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 10/06/06 EST. NO.31 TIME 10:18 AM R.E. NAME: ADAM SOPLOP 04-226134 --------------------------------------------------------------------------- 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 0051 866.18 E.W. @ F.A.(+) 082405 N CM3900 0052 655.75 083005 N CM3910 0053 276.29 090705 N CM3920 0056 1,181.35 120805 N CM8430 0063 1,151.72 042806 N CM1041 0064 1,848.18 051806 N CM1062 0065 323.61 061906 N CM1077 0066 1,999.56 071106 N CM1079 0068 2,836.56 070606 N CM1080 0069 553.02 071806 N CM1082 0071 2,014.82 070706 N CM1087 0072 270.24 071306 N CM1090 008 0009 995.74 E.W. @ F.A.(+) 112105 N CM8590 0011 197.60 072804 N CM1190 011 0005 1,130.00 E.W. @ F.A.(+) 040505 N CM3490 0012 2,096.81 031605 N CM3160 0014 4,249.89 031005 N CM3130 0015 3,482.78 033005 N CM3260 0017 2,680.89 032305 N CM3190 0018 3,274.08 032805 N CM3210 0019 2,676.45 032905 N CM3220 0020 70.49 020206 N CM9400 0021 7,121.40 021706 N CM1046 012 0062 2,651.05 E.W. @ F.A.(+) 102104 N CM1050 0080 4,190.76 013105 N CM1700 013 0002 5,661.78 E.W. @ F.A.(+) 112104 N CM1240 0016 100.69 102804 N CM1110 014 0032 569.99 E.W. @ F.A.(+) 031904 N CM01C0 0038 112.26 052104 N CM19C0 0043 1,779.49 112805 N CM8300 0056 309.50 121205 N CM8630 0057 1,922.17 121305 N CM8640 0058 2,098.04 121405 N CM8650 0059 107.57 121905 N CM8660 017 0001 508.75 E.W. @ F.A.(+) 071906 N CM1081 018 0069 534.36 E.W. @ F.A.(+) 091304 N CM89B0 0070 401.98 091404 N CM92B0 0071 312.65 091504 N CM94B0 0072 267.99 091604 N CM96B0 0073 267.99 091704 N CM98B0 019 0003 488.79 E.W. @ F.A.(+) 040805 N CM3570 0005 299.75 060705 N CM3710 0006 660.20 102605 N CM8130 0007 3,060.68 110205 N CM8170 0008 1,388.27 110405 N CM8180 0009 518.23 100405 N CM8520 0010 1,023.16 010606 N CM9020 0011 1,565.82 011006 N CM9030 0012 691.72 051506 N CM1057 020 0001 619.11 E.W. @ F.A.(+) 111304 N CM1210 0002 284.19 111504 N CM1220 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 10/06/06 EST. NO.31 TIME 10:18 AM R.E. NAME: ADAM SOPLOP 04-226134 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0003 285.15 111604 N CM1230 0008 976.69 033005 N CM3280 0054 413.51 051205 N CM7410 0058 1,184.01 052005 N CM7450 0063 3,851.16 011306 N CM9050 0070 2,233.08 011906 N CM9130 0071 2,514.68 011906 N CM9140 0072 3,120.83 012006 N CM9150 0077 2,559.09 012406 N CM9200 021 0014 453.71 E.W. @ F.A.(+) 020805 N CM3030 0015 1,653.21 020905 N CM3040 0016 376.00 030305 N CM3080 0017 1,310.30 030405 N CM3090 028 0001 1,748.74 E.W. @ F.A.(+) 120705 N CM8400 030 0001 595.12 E.W. @ F.A.(+) 020806 N CM9500 0003 151.01 022406 N CM9740 0005 151.01 022806 N CM9780 0007 151.01 030206 N CM9830 0008 151.01 030306 N CM9840 0011 156.11 040406 N CM1006 0013 156.11 040506 N CM1009 0014 156.11 040606 N CM1010 0015 156.11 040706 N CM1011 0017 156.11 041006 N CM1013 0018 156.11 041106 N CM1014 0019 156.11 041206 N CM1015 0020 156.11 040306 N CM1017 0021 156.11 041306 N CM1016 0022 156.11 041406 N CM1018 0023 156.11 041706 N CM1028 0024 156.11 041806 N CM1029 0025 156.11 041906 N CM1030 0026 463.22 041906 N CM1031 0028 156.11 042006 N 4211 0 0029 614.98 042006 N CM1032 0030 156.11 042106 N CM1033 0031 156.11 042406 N CM1035 0032 156.11 042506 N CM1036 0033 156.11 042606 N CM1037 0034 156.11 042706 N CM1038 0035 156.11 042806 N CM1040 0038 156.11 050106 N CM1044 0039 156.11 050206 N CM1049 0040 156.11 050306 N CM1050 0041 156.11 050406 N CM1051 0043 237.21 050506 N CM1054 0044 80.17 051206 N CM1055 0045 252.11 051506 N CM1056 0046 156.11 051606 N CM1058 0047 156.11 051706 N CM1059 0049 156.11 051806 N CM1061 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 10/06/06 EST. NO.31 TIME 10:18 AM R.E. NAME: ADAM SOPLOP 04-226134 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0050 156.11 051906 N CM1063 0051 252.11 052206 N CM1064 0052 156.11 052306 N CM1065 0053 156.11 052406 N CM1066 0054 156.11 052506 N CM1067 0055 156.11 052606 N CM1068 0056 151.01 032706 N CM1071 0057 151.01 032806 N CM1072 0058 151.01 032906 N CM1073 0059 151.01 033006 N CM1074 0060 151.01 033106 N CM1075 0064 282.34 071806 N CM1093 0066 356.22 061406 N CM1099 0068 415.28 031406 N CM1224 0069 151.01 030606 N CM1225 0070 151.01 030706 N CM1226 0071 151.01 030806 N CM1227 0072 151.01 030906 N CM1228 0073 151.01 031006 N CM1229 0074 151.01 031306 N CM1230 0075 151.01 031406 N CM1231 0076 151.01 031506 N CM1232 0077 151.01 031606 N CM1233 0078 151.01 031706 N CM1234 0079 151.01 032006 N CM1235 0080 151.01 032106 N CM1236 0081 151.01 032206 N CM1237 0082 151.01 032306 N CM1238 0083 151.01 032406 N CM1239 0118 40,000.00 E.W. @ L.S.(+) 100506 N 118 0 0119 2,784.00 E.W. @ U.P (+) 100606 N 119 0 032 0002 679.07 E.W. @ F.A.(+) 042406 N CM1034 038 0001 410.97 E.W. @ F.A.(+) 010306 N CM9010 0003 132.93 013006 N 4211 0 0004 4,705.01 020706 N CM9470 0005 1,895.14 021506 N CM9640 0007 1,313.83 021706 N CM9660 0014 861.23 030106 N CM9790 0018 4,574.34 030706 N CM9860 0019 3,652.66 020506 N CM9870 0020 11,151.62 030706 N CM9880 0023 1,277.55 022206 N CM9910 0026 4,381.65 030806 N CM9930 0027 4,381.65 030906 N CM9940 0029 3,654.88 031706 N CM9960 0030 4,526.12 032106 N CM9970 0031 5,052.85 032206 N CM9980 0032 3,950.38 033006 N CM1001 0034 5,119.77 032306 N CM9990 0037 323.61 040306 N CM1004 0038 323.61 040506 N CM1008 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 10/06/06 EST. NO.31 TIME 10:18 AM R.E. NAME: ADAM SOPLOP 04-226134 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0041 3,699.47 041306 N CM1021 0042 3,699.47 041406 N CM1022 0043 3,463.48 041706 N CM1023 0044 4,042.01 041806 N CM1024 0045 3,028.65 041906 N CM1025 0046 3,604.47 042006 N CM1026 0047 3,029.45 042406 N CM1027 0048 29.79 042706 N CM1039 0051 1,262.96 050206 N CM1045 0052 944.60 050506 N CM1053 0053 1,080.93 052506 N CM1069 0057 2,855.55 031006 N CM1217 0058 3,136.32 031306 N CM1218 0059 9,987.00 032806 N CM1253 0060 2,389.16 042706 N CM1254 0061 7,369.87 041806 N CM1255 0062 1,373.89 121405 N CM1256 0063 6,765.20 042506 N CM1257 043 0011 5,327.46 E.W. @ F.A.(+) 070506 N CF31 0 281,441.63 TOTAL THIS ESTIMATE 1,490,577.25 TOTAL PREVIOUS ESTIMATE 1,772,018.88 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 10/06/06 EST. NO.31 TIME 10:18 AM R.E. NAME: ADAM SOPLOP 04-226134 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SUPPP INFRACTION -120,000.00 04 SWPPP INFRACTION 120,000.00 05 MISSING PAYROLL -10,000.00 21 MISSING PAYROLL 10,000.00 23 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 22 MISSING DOCUMENT 10,000.00 23 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 10/06/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 10:18 AM ESTIMATE NO. 31 BID OPENING 01/07/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/13/06 R.E. NAME: ADAM SOPLOP DATE OF THIS ESTIMATE 10/06/06 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 04-MRN-101-8.3/8.4 ---------------------------------- BALFOUR BEATTY CONSTRUCTION IN MARIN COUNTY IN LARKSPUR, CORTE WESTERN DIVISION OFFICE MADERA, AND SAN RAFAEL FROM 0.2 KM 1934 WEST VALLEY HIGHWAY SUIT NORTH OF TAMALPAIS DRIVE 100, KENT, WA 98032 OVERCROSSING TO 0.1 KM SOUTH OF ROUTE 580 AND 101 SEPARATION FED. AID NO. ACNH-Q101(57)E CONSTRUCT HOV LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000.0000 3,000.00 0.750 2,250.00 02 TIME-RELATED OVERHEAD LS 650,000.0000 650,000.00 1.000 650,000.00 03 TEMPORARY FENCE (TYPE ESA) M 12.0000 16,800.00 481.000 5,772.00 04 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 42,000.0000 42,000.00 1.000 42,000.00 06 TEMPORARY SOIL STABILIZER KG 2.0000 2,860.00 1,430.000 2,860.00 07 TEMPORARY SILT FENCE M 12.0000 9,240.00 884.810 10,617.72 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,600.0000 6,400.00 4.000 6,400.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 1,200.0000 4,800.00 3.000 3,600.00 10 TEMPORARY COVER M2 13.0000 32,500.00 1,581.000 20,553.00 11 TEMPORARY DRAINAGE INLET PROTECTION EA 600.0000 2,400.00 9.000 5,400.00 12 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.250 8,750.00 1.000 35,000.00 S) 13 TRAFFIC CONTROL SYSTEM LS 65,000.0000 65,000.00 1.000 65,000.00 S) 14 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.0000 2,730.00 0.000 0.00 S) 15 TEMPORARY TRAFFIC STRIPE (TAPE) M 6.0000 19,860.00 1,359.000 8,154.00 S) 16 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.0000 19,860.00 6,972.900 20,918.70 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 1,365.00 50.000 1,750.00 18 TEMPORARY PAVEMENT MARKER EA 4.0000 15,800.00 4,030.100 16,120.40 S) 19 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 2,000.00 0.000 0.00 20 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,000.0000 32,000.00 4.000 32,000.00 S) 21 TEMPORARY RAILING (TYPE K) M 55.0000 213,950.00 4,822.452 265,234.86 22 TEMPORARY CRASH CUSHION MODULE EA 250.0000 9,750.00 73.000 18,250.00 PROGRAM CAS145 PAGE 2 DATE 10/06/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 10:18 AM ESTIMATE NO. 31 BID OPENING 01/07/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/13/06 R.E. NAME: ADAM SOPLOP DATE OF THIS ESTIMATE 10/06/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 OBLITERATE SURFACING M2 10.0000 1,300.00 130.000 1,300.00 24 REMOVE CHAIN LINK FENCE M 32.0000 2,240.00 38.000 1,216.00 25 REMOVE METAL BEAM GUARD RAILING M 32.0000 2,176.00 114.440 3,662.08 26 REMOVE SINGLE THRIE BEAM BARRIER M 32.0000 1,728.00 0.000 0.00 27 REMOVE DOUBLE THRIE BEAM BARRIER M 35.0000 23,450.00 699.000 24,465.00 28 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 12,870.00 7,832.580 23,497.74 29 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 25,100.00 6,791.000 33,955.00 STRIPE 30 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 35.0000 350.00 0.000 0.00 31 REMOVE PAVEMENT MARKER EA 2.0000 8,920.00 6,042.000 12,084.00 32 REMOVE ROADSIDE SIGN EA 125.0000 1,125.00 6.000 750.00 33 REMOVE SIGN PANEL EA 125.0000 125.00 0.000 0.00 34 REMOVE ASPHALT CONCRETE M3 280.0000 12,600.00 37.086 10,384.08 45.000 12,600.00 35 REMOVE CULVERT M 240.0000 69,600.00 307.000 73,680.00 36 REMOVE INLET EA 725.0000 1,450.00 2.000 1,450.00 37 REMOVE DOWNDRAIN M 58.0000 3,886.00 65.500 3,799.00 38 RELOCATE SIGN STRUCTURE EA 3,500.0000 3,500.00 1.000 3,500.00 S) 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 12.0000 30,000.00 2,741.000 32,892.00 S) 40 REMOVE CONCRETE M3 50.0000 1,050.00 5.500 275.00 21.000 1,050.00 41 REMOVE CONCRETE BARRIER (TYPE K) M 35.0000 4,200.00 120.000 4,200.00 42 REMOVE CONCRETE BARRIER (TYPE 50) M 30.0000 4,800.00 160.000 4,800.00 43 REMOVE CONCRETE BARRIER (TYPE 60) M 40.0000 5,600.00 132.700 5,308.00 44 REMOVE CRASH CUSHION (SAND FILLED) EA 1,500.0000 4,500.00 3.000 4,500.00 45 BRIDGE REMOVAL (PORTION), LOCATION A LS 90,000.0000 90,000.00 1.000 90,000.00 46 BRIDGE REMOVAL (PORTION), LOCATION B LS 32,000.0000 32,000.00 1.000 32,000.00 47 BRIDGE REMOVAL (PORTION), LOCATION C LS 5,000.0000 5,000.00 1.000 5,000.00 48 CLEARING AND GRUBBING LS 18,000.0000 18,000.00 1.000 18,000.00 49 ROADWAY EXCAVATION M3 175.0000 89,250.00 69.100 12,092.50 191.580 33,526.50 PROGRAM CAS145 PAGE 3 DATE 10/06/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 10:18 AM ESTIMATE NO. 31 BID OPENING 01/07/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/13/06 R.E. NAME: ADAM SOPLOP DATE OF THIS ESTIMATE 10/06/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 51 STRUCTURE EXCAVATION (BRIDGE) M3 110.0000 4,510.00 41.000 4,510.00 F) 52 STRUCTURE EXCAVATION (TYPE D) M3 135.0000 41,310.00 0.000 0.00 F) 53 STRUCTURE BACKFILL (BRIDGE) M3 220.0000 2,420.00 11.000 2,420.00 F) 54 EROSION CONTROL (NETTING) M2 5.0000 2,800.00 560.000 2,800.00 S) 55 STRAW (EROSION CONTROL) TONN 600.0000 1,380.00 2.300 1,380.00 S) 56 FIBER (EROSION CONTROL) KG 1.5000 480.00 320.000 480.00 S) 57 FIBER ROLLS M 12.0000 3,120.00 594.300 7,131.60 S) 58 COMPOST (EROSION CONTROL) KG 1.5000 1,410.00 940.000 1,410.00 S) 59 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 3,000.00 5.000 3,000.00 S) 60 PURE LIVE SEED (EROSION CONTROL) KG 20.0000 1,000.00 61.166 1,223.32 S) 61 STABILIZING EMULSION (EROSION CONTROL) KG 7.0000 490.00 70.000 490.00 S) 62 WATER METER EA 2,500.0000 2,500.00 0.000 0.00 S) 63 200 MM CORRUGATED HIGH DENSITY M 150.0000 13,350.00 40.000 6,000.00 S) POLYETHYLENE PIPE CONDUIT 64 MAINTENANCE VEHICLE PULLOUT EA 7,500.0000 7,500.00 0.000 0.00 65 REPLACE ASPHALT CONCRETE SURFACING M3 275.0000 104,500.00 22.000 6,050.00 398.000 109,450.00 66 ASPHALT CONCRETE (TYPE B, BRIDGE) TONN 80.0000 52,080.00 322.800 25,824.00 67 ASPHALT CONCRETE (TYPE A) TONN 110.0000 112,200.00 646.970 71,166.70 68 PLACE ASPHALT CONCRETE DIKE (TYPE B) M 25.0000 2,150.00 27.000 675.00 91.000 2,275.00 69 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 25.0000 3,000.00 120.000 3,000.00 70 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,200.0000 840.00 0.350 420.00 71 1.7 M CAST-IN-DRILLED-HOLE CONCRETE M 6,000.0000 60,000.00 9.000 54,000.00 S) PILING 72 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 6,400.0000 57,600.00 9.000 57,600.00 S) PILING (ROCK SOCKET) 73 1.7 M PERMANENT STEEL CASING M 3,000.0000 27,000.00 9.000 27,000.00 S) 74 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 125.0000 228,250.00 1,596.000 199,500.00 PILING (406 MM) 75 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 2,500.0000 210,000.00 92.000 230,000.00 PILE (406 MM) 76 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 900.0000 6,300.00 7.000 6,300.00 F) PROGRAM CAS145 PAGE 4 DATE 10/06/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 10:18 AM ESTIMATE NO. 31 BID OPENING 01/07/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/13/06 R.E. NAME: ADAM SOPLOP DATE OF THIS ESTIMATE 10/06/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURAL CONCRETE, BRIDGE M3 1,076.0000 1,079,228.00 792.000 852,192.00 F) 78 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 25,500.00 17.000 25,500.00 F) 79 MINOR CONCRETE (BACKFILL) M3 300.0000 1,200.00 3.400 1,020.00 80 ARCHITECTURAL TREATMENT M 120.0000 15,600.00 0.000 0.00 81 DRILL AND BOND DOWEL M 200.0000 28,400.00 181.880 36,376.00 82 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,000.0000 7,000.00 1.000 7,000.00 S) GIRDER (5 M - 10 M) 83 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,000.0000 48,000.00 6.000 48,000.00 S) GIRDER (10 M - 15 M) 84 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,000.0000 104,000.00 13.000 104,000.00 S) GIRDER (15 M - 20 M) 85 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,700.0000 252,300.00 29.000 252,300.00 S) GIRDER (20 M - 25 M) 86 FURNISH PRECAST PRESTRESSED CONCRETE EA 12,000.0000 144,000.00 12.000 144,000.00 S) GIRDER (25 M - 30 M) 87 ERECT PRECAST CONCRETE GIRDER EA 1,200.0000 73,200.00 61.000 73,200.00 S) 88 REFINISH BRIDGE DECK M2 75.0000 52,275.00 0.000 0.00 89 CORE CONCRETE (151 MM - 200 MM) M 300.0000 450.00 2.500 750.00 S) 90 SOUND WALL (MASONRY BLOCK) M2 300.0000 370,800.00 1,200.000 360,000.00 SF) 91 JOINT SEAL (TYPE AL) M 50.0000 13,750.00 276.150 13,807.50 S) 92 JOINT SEAL (MR 40 MM) M 175.0000 8,225.00 52.310 9,154.25 S) 93 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 452,450.00 142,908.000 357,270.00 SF) 94 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 6,600.00 5.500 6,600.00 S) CONCRETE PILE (SIGN FOUNDATION) 95 INSTALL SELF ADHESIVE SIGN PANEL EA 850.0000 850.00 0.000 0.00 96 METAL (BARRIER MOUNTED SIGN) KG 14.0000 4,200.00 540.000 7,560.00 F) 97 ROADSIDE SIGN - ONE POST EA 250.0000 1,500.00 8.000 2,000.00 98 ROADSIDE SIGN - TWO POST EA 300.0000 600.00 0.000 0.00 99 INSTALL SIGN PANEL ON EXISTING FRAME M2 120.0000 2,640.00 22.000 2,640.00 00 450 MM ALTERNATIVE PIPE CULVERT M 500.0000 45,000.00 87.700 43,850.00 01 375 MM PLASTIC PIPE (SMOOTH INTERIOR) M 400.0000 44,000.00 103.800 41,520.00 02 450 MM REINFORCED CONCRETE PIPE M 1,200.0000 2,400.00 2.130 2,556.00 03 450 MM ALTERNATIVE SLOTTED PIPE M 310.0000 105,400.00 335.300 103,943.00 PROGRAM CAS145 PAGE 5 DATE 10/06/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 10:18 AM ESTIMATE NO. 31 BID OPENING 01/07/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/13/06 R.E. NAME: ADAM SOPLOP DATE OF THIS ESTIMATE 10/06/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 130.0000 8,710.00 66.600 8,658.00 (1.63 MM THICK) 05 300 MM ANCHOR ASSEMBLY EA 200.0000 1,000.00 5.000 1,000.00 06 GRATED LINE DRAIN M 380.0000 21,280.00 56.000 21,280.00 07 375 MM FLARED END SECTION EA 400.0000 400.00 1.000 400.00 1.000 400.00 08 SLOPE PAVING (STIFF BROOM FINISH) M3 1,500.0000 105,000.00 68.150 102,225.00 09 MINOR CONCRETE (MISCELLANEOUS M3 2,800.0000 1,680.00 0.050 140.00 0.600 1,680.00 CONSTRUCTION) 10 MISCELLANEOUS IRON AND STEEL KG 3.0000 4,524.00 1,508.000 4,524.00 F) 11 GRATE LOCKING DEVICE EA 1,500.0000 4,500.00 3.000 4,500.00 12 CHAIN LINK FENCE (TYPE CL-1.8, M 85.0000 5,950.00 42.000 3,570.00 VINYL-CLAD) 13 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 8,250.00 100.950 7,571.25 S) 14 CHAIN LINK RAILING (TYPE 7) M 160.0000 14,880.00 93.000 14,880.00 SF) 15 TUBULAR BICYCLE RAILING M 175.0000 16,450.00 94.000 16,450.00 SF) 16 CONCRETE BARRIER (TYPE 27M) M 200.0000 19,400.00 94.300 18,860.00 F) 17 SINGLE THRIE BEAM BARRIER (WOOD POST) M 170.0000 9,180.00 62.180 10,570.60 S) 18 DOUBLE THRIE BEAM BARRIER M 100.0000 67,000.00 667.000 66,700.00 S) 19 DOUBLE THRIE BEAM BARRIER CONNECTION EA 2,500.0000 5,000.00 1.000 2,500.00 S) TO CONCRETE BARRIER 20 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 4,000.00 0.000 0.00 S) 21 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 850.0000 850.00 1.000 850.00 S) 22 CRASH CUSHION, SAND FILLED EA 4,500.0000 9,000.00 2.000 9,000.00 S) 23 CONCRETE BARRIER (TYPE 60) M 165.0000 49,500.00 295.000 48,675.00 24 CONCRETE BARRIER (TYPE 60A) M 170.0000 59,330.00 349.000 59,330.00 F) 25 CONCRETE BARRIER (TYPE 60D) M 130.0000 16,900.00 130.000 16,900.00 26 CONCRETE BARRIER (TYPE 60 A MODIFIED) M 175.0000 7,525.00 43.000 7,525.00 F) 27 CONCRETE BARRIER (TYPE 80) M 420.0000 146,160.00 348.000 146,160.00 F) 28 CONCRETE BARRIER (TYPE 742 M) M 200.0000 18,600.00 93.000 18,600.00 F) 29 THERMOPLASTIC PAVEMENT MARKING M2 60.0000 10,800.00 91.000 5,460.00 S) 30 PAINT PAVEMENT MARKING (2-COAT) BLUE M2 140.0000 560.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 10/06/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 10:18 AM ESTIMATE NO. 31 BID OPENING 01/07/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/13/06 R.E. NAME: ADAM SOPLOP DATE OF THIS ESTIMATE 10/06/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 100 MM THERMOPLASTIC TRAFFIC STRIPE M 7.0000 686.00 98.000 686.00 S) 32 200 MM THERMOPLASTIC TRAFFIC STRIPE M 14.0000 18,620.00 839.000 11,746.00 S) 33 200 MM THERMOPLASTIC TRAFFIC STRIPE M 12.0000 1,800.00 142.000 1,704.00 S) (BROKEN 3.66 M - 0.92 M) 34 100 MM THERMOPLASTIC TRAFFIC STRIPE M 6.0000 1,320.00 242.000 1,452.00 S) (BROKEN 5.18 M - 2.14 M) 35 PAINT TRAFFIC STRIPE (2-COAT) M 7.0000 70,700.00 8,827.000 61,789.00 S) 36 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 10,890.00 3,027.000 9,081.00 S) 37 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 7,120.00 1,345.000 5,380.00 S) 38 LIGHTING AND SIGN ILLUMINATION LS 40,000.0000 40,000.00 1.000 40,000.00 S) 39 ELECTRIC SERVICE (IRRIGATION) LS 3,000.0000 3,000.00 1.000 3,000.00 S) 40 MODIFY SIGNAL AND LIGHTING LS 32,000.0000 32,000.00 0.980 31,360.00 S) 41 TRAFFIC OPERATIONS SYSTEM LS 140,000.0000 140,000.00 0.990 138,600.00 S) 42 VIDEO IMAGE PROCESSING SYSTEM LS 10,000.0000 10,000.00 1.000 10,000.00 S) 43 CELLULAR DIGITAL PACKET DATA MODEM EA 7,000.0000 14,000.00 0.500 3,500.00 S) PROGRAM CAS145 PAGE 7 DATE 10/06/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 10:18 AM ESTIMATE NO. 31 BID OPENING 01/07/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/13/06 R.E. NAME: ADAM SOPLOP DATE OF THIS ESTIMATE 10/06/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 38,766.58 5,874,902.22 ADJUSTMENT OF COMPENSATION 0.00 188,002.86 EXTRA WORK 281,441.63 1,584,016.02 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 320,208.21 7,646,921.10 44 MOBILIZATION LS 700,000.0000 700,000.00 1.000 700,000.00 ORIGINAL CONTRACT AMOUNT 7,154,458.00 TOTAL WORK COMPLETED 320,208.21 8,346,921.10 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 320,208.21 8,346,921.10 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/17/04 290 03/03/04 03/03/04 09/13/06 722 34 43 1 100% 100% ADAM SOPLOP RESIDENT ENGINEER PROGRAM CAS145 DATE 10/06/06