PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 08/26/03 EST. NO.12 TIME 09:15 AM R.E. NAME: ROGERS, JIM 02-3016U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0078 397.74 E.W. @ F.A.(+) 032803 N 0140 0 0079 397.74 033103 N 0141 0 0080 437.26 100802 N 0080 0 0081 571.24 100802 N 0081 0 0082 403.77 100902 N 0082 0 0083 437.26 100902 N 0083 0 0084 437.26 101002 N 0084 0 0085 437.26 101402 N 0085 0 0086 302.83 102202 N 0086 0 0087 604.73 102302 N 0087 0 0088 437.26 010703 N 0088 0 0089 403.77 010803 N 0089 0 0090 403.77 012903 N 0090 0 0091 504.25 013003 N 0091 0 0092 403.77 012803 N 0092 0 0093 403.77 022603 N 0093 0 0094 571.24 022703 N 0094 0 0095 397.74 021403 N 0105 0 0096 430.44 021803 N 0106 0 0097 537.74 021803 N 0097 0 0098 198.86 021903 N 0107 0 0099 201.89 021903 N 0099 0 0100 430.44 022003 N 0108 0 0101 571.24 022003 N 0101 0 0102 397.74 022103 N 0109 0 0103 378.54 022103 N 0103 0 0104 355.87 022403 N 0110 0 0105 463.16 022503 N 0111 0 0106 372.22 022603 N 0112 0 0107 495.87 022703 N 0113 0 0108 397.74 022803 N 0114 0 0109 621.50 030103 N 0115 0 0110 495.87 030303 N 0116 0 0111 430.44 030403 N 0117 0 0112 463.16 030503 N 0118 0 0113 430.44 030603 N 0119 0 0114 397.74 030703 N 0120 0 0115 397.74 031003 N 0121 0 0116 495.87 031103 N 0122 0 0117 397.74 031203 N 0123 0 0118 397.74 031303 N 0124 0 0119 397.74 031703 N 0126 0 0120 397.74 031803 N 0127 0 0121 397.74 031903 N 0128 0 0122 397.74 032003 N 0129 0 0123 495.87 032103 N 0130 0 0124 795.48 032403 N 0131 0 0125 397.74 032403 N 0132 0 0126 495.87 032503 N 0135 0 0127 893.60 032503 N 0136 0 0128 397.74 032603 N 0137 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 08/26/03 EST. NO.12 TIME 09:15 AM R.E. NAME: ROGERS, JIM 02-3016U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0129 397.74 032603 N 0138 0 0130 745.76 032703 N 0139 0 0131 404.26 040103 N 0143 0 0132 404.26 040203 N 0144 0 0133 404.26 040303 N 0145 0 0134 151.60 040403 N 0146 0 0135 404.26 040703 N 0147 0 0136 404.26 040803 N 0148 0 0137 404.26 040903 N 0149 0 0138 404.26 041003 N 0150 0 0139 767.29 041103 N 0151 0 0140 404.26 041403 N 0152 0 0141 447.43 041503 N 0153 0 0142 404.26 041503 N 0154 0 0143 404.26 041603 N 0155 0 0144 404.26 041703 N 0156 0 0145 353.72 041803 N 0157 0 0146 515.22 042103 N 0158 0 0147 404.26 042203 N 0159 0 0148 494.20 042203 N 0160 0 0150 414.15 042303 N 0162 0 0151 414.15 042503 N 0163 0 0152 254.72 042803 N 0164 0 0153 595.27 042803 N 0165 0 0154 404.26 043003 N 0166 0 0155 662.07 043003 N 0167 0 0156 1,039.41 050103 N 0168 0 0157 874.48 050203 N 0169 0 0158 296.87 050303 N 0170 0 0159 470.22 050903 N 0176 0 0160 650.69 051203 N 0177 0 0161 735.24 051303 N 0178 0 0162 691.96 051403 N 0179 0 0163 732.71 051503 N 0180 0 0164 831.66 051603 N 0181 0 0165 1,039.40 052003 N 0183 0 0166 77.45 052003 N 0184 0 0167 874.48 052103 N 0185 0 0168 808.51 052203 N 0186 0 0169 202.12 052303 N 0187 0 0170 874.48 052703 N 0188 0 0171 907.46 052803 N 0189 0 0172 956.94 052903 N 0190 0 0173 606.38 053003 N 0191 0 0174 569.18 050503 N 0172 0 0175 503.21 050503 N 0171 0 0176 989.92 050603 N 0173 0 0177 602.16 050703 N 0174 0 0178 437.24 050803 N 0175 0 0179 569.18 051903 N 0182 0 0180 439.75 100702 N 1800 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 08/26/03 EST. NO.12 TIME 09:15 AM R.E. NAME: ROGERS, JIM 02-3016U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0181 537.74 100702 N 1810 0 0182 302.83 021403 N 1820 0 51,870.28 TOTAL THIS ESTIMATE 30,339.98 TOTAL PREVIOUS ESTIMATE 82,210.26 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 08/26/03 EST. NO.12 TIME 09:15 AM R.E. NAME: ROGERS, JIM 02-3016U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 09:15 AM ESTIMATE NO. 12 BID OPENING 05/29/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 08/26/03 LOCATION PROGRESS ESTIMATE 02-PLU-70-3.0/7.0 ----------------- AMERICAN CIVIL CONSTRUCTORS IN BUTTE, PLUMAS AND LASSEN WEST COAST INC COUNTIES AT VARIOUS LOCATIONS 3701 MALLARD DR BENICIA CA 94510 FED. AID NO. STP-P070(74)E ,ACBH-P070(74)E ,AC-P070(74)E BRIDGE REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.500 7,500.00 02 TEMPORARY FENCE M 20.0000 5,000.00 1.058 21.16 253.552 5,071.04 S) (ENVIRONMENTALLY SENSITIVE AREA) 03 TEMPORARY SUPPORT LS 300,000.0000 300,000.00 0.000 0.00 04 TEMPORARY DECK BRIDGING LS 200,000.0000 200,000.00 0.050 10,000.00 05 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.009 225.00 0.827 20,675.00 S) 06 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.360 180,000.00 S) 07 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 24,000.00 261.637 1,308.19 1,323.557 6,617.79 S) 08 TEMPORARY PAVEMENT MARKING (TAPE) M2 120.0000 3,000.00 0.155 18.60 10.393 1,247.16 S) 09 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 13,200.00 1.070 42.80 71.700 2,868.00 S) 10 TEMPORARY SIGNAL SYSTEM (LOCATION 1) LS 100,000.0000 100,000.00 0.012 1,200.00 0.767 76,700.00 S) 11 TEMPORARY SIGNAL SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 0.012 1,200.00 0.772 77,200.00 S) 12 TEMPORARY SIGNAL SYSTEM (LOCATION 3) LS 100,000.0000 100,000.00 0.012 1,200.00 0.772 77,200.00 S) 13 TEMPORARY SIGNAL SYSTEM (LOCATION 4) LS 100,000.0000 100,000.00 0.012 1,200.00 0.772 77,200.00 S) 14 TEMPORARY SIGNAL SYSTEM (LOCATION 5) LS 100,000.0000 100,000.00 0.012 1,200.00 0.812 81,200.00 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 90,000.00 6.710 67,100.00 S) 16 TEMPORARY RAILING (TYPE K) M 40.0000 72,000.00 173.729 6,949.16 495.215 19,808.60 S) 17 TEMPORARY CRASH CUSHION MODULE EA 300.0000 63,000.00 36.503 10,950.90 61.567 18,470.10 18 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 5,000.0000 5,000.00 0.012 60.00 0.772 3,860.00 S) 19 REMOVE METAL BEAM GUARD RAILING M 50.0000 17,500.00 42.000 2,100.00 107.530 5,376.50 20 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 6.0000 18,300.00 2,956.790 17,740.74 STRIPE 21 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 270.00 0.000 0.00 22 REMOVE CONCRETE DECK SURFACE M2 50.0000 63,500.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 09:15 AM ESTIMATE NO. 12 BID OPENING 05/29/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE RIVET EA 35.0000 499,100.00 840.000 29,400.00 2,844.000 99,540.00 24 PREPARE CONCRETE BRIDGE DECK SURFACE M2 4.0000 1,560.00 0.000 0.00 25 REMOVE CONCRETE BARRIER (TYPE K) M 200.0000 13,000.00 0.000 0.00 26 CLEAN BRIDGE DECK M2 3.0000 5,370.00 0.000 0.00 27 BRIDGE REMOVAL (PORTION), LOCATION A LS 155,000.0000 155,000.00 0.410 63,550.00 28 BRIDGE REMOVAL (PORTION), LOCATION B LS 65,000.0000 65,000.00 0.000 0.00 29 BRIDGE REMOVAL (PORTION), LOCATION C LS 63,000.0000 63,000.00 0.000 0.00 30 BRIDGE REMOVAL (PORTION), LOCATION D LS 98,000.0000 98,000.00 0.600 58,800.00 31 BRIDGE REMOVAL (PORTION), LOCATION E LS 37,000.0000 37,000.00 0.000 0.00 32 CLEARING AND GRUBBING LS 1,000.0000 1,000.00 1.000 1,000.00 33 ROADWAY EXCAVATION M3 200.0000 36,000.00 99.220 19,844.00 34 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 35 STRUCTURE EXCAVATION (BRIDGE) M3 1,000.0000 15,000.00 0.000 0.00 F) 36 STRUCTURE EXCAVATION (TYPE D) M3 1,000.0000 45,000.00 45.000 45,000.00 F) 37 STRUCTURE EXCAVATION (ROCK) M3 700.0000 252,000.00 355.000 248,500.00 F) 38 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 23,000.00 0.000 0.00 F) 39 FIBER (EROSION CONTROL) KG 10.0000 1,800.00 0.000 0.00 S) 40 COMPOST (EROSION CONTROL) KG 8.0000 3,680.00 0.000 0.00 S) 41 PURE LIVE SEED (EROSION CONTROL) KG 200.0000 4,400.00 0.000 0.00 S) 42 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 200.0000 8,800.00 0.000 0.00 S) 43 STABILIZING EMULSION (EROSION CONTROL) KG 10.0000 360.00 0.000 0.00 S) 44 CLASS 2 AGGREGATE BASE M3 100.0000 9,300.00 72.250 7,225.00 45 ASPHALT CONCRETE (TYPE A) TONN 150.0000 31,500.00 86.360 12,954.00 46 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 100.0000 59,000.00 310.240 31,024.00 AREA) 47 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 20,000.0000 740,000.00 35.150 703,000.00 S) PILING 48 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 50,000.0000 50,000.00 3.400 170,000.00 S) PILING (ROCK SOCKET) 49 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 20,000.0000 660,000.00 15.675 313,500.00 S) PILING PROGRAM CAS145 PAGE 3 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 09:15 AM ESTIMATE NO. 12 BID OPENING 05/29/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 30,000.0000 150,000.00 2.000 60,000.00 S) PILING (ROCK SOCKET) 51 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 20,000.0000 680,000.00 0.000 0.00 S) PILING 52 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 30,000.0000 300,000.00 0.000 0.00 S) PILING (ROCK SOCKET) 53 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 20,000.0000 860,000.00 20.425 408,500.00 S) PILING 54 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 30,000.0000 210,000.00 3.200 96,000.00 S) PILING (ROCK SOCKET) 55 1.2 M PERMANENT STEEL CASING M 2,000.0000 28,000.00 36.200 72,400.00 S) 56 1.5 M PERMANENT STEEL CASING M 2,000.0000 30,000.00 36.000 72,000.00 S) 57 1.8 M PERMANENT STEEL CASING M 2,000.0000 66,000.00 0.000 0.00 S) 58 2.1 M PERMANENT STEEL CASING M 2,000.0000 52,000.00 0.000 0.00 S) 59 PRESTRESSING CAST-IN-PLACE CONCRETE LS 50,000.0000 50,000.00 0.000 0.00 S) 60 PRESTRESSING LS 100,000.0000 100,000.00 0.000 0.00 S) 61 TIEBACK ANCHOR EA 10,000.0000 10,000.00 0.000 0.00 S) 62 TIEDOWN ANCHOR EA 6,500.0000 598,000.00 60.000 390,000.00 S) 63 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 1,000.0000 60,000.00 135.010 135,010.00 F) 64 STRUCTURAL CONCRETE, BRIDGE M3 1,500.0000 1,740,000.00 17.020 25,530.00 521.190 781,785.00 F) 65 DRILL AND BOND DOWEL M 40.0000 40,400.00 14.500 580.00 326.990 13,079.60 66 CORE AND BOND DOWEL (EPOXY CARTRIDGE) EA 60.0000 19,320.00 0.000 0.00 S) 67 DRILLED HOLE (25 MM) M 200.0000 3,800.00 15.360 3,072.00 68 DRILLED HOLE (50 MM) M 300.0000 27,000.00 57.160 17,148.00 57.950 17,385.00 69 FURNISH POLYESTER CONCRETE OVERLAY M3 3,000.0000 87,000.00 0.000 0.00 70 PLACE POLYESTER CONCRETE OVERLAY M2 20.0000 22,800.00 0.000 0.00 F) 71 CORE CONCRETE (0 - 50 MM) M 200.0000 8,600.00 15.360 3,072.00 S) 72 CORE CONCRETE (51 MM - 100 MM) M 400.0000 400.00 0.000 0.00 S) 73 CORE CONCRETE (151 MM - 200 MM) M 400.0000 3,200.00 3.660 1,464.00 S) 74 CORE AND BOND THREADED ROD M 300.0000 78,000.00 56.220 16,866.00 S) 75 REPLACE BEARING EA 5,000.0000 20,000.00 0.000 0.00 S) 76 REPLACE BEARING ASSEMBLY EA 20,000.0000 80,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 09:15 AM ESTIMATE NO. 12 BID OPENING 05/29/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 JOINT SEAL (MR 30 MM) M 100.0000 1,600.00 0.000 0.00 S) 78 JOINT SEAL ASSEMBLY (MR 80 MM) M 100.0000 1,700.00 3.400 340.00 S) 79 JOINT SEAL (MR 50 MM) M 100.0000 4,900.00 0.000 0.00 S) 80 BAR REINFORCING STEEL (BRIDGE) KG 2.2000 357,940.00 1,823.180 4,011.00 57,618.460 126,760.61 SF) 81 BAR REINFORCING STEEL (EPOXY COATED) KG 3.2000 215,360.00 31,379.040 100,412.93 SF)(BRIDGE) 82 TREAT BRIDGE DECK M2 5.0000 8,950.00 0.000 0.00 F) 83 FURNISH BRIDGE DECK TREATMENT MATERIAL L 100.0000 65,000.00 0.000 0.00 84 FURNISH STRUCTURAL STEEL (BRIDGE) KG 6.0000 844,800.00 5,078.850 30,473.10 29,074.050 174,444.30 SF) 85 ERECT STRUCTURAL STEEL (BRIDGE) KG 18.0000 2,534,400.00 18,776.600 337,978.80 SF) 86 CLEAN AND PAINT STRUCTURAL STEEL LS 400,000.0000 400,000.00 0.024 9,600.00 0.302 120,800.00 S) 87 CLEAN AND PAINT STRUCTURAL STEEL LS 2400,000.0000 2,400,000.00 0.011 26,400.00 0.087 208,800.00 S) (EXISTING BRIDGE) 88 CLEAN AND PAINT PERMANENT STEEL CASING LS 100,000.0000 100,000.00 0.500 50,000.00 S) 89 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 300.0000 954,000.00 7.469 2,240.70 686.607 205,982.10 S) 90 WORK AREA MONITORING LS 100,000.0000 100,000.00 0.042 4,200.00 0.426 42,600.00 S) 91 MISCELLANEOUS METAL KG 15.0000 18,000.00 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) 92 MISCELLANEOUS METAL KG 20.0000 34,800.00 1,740.000 34,800.00 SF)(RESTRAINER - ROD TYPE) 93 MISCELLANEOUS METAL (BRIDGE) KG 20.0000 57,600.00 0.000 0.00 SF) 94 OBJECT MARKER (TYPE P) EA 75.0000 1,425.00 0.000 0.00 95 OBJECT MARKER (TYPE L-1) EA 50.0000 350.00 0.000 0.00 96 METAL BEAM GUARD RAILING (WOOD POST) M 100.0000 25,000.00 0.000 0.00 S) 97 METAL TUBE RAILING (TYPE 19 MODIFIED) M 200.0000 136,000.00 111.000 22,200.00 111.000 22,200.00 SF) 98 CONCRETE BARRIER (TYPE 27) M 200.0000 12,400.00 0.000 0.00 99 CONCRETE BARRIER (TYPE 27 MODIFIED) M 200.0000 84,200.00 0.000 0.00 F) 00 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 24,200.00 0.000 0.00 S) 01 PAINT TRAFFIC STRIPE (2-COAT) M 4.9500 22,770.00 0.000 0.00 S) 02 PAINT PAVEMENT MARKING (2-COAT) M2 27.0000 108.00 0.000 0.00 S) 03 HIGHWAY ADVISORY RADIO SYSTEM LS 80,000.0000 80,000.00 1.000 80,000.00 S) (LOCATION 1) PROGRAM CAS145 PAGE 5 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 09:15 AM ESTIMATE NO. 12 BID OPENING 05/29/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 HIGHWAY ADVISORY RADIO SYSTEM LS 80,000.0000 80,000.00 0.997 79,760.00 S) (LOCATION 2) 05 SEISMIC ISOLATION BEARING EA 0.0000 0.00 0.000 0.00 S) (FRICTION PENDULUM BEARINGS) 06 SEISMIC ISOLATION BEARING EA 3,000.0000 12,000.00 0.000 0.00 S) (LEAD CORE RUBBER BEARINGS) PROGRAM CAS145 PAGE 6 DATE 08/26/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3016U4 TIME 09:15 AM ESTIMATE NO. 12 BID OPENING 05/29/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 08/26/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 199,458.61 6,187,284.27 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 51,870.28 82,210.26 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 251,328.89 6,269,494.53 07 MOBILIZATION LS 2000,000.0000 2,000,000.00 0.950 1,900,000.00 ORIGINAL CONTRACT AMOUNT 20,696,663.00 TOTAL WORK COMPLETED 251,328.89 8,169,494.53 MATERIALS ON HAND ON SITE 18,574.11 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 251,328.89 8,188,068.64 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 08/12/02 400 09/16/02 08/27/02 09/02/04 142 102 0 0 38% 36% PROGRESS IS SATISFACTORY ROGERS, JIM RESIDENT ENGINEER PROGRAM CAS145 DATE 08/26/03