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 12/22/03 EST. NO.20 TIME 01:32 PM R.E. NAME: PRESTON, GUY 01-378014 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0014 546.00 E.W. @ U.P (+) 102603 Y 1079.0 0015 201.60 111603 Y 1080.0 0016 1,152.80 092803 Y 1081.0 006 0022 1,026.38 E.W. @ F.A.(+) 060802 N 71.2 0 016 0053 2,528.11 E.W. @ F.A.(+) 051303 Y 941265 025 0014 96.01 E.W. @ F.A.(+) 101002 N 1064.0 037 0012 303.39 E.W. @ F.A.(+) 073003 Y 1068.0 0013 791.29 103103 Y 1069.0 0014 1,348.87 103003 Y 1070.0 0015 1,205.16 102903 Y 1071.0 0016 1,527.78 102803 Y 1072.0 0017 4,596.20 102703 Y 1073.0 040 0014 288.87 E.W. @ F.A.(+) 081403 Y 1021.0 0015 1,193.35 092903 Y 1022.0 0016 728.29 081803 Y 1023.0 0017 523.75 093003 Y 1024.0 0018 1,129.67 093003 Y 1025.0 043 0001 853.75 E.W. @ F.A.(+) 092903 N 1067.0 0004 1,438.13 092603 N 1062.0 0005 586.04 091803 N 1058.0 0006 624.73 091903 N 1059.0 046 0001 14,154.99 E.W. @ F.A.(+) 111303 Y 1077.0 0002 8,250.00 110603 Y 1076.0 0003 71,645.00 E.W. @ L.S.(+) 111303 N 0003 0 047 0001 250.08 E.W. @ F.A.(+) 092403 Y 1038.0 0008 360.55 092603 Y 1045.0 0009 3,072.78 092603 Y 1046.0 0012 1,384.28 092703 Y 1049.0 0013 528.91 092903 Y 1050.0 0018 61.78 091503 Y 1028.0 0022 4,158.97 091903 Y 1032.0 048 0001 912.54 E.W. @ F.A.(+) 092203 Y 1053.0 127,470.05 TOTAL THIS ESTIMATE 636,236.63 TOTAL PREVIOUS ESTIMATE 763,706.68 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 12/22/03 EST. NO.20 TIME 01:32 PM R.E. NAME: PRESTON, GUY 01-378014 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE BASE LINE CPM -26,299.35 02 RELEASE BASLINE CPM 26,299.35 03 AC OUT OF SPEC -2,432.00 04 ANNUAL EEO REPORT -10,000.00 04 RET OUT OF SPEC AC 2,432.00 05 DISPOSAL AGREEEMNT 10,000.00 08 DISPOSAL AGREEMENT -10,000.00 09 REV DISPOSAL AGRMENT -10,000.00 09 SWPPP SAP -10,000.00 10 REL ANNUAL EEO REPRT 10,000.00 12 REL SWPPP SAP 10,000.00 12 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PAYROLLS VIOLATIONS -10,000.00 05 ADDN'L FOR PAYROLLS -10,000.00 10 RELEASE PAYROLL DED 10,000.00 13 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 12/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-378014 TIME 01:32 PM ESTIMATE NO. 20 BID OPENING 02/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/03 R.E. NAME: PRESTON, GUY DATE OF THIS ESTIMATE 12/22/03 LOCATION RERUN PROGRESS ESTIMATE 01-MEN-1-60.0/60.7 ----------------------- M C M CONSTRUCTION INC IN MENDOCINO COUNTY IN FORT BRAGG P O BOX 620 FROM 0.4 KM SOUTH TO 0.7 KM NORTH NORTH HIGHLANDS CA 95660 OF NOYO RIVER BRIDGE FED. AID NO. STP-P001(476)E ,ACBR-P001(476)E SIESMIC RETROFIT ------------------------------------------------------------------------------------------------------------------------------------ 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 2,500.0000 2,500.00 0.750 1,875.00 02 TIME-RELATED OVERHEAD WDAY 2,500.0000 1,675,000.00 17.000 42,500.00 360.000 900,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 30.0000 12,600.00 263.290 7,898.70 S) 04 4.0 M TEMPORARY CHAIN LINK GATE EA 1,200.0000 1,200.00 0.000 0.00 S) (TYPE CL-1.8) 05 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.750 1,875.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 25,000.0000 25,000.00 0.027 675.00 0.546 13,650.00 07 TEMPORARY SILT FENCE M 100.0000 6,000.00 85.000 8,500.00 08 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.023 172.50 0.582 4,365.00 S) 09 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.026 2,600.00 0.536 53,600.00 S) 10 TYPE III BARRICADE EA 100.0000 1,600.00 9.000 900.00 S) 11 TEMPORARY PAVEMENT MARKING M2 22.0000 264.00 42.510 935.22 S) 12 TEMPORARY TRAFFIC STRIPE (TAPE) M 7.0000 17,360.00 0.000 0.00 S) 13 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.1500 5,186.50 1,686.170 1,939.10 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 7,500.00 14.000 350.00 70.000 1,750.00 S) 15 TEMPORARY PAVEMENT MARKER (TYPE D) EA 3.0000 1,110.00 0.000 0.00 S) 16 TEMPORARY PAVEMENT MARKER (TYPE H) EA 3.0000 282.00 0.000 0.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 60,000.00 0.101 1,515.00 2.143 32,145.00 S) 18 TEMPORARY RAILING (TYPE K) M 55.0000 127,600.00 594.900 32,719.50 S) 19 TEMPORARY CRASH CUSHION MODULE EA 400.0000 8,800.00 22.000 8,800.00 S) 20 TEMPORARY TRAFFIC SCREEN M 6.0000 9,540.00 0.000 0.00 S) 21 REMOVE FENCE M 20.0000 2,200.00 46.810 936.20 S) 22 REMOVE METAL BEAM GUARD RAILING M 20.0000 1,380.00 57.600 1,152.00 S) PROGRAM CAS145 PAGE 2 DATE 12/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-378014 TIME 01:32 PM ESTIMATE NO. 20 BID OPENING 02/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/03 R.E. NAME: PRESTON, GUY DATE OF THIS ESTIMATE 12/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 7,650.00 0.000 0.00 S) STRIPE 24 REMOVE PAINTED TRAFFIC STRIPE M 2.3000 5,704.00 0.000 0.00 S) 25 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.6000 1,950.00 0.000 0.00 S) 26 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 11.0000 1,980.00 0.000 0.00 S) 27 REMOVE CULVERT M 80.0000 1,600.00 15.000 1,200.00 28 REMOVE BASE AND SURFACING M3 20.0000 6,600.00 0.000 0.00 29 SALVAGE ROADSIDE SIGN EA 250.0000 500.00 0.000 0.00 30 RELAY CULVERT M 150.0000 2,250.00 0.000 0.00 31 RELAY PIPE DOWNDRAIN M 100.0000 1,400.00 5.000 500.00 32 RESET ROADSIDE SIGN (ONE POST) EA 300.0000 2,100.00 0.000 0.00 33 RESET ROADSIDE SIGN (TWO POST) EA 400.0000 800.00 0.000 0.00 34 RELOCATE ROADSIDE SIGN-ONE POST EA 500.0000 1,000.00 0.000 0.00 35 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 10.0000 2,900.00 0.000 0.00 S) (25 MM MAXIMUM) 36 REMOVE CONCRETE CURB M 20.0000 620.00 30.300 606.00 37 REMOVE CONCRETE SIDEWALK M 150.0000 4,950.00 19.000 2,850.00 38 REMOVE CONCRETE BARRIER (TYPE K) M 70.0000 2,590.00 36.600 2,562.00 39 REMOVE CONCRETE (MISCELLANEOUS) M3 500.0000 950.00 1.830 915.00 40 BRIDGE REMOVAL LS 500,000.0000 500,000.00 0.082 41,000.00 41 BRIDGE REMOVAL (PORTION) LS 30,000.0000 30,000.00 0.000 0.00 42 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 0.850 4,250.00 43 REMOVE TREE EA 500.0000 7,000.00 12.000 6,000.00 44 ROADWAY EXCAVATION M3 40.0000 83,200.00 856.320 34,252.80 45 STRUCTURE EXCAVATION (BRIDGE) M3 80.0000 2,400.00 30.000 2,400.00 F) 46 STRUCTURE EXCAVATION (TYPE A) M3 600.0000 1,308,000.00 1,962.000 1,177,200.00 F) 47 STRUCTURE EXCAVATION (TYPE A) M3 750.0000 1,987,500.00 2,650.000 1,987,500.00 F) (PETROLEUM HYDROCARBONS) 48 STRUCTURE EXCAVATION (TYPE H) M3 300.0000 87,000.00 290.000 87,000.00 F) 49 STRUCTURE EXCAVATION M3 300.0000 126,000.00 419.950 125,985.00 F) (RETAINING WALL) (TYPE H) PROGRAM CAS145 PAGE 3 DATE 12/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-378014 TIME 01:32 PM ESTIMATE NO. 20 BID OPENING 02/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/03 R.E. NAME: PRESTON, GUY DATE OF THIS ESTIMATE 12/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE BACKFILL (BRIDGE) M3 25.0000 37,000.00 1,258.000 31,450.00 F) 51 STRUCTURE BACKFILL (RETAINING WALL) M3 25.0000 14,500.00 521.990 13,049.75 F) 52 IMPORTED BORROW M3 0.0100 9.40 0.000 0.00 53 TRELLIS LS 10,000.0000 10,000.00 0.000 0.00 S) 54 HIGHWAY PLANTING LS 9,000.0000 9,000.00 0.000 0.00 S) 55 STRAW (EROSION CONTROL) TONN 375.0000 3,375.00 0.000 0.00 S) 56 FIBER (EROSION CONTROL) KG 1.3000 2,860.00 0.000 0.00 S) 57 COMPOST (EROSION CONTROL) KG 0.6000 3,960.00 0.000 0.00 S) 58 PURE LIVE SEED (EROSION CONTROL) KG 88.0000 17,600.00 0.000 0.00 S) 59 STABILIZING EMULSION (EROSION CONTROL) KG 6.0000 2,700.00 0.000 0.00 S) 60 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 S) 61 IRRIGATION SYSTEM LS 12,000.0000 12,000.00 0.000 0.00 S) 62 NPS 12 WATER SUPPLY LINE (BRIDGE) M 200.0000 58,000.00 292.400 58,480.00 S) 63 SEWER LINE (BRIDGE) M 400.0000 116,000.00 292.400 116,960.00 S) 64 WATER METER EA 5,000.0000 10,000.00 0.000 0.00 S) 65 CLASS 2 AGGREGATE BASE M3 40.0000 29,200.00 87.410 3,496.40 66 ASPHALT CONCRETE (TYPE B) TONN 80.0000 203,200.00 160.220 12,817.60 67 ASPHALT CONCRETE (OPEN GRADED) TONN 100.0000 103,000.00 0.000 0.00 68 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 400.00 0.000 0.00 AREA) 69 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 20.0000 2,200.00 0.000 0.00 70 FURNISH STEEL PILING (HP 250 X 85) M 45.0000 16,740.00 360.900 16,240.50 71 DRIVE STEEL PILE (HP 250 X 85) EA 600.0000 32,400.00 54.000 32,400.00 S) 72 1.0 M CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 460,800.00 378.644 454,372.80 S) PILING (ROCK SOCKET) 73 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 500.0000 185,500.00 355.989 177,994.50 S) PILING 74 1.3 M CAST-IN-DRILLED-HOLE CONCRETE M 1,600.0000 614,400.00 335.000 536,000.00 S) PILING (ROCK SOCKET) 75 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 750.0000 651,750.00 862.160 646,620.00 S) PILING 76 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 388,000.00 152.697 305,394.00 S) PILING PROGRAM CAS145 PAGE 4 DATE 12/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-378014 TIME 01:32 PM ESTIMATE NO. 20 BID OPENING 02/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/03 R.E. NAME: PRESTON, GUY DATE OF THIS ESTIMATE 12/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 INSTALL 1.2 M PERMANENT STEEL CASING M 400.0000 148,400.00 370.069 148,027.60 S) 78 FABRICATE 1.5 M PERMANENT STEEL CASING M 405.0000 351,945.00 869.000 351,945.00 S) 79 INSTALL 1.5 M PERMANENT STEEL CASING M 500.0000 434,500.00 864.900 432,450.00 S) 80 PRESTRESSING CAST-IN-PLACE CONCRETE LS 350,000.0000 350,000.00 0.447 156,450.00 0.667 233,450.00 S) 81 PRESTRESSING LS 30,000.0000 30,000.00 0.200 6,000.00 S) 82 SEAL COURSE CONCRETE M3 250.0000 252,500.00 835.870 208,967.50 83 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 850,000.00 1,700.000 850,000.00 F) 84 STRUCTURAL CONCRETE, BRIDGE M3 1,406.0000 11,599,500.00 14.200 19,965.20 5,422.800 7,624,456.80 F) 85 STRUCTURAL CONCRETE, RETAINING WALL M3 450.0000 99,000.00 220.000 99,000.00 86 STRUCTURAL CONCRETE, APPROACH SLAB M3 300.0000 42,000.00 0.000 0.00 F) (TYPE N) 87 MINOR CONCRETE (MINOR STRUCTURE) M3 800.0000 7,200.00 4.210 3,368.00 F) 88 DRILL AND BOND DOWEL M 70.0000 5,600.00 0.000 0.00 89 PTFE BEARING EA 2,200.0000 39,600.00 12.000 26,400.00 S) 90 JOINT SEAL ASSEMBLY (MR 100 MM) M 160.0000 7,360.00 0.000 0.00 S) 91 BAR REINFORCING STEEL (BRIDGE) KG 1.3500 2,388,150.00 1,620.000 2,187.00 1,435,997.000 1,938,595.95 SF) 92 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 32,500.00 13,000.000 32,500.00 SF) 93 BAR REINFORCING STEEL (EPOXY COATED) KG 2.4500 1,450,400.00 597,532.000 1,463,953.40 SF)(BRIDGE) 94 HEADED BAR REINFORCEMENT EA 16.5000 125,449.50 7,770.000 128,205.00 S) 95 ROADSIDE SIGN - ONE POST EA 250.0000 500.00 0.000 0.00 96 WORK AREA MONITORING LS 10,000.0000 10,000.00 0.000 0.00 S) 97 600 MM ALTERNATIVE PIPE CULVERT M 200.0000 24,000.00 95.300 19,060.00 98 GRATED LINE DRAIN M 150.0000 3,300.00 0.000 0.00 99 500 MM WELDED STEEL PIPE CASING (BRIDGE) M 200.0000 5,200.00 29.310 5,862.00 00 200 MM WELDED STEEL PIPE (3.40 MM THICK) M 200.0000 30,000.00 101.000 20,200.00 01 MINOR CONCRETE (CURB) M 100.0000 4,200.00 0.000 0.00 02 MINOR CONCRETE (CURB AND SIDEWALK) M3 350.0000 11,550.00 0.000 0.00 03 MISCELLANEOUS IRON AND STEEL KG 2.5000 2,970.00 432.000 1,080.00 SF) PROGRAM CAS145 PAGE 5 DATE 12/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-378014 TIME 01:32 PM ESTIMATE NO. 20 BID OPENING 02/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/03 R.E. NAME: PRESTON, GUY DATE OF THIS ESTIMATE 12/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MISCELLANEOUS METAL KG 4.0000 6,400.00 0.000 0.00 SF)(RESTRAINER - PIPE TYPE) 05 MISCELLANEOUS METAL KG 7.0000 3,500.00 250.000 1,750.00 SF)(RESTRAINER - CABLE TYPE) 06 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 40,500.00 0.000 0.00 SF) 07 7.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 2,000.00 0.000 0.00 S) 08 OBJECT MARKER (TYPE P) EA 50.0000 100.00 3.000 150.00 09 TUBULAR HANDRAILING (MODIFIED) M 250.0000 155,000.00 0.000 0.00 SF) 10 CONCRETE BARRIER (TYPE 80 SW) M 300.0000 186,000.00 0.000 0.00 F) 11 THERMOPLASTIC PAVEMENT MARKING M2 43.0000 6,450.00 0.000 0.00 S) 12 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 9,860.00 0.000 0.00 S) 13 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.2500 1,787.50 0.000 0.00 S) 14 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 5,152.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 15 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.7500 2,062.50 0.000 0.00 S) 16 DECORATIVE PEDESTRIAN LIGHTING LS 70,000.0000 70,000.00 0.022 1,540.00 0.093 6,510.00 S) 17 NAVIGATION LIGHTING SYSTEM LS 30,000.0000 30,000.00 0.745 22,350.00 S) 18 SIZE 53 CONDUIT M 28.0000 18,480.00 0.000 0.00 S) 19 SIZE 78 CONDUIT M 30.0000 19,800.00 0.000 0.00 S) 20 INSTALL UTILITY-FURNISHED COMMUNICATION M 5.0000 21,700.00 4,386.000 21,930.00 S) CONDUIT (BRIDGE) 21 FLOOD LIGHTING LS 15,000.0000 15,000.00 0.110 1,650.00 22 REPLACE PULL BOX EA 1,500.0000 3,000.00 2.000 3,000.00 S) 23 SEISMIC MONITORING ELECTRICAL SYSTEM LS 50,000.0000 50,000.00 0.149 7,450.00 S) 24 ELECTRIC SERVICE(IRRIGATION) LS 3,500.0000 3,500.00 0.000 0.00 S) 25 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 26 REPLACE ASPHALT CONCRETE SURFACING M3 100.0000 18,000.00 477.060 47,706.00 PROGRAM CAS145 PAGE 6 DATE 12/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-378014 TIME 01:32 PM ESTIMATE NO. 20 BID OPENING 02/06/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/03 R.E. NAME: PRESTON, GUY DATE OF THIS ESTIMATE 12/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 227,954.70 20,658,554.32 ADJUSTMENT OF COMPENSATION 0.00 3,612.23 EXTRA WORK 127,470.05 760,094.45 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 355,424.75 21,422,261.00 27 MOBILIZATION LS 2890,636.0000 2,890,636.00 1.000 2,890,636.00 ORIGINAL CONTRACT AMOUNT 31,111,113.40 TOTAL WORK COMPLETED 355,424.75 24,312,897.00 MATERIALS ON HAND ON SITE 46,629.39 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -20,000.00 TOTAL 355,424.75 24,339,526.39 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 03/28/02 910 05/13/02 03/26/02 03/22/05 358 75 2 0 74% 53% PROGRESS IS SATISFACTORY PRESTON, GUY RESIDENT ENGINEER PROGRAM CAS145 DATE 12/22/03