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 08/22/02 EST. NO.13 TIME 03:52 PM R.E. NAME: ACTON, STEVE 01-301704 --------------------------------------------------------------------------- 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 0016 21,981.58 E.W. @ U.P (+) 060702 N 016 0 0017 29,445.34 062102 N 017 0 011 0001 280.35 E.W. @ F.A.(+) 062702 N 001 0 0002 1,036.46 062802 N 002 0 023 0001 268.67 E.W. @ F.A.(+) 060702 N 001 0 0003 608.76 062002 N 006 0 0004 348.21 061902 N 005 0 0005 1,392.79 061802 N 004 0 0006 1,458.58 061702 N 003 0 0007 40,668.96 061802 N 011 0 0008 308.98 061202 N 002 0 0009 2,224.29 062602 N 009 0 0010 1,121.28 062702 N 010 0 0011 5,122.63 062402 N 007 0 106,266.88 TOTAL THIS ESTIMATE 247,033.16 TOTAL PREVIOUS ESTIMATE 353,300.04 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 08/22/02 EST. NO.13 TIME 03:52 PM R.E. NAME: ACTON, STEVE 01-301704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE BASLINE SUBMTL -51,038.25 02 RET BASELINE SUBMTL 51,038.25 03 FAILURE COMPLY SWPPP -55,825.00 05 FAIL TO COMPLY SWPPP -37,329.40 06 RESTAKING FEES -2,400.00 06 FAILURE COMPLY SWPPP -104,048.54 07 COMPLY WITH SWPPP 197,202.94 08 RESTAKING CHARGES -2,200.00 09 0.00 -4,600.00 LABOR COMPLIANCE VIOLATION PAYROLL DISCREPANCY -10,000.00 11 PAYROLL DISCREPANCY -10,000.00 12 PAYROLL DISCREPANCY -10,000.00 13 -10,000.00 -30,000.00 TOTAL DEDUCTIONS -10,000.00 -34,600.00 PROGRAM CAS145 PAGE 1 DATE 08/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-301704 TIME 03:52 PM ESTIMATE NO. 13 BID OPENING 05/22/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/02 R.E. NAME: ACTON, STEVE DATE OF THIS ESTIMATE 08/22/02 LOCATION PROGRESS ESTIMATE 01-MEN-101-5.7/9.2 ----------------- PARNUM PAVING INC IN MENDOCINO COUNTY NEAR HOPLAND 1324 SOUTH STATE STREET FROM 0.2 KM SOUTH OF PIETA CREEK UKIAH CA 95482 BRIDGE TO RUSSIAN RIVER BRIDGE FED. AID NO. ACNH-P101(969)E CONSTRUCT 4 LANE EXPRESSWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 ASBESTOS SOILS PLAN AND MONITORING LS 100,000.0000 100,000.00 0.037 3,700.00 0.537 53,700.00 002 PROGRESS SCHEDULE (CRITICAL PATH) LS 6,000.0000 6,000.00 0.500 3,000.00 003 TIME-RELATED OVERHEAD WDAY 1,200.0000 360,000.00 22.000 26,400.00 142.000 170,400.00 004 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 005 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 0.725 72,500.00 (STORM WATER POLLUTION PREVENTION PLAN) 006 CONSTRUCTION AREA SIGNS LS 8,600.0000 8,600.00 0.140 1,204.00 0.567 4,876.20 007 TRAFFIC CONTROL SYSTEM LS 215,000.0000 215,000.00 0.073 15,695.00 0.473 101,695.00 008 TYPE III BARRICADE EA 140.0000 840.00 0.000 0.00 009 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7500 12,375.00 2,356.000 1,767.00 010 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 6,250.00 0.000 0.00 011 TEMPORARY PAVEMENT MARKER EA 4.8500 7,275.00 118.000 572.30 416.000 2,017.60 012 PORTABLE CHANGEABLE MESSAGE SIGN EA 25,000.0000 50,000.00 0.146 3,650.00 0.946 23,650.00 013 TEMPORARY FLASHING BEACON EA 5,200.0000 10,400.00 2.000 10,400.00 (S) (SOLAR POWERED) 014 TEMPORARY RAILING (TYPE K) M 60.0000 213,600.00 1,292.400 77,544.00 1,292.400 77,544.00 015 TEMPORARY CRASH CUSHION MODULE EA 200.0000 26,000.00 0.000 0.00 016 TEMPORARY TRAFFIC SCREEN M 15.0000 53,400.00 0.000 0.00 017 ABANDON CULVERT EA 400.0000 11,600.00 2.000 800.00 20.000 8,000.00 018 ABANDON RISER EA 100.0000 100.00 1.000 100.00 019 OBLITERATE SURFACING M2 3.0000 17,670.00 0.000 0.00 020 REMOVE FENCE M 8.2000 48,380.00 4,813.000 39,466.60 021 REMOVE METAL BEAM GUARD RAILING M 16.0000 2,080.00 61.600 985.60 61.600 985.60 PROGRAM CAS145 PAGE 2 DATE 08/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-301704 TIME 03:52 PM ESTIMATE NO. 13 BID OPENING 05/22/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/02 R.E. NAME: ACTON, STEVE DATE OF THIS ESTIMATE 08/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 022 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 16,000.00 3,917.700 15,670.80 6,230.700 24,922.80 023 REMOVE CULVERT EA 3,000.0000 57,000.00 5.000 15,000.00 024 REMOVE INLET EA 400.0000 5,600.00 1.000 400.00 5.000 2,000.00 025 REMOVE HEADWALL EA 450.0000 12,150.00 16.000 7,200.00 026 SALVAGE ROADSIDE SIGN EA 50.0000 650.00 0.000 0.00 027 RESET MAILBOX EA 200.0000 400.00 0.000 0.00 028 RESET ROADSIDE SIGN (ONE POST) EA 75.0000 225.00 0.000 0.00 029 RESET ROADSIDE SIGN (TWO POST) EA 100.0000 700.00 0.000 0.00 030 RELOCATE GATE EA 800.0000 1,600.00 0.000 0.00 031 RELOCATE CATTLE GUARD EA 2,500.0000 2,500.00 0.000 0.00 032 RELOCATE ROADSIDE SIGN-ONE POST EA 75.0000 525.00 0.000 0.00 033 RELOCATE ROADSIDE SIGN-TWO POST EA 200.0000 400.00 0.000 0.00 034 REMOVE CONCRETE EA 800.0000 6,400.00 1.000 800.00 035 BRIDGE REMOVAL LS 47,000.0000 47,000.00 0.000 0.00 036 RESET TEMPORARY RAILING (TYPE K) M 4.5000 8,820.00 0.000 0.00 037 CLEARING AND GRUBBING LS 81,000.0000 81,000.00 1.000 81,000.00 038 ROADWAY EXCAVATION M3 7.9000 2,496,400.00 60,233.000 475,840.70 300,185.000 2,371,461.50 039 STRUCTURE EXCAVATION (BRIDGE) M3 20.0000 13,200.00 660.000 13,200.00 (F) 040 STRUCTURE BACKFILL (BRIDGE) M3 120.0000 34,800.00 290.000 34,800.00 (F) 041 SLURRY CEMENT BACKFILL M3 140.0000 28,000.00 130.000 18,200.00 042 SAND BACKFILL M3 250.0000 45,000.00 26.700 6,675.00 173.300 43,325.00 043 STRAW (EROSION CONTROL) TONN 280.0000 14,560.00 4.360 1,220.80 (S) 044 FIBER (EROSION CONTROL) TONN 700.0000 9,100.00 0.816 571.20 (S) 045 COMPOST (EROSION CONTROL) TONN 600.0000 23,400.00 1.720 1,032.00 (S) 046 PURE LIVE SEED (EROSION CONTROL) KG 50.0000 62,500.00 78.000 3,900.00 (S) 047 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.5000 1,140.00 158.800 79.40 (S) 048 STABILIZING EMULSION (EROSION CONTROL) KG 2.1000 5,460.00 181.400 380.94 (S) PROGRAM CAS145 PAGE 3 DATE 08/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-301704 TIME 03:52 PM ESTIMATE NO. 13 BID OPENING 05/22/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/02 R.E. NAME: ACTON, STEVE DATE OF THIS ESTIMATE 08/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 049 FINISHING ROADWAY LS 5,000.0000 5,000.00 0.000 0.00 050 CLASS 2 AGGREGATE SUBBASE M3 23.5000 1,123,300.00 8,703.160 204,524.26 15,333.910 360,346.89 051 CLASS 2 AGGREGATE BASE M3 34.8000 1,134,480.00 3,465.100 120,585.48 7,423.020 258,321.10 052 ASPHALT TREATED PERMEABLE BASE M3 98.0000 776,160.00 907.200 88,905.60 907.200 88,905.60 053 ASPHALT CONCRETE (OPEN GRADED) TONN 64.0000 436,480.00 0.000 0.00 054 ASPHALT CONCRETE (TYPE B) TONN 48.0500 2,854,170.00 4,136.180 198,743.45 4,559.020 219,060.91 055 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 31,500.00 0.000 0.00 AREA) 056 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.4000 6,768.00 0.000 0.00 057 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.4000 96.00 0.000 0.00 058 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.4000 7,296.00 0.000 0.00 059 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 24.00 0.000 0.00 060 RUMBLE STRIP STA 18.0000 1,980.00 0.000 0.00 061 RUMBLE STRIP (GROUND-IN) STA 60.0000 6,000.00 0.000 0.00 062 LIQUID ASPHALT, MC-250 (PRIME COAT) TONN 640.0000 61,440.00 14.240 9,113.60 063 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 780.0000 588,900.00 716.370 558,768.60 (S) PILING 064 610 MM PERMANENT STEEL CASING M 200.0000 160,000.00 705.000 141,000.00 (S) 065 PRESTRESSING CAST-IN-PLACE CONCRETE LS 31,000.0000 31,000.00 1.000 31,000.00 (S) 066 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 56,000.00 140.000 56,000.00 (F) 067 STRUCTURAL CONCRETE, BRIDGE M3 500.0000 390,000.00 780.000 390,000.00 (F) 068 STRUCTURAL CONCRETE, APPROACH SLAB M3 300.0000 13,500.00 45.000 13,500.00 45.000 13,500.00 (F) (TYPE EQ) 069 MINOR CONCRETE (MINOR STRUCTURE) M3 1,172.0000 91,416.00 4.500 5,274.00 32.900 38,558.80 (F) 070 MINOR CONCRETE (INVERT PAVING) M3 550.0000 3,300.00 6.000 3,300.00 071 MINOR CONCRETE (BACKFILL) M3 230.0000 690.00 0.000 0.00 072 JOINT SEAL (MR 40 MM) M 153.0000 8,262.00 0.000 0.00 (S) 073 BAR REINFORCING STEEL (BRIDGE) KG 1.3500 150,525.00 98,848.000 133,444.80 (SF) 074 ROADSIDE SIGN - ONE POST EA 275.0000 1,925.00 0.000 0.00 075 ROADSIDE SIGN - TWO POST EA 300.0000 600.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 08/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-301704 TIME 03:52 PM ESTIMATE NO. 13 BID OPENING 05/22/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/02 R.E. NAME: ACTON, STEVE DATE OF THIS ESTIMATE 08/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 076 200 MM ALTERNATIVE PIPE CULVERT M 70.0000 4,900.00 70.000 4,900.00 077 600 MM ALTERNATIVE PIPE CULVERT M 468.0000 528,840.00 35.800 16,754.40 1,040.048 486,742.46 078 750 MM ALTERNATIVE PIPE CULVERT M 497.0000 43,736.00 87.900 43,686.30 079 900 MM ALTERNATIVE PIPE CULVERT M 246.0000 31,980.00 95.100 23,394.60 080 1050 MM ALTERNATIVE PIPE CULVERT M 497.0000 19,880.00 18.300 9,095.10 081 1200 MM ALTERNATIVE PIPE CULVERT M 571.0000 85,650.00 122.600 70,004.60 082 1350 MM ALTERNATIVE PIPE CULVERT M 320.0000 5,440.00 16.500 5,280.00 083 450 MM CORRUGATED STEEL PIPE CONDUIT M 324.0000 12,312.00 18.000 5,832.00 18.000 5,832.00 (2.77 MM THICK) 084 200 MM PERFORATED PLASTIC PIPE M 41.5000 415.00 22.200 921.30 085 80 MM PLASTIC PIPE (EDGE DRAIN) M 22.0000 141,020.00 500.000 11,000.00 1,575.000 34,650.00 086 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 46.5000 39,525.00 92.000 4,278.00 087 FURNISH AND INSTALL DRAIN PIPE M 3.2000 2,624.00 760.000 2,432.00 (HORIZONTAL DRAIN) 088 DRILL HOLE (HORIZONTAL DRAIN) M 55.0000 39,600.00 760.000 41,800.00 089 200 MM COLLECTOR SYSTEM M 58.0000 16,820.00 0.000 0.00 (HORIZONTAL DRAIN) 090 FILTER FABRIC M2 3.0000 600.00 125.000 375.00 091 CLASS 1 PERMEABLE MATERIAL M3 60.0000 2,820.00 30.730 1,843.80 092 200 MM ALTERNATIVE PIPE UNDERDRAIN M 109.0000 291,030.00 597.000 65,073.00 1,691.800 184,406.20 093 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 474.0000 99,540.00 110.060 52,168.44 (2.77 MM THICK) 094 1050 MM CORRUGATED STEEL PIPE DOWNDRAIN M 250.0000 2,000.00 0.000 0.00 (2.77 MM THICK) 095 1200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 337.0000 7,414.00 0.000 0.00 (2.77 MM THICK) 096 300 MM BITUMINOUS COATED CORRUGATED M 216.0000 32,400.00 0.000 0.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 097 300 MM BITUMINOUS COATED ENTRANCE TAPER EA 312.0000 9,672.00 0.000 0.00 098 1050 MM CSP DOWNDRAIN SLIP JOINT EA 600.0000 600.00 0.000 0.00 099 1200 MM CSP DOWNDRAIN SLIP JOINT EA 720.0000 720.00 0.000 0.00 100 300 MM ANCHOR ASSEMBLY EA 235.0000 9,870.00 0.000 0.00 101 CABLE ANCHORAGE SYSTEM M 59.0000 15,340.00 12.000 708.00 PROGRAM CAS145 PAGE 5 DATE 08/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-301704 TIME 03:52 PM ESTIMATE NO. 13 BID OPENING 05/22/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/02 R.E. NAME: ACTON, STEVE DATE OF THIS ESTIMATE 08/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 102 750 MM WELDED STEEL PIPE (6.35 MM THICK) M 356.0000 12,816.00 18.000 6,408.00 36.000 12,816.00 103 1050 MM WELDED STEEL PIPE M 941.0000 38,581.00 41.000 38,581.00 (6.35 MM THICK) 104 1200 MM WELDED STEEL PIPE M 1,230.0000 47,970.00 39.000 47,970.00 (9.53 MM THICK) 105 600 MM STEEL FLARED END SECTION EA 230.0000 2,760.00 7.000 1,610.00 106 ROCK SLOPE PROTECTION M3 880.0000 17,600.00 0.000 0.00 (FACING, METHOD B) 107 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 80.0000 237,600.00 45.300 3,624.00 1,704.220 136,337.60 108 ROCK SLOPE PROTECTION FABRIC M2 4.1000 25,912.00 146.300 599.83 3,229.300 13,240.13 109 MISCELLANEOUS IRON AND STEEL KG 3.0000 5,832.00 0.000 0.00 (SF) 110 FENCE (TYPE WM, METAL POST) M 24.5000 45,815.00 500.800 12,269.60 (S) 111 FENCE (TYPE WM, SPECIAL) M 51.5000 183,340.00 2,380.000 122,570.00 (S) 112 METAL GATE EA 1,000.0000 2,000.00 0.000 0.00 (S) 113 DELINEATOR (CLASS 1) EA 50.0000 4,800.00 0.000 0.00 114 MILEPOST MARKER EA 40.0000 560.00 0.000 0.00 115 MARKER (CULVERT) EA 40.0000 3,280.00 0.000 0.00 116 GUARD RAILING DELINEATOR EA 12.0000 264.00 0.000 0.00 117 METAL BEAM GUARD RAILING M 49.0000 31,360.00 0.000 0.00 (S) 118 CONCRETE BARRIER (TYPE 25) M 155.0000 16,585.00 107.000 16,585.00 (F) 119 TERMINAL SECTION (TYPE B) EA 150.0000 300.00 0.000 0.00 (S) 120 TERMINAL SECTION (TYPE C) EA 200.0000 400.00 0.000 0.00 (S) 121 TERMINAL SYSTEM (TYPE SRT) EA 1,900.0000 9,500.00 0.000 0.00 (S) 122 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 500.00 0.000 0.00 (S) 123 THERMOPLASTIC PAVEMENT MARKING M2 63.0000 7,560.00 0.000 0.00 (S) 124 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9500 32,585.00 0.000 0.00 (S) 125 200 MM THERMOPLASTIC TRAFFIC STRIPE M 8.0000 2,800.00 0.000 0.00 (S) 126 PAINT TRAFFIC STRIPE (1-COAT) M 0.2600 2,912.00 2,100.900 546.23 2,100.900 546.23 (S) 127 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.4000 7,320.00 0.000 0.00 (S) 128 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.1000 9,963.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 6 DATE 08/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-301704 TIME 03:52 PM ESTIMATE NO. 13 BID OPENING 05/22/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/02 R.E. NAME: ACTON, STEVE DATE OF THIS ESTIMATE 08/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 129 TRAFFIC MONITORING STATION (COUNT) LS 65,600.0000 65,600.00 0.000 0.00 (S) 130 REMOVE EXISTING TRAFFIC MONITORING LS 2,300.0000 2,300.00 0.000 0.00 (S) STATION (COUNT) PROGRAM CAS145 PAGE 7 DATE 08/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-301704 TIME 03:52 PM ESTIMATE NO. 13 BID OPENING 05/22/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/02 R.E. NAME: ACTON, STEVE DATE OF THIS ESTIMATE 08/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,370,507.65 6,869,309.30 ADJUSTMENT OF COMPENSATION 0.00 45,069.40 EXTRA WORK 106,266.88 308,230.64 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,476,774.53 7,222,609.34 131 MOBILIZATION LS 1453,000.0000 1,453,000.00 0.950 1,380,350.00 ORIGINAL CONTRACT AMOUNT 15,886,475.00 TOTAL WORK COMPLETED 1,476,774.53 8,602,959.34 MATERIALS ON HAND ON SITE 59,459.68 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -34,600.00 TOTAL 1,466,774.53 8,627,819.02 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 07/26/01 300 08/14/01 08/10/01 03/28/03 146 109 0 0 52% 49% PROGRESS IS SATISFACTORY ACTON, STEVE RESIDENT ENGINEER PROGRAM CAS145 DATE 08/22/02