1MIS.CIS.01 CONTRACT TIME STATEMENT CONTRACT 11112241 MGR.NO. 003 PAGE 001 CONT 6237 SEC 53 JOB 001 RES ENGR MARTINEZ, NELDA PROJ EMC - 623753001 HWY FM0133 1817 BOB BULLOCK LP LARED CNTY DIMMIT DIST 22 CONTRACT PRICE $ 3,257,335.20 REPORT DATE 11/14/2012 07.35.46 CONTRACTOR HUNTER INDUSTRIES, LTD. 9560 EST PERIOD NOV 16,2011 TO OCT 01,2012 EST NO 012 & FINAL --------------------------------------------------------------------------------------------------------- DATE WORK BEGAN NOV 16, 2011 TIME COMPUTED FROM NOV 16, 2011 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 = 120 320 160 160 BROUGHT FORWARD ADDL DAYS GRANTED = 40 OCT 12 1 1 WORK COMPLETED AND ACCEPTED TOTAL DAYS ALLOWED = 160 DATE WORK COMPLETED 10/01/12 DAYS CHARGED TO DATE = 160 ASSESSED LIQ DAMAGES = 0 LIQ DAMAGE RATE $ 500 0 LIQUIDATED DAMAGES 0 DAYS AT $ 500 PER DAY TOTAL = $ .00 0 CERTIFIED AS CORRECT AND ONE COPY HAS BEEN GIVEN TO THE CONTRACTOR - ---------------------------- AREA/PROJECT ENGINEER - - - - - ----- ----- ----- 321 160 161 0 SATURDAY 0 SUNDAY 0 HOLIDAY 1 WORK COMPLETED AND ACCEPTED 1MIS.CIS.03 CONSTRUCTN ESTIMATE BREAKDOWN CONTRACT 11112241 MGR.NO. 003 PAGE 001 CONT 6237 SEC 53 JOB 001 RES ENGR MARTINEZ, NELDA PROJ EMC - 623753001 HWY FM0133 1817 BOB BULLOCK LP LARED CNTY DIMMIT DIST 22 CONTRACT PRICE $ 3,257,335.20 REPORT DATE 11/14/2012 07.35.48 CONTRACTOR HUNTER INDUSTRIES, LTD. 9560 EST PERIOD NOV 16,2011 TO OCT 01,2012 EST NO 012 & FINAL DIST. 22 COUNTY DIMMIT CONTROL 6237-53-001 PROJECT EMC - 623753001 HIGHWAY FM0133 0LIMITS- US 83 LASALLE COUNTY LINE 0TYPE OF WORK- RESTORATION OF EXISTING ROADWAY 0 0050 RESTORATION OF EXISTING ROADWAY NET LENGTH 13.735 MILES 0 LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES ON CONTRACT PRICE($) ($) - 0070 PREPARED BY NPM 11-9-11 0 0075 0134 BACKFILL (TY B) STA 715.000 713.300 136.800 97,579.44 0075 0134 ADJ EST QUANTITY TO DATE 713.300 0080 0216 PROOF ROLLING HR 22.000 22.000 91.200 2,006.40 0085 0247 FL BS (CMP IN PLC)(TY E GR 4) TON 8,369.800 4,787.400 31.090 148,840.27 0085 0247 ADJ EST QUANTITY TO DATE 4,787.000 0090 0251 REWORK BS MTL (TY D) (8") (ORD COMP) SY 216,995.430 228,837.000 1.310 299,776.47 0090 0251 ADJ EST QUANTITY TO DATE 228,837.000 0095 0275 CEMENT TON 1,813.680 2,737.550 105.000 287,442.75 0095 0275 ADJ EST QUANTITY TO DATE 2,737.550 0100 0275 CEMENT TREAT(EXIST MATL)(8") SY 241,823.550 234,876.000 1.710 401,637.96 0100 0275 ADJ EST QUANTITY TO DATE 234,876.000 0103 0316*ASPH (CRS-2P) GAL 81,155.000 110,060.000 3.620 398,417.20 0103 0316 ADJ EST QUANTITY TO DATE 110,060.000 0105 0316 ASPH (CRS-1P) GAL 81,155.000 0.000 3.620 .00 0105 0316 ADJ EST QUANTITY TO DATE 0.000 0110 0316 ASPH (RC-250) GAL 46,374.000 44,900.000 4.360 195,764.00 0110 0316 ADJ EST QUANTITY TO DATE 44,900.000 0115 0316 AGGR(TY-PB GR-3 SAC-B) CY 2,108.000 2,674.000 67.380 180,174.12 0115 0316 ADJ EST QUANTITY TO DATE 2,674.000 0120 0316 AGGR(TY-PB GR-5 SAC-B) CY 2,108.000 2,170.000 67.380 146,214.60 0120 0316 ADJ EST QUANTITY TO DATE 2,170.000 0125 0401 FLOWABLE BACKFILL CY 919.190 600.000 183.770 110,262.00 0125 0401 ADJ EST QUANTITY TO DATE 600.000 0130 0460 CMP AR (GAL STL DES 4) LF 938.000 938.000 75.700 71,006.60 0135 0460 CMP AR (GAL STL DES 5) LF 590.000 590.000 102.540 60,498.60 0140 0466 HEADWALL (CH-PW-A-0)(DES= 4) EA 22.000 22.000 2,472.970 54,405.34 0145 0466 HEADWALL (CH-PW-A-0)(DES= 5) EA 18.000 18.000 2,888.810 51,998.58 1 0150 0467 SET (TY I)(S= 7 FT)(HW= 6 FT)(4:1)(C) EA 6.000 6.000 21,862.960 131,177.76 0155 0467 SET (TY I)(S= 8 FT)(HW= 6 FT)(4:1)(C) EA 2.000 2.000 34,149.070 68,298.14 0160 0496 REMOV STR (WINGWALL) EA 8.000 8.000 630.060 5,040.48 0165 0496 REMOV STR (HEADWALL) EA 40.000 40.000 525.050 21,002.00 0170 0496 REMOV STR (PIPE) LF 1,526.000 1,526.000 6.300 9,613.80 0175 0500 MOBILIZATION LS 1.000 1.000 296,782.850 296,782.85 0180 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 6.000 8.000 1,664.740 13,317.92 0180 0502 ADJ EST QUANTITY TO DATE 8.000 0185 0506 CONSTRUCTION EXITS (INSTALL) (TY 1) SY 156.000 0.000 17.590 .00 0185 0506 ADJ EST QUANTITY TO DATE 0.000 0190 0506 CONSTRUCTION EXITS (REMOVE) SY 156.000 0.000 7.350 .00 0190 0506 ADJ EST QUANTITY TO DATE 0.000 0195 0506 TEMPORARY SEDIMENT CONTROL FENCE LF 4,802.000 0.000 2.210 .00 0195 0506 ADJ EST QUANTITY TO DATE 0.000 0200 0510 ONE-WAY TRAFFIC CONTROL HR 800.000 788.000 91.200 71,865.60 0200 0510 ADJ EST QUANTITY TO DATE 915.000 0205 0530 DRIVEWAYS (CONC) EA 4.000 0.000 5,670.510 .00 0205 0530 ADJ EST QUANTITY TO DATE 0.000 0210 0540 MTL W-BEAM GD FEN (TIM POST) LF 1,100.000 0.000 17.090 .00 0210 0540 ADJ EST QUANTITY TO DATE 0.000 0215 0540 MTL W-BEAM GD FEN (STEEL POST) LF 50.000 0.000 34.860 .00 0215 0540 ADJ EST QUANTITY TO DATE 0.000 0220 0542 REMOVING METAL BEAM GUARD FENCE LF 500.000 0.000 1.160 .00 0220 0542 ADJ EST QUANTITY TO DATE 0.000 0225 0542 REMOVING TERMINAL ANCHOR SECTION EA 4.000 0.000 131.260 .00 0225 0542 ADJ EST QUANTITY TO DATE 0.000 0230 0544 GUARDRAIL END TREATMENT (INSTALL) EA 12.000 0.000 1,926.920 .00 0230 0544 ADJ EST QUANTITY TO DATE 0.000 0235 0658 INSTL DEL ASSM (D-SW)SZ (TYC)GF1(BI) EA 147.000 0.000 12.600 .00 0240 0658 REMOVE DELIN & OBJECT MARKERS ASSMS EA 76.000 76.000 15.750 1,197.00 0245 0658 INSTL OM ASSM (OM-2Z)(FLX)GND(BI) EA 76.000 76.000 43.050 3,271.80 0250 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 5,433.000 9,710.000 1.560 15,147.60 0250 0662 ADJ EST QUANTITY TO DATE 4,900.000 0255 0666 REFL PAV MRK TY I (W) 4" (BRK)(100MIL) LF 1,590.000 2,160.000 .420 907.20 0255 0666 ADJ EST QUANTITY TO DATE 2,160.000 0260 0666 REFL PAV MRK TY I (W) 4" (SLD)(100MIL) LF 143,752.000 287,504.000 .410 117,876.64 1 0260 0666 ADJ EST QUANTITY TO DATE 287,504.000 0265 0666 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF 18.000 53.000 8.400 445.20 0265 0666 ADJ EST QUANTITY TO DATE 74.000 0270 0666 REFL PAV MRK TY I (Y) 4" (BRK)(100MIL) LF 16,190.000 32,380.000 .420 13,599.60 0270 0666 ADJ EST QUANTITY TO DATE 32,380.000 0275 0666 REFL PAV MRK TY I (Y) 4" (SLD)(100MIL) LF 36,808.000 73,616.000 .410 30,182.56 0275 0666 ADJ EST QUANTITY TO DATE 73,616.000 0280 0672 REFL PAV MRKR TY I-C EA 80.000 106.000 4.550 482.30 0280 0672 ADJ EST QUANTITY TO DATE 106.000 0285 0672 REFL PAV MRKR TY II-A-A EA 1,811.000 2,430.000 3.330 8,091.90 0285 0672 ADJ EST QUANTITY TO DATE 2,430.000 0290 6834 PORTABLE CHANGEABLE MESSAGE SIGN EA 3.000 3.000 7,516.130 22,548.39 0295 0402*TRENCH EXCAVATION PROTECTION LF 112.000 112.000 27.250 3,052.00 0300 0666*REF PAV MRK TY II (W) 4" (BRK) LF 1,590.000 0.000 .250 .00 0300 0666 ADJ EST QUANTITY TO DATE 0.000 0305 0666*REF PAV MRK TY II (Y) 4" (BRK) LF 16,190.000 10,240.000 .250 2,560.00 0305 0666 ADJ EST QUANTITY TO DATE 10,240.000 0310 0666*REF PAV MRK TY II (Y) 4" (SLD) LF 36,808.000 22,650.000 .250 5,662.50 0310 0666 ADJ EST QUANTITY TO DATE 22,650.000 0315 9000*HAULING OF ADDITIONAL BASE MATERIAL DOL 1.000 1.000 40,816.310 40,816.31 0325 9000*ADDITIONAL MOBILIZATION LS 1.000 1.000 101,500.000 101,500.00 0335 3224*D-GR HMA(QCQA) TY-C SAC-B PG70-22 TON 31,025.000 0.000 86.330 .00 0335 3224 ADJ EST QUANTITY TO DATE 0.000 0340 3224*PRODUCTION BONUS/PENALTY DOL 30,000.000 17,647.910 1.000 17,647.91 0345 3224*PLACEMENT BONUS/PENALTY DOL 30,000.000 9,612.270 1.000 9,612.27 0350 0340*D-GR HMA (METH) TYC PG70-22 (LEVEL-UP) TON 1,000.000 486.870 97.830 47,630.49 0355 9000*D-GR HMA (QCQA) TY-C SAC-B PG70-22 TON 29,930.090 29,953.580 84.520 2,531,676.58 0360 9000*HOT-MIX ASPHALT PATCHING MATERIAL TON 1,204.130 1,204.130 72.500 87,299.43 0 SUBTOTAL BID ITEMS $ 6,184,330.56 0 MATERIAL ON HAND 0 LINE MATRL. NO MATERIAL DESCRIPTION UNIT QUANTITY % INV UNIT PRICE AMOUNT NO. PRICE ALLOWED($) ($) 0 0500 775 REINF STEEL LBS 0.000 100 0.450 .00 0505 776 CMP(DES4) LF 0.000 100 20.060 .00 0510 777 CMP(DES5) LF 0.000 100 30.100 .00 1 0515 778 SET TYI S-8 H-6 4:1C EA 0.000 100 11,471.000 .00 0520 779 SET TY I S-7 H=6 4:1 C EA 0.000 100 4,781.000 .00 0 TOTAL AMOUNT WORK DONE RESTORATION OF EXISTING ROADWAY $ 6,184,330.56 0 TOTAL AMOUNT WORK DONE CONTROL 6237-53-001 $ 6,184,330.56 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 1MIS.CIS.04 CONSTRUCTION ESTIMATE COMBINED CONTRACT 11112241 MGR.NO. 003 PAGE 001 CONT 6237 SEC 53 JOB 001 RES ENGR MARTINEZ, NELDA PROJ EMC - 623753001 HWY FM0133 1817 BOB BULLOCK LP LARED CNTY DIMMIT DIST 22 CONTRACT PRICE $ 3,257,335.20 REPORT DATE 11/14/2012 07.35.48 CONTRACTOR HUNTER INDUSTRIES, LTD. 9560 EST PERIOD NOV 16,2011 TO OCT 01,2012 EST NO 012 & FINAL 0*********************************************************************************************************************************** -LIMITS - US 83 0 LASALLE COUNTY LINE DATE WORK BEGAN NOV 16, 2011 WORKING DAYS USED 160 PERCENT COMPLETE 100.00 PERCENT TIME USED 100.00 DATE COMPLETED OCT 1 2012 0 CONTROL PROJECT DISTRICT HIGHWAY COUNTY 0 6237-53-001 EMC - 623753001 22 FM0133 DIMMIT - ITEM DESCRIPTION UNIT ESTIMATED WORK DONE CONTRACT AMOUNT NO. QUANTITIES ON CONTRACT PRICE($) ($) -0134 BACKFILL (TY B) STA 715.000 713.300 136.800 97,579.44 0134 ADJ EST QUANTITY TO DATE 713.300 0216 PROOF ROLLING HR 22.000 22.000 91.200 2,006.40 0247 FL BS (CMP IN PLC)(TY E GR 4) TON 8,369.800 4,787.400 31.090 148,840.27 0247 ADJ EST QUANTITY TO DATE 4,787.000 0251 REWORK BS MTL (TY D) (8") (ORD COMP) SY 216,995.430 228,837.000 1.310 299,776.47 0251 ADJ EST QUANTITY TO DATE 228,837.000 0275 CEMENT TON 1,813.680 2,737.550 105.000 287,442.75 0275 ADJ EST QUANTITY TO DATE 2,737.550 0275 CEMENT TREAT(EXIST MATL)(8") SY 241,823.550 234,876.000 1.710 401,637.96 0275 ADJ EST QUANTITY TO DATE 234,876.000 0316 ASPH (RC-250) GAL 46,374.000 44,900.000 4.360 195,764.00 0316 ADJ EST QUANTITY TO DATE 44,900.000 0316 AGGR(TY-PB GR-3 SAC-B) CY 2,108.000 2,674.000 67.380 180,174.12 0316 ADJ EST QUANTITY TO DATE 2,674.000 0316 AGGR(TY-PB GR-5 SAC-B) CY 2,108.000 2,170.000 67.380 146,214.60 0316 ADJ EST QUANTITY TO DATE 2,170.000 0401 FLOWABLE BACKFILL CY 919.190 600.000 183.770 110,262.00 0401 ADJ EST QUANTITY TO DATE 600.000 0460 CMP AR (GAL STL DES 4) LF 938.000 938.000 75.700 71,006.60 0460 CMP AR (GAL STL DES 5) LF 590.000 590.000 102.540 60,498.60 0466 HEADWALL (CH-PW-A-0)(DES= 4) EA 22.000 22.000 2,472.970 54,405.34 0466 HEADWALL (CH-PW-A-0)(DES= 5) EA 18.000 18.000 2,888.810 51,998.58 10467 SET (TY I)(S= 7 FT)(HW= 6 FT)(4:1)(C) EA 6.000 6.000 21,862.960 131,177.76 0467 SET (TY I)(S= 8 FT)(HW= 6 FT)(4:1)(C) EA 2.000 2.000 34,149.070 68,298.14 0496 REMOV STR (WINGWALL) EA 8.000 8.000 630.060 5,040.48 0496 REMOV STR (HEADWALL) EA 40.000 40.000 525.050 21,002.00 0496 REMOV STR (PIPE) LF 1,526.000 1,526.000 6.300 9,613.80 0500 MOBILIZATION LS 1.000 1.000 296,782.850 296,782.85 0502 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 6.000 8.000 1,664.740 13,317.92 0502 ADJ EST QUANTITY TO DATE 8.000 0510 ONE-WAY TRAFFIC CONTROL HR 800.000 788.000 91.200 71,865.60 0510 ADJ EST QUANTITY TO DATE 915.000 0658 REMOVE DELIN & OBJECT MARKERS ASSMS EA 76.000 76.000 15.750 1,197.00 0658 INSTL OM ASSM (OM-2Z)(FLX)GND(BI) EA 76.000 76.000 43.050 3,271.80 0662 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 5,433.000 9,710.000 1.560 15,147.60 0662 ADJ EST QUANTITY TO DATE 4,900.000 0666 REFL PAV MRK TY I (W) 4" (BRK)(100MIL) LF 1,590.000 2,160.000 .420 907.20 0666 ADJ EST QUANTITY TO DATE 2,160.000 0666 REFL PAV MRK TY I (W) 4" (SLD)(100MIL) LF 143,752.000 287,504.000 .410 117,876.64 0666 ADJ EST QUANTITY TO DATE 287,504.000 0666 REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF 18.000 53.000 8.400 445.20 0666 ADJ EST QUANTITY TO DATE 74.000 0666 REFL PAV MRK TY I (Y) 4" (BRK)(100MIL) LF 16,190.000 32,380.000 .420 13,599.60 0666 ADJ EST QUANTITY TO DATE 32,380.000 0666 REFL PAV MRK TY I (Y) 4" (SLD)(100MIL) LF 36,808.000 73,616.000 .410 30,182.56 0666 ADJ EST QUANTITY TO DATE 73,616.000 0672 REFL PAV MRKR TY I-C EA 80.000 106.000 4.550 482.30 0672 ADJ EST QUANTITY TO DATE 106.000 0672 REFL PAV MRKR TY II-A-A EA 1,811.000 2,430.000 3.330 8,091.90 0672 ADJ EST QUANTITY TO DATE 2,430.000 6834 PORTABLE CHANGEABLE MESSAGE SIGN EA 3.000 3.000 7,516.130 22,548.39 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 00316* ASPH (CRS-2P) GAL 81,155.000 110,060.000 3.620 398,417.20 0316* ADJ EST QUANTITY TO DATE 110,060.000 0340* D-GR HMA (METH) TYC PG70-22 (LEVEL-UP) TON 1,000.000 486.870 97.830 47,630.49 0402* TRENCH EXCAVATION PROTECTION LF 112.000 112.000 27.250 3,052.00 0666* REF PAV MRK TY II (Y) 4" (BRK) LF 16,190.000 10,240.000 .250 2,560.00 10666* ADJ EST QUANTITY TO DATE 10,240.000 0666* REF PAV MRK TY II (Y) 4" (SLD) LF 36,808.000 22,650.000 .250 5,662.50 0666* ADJ EST QUANTITY TO DATE 22,650.000 3224* PRODUCTION BONUS/PENALTY DOL 30,000.000 17,647.910 1.000 17,647.91 3224* PLACEMENT BONUS/PENALTY DOL 30,000.000 9,612.270 1.000 9,612.27 9000* HAULING OF ADDITIONAL BASE MATERIAL DOL 1.000 1.000 40,816.310 40,816.31 9000* ADDITIONAL MOBILIZATION LS 1.000 1.000 101,500.000 101,500.00 9000* D-GR HMA (QCQA) TY-C SAC-B PG70-22 TON 29,930.090 29,953.580 84.520 2,531,676.58 9000* HOT-MIX ASPHALT PATCHING MATERIAL TON 1,204.130 1,204.130 72.500 87,299.43 0 SUBTOTAL BID ITEMS $ 6,184,330.56 0 CONTRACT TOTAL ALL ITEMS $ 6,184,330.56 1MIS.CIS.05 CONSTR ESTIMATE DISTRIBUTION CONTRACT 11112241 MGR.NO. 003 PAGE 001 CONT 6237 SEC 53 JOB 001 RES ENGR MARTINEZ, NELDA PROJ EMC - 623753001 HWY FM0133 1817 BOB BULLOCK LP LARED CNTY DIMMIT DIST 22 CONTRACT PRICE $ 3,257,335.20 REPORT DATE 11/14/2012 07.35.48 CONTRACTOR HUNTER INDUSTRIES, LTD. 9560 EST PERIOD NOV 16,2011 TO OCT 01,2012 EST NO 012 & 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 ********************************************************************************************************************************** 64 EMC - 623753001 6237-53-001 6,184,330.56 .00 6,184,330.56 .00 .00 6,184,330.56 6,152,666.91 31,663.65 ---------------------------------------------------------------------------------------------------------------------------------- 0********************************** TOTALS ***************************************************************************** TOTAL AMOUNT .00 % DIFFERENCE LESS TOTAL LESS LIQ DIFFERENCE LESS PREV AMOUNT DUE WORK DONE RETAINAGE SPL DEDUCTS DAMAGE PAYMENTS THIS EST ********************************************************************************************************************************** 6,184,330.56 .00 6,184,330.56 .00 .00 6,184,330.56 6,152,666.91 31,663.65 ---------------------------------------------------------------------------------------------------------------------------------- 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 11112241 MGR.NO. 003 PAGE 001 CONT 6237 SEC 53 JOB 001 RES ENGR MARTINEZ, NELDA PROJ EMC - 623753001 HWY FM0133 1817 BOB BULLOCK LP LARED CNTY DIMMIT DIST 22 CONTRACT PRICE $ 3,257,335.20 REPORT DATE 11/14/2012 07.35.48 CONTRACTOR HUNTER INDUSTRIES, LTD. 9560 EST PERIOD NOV 16,2011 TO OCT 01,2012 EST NO 012 & FINAL ********************************************************************************************************************* - CONTROL PROJECT DISTRICT HIGHWAY COUNTY 6237-53-001 EMC - 623753001 22 FM0133 DIMMIT -LIMITS - US 83 LASALLE COUNTY LINE LINE ITEM ESTIMATED WORK DONE CONTRACT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITIES THIS ESTIMATE PRICE($) ($) 0 175 0500 MOBILIZATION LS 1.000 0.100 296,782.850 29,678.29 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 355 9000* D-GR HMA (QCQA) TY-C SAC-B TON 0.000 23.490 84.520 1,985.37 PG70-22 0 * ITEMS ADDED IN ACCORDANCE WITH STANDARD SPECIFICATIONS OR BY SUPPLEMENTAL AGREEMENTS 0 --------------- - TOTAL BID ITEMS DONE THIS ESTIMATE - $ 31,663.66 0 TOTAL AMOUNT WORK DONE TO DATE - $ 6,184,330.56