGR BRODIGAN, JASON PROJ RMC - 615270001 HWY FM0981 2205 S. SH5 MCKINNEY CNTY COLLIN DIST 18 CONTRACT PRICE $ 1,564,426.18 REPORT DATE 06/05/2008 15.33.00 CONTRACTOR A. K. GILLIS & SONS, INC. 713 EST PERIOD MAY 02,2007 TO MAY 15,2008 EST NO 013 & FINAL 0*********************************************************************************************************************************** -LIMITS - CR 671 0 400 FT. WEST OF CR 669 DATE WORK BEGAN MAY 2 , 2007 WORKING DAYS USED 276 PERCENT COMPLETE 100.00 PERCENT TIME USED 100.00 DATE COMPLETED MAY 15 2008 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6152-70-001 RMC - 615270001 18 FM0981 COLLIN - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0105 REMOVING STAB BASE AND ASPH PAV (6") SY 29,507.000 29,506.670 2.944 86,867.64 0105 REMOVING STAB BASE AND ASPH PAV (2"-6") SY 1,040.400 1,035.990 7.991 8,278.60 0132 EMBANKMENT (FINAL)(ORD COMP)(TY C) CY 420.500 420.500 29.109 12,240.33 0134 BACKFILL (TY A OR B) STA 110.650 110.650 303.220 33,551.29 0247 FL BS (CMP IN PL)(TY D GR 4)(8") SY 30,327.000 30,326.340 9.904 300,352.07 0251 REWORK BS MTL (TY D) (6") (ORD COMP) SY 31,761.000 31,761.000 1.500 47,641.50 0275 CEMENT TON 236.000 234.380 103.000 24,141.14 0275 CEMENT TREAT (EXIST MATL) (6") SY 31,761.000 31,760.522 2.547 80,894.05 0310 PRIME COAT (MC-30) GAL 7,377.000 5,300.000 2.962 15,698.60 0316 ASPH (AC-15P) GAL 23,438.000 21,450.000 3.093 66,344.85 0316 AGGR(TY-B GR-3 SAC-B) CY 649.200 325.000 59.413 19,309.23 0316 ADJ EST QUANTITY TO DATE 326.000 0400 CEM STABIL BKFL CY 3.900 .600 220.000 132.00 0400 ADJ EST QUANTITY TO DATE .600 0403 TEMPORARY SPL SHORING SF 1,223.000 463.000 30.000 13,890.00 0403 ADJ EST QUANTITY TO DATE 463.000 0423 RETAINING WALL (CAST-IN-PLACE) SF 2,584.000 2,204.000 59.600 131,358.40 0423 ADJ EST QUANTITY TO DATE 2,204.000 10430 CL C CONC FOR EXT STR (CULV)(4- 5'X5') LF 30.640 30.620 1,530.000 46,848.60 0432 RIPRAP (STONE COMMON)(DRY)(8 IN) CY 7.500 7.500 180.000 1,350.00 0462 CONC BOX CULV (4 FT X 2.5 FT) LF 23.370 23.370 360.000 8,413.20 0464 RC PIPE (CL III)(18 IN) LF 782.000 548.000 44.800 24,550.40 0464 RC PIPE (CL III)(24 IN) LF 44.000 24.000 63.000 1,512.00 0464 RC PIPE (CL III)(27 IN) LF 87.390 71.890 56.000 4,025.84 0464 ADJ EST QUANTITY TO DATE 71.890 0464 RC PIPE (CL III)(33 IN) LF 17.250 17.250 73.000 1,259.25 0466 WINGWALL (PW)(HW=5 FT) EA 2.000 2.000 6,400.000 12,800.00 0466 WINGWALL (PW)(HW=7 FT) EA 2.000 2.000 9,100.000 18,200.00 0466 HEADWALL (CH-PW-0)(DIA= 27 IN) EA 3.000 3.000 3,400.000 10,200.00 0467 SET (TY II)(42 IN)(RCP)(6:1)(C) EA 2.000 2.000 7,600.000 15,200.00 0467 SET (TY II)(18 IN)(RCP)(6:1)(P) EA 48.000 34.000 600.000 20,400.00 0467 SET (TY II)(24 IN)(RCP)(6:1)(P) EA 4.000 2.000 750.000 1,500.00 0496 REMOV STR (INLET) EA 1.000 1.000 1,200.000 1,200.00 0496 REMOV STR (PIPE) EA 8.000 8.000 400.000 3,200.00 0500 MOBILIZATION LS 1.000 1.000 197,343.000 197,343.00 0506 ROCK FILTER DAMS (INSTALL) (TY 2) LF 240.000 160.000 41.180 6,588.80 0506 ROCK FILTER DAMS (REMOVE) LF 240.000 160.000 8.529 1,364.64 0530 DRIVEWAYS (SURF TREAT) SY 1,648.800 1,647.640 24.700 40,696.71 0540 MTL W-BEAM GD FEN (TIM POST) LF 862.000 862.000 12.000 10,344.00 0542 REMOVING METAL BEAM GUARD FENCE LF 862.000 862.000 3.000 2,586.00 0544 GUARDRAIL END TREATMENT (INSTALL) EA 12.000 12.000 900.000 10,800.00 0544 GUARDRAIL END TREATMENT (REMOVE) EA 12.000 12.000 350.000 4,200.00 0560 MAILBOX INSTALLATION (SINGLE) EA 6.000 6.000 180.000 1,080.00 0560 MAILBOX INSTALLATION (DOUBLE) EA 2.000 2.000 180.000 360.00 0644 RELOCATE SM RD SN SUP & AM TY 10BWG EA 15.000 15.000 425.000 6,375.00 0658 INSTL DEL ASSM (D-SW)SZ 1(FLX)GF2(BI) EA 16.000 16.000 38.000 608.00 0658 REMOVE DELIN & OBJECT MARKERS ASSMS EA 74.000 74.000 16.000 1,184.00 0658 INSTL DEL ASSM (D-SW)SZ 1(FLX)GND(BI) EA 18.000 18.000 43.000 774.00 0666 REFL PAV MRK TY I (W) 4" (SLD)(100MIL) LF 22,896.000 23,135.000 .270 6,246.45 0666 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF 36.000 41.000 5.000 205.00 10666 REFL PAV MRK TY I (Y) 4" (BRK)(100MIL) LF 840.000 800.000 .300 240.00 0666 REFL PAV MRK TY I (Y) 4" (SLD)(100MIL) LF 16,035.000 18,600.000 .280 5,208.00 0672 REFL PAV MRKR TY II-A-A EA 290.000 308.000 4.350 1,339.80 5049 BIODGRD EROSION CONTROL LOGS (18" DIA) LF 1,740.000 1,740.000 6.000 10,440.00 5236 GEOGRID BASE REINFORCEMENT SY 31,147.000 31,145.880 2.159 67,243.95 7274 SLIP LINING CULVERT PIPE LF 328.500 328.500 111.000 36,463.50 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 00164* STRAW/HAY MLCH SEED(TEMP)(COOL) SY 81,143.000 78,779.260 .196 15,440.73 0316* AGGR(TY-PB GR-3 SAC-B) CY 323.200 325.000 72.223 23,472.48 0462* CONC BOX CULV (3 FT X 3 FT) LF 15.500 15.500 366.000 5,673.00 0462* CONC BOX CULV (6 FT X 6 FT) LF 21.510 21.510 618.000 13,293.18 0466* WINGWALL (PW)(HW=6 FT) EA 2.000 2.000 7,750.000 15,500.00 0466* WINGWALL (PW)(HW=8 FT) EA 1.000 1.000 11,200.000 11,200.00 0466* WINGWALL (PW)(HW=10 FT) EA 1.000 1.000 13,922.870 13,922.87 0 SUBTOTAL BID ITEMS $ 1,521,552.10 0 CONTRACT TOTAL ALL ITEMS $ 1,521,552.10 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 3074006 MGR.NO. 007 PAGE 001 CONT 6152 SEC 70 JOB 001 RES ENGR BRODIGAN, JASON PROJ RMC - 615270001 HWY FM0981 2205 S. SH5 MCKINNEY CNTY COLLIN DIST 18 CONTRACT PRICE $ 1,564,426.18 REPORT DATE 06/05/2008 15.33.00 CONTRACTOR A. K. GILLIS & SONS, INC. 713 EST PERIOD MAY 02,2007 TO MAY 15,2008 EST NO 013 & 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 ********************************************************************************************************************************** 43 RMC - 615270001 6152-70-001 1,521,552.10 .00 1,521,552.10 .00 .00 1,521,552.10 1,295,748.41 225,803.69 ---------------------------------------------------------------------------------------------------------------------------------- 0********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 1,521,552.10 .00 1,521,552.10 .00 .00 1,521,552.10 1,295,748.41 225,803.69 ---------------------------------------------------------------------------------------------------------------------------------- 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 3074006 MGR.NO. 007 PAGE 001 CONT 6152 SEC 70 JOB 001 RES ENGR BRODIGAN, JASON PROJ RMC - 615270001 HWY FM0981 2205 S. SH5 MCKINNEY CNTY COLLIN DIST 18 CONTRACT PRICE $ 1,564,426.18 REPORT DATE 06/05/2008 15.33.00 CONTRACTOR A. K. GILLIS & SONS, INC. 713 EST PERIOD MAY 02,2007 TO MAY 15,2008 EST NO 013 & FINAL ********************************************************************************************************** - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6152-70-001 RMC - 615270001 18 FM0981 COLLIN -LIMITS - CR 671 400 FT. WEST OF CR 669 ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. DESCRIPTION UNIT QUANTITIES THIS ESTIMATE PRICE($) ($) 00500 MOBILIZATION LS 1.000 0.207 197,343.000 40,850.00 0506 ROCK FILTER DAMS (REMOVE) LF 240.000 160.000 8.529 1,364.64 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 00462* CONC BOX CULV (3 FT X 3 FT) LF 0.000 15.500 366.000 5,673.00 0462* CONC BOX CULV (6 FT X 6 FT) LF 0.000 21.510 618.000 13,293.18 0466* WINGWALL (PW)(HW=6 FT) EA 0.000 2.000 7,750.000 15,500.00 0466* WINGWALL (PW)(HW=8 FT) EA 0.000 1.000 11,200.000 11,200.00 0466* WINGWALL (PW)(HW=10 FT) EA 0.000 1.000 13,922.870 13,922.87 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 101,803.69 0 TOTAL AMOUNT WORK DONE TO DATE - $ 1,521,552.10