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 03/23/04 EST. NO.41 TIME 01:45 PM R.E. NAME: HUYNH, PHILIP 04-013054 --------------------------------------------------------------------------- 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 9340 841.46 E.W. @ F.A.(+) 082003 N 2699 0 9379-1 -803.96 090403 N 2851 0 DAO CORRECTING ENTRY 9405 425.36 120403 N 3160.0 9410 1,747.83 101003 N 3227 0 9411 823.90 111803 N 3228 0 9424 903.27 120803 N 3306 0 9426 434.57 010504 N 3344 0 9427 202.39 010504 N 3345 0 9429 586.09 082003 N 2699.1 9435 658.88 101003 N 3227.1 9447 59.91 011604 N 3433.0 003 9180-1 -550.00 E.W. @ F.A.(+) 091403 N 3287.0 DAO CORRECTING ENTRY 9180-2 500.00 091403 N 3287.0 DAO CORRECTING ENTRY 9181 550.00 110403 N 3390.1 008 7379 80.70 E.W. @ F.A.(+) 010904 N 3304 0 7394 110.69 011604 N 3434.0 014 9320 405.48 E.W. @ F.A.(+) 071101 N 3347 0 047 1459 1,134.08 E.W. @ F.A.(+) 091203 N 3230 0 1462 2,010.22 110303 N 3233 0 1464 2,032.47 111103 N 3237 0 1468 2,032.47 111303 N 3239 0 1472 2,193.81 112003 N 3246 0 1474 1,024.78 111803 N 3243 0 1475 1,192.81 111903 N 3244 0 1477 1,029.49 112003 N 3247A0 1481 1,381.28 060903 N 3404 0 1482 267.65 070103 N 3405 0 1483 267.65 071103 N 3406 0 1484 1,004.40 082103 N 3407 0 1486 1,421.91 100203 N 3409 0 1488 4,332.41 041703 N 3402A0 077 1410 1,871.84 E.W. @ F.A.(+) 012104 N 3412 0 079 0094 121.00 E.W. @ F.A.(+) 102803 N 3056.0 0095 80.66 102903 N 3057.0 0096 80.66 103003 N 3058.0 0097 80.66 103103 N 3059.0 0098 80.66 110103 N 3060.0 0099 161.34 110203 N 3061.0 0100 80.66 110303 N 3062.0 0102 80.66 110503 N 3064.0 0103 111.71 110703 N 3065.0 0136 67.76 102803 N 3056.1 0137 48.40 102903 N 3057.1 0138 58.08 103003 N 3058.1 0139 77.44 103103 N 3059.1 0140 77.44 110103 N 3060.1 0141 77.44 110203 N 3061.1 0142 61.95 110303 N 3062.1 0143 61.95 110403 N 3063.1 0144 50.34 110503 N 3064.1 0145 77.44 110703 N 3065.1 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 03/23/04 EST. NO.41 TIME 01:45 PM R.E. NAME: HUYNH, PHILIP 04-013054 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0146 77.44 111403 N 3070.1 0147 77.44 111603 N 3073.1 0148 77.44 111803 N 3164.1 0149 77.44 111903 N 3165.1 0150 77.44 112003 N 3166.1 0151 77.44 112103 N 3167.1 0152 77.44 112203 N 3168.1 0153 77.44 112303 N 3169.1 0156 77.44 112603 N 3172.1 0157 77.44 112703 N 3173.1 0158 77.44 112803 N 3174.1 0159 77.44 112903 N 3175.1 0212 2,163.90 123003 N 3399.1 0213 92.95 121303 N 3154.0 0214 92.95 111503 N 3150.0 0215 92.95 112203 N 3151.0 0216 92.95 112903 N 3152.0 0217 92.95 120603 N 3153.0 0219 827.57 122203 N 3484.0 0220 827.57 011604 N 3485.0 0221 1,655.15 011904 N 3486.0 0223 827.57 012704 N 3488.0 109 0061 1,616.81 E.W. @ F.A.(+) 111303 Y 3093.0 0063 902.27 111303 Y 3095.0 0065 279.75 101703 Y 3076.1 0067 1,104.01 111803 Y 3184.0 0068 1,766.44 112403 Y 3185.0 0069 1,104.01 112503 Y 3186.0 0070 1,766.44 120103 Y 3187.0 0071 883.22 120303 Y 3188.0 0072 1,104.01 120403 Y 3189.0 112 0036 220.00 E.W. @ F.A.(+) 012804 N 3504 0 0037 568.62 013004 N 3505 0 127 0005 165,830.94 E.W. @ L.S.(+) 031804 N 3509 0 137 0003 435.69 E.W. @ F.A.(+) 101303 Y 3100.0 140 0030 12,586.23 E.W. @ F.A.(+) 092203 N 3200.0 0032 863.72 092903 Y 2905.0 144 0030 2,537.26 E.W. @ F.A.(+) 111003 N 3219.0 145 0004 60.90 E.W. @ F.A.(+) 121903 N 3380A0 0005 3,043.70 081503 N 2761.0 149 0033 2,587.85 E.W. @ F.A.(+) 101103 N 2969.0 0043 852.36 103003 N 3248 0 0044 530.77 120903 N 3285.0 0046 1,744.07 072203 N 2619.0 153 0002 1,968.69 E.W. @ F.A.(+) 090703 N 2743.0 0054 227.80 092403 Y 2939.0 0107 244.70 092403 N 3330 0 0108 35.96 102403 N 3130 0 0128-1 -71.94 102303 N 2979 0 DAO CORRECTING ENTRY 0128-2 81.46 102303 N 2979 0 DAO CORRECTING ENTRY 157 0017 775.13 E.W. @ F.A.(+) 120403 N 3198.0 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 03/23/04 EST. NO.41 TIME 01:45 PM R.E. NAME: HUYNH, PHILIP 04-013054 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0021 5,003.02 121803 N 3298.0 0029 315.53 012204 N 3473.0 0030 99.66 012204 N 3474.0 0031 110.69 012704 N 3475.0 159 0014 997.27 E.W. @ F.A.(+) 102703 Y 3105 0 251,582.92 TOTAL THIS ESTIMATE 8,586,263.74 TOTAL PREVIOUS ESTIMATE 8,837,846.66 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 03/23/04 EST. NO.41 TIME 01:45 PM R.E. NAME: HUYNH, PHILIP 04-013054 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FORCE ACCOUNT ADJUST -5,114.25 06 FORCE ACCOUNT ADJUST 5,114.25 09 SAND EQUIT FOR AGGRA -635.47 11 750 CIDH PILES VIAB4 -132.00 11 750 CIDH B4 VIADUCT -187.20 24 AS4 NON-COMPLIANCE -833.25 25 600MM CIDH ANOMALES -336.00 29 CL 3 NON-COMPLIANCE -1,250.43 34 CL 4 NON COMPLIANCE -613.86 34 0.00 -3,988.21 LABOR COMPLIANCE VIOLATION LABOR CODE VIOLATION -10,000.00 36 LABOR COMPLIANCE 10,000.00 40 0.00 0.00 TOTAL DEDUCTIONS 0.00 -3,988.21 PROGRAM CAS145 PAGE 1 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 01:45 PM ESTIMATE NO. 41 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/04 R.E. NAME: HUYNH, PHILIP DATE OF THIS ESTIMATE 03/23/04 LOCATION RERUN PROGRESS ESTIMATE 04-CC-80-12.7/13.8 ----------------------- 04-SOL-80-0.3/2.2 C C MYERS, INC IN CONTRA COSTA AND SOLANO COUNTIES PO BOX 2948. IN CROCKETT AND VALLEJO FROM OLEUM RANHCO CORDOVA CA 95741-2948 REFINERY ROAD UNDERCROSSING TO CARQUINEZ BRIDGE TOLL PLAZA FED. AID NO. N O N E SEISMIC AND WIDEN FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 02 ELECTRONIC MOBILE DAILY DAIRY LS 10,000.0000 10,000.00 0.036 360.00 0.936 9,360.00 COMPUTER SYSTEM DATA DELIVERY 03 TIME-RELATED OVERHEAD LS 3500,000.0000 3,500,000.00 1.000 3,500,000.00 04 PROGRESS SCHEDULE (CRITICAL PATH) LS 8,000.0000 8,000.00 0.950 7,600.00 05 NON-STORM WATER DISCHARGE LS 1250,000.0000 1,250,000.00 1.000 1,250,000.00 06 PREPARE STORM WATER POLLUTION LS 8,000.0000 8,000.00 0.750 6,000.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 1.000 50,000.00 08 TEMPORARY SILT FENCE M 5.0000 3,100.00 2,622.470 13,112.35 09 TEMPORARY COVER M2 5.0000 5,000.00 35,943.000 179,715.00 10 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 21,900.00 82.000 24,600.00 11 TEMPORARY EROSION CONTROL M2 0.5000 13,450.00 -5,434.000 -2,717.00 97,621.000 48,810.50 12 TEMPORARY CONCRETE WASHOUT EA 1,000.0000 10,000.00 10.000 10,000.00 13 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 14 TEMPORARY ROCK BAG BARRIER M 50.0000 8,000.00 128.000 6,400.00 15 TEMPORARY ENTRANCE/EXIT LS 25,000.0000 25,000.00 1.000 25,000.00 16 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.757 11,355.00 S) 17 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 0.904 113,000.00 S) 18 TYPE III BARRICADE EA 55.0000 1,100.00 39.000 2,145.00 S) 19 TEMPORARY PAVEMENT MARKING (PAINT) M2 7.0000 245.00 28.910 202.37 20 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 10,244.00 16,532.240 10,745.96 21 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 2,625.00 138.000 4,830.00 22 TEMPORARY PAVEMENT MARKER EA 3.5000 26,355.00 4,215.000 14,752.50 PROGRAM CAS145 PAGE 2 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 01:45 PM ESTIMATE NO. 41 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/04 R.E. NAME: HUYNH, PHILIP DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 120,000.00 8.000 120,000.00 S) 24 TEMPORARY RAILING (TYPE K) M 23.0000 253,920.00 5,752.200 132,300.60 25 TEMPORARY CRASH CUSHION MODULE EA 200.0000 26,000.00 28.000 5,600.00 26 ABANDON CULVERT EA 350.0000 7,000.00 19.000 6,650.00 27 REMOVE FENCE M 10.0000 2,600.00 279.870 2,798.70 28 REMOVE METAL BEAM GUARD RAILING M 16.0000 480.00 101.500 1,624.00 29 REMOVE DOUBLE METAL BEAM BARRIER M 20.0000 9,800.00 490.000 9,800.00 30 REMOVE PAINTED TRAFFIC STRIPE M 1.6500 15,015.00 4,393.800 7,249.77 31 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.7000 5,389.00 5,026.800 8,545.56 32 REMOVE PAINTED PAVEMENT MARKING M2 22.0000 770.00 5.200 114.40 33 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.2500 3,542.50 271.000 880.75 34 REMOVE YELLOW THERMOPLASTIC M 3.3000 528.00 74.000 244.20 TRAFFIC STRIPE 35 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 21.0000 189.00 0.000 0.00 36 REMOVE PAVEMENT MARKER EA 1.5000 14,580.00 3,658.000 5,487.00 37 REMOVE ROADSIDE SIGN (WOOD POST) EA 80.0000 1,600.00 19.000 1,520.00 38 REMOVE ROADSIDE SIGN EA 30.0000 600.00 11.000 330.00 (STRAP AND SADDLE BRACKET METHOD) 39 REMOVE SIGN STRUCTURE EA 2,500.0000 7,500.00 3.000 7,500.00 40 REMOVE CULVERT M 33.0000 3,795.00 40.000 1,320.00 224.000 7,392.00 41 REMOVE INLET EA 500.0000 11,000.00 4.000 2,000.00 29.000 14,500.00 42 REMOVE RETAINING WALL M3 100.0000 20,000.00 93.350 9,335.00 43 REMOVE CONCRETE PAVEMENT M3 35.0000 110,950.00 1,595.800 55,853.00 44 REMOVE ASPHALT CONCRETE SURFACING M3 20.0000 22,400.00 77.000 1,540.00 45 REMOVE BASE AND SURFACING M3 32.0000 206,080.00 1,481.000 47,392.00 46 REMOVE CONCRETE DECK SURFACE M2 50.0000 2,200.00 0.000 0.00 47 SALVAGE FENCE M 20.0000 4,300.00 0.000 0.00 48 SALVAGE METAL BEAM GUARD RAILING M 13.0000 1,040.00 79.050 1,027.65 49 SALVAGE ROADSIDE SIGN EA 60.0000 420.00 7.000 420.00 PROGRAM CAS145 PAGE 3 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 01:45 PM ESTIMATE NO. 41 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/04 R.E. NAME: HUYNH, PHILIP DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RELOCATE ROADSIDE SIGN EA 200.0000 1,800.00 5.000 1,000.00 51 RELOCATE SIGN STRUCTURE EA 4,000.0000 8,000.00 1.000 4,000.00 52 ADJUST MONUMENT TO GRADE EA 500.0000 500.00 0.000 0.00 53 ADJUST MANHOLE TO GRADE EA 350.0000 350.00 0.000 0.00 54 ADJUST PIPE INLET TO GRADE EA 1,000.0000 4,000.00 2.000 2,000.00 55 MODIFY INLET TO MANHOLE EA 2,000.0000 2,000.00 0.000 0.00 56 PLANE ASPHALT CONCRETE PAVEMENT M2 3.5000 21,700.00 4,205.630 14,719.71 S) (45 MM MAX) 57 PLANE ASPHALT CONCRETE PAVEMENT M2 4.2500 43,775.00 7,870.000 33,447.50 7,870.000 33,447.50 S) (75 MM MAX) 58 REMOVE CONCRETE M3 80.0000 45,600.00 509.800 40,784.00 59 REMOVE CONCRETE BARRIER (TYPE K) M 3.0000 2,100.00 0.000 0.00 60 CAP INLET EA 750.0000 3,750.00 2.000 1,500.00 61 BRIDGE REMOVAL, LOCATION A LS 650,000.0000 650,000.00 1.000 650,000.00 62 BRIDGE REMOVAL, LOCATION B LS 550,000.0000 550,000.00 1.000 550,000.00 63 BRIDGE REMOVAL, LOCATION C LS 650,000.0000 650,000.00 1.000 650,000.00 64 BRIDGE REMOVAL (PORTION), LOCATION D LS 45,000.0000 45,000.00 1.000 45,000.00 65 BRIDGE REMOVAL (PORTION), LOCATION E LS 375,000.0000 375,000.00 0.000 0.00 66 SALVAGE CRASH CUSHION EA 750.0000 1,500.00 3.000 2,250.00 67 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 1.000 200,000.00 68 ROADWAY EXCAVATION M3 10.0000 1,375,000.00 147,821.200 1,478,212.00 69 ROADWAY EXCAVATION (TYPE A) M3 57.0000 526,680.00 10,899.000 621,243.00 70 SHOULDER BACKING STA 1,000.0000 2,000.00 0.000 0.00 71 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 28,480.00 791.650 31,666.00 F) 72 STRUCTURE EXCAVATION (TYPE D) M3 35.0000 306,180.00 8,791.150 307,690.25 F) 73 STRUCTURE EXCAVATION (TYPE DH) M3 360.0000 210,960.00 667.600 240,336.00 F) 74 STRUCTURE EXCAVATION (TYPE H) M3 220.0000 44,660.00 252.000 55,440.00 F) 75 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 40.0000 85,000.00 2,125.000 85,000.00 F) 76 SAND BEDDING M3 60.0000 4,560.00 66.000 3,960.00 PROGRAM CAS145 PAGE 4 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 01:45 PM ESTIMATE NO. 41 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/04 R.E. NAME: HUYNH, PHILIP DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 212,030.00 1.000 35.00 5,564.613 194,761.46 F) 78 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 35.0000 24,150.00 860.000 30,100.00 F) 79 SAND BACKFILL M3 65.0000 64,675.00 463.960 30,157.40 80 LEAN CONCRETE BACKFILL M3 90.0000 96,480.00 1,072.000 96,480.00 F) 81 CLASS 1 CONCRETE BACKFILL M3 125.0000 182,500.00 1,460.000 182,500.00 F) 82 DITCH EXCAVATION M3 25.0000 175.00 0.000 0.00 83 EARTH RETAINING STRUCTURE M2 390.0000 411,840.00 1,056.000 411,840.00 F) 84 IMPORTED MATERIAL (SHOULDER BACKING) M3 40.0000 1,080.00 31.400 1,256.00 85 GEOGRID M2 2.0000 39,600.00 15,837.100 31,674.20 86 HIGHWAY PLANTING LS 30,000.0000 30,000.00 1.000 30,000.00 S) 87 IMPORTED TOPSOIL M3 30.0000 136,800.00 0.000 0.00 88 EROSION CONTROL (BLANKET) M2 50.0000 3,900.00 1,064.910 53,245.50 89 STRAW (EROSION CONTROL) TONN 550.0000 6,050.00 15.880 8,734.00 S) 90 COMPOST (EROSION CONTROL) KG 2.0000 4,320.00 3,128.970 6,257.94 S) 91 FIBER (EROSION CONTROL) KG 1.5000 1,380.00 1,376.780 2,065.17 S) 92 FIBER ROLLS M 20.0000 82,200.00 2,444.430 48,888.60 S) 93 PURE LIVE SEED (EROSION CONTROL) KG 35.0000 9,450.00 385.160 13,480.60 S) 94 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.5000 495.00 514.520 771.78 S) 95 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 1,740.00 1,032.690 3,098.07 S) 96 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.028 280.00 0.196 1,960.00 S) 97 IRRIGATION SYSTEM LS 45,000.0000 45,000.00 1.000 45,000.00 S) 98 NPS 1.5 SUPPLY LINE (BRIDGE) M 140.0000 19,600.00 140.000 19,600.00 99 NPS 4 SUPPLY LINE (BRIDGE) M 70.0000 9,800.00 140.000 9,800.00 00 MODIFY NPS 4 SUPPLY LINE (BRIDGE) M 275.0000 6,050.00 0.000 0.00 01 200 MM CORRUGATED HIGH DENSITY M 100.0000 4,100.00 13.350 1,335.00 POLYETHYLENE PIPE CONDUIT 02 CLASS 4 AGGREGATE SUBBASE M3 31.0000 287,990.00 7,207.050 223,418.55 03 CLASS 3 AGGREGATE BASE M3 44.0000 61,160.00 838.520 36,894.88 PROGRAM CAS145 PAGE 5 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 01:45 PM ESTIMATE NO. 41 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/04 R.E. NAME: HUYNH, PHILIP DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 LEAN CONCRETE BASE M3 120.0000 596,400.00 4,153.640 498,436.80 05 ASPHALT TREATED PERMEABLE BASE M3 140.0000 61,600.00 293.000 41,020.00 06 REPLACE ASPHALT CONCRETE SURFACING M3 175.0000 4,025.00 0.000 0.00 07 ASPHALT CONCRETE (TYPE A) TONN 50.0000 853,500.00 1,370.000 68,500.00 6,828.110 341,405.50 08 ASPHALT CONCRETE BASE (TYPE A) TONN 55.0000 77,550.00 2,394.890 131,718.95 09 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 10,500.00 304.320 7,608.00 AREA) 10 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.5000 5,775.00 1,621.160 5,674.06 11 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5000 1,260.00 52.000 182.00 12 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.5000 1,225.00 489.640 1,713.74 13 ASPHALTIC EMULSION (PAINT BINDER) TONN 350.0000 66,500.00 91.000 31,850.00 186.000 65,100.00 14 CONCRETE PAVEMENT M3 100.0000 961,000.00 8,371.400 837,140.00 15 DRILLED HOLE (750 MM) M 150.0000 98,250.00 655.000 98,250.00 16 DRILLED HOLE (900 MM) M 250.0000 777,000.00 3,107.580 776,895.00 17 DRILLED HOLE (1000 MM) M 150.0000 48,750.00 325.000 48,750.00 18 FURNISH STEEL PILING (HP 250 X 62) M 35.0000 10,920.00 252.800 8,848.00 19 DRIVE STEEL PILE (HP 250 X 62) EA 1,100.0000 23,100.00 21.000 23,100.00 S) 20 FURNISH STEEL PILING (HP 360 X 174) M 70.0000 252,910.00 1,767.300 123,711.00 21 DRIVE STEEL PILE (HP 360 X 174) EA 1,500.0000 180,000.00 120.000 180,000.00 S) 22 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 280.0000 1,576,960.00 5,783.645 1,619,420.60 S) PILING 23 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 320.0000 604,800.00 2,586.730 827,753.60 S) PILING 24 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 3,500.0000 259,000.00 74.800 261,800.00 S) PILING 25 STEEL SOLDIER PILE (W360 X 79) M 52.0000 52,000.00 1,000.000 52,000.00 F) 26 STEEL SOLDIER PILE (W360 X 101) M 65.0000 300,560.00 4,623.580 300,532.70 F) 27 STEEL SOLDIER PILE (W410 X 114) M 75.0000 31,200.00 416.000 31,200.00 F) 28 STEEL SOLDIER PILE (W410 X 149) M 95.0000 60,420.00 636.000 60,420.00 F) 29 STEEL SOLDIER PILE (W460 X 97) M 65.0000 11,375.00 175.000 11,375.00 F) 30 STEEL SOLDIER PILE (W460 X 128) M 85.0000 9,180.00 108.000 9,180.00 F) PROGRAM CAS145 PAGE 6 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 01:45 PM ESTIMATE NO. 41 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/04 R.E. NAME: HUYNH, PHILIP DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 STEEL SOLDIER PILE (W530 X 219) M 145.0000 53,650.00 370.000 53,650.00 F) 32 STEEL SOLDIER PILE (W690 X 265) M 175.0000 46,375.00 265.000 46,375.00 F) 33 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 175.0000 888,125.00 3,742.680 654,969.00 PILING (762 MM) 34 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 5,500.0000 1,067,000.00 158.000 869,000.00 S) PILE (762 MM) 35 PRESTRESSING CAST-IN-PLACE CONCRETE LS 700,000.0000 700,000.00 1.000 700,000.00 S) 36 TIEBACK ANCHOR EA 4,000.0000 1,816,000.00 454.000 1,816,000.00 S) 37 STRUCTURAL CONCRETE FACING M3 475.0000 230,375.00 485.000 230,375.00 F) 38 ARCHITECTURAL SURFACE TREATMENT M2 125.0000 62,750.00 502.000 62,750.00 F) 39 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 1,298,000.00 35.600 14,240.00 3,322.520 1,329,008.00 F) 40 STRUCTURAL CONCRETE, BRIDGE M3 477.0000 10,068,993.00 1,144.330 545,845.41 21,033.940 10,033,189.38 F) 41 STRUCTURAL CONCRETE, APPROACH SLAB M3 475.0000 90,250.00 190.000 90,250.00 F) (TYPE N) 42 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 201,000.00 5.000 5,000.00 207.004 207,004.00 F) 43 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 44 LIGHTWEIGHT CONCRETE (BRIDGE) M3 750.0000 1,296,750.00 0.000 0.00 F) 45 FRACTURED RIB TEXTURE M2 75.0000 69,000.00 920.000 69,000.00 F) 46 DRILL AND BOND DOWEL M 55.0000 3,850.00 40.000 2,200.00 47 CONCRETE CLOSURE WALL M2 320.0000 16,640.00 52.000 16,640.00 F) 48 PTFE BEARING EA 2,000.0000 38,000.00 19.000 38,000.00 S) 49 PTFE BEARING (SPHERICAL) EA 2,500.0000 120,000.00 48.000 120,000.00 S) 50 JOINT SEAL ASSEMBLY (MR 90 MM) M 550.0000 4,400.00 8.000 4,400.00 S) 51 JOINT SEAL ASSEMBLY (MR 100 MM) M 550.0000 17,600.00 32.000 17,600.00 S) 52 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,000.0000 20,000.00 20.000 20,000.00 S) 53 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,000.0000 104,000.00 52.000 104,000.00 S) 54 JOINT SEAL ASSEMBLY (MR 321 MM - 400 MM) M 3,000.0000 186,000.00 62.000 186,000.00 S) 55 BAR REINFORCING STEEL (BRIDGE) KG 1.1000 5,209,050.00 46,734.520 51,407.97 4,858,681.790 5,344,549.97 SF) 56 WELDED HEADED BAR REINFORCEMENT EA 7.0000 329,175.00 48,662.000 340,634.00 S) 57 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 87,400.00 87,400.000 87,400.00 SF) PROGRAM CAS145 PAGE 7 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 01:45 PM ESTIMATE NO. 41 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/04 R.E. NAME: HUYNH, PHILIP DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 BAR REINFORCING STEEL (EPOXY COATED) KG 1.8500 717,800.00 0.000 0.00 SF)(BRIDGE) 59 SHOTCRETE M3 600.0000 91,200.00 152.000 91,200.00 F) 60 STRUCTURAL STEEL (BRIDGE) KG 8.0000 612,000.00 21,000.000 168,000.00 SF) 61 FURNISH STRUCTURAL STEEL (BRIDGE) KG 2.5000 988,000.00 395,200.000 988,000.00 SF) 62 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.6000 237,120.00 395,200.000 237,120.00 SF) 63 ISOLATION CASING KG 25.0000 312,800.00 12,512.000 312,800.00 SF) 64 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 141,740.00 35,435.000 141,740.00 SF) 65 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7000 24,804.50 35,435.000 24,804.50 SF) 66 920 MM CAST-IN-DRILLED-HOLE M 825.0000 36,300.00 33.500 27,637.50 S) CONCRETE PILE (SIGN FOUNDATION) 67 METAL (BARRIER MOUNTED SIGN) KG 20.0000 3,200.00 0.000 0.00 68 METAL (RAIL MOUNTED SIGN) KG 25.0000 10,000.00 0.000 0.00 69 ROADSIDE SIGN - ONE POST EA 150.0000 1,950.00 19.000 2,850.00 70 ROADSIDE SIGN - TWO POST EA 300.0000 3,900.00 7.000 2,100.00 71 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 60.0000 840.00 5.000 300.00 METHOD) 72 INSTALL SIGN OVERLAY M2 125.0000 350.00 0.000 0.00 73 INSTALL SIGN PANEL ON EXISTING FRAME M2 75.0000 450.00 0.000 0.00 74 TIMBER LAGGING M3 650.0000 297,700.00 458.000 297,700.00 F) 75 CLEAN AND PAINT SOLDIER PIPE LS 75,000.0000 75,000.00 0.000 0.00 76 CLEAN AND PAINT STRUCTURAL STEEL LS 95,000.0000 95,000.00 1.000 95,000.00 S) 77 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 135.0000 351,000.00 60.000 8,100.00 S) 78 WORK AREA MONITORING (LOCATION A) LS 15,000.0000 15,000.00 0.000 0.00 S) 79 WORK AREA MONITORING (LOCATION B) LS 5,000.0000 5,000.00 1.000 5,000.00 S) 80 150 MM ALTERNATIVE PIPE CULVERT M 400.0000 320.00 0.800 320.00 81 300 MM ALTERNATIVE PIPE CULVERT M 150.0000 300.00 137.200 20,580.00 82 450 MM ALTERNATIVE PIPE CULVERT M 145.0000 69,600.00 10.830 1,570.35 363.830 52,755.35 83 600 MM ALTERNATIVE PIPE CULVERT M 145.0000 20,300.00 144.500 20,952.50 84 900 MM ALTERNATIVE PIPE CULVERT M 200.0000 71,000.00 341.200 68,240.00 PROGRAM CAS145 PAGE 8 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 01:45 PM ESTIMATE NO. 41 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/04 R.E. NAME: HUYNH, PHILIP DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 450 MM REINFORCED CONCRETE PIPE M 100.0000 94,000.00 821.120 82,112.00 86 600 MM REINFORCED CONCRETE PIPE M 200.0000 78,000.00 385.000 77,000.00 87 900 MM REINFORCED CONCRETE PIPE M 410.0000 35,260.00 86.000 35,260.00 88 1200 MM REINFORCED CONCRETE PIPE M 500.0000 55,000.00 100.400 50,200.00 89 300 MM CORRUGATED STEEL PIPE M 700.0000 23,800.00 26.200 18,340.00 (1.63 MM THICK) 90 300 MM CORRUGATED STEEL PIPE M 400.0000 6,800.00 2.500 1,000.00 (2.01 MM THICK) 91 450 MM CORRUGATED STEEL PIPE M 325.0000 12,675.00 26.900 8,742.50 (1.63 MM THICK) 92 80 MM PLASTIC PIPE (EDGE DRAIN) M 50.0000 18,500.00 344.000 17,200.00 93 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 55.0000 398,750.00 5,253.000 288,915.00 94 200 MM ALTERNATIVE PIPE UNDERDRAIN M 45.0000 133,650.00 2,402.350 108,105.75 95 300 MM TRENCH DRAIN M 200.0000 378,000.00 1,887.570 377,514.00 96 400 MM TRENCH DRAIN M 300.0000 6,600.00 22.000 6,600.00 97 300 MM WELDED STEEL PIPE (2.67 MM THICK) M 350.0000 1,155.00 3.300 1,155.00 98 450 MM ALTERNATIVE FLARED END SECTION EA 250.0000 250.00 1.000 250.00 99 ROCK SLOPE PROTECTION M3 100.0000 630.00 1.800 180.00 (FACING, METHOD B) 00 SACKED CONCRETE SLOPE PROTECTION M3 500.0000 800.00 0.000 0.00 01 ROCK SLOPE PROTECTION FABRIC M2 4.0000 84.00 6.000 24.00 02 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 240,000.00 629.930 251,972.00 CONSTRUCTION) 03 MINOR CONCRETE (GUTTER) M 125.0000 66,000.00 528.000 66,000.00 F) 04 MISCELLANEOUS IRON AND STEEL KG 2.2000 24,376.00 9,535.000 20,977.00 SF) 05 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 326,580.00 54,010.000 324,060.00 SF) 06 BRIDGE DECK DRAINAGE SYSTEM KG 13.0000 470,080.00 -1,512.000 -19,656.00 34,328.000 446,264.00 SF) 07 CHAIN LINK FENCE (TYPE CL-1.2, M 40.0000 12,000.00 300.000 12,000.00 SF)VINYL-CLAD) 08 CHAIN LINK FENCE (TYPE CL-1.8) M 30.0000 14,790.00 493.000 14,790.00 S) 09 CHAIN LINK FENCE (TYPE CL-1.8, M 45.0000 10,440.00 232.000 10,440.00 SF)VINYL-CLAD) 10 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 500.0000 500.00 3.000 1,500.00 S) 11 9.6 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 01:45 PM ESTIMATE NO. 41 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/04 R.E. NAME: HUYNH, PHILIP DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 4.8 M CHAIN GATE (TYPE CL-1.8) EA 700.0000 700.00 1.000 700.00 13 DELINEATOR (CLASS 1) EA 35.0000 5,250.00 99.000 3,465.00 14 CONCRETE BARRIER MARKER EA 15.0000 2,340.00 43.000 645.00 15 OBJECT MARKER (TYPE K-1) EA 70.0000 70.00 1.000 70.00 16 OBJECT MARKER (TYPE Q) EA 70.0000 420.00 6.000 420.00 17 METAL BEAM GUARD RAILING (STEEL POST) M 50.0000 36,000.00 7.620 381.00 805.770 40,288.50 S) 18 CHAIN LINK RAILING (TYPE 7) M 200.0000 800.00 4.000 800.00 SF) 19 CONCRETE BARRIER (TYPE 25) M 130.0000 424,710.00 311.100 40,443.00 2,187.850 284,420.50 F) 20 CONCRETE BARRIER (TYPE 27B MODIFIED) M 330.0000 39,600.00 114.100 37,653.00 F) 21 CONCRETE BARRIER (TYPE 27 MODIFIED) M 150.0000 70,650.00 444.400 66,660.00 F) 22 CONCRETE BARRIER (TYPE 41) M 175.0000 98,875.00 380.500 66,587.50 549.700 96,197.50 F) 23 BARRIER MOUNTED BRIDGE RAILING M 145.0000 85,695.00 0.000 0.00 SF) 24 PEDESTRIAN RAILING M 185.0000 108,040.00 0.000 0.00 SF) 25 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 3,000.00 2.000 6,000.00 S) 26 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 33,000.00 1.000 2,200.00 15.000 33,000.00 S) 27 CRASH CUSHION, SAND FILLED EA 5,500.0000 11,000.00 1.000 5,500.00 1.000 5,500.00 S) 28 CONCRETE BARRIER (TYPE 60) M 120.0000 16,800.00 22.400 2,688.00 29 CONCRETE BARRIER (TYPE 60A) M 120.0000 145,800.00 0.000 0.00 30 CONCRETE BARRIER (TYPE 60D) M 200.0000 60,000.00 300.000 60,000.00 F) 31 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 16,250.00 163.570 8,178.50 S) 32 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 14,550.00 3,565.000 3,565.00 S) 33 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 5,775.00 238.500 715.50 S) 34 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 273.00 254.000 762.00 S) (BROKEN 5.18 M - 2.14 M) 35 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 6,600.00 1,600.000 3,200.00 S) 36 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 3,720.00 736.000 1,472.00 S) 37 SIGNAL AND LIGHTING LS 170,000.0000 170,000.00 0.910 154,700.00 S) 38 LIGHTING STAGE CONSTRUCTION - LOCATION 1 LS 10,000.0000 10,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 10 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 01:45 PM ESTIMATE NO. 41 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/04 R.E. NAME: HUYNH, PHILIP DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 LIGHTING STAGE CONSTRUCTION - LOCATION 2 LS 5,000.0000 5,000.00 0.000 0.00 S) 40 LIGHTING AND SIGN ILLUMINATION AND LS 25,000.0000 25,000.00 0.287 7,175.00 0.287 7,175.00 S) TRAFFIC OPERATIONS SYSTEM STAGE CONSTRUCTION - LOCATION 3 41 SIGNAL AND LIGHTING STAGE CONSTRUCTION - LS 25,000.0000 25,000.00 1.000 25,000.00 S) LOCATION 4 42 LIGHTING (LOCATION 2) LS 475,000.0000 475,000.00 0.144 68,400.00 0.618 293,550.00 S) 43 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.029 5,800.00 1.000 200,000.00 S) (LOCATION 1) 44 CAMERA UNIT EA 10,000.0000 10,000.00 0.000 0.00 S) 45 PAN/TILT UNIT EA 3,000.0000 3,000.00 0.000 0.00 S) 46 CAMERA CONTROL UNIT EA 4,500.0000 4,500.00 0.000 0.00 S) 47 VIDEO ENCODER UNIT EA 25,000.0000 25,000.00 0.000 0.00 S) 48 INTERGRATED SERVICE DIGITAL NETWORK EA 1,500.0000 1,500.00 0.000 0.00 S) TERMINAL ADAPTER 49 CLUSTER CONTROLLER FOR MICROWAVE VEHICLE EA 1,500.0000 1,500.00 0.000 0.00 S) DETECTION SENSOR SYSTEM 50 ANALOG DATA STATION TERMINATION EA 1,000.0000 1,000.00 0.000 0.00 S) 51 TRAFFIC OPERATIONS SYSTEM (LOCATION-1) LS 450,000.0000 450,000.00 0.359 161,550.00 S) 52 TRAFFIC OPERATIONS SYSTEM (LOCATION-2) LS 15,000.0000 15,000.00 0.138 2,070.00 0.770 11,550.00 S) 53 TRAFFIC OPERATIONS SYSTEM (LOCATION-3) LS 25,000.0000 25,000.00 0.626 15,650.00 S) 54 CALLBOX SYSTEM LS 550,000.0000 550,000.00 0.131 72,050.00 0.414 227,700.00 S) 55 SEISMIC MONITORING SYSTEM LS 350,000.0000 350,000.00 0.163 57,050.00 0.459 160,650.00 S) 56 INSTALL SEISMIC MONITORING CASING M 450.0000 82,800.00 0.000 0.00 S) 57 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 58 50 MM PERFORATED PLASTIC PIPE M 35.0000 54,985.00 1,121.000 39,235.00 59 50 MM PLASTIC PIPE M 5.0000 1,360.00 212.000 1,060.00 60 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 61 REMOVE CHAIN LINK GATE EA 200.0000 600.00 5.000 1,000.00 62 STRUCTURE BACKFILL M3 9.0000 203,400.00 23,606.000 212,454.00 63 STRUCTURE BACKFILL (TYPE E) M3 32.0000 656,000.00 16,177.000 517,664.00 64 150 MM ALTERNATIVE PIPE UNDERDRAIN M 30.0000 6,900.00 296.400 8,892.00 PROGRAM CAS145 PAGE 11 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-013054 TIME 01:45 PM ESTIMATE NO. 41 BID OPENING 11/15/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/04 R.E. NAME: HUYNH, PHILIP DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,061,139.73 48,523,561.82 ADJUSTMENT OF COMPENSATION 0.00 3,501,505.55 EXTRA WORK 251,582.92 5,336,341.11 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,312,722.65 57,361,408.48 65 MOBILIZATION LS 6100,000.0000 6,100,000.00 1.000 6,100,000.00 ORIGINAL CONTRACT AMOUNT 61,080,878.00 TOTAL WORK COMPLETED 1,312,722.65 63,461,408.48 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -3,988.21 TOTAL 1,312,722.65 63,457,420.27 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 12/19/00 800 12/12/00 12/12/00 03/07/04 1193 3 253 4 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDDEN AND PCNT TIME ELAPSED INPUT BECAUSE NON-STANDARD FORMAT HUYNH, PHILIP RESIDENT ENGINEER PROGRAM CAS145 DATE 03/23/04