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 11/28/06 EST. NO.32 TIME 09:22 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 0067 1,513.04 E.W. @ F.A.(+) 060906 N OF01 0 0077 719.21 071206 N CM1105 0078 484.24 081806 N CM1106 0080 1,862.45 080406 N EE1456 0081 3,431.97 080406 N EE1454 0083 5,112.98 080406 N EE1455 0087 357.81 020806 N OF05 0 0088 2,110.81 102705 N CM8151 0089 370.66 060106 N EE0868 0090 894.83 060106 N EE0867 0092 774.33 080806 N EE0878 0093 623.76 060206 N EE0869 0098 131.89 030306 N CM1219 0101 31.69 083005 N CM1222 0102 2,758.97 051806 N EE0825 0104 616.33 091406 N CM1259 0106 1,295.09 083004 N CM1269 0109 2,357.79 083106 N FWS002 0110 998.94 090906 N FWS004 0114 1,198.12 082506 N EE1029 007 0027 466.97 E.W. @ F.A.(+) 110805 N CM8200 0031 2,445.01 071204 N CM1093 0032 2,074.92 072204 N CM1102 0033 1,007.23 070904 N CM1307 008 0002 1,252.45 E.W. @ F.A.(+) 111805 N CM8250 0013 2,164.31 101805 N CM1214 011 0023 2,541.01 E.W. @ F.A.(+) 032405 N CM1265 012 0034 451.38 E.W. @ F.A.(+) 051704 N CM1370 0261 1,560.41 081704 N CM1330 013 0017 3,821.14 E.W. @ F.A.(+) 121304 N GB01 0 0022 326.00 051104 N GB06 0 0024 1,137.20 120104 N GB08 0 0026 3,971.50 111904 N GB10 0 0035 2,164.19 110804 N GB19 0 0037 1,466.90 113004 N GB21 0 0089 902.48 011105 N CM1361 0090 2,930.74 102604 N CM1090 0092 2,020.55 102704 N CM1100 014 0006 2,454.49 E.W. @ F.A.(+) 071604 N CC12 0 016 0008 1,109.03 E.W. @ F.A.(+) 021705 N GB41 0 0009 7,379.83 022305 N GB42 0 017 0003 816.98 E.W. @ F.A.(+) 071304 N CM1308 018 0005 752.68 E.W. @ F.A.(+) 090904 N CM86 0 0020 859.60 101104 N CM1010 0044 1,734.00 071605 N CM3720 0046 1,753.10 071605 N CM3740 0048 1,471.50 071805 N CM3760 0062 2,801.46 090704 N CM82B0 0080 1,002.97 092905 N CM8040 0082 224.66 093005 N CM8500 019 0013 1,242.14 E.W. @ F.A.(+) 061005 N CM1211 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 11/28/06 EST. NO.32 TIME 09:22 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 --------------------------------------------------------------------------- 0015 141.14 032906 N CM1251 020 0007 1,345.99 E.W. @ F.A.(+) 032905 N CM3250 0021 820.42 031105 N CM7080 0022 1,346.92 031605 N CM7090 0027 3,270.84 032305 N CM7140 0033 3,183.52 032905 N CM7200 0034 2,423.66 033005 N CM7210 0038 2,234.40 040105 N CM7250 0040 129.07 032805 N CM7270 0043 876.11 040605 N CM7300 0049 2,856.34 041505 N CM7360 0050 1,367.05 041805 N CM7370 0051 3,258.34 041905 N CM7380 0055 1,908.54 051805 N CM7420 0056 2,006.94 051905 N CM7430 0057 1,199.52 051905 N CM7440 0059 1,483.21 052005 N CM7460 0061 1,180.69 052305 N CM7480 0062 1,090.53 052305 N CM7490 0064 1,392.01 011306 N CM9060 0069 2,371.45 011706 N CM9110 0073 437.29 012106 N CM9160 021 0007 503.38 E.W. @ F.A.(+) 041205 N CF06 0 0020 215.56 041405 N CM3620 024 0001 1,270.26 E.W. @ F.A.(+) 100505 N CM8520 0003 2,129.50 100605 N CM8540 0004 1,907.17 100705 N CM8550 0007 1,747.72 021406 N CM9580 0008 1,936.55 021506 N CM9590 0012 587.29 061906 N CM1078 0017 386.61 120805 N CM8600 025 0002 39,315.46 E.W. @ L.S.(+) 112706 N 002 0 028 0002 286.53 E.W. @ F.A.(+) 120905 N CM8450 0003 1,130.46 090806 N CM8401 0005 285.57 110805 N CM1312 030 0002 151.01 E.W. @ F.A.(+) 022306 N CM9720 0004 151.01 022706 N CM9760 0006 151.01 030106 N CM9810 0085 567.30 031006 N EE0863 0087 122.39 031006 N EE0864 0088 408.68 030906 N EE0840 0093 4,688.02 030906 N EE0894 0097 567.51 040506 N EE0846 0112 515.06 031406 N EE0865 0113 385.74 031506 N EE0866 032 0003 791.30 E.W. @ F.A.(+) 031306 N CM1223 038 0025 5,188.84 E.W. @ F.A.(+) 030706 N CM9921 0033 455.08 032706 N CM1000 0055 454.46 030306 N CM1215 042 0005 17,013.01 E.W. @ F.A.(+) 042806 N GB65 0 043 0013 15,081.43 E.W. @ F.A.(+) 062906 N GB80 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 11/28/06 EST. NO.32 TIME 09:22 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 --------------------------------------------------------------------------- 0014 26,909.37 062806 N GB81 0 0015 25,611.18 062706 N GB82 0 0016 23,148.17 062606 N GB83 0 0017 595.32 062606 N GB84 0 0019 778.21 020806 N GB86 0 0020 958.51 081406 N 181 0 044 0005 4,371.69 E.W. @ F.A.(+) 060206 N CF34 0 0006 1,982.09 053006 N CF33 0 0007 2,518.71 053106 N CF32 0 0008 3,045.02 062106 N GB85 0 0010 1,692.68 070706 N CF30 0 310,280.58 TOTAL THIS ESTIMATE 1,772,018.88 TOTAL PREVIOUS ESTIMATE 2,082,299.46 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 11/28/06 EST. NO.32 TIME 09:22 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 11/28/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 09:22 AM ESTIMATE NO. 32 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 11/28/06 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 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 11/28/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 09:22 AM ESTIMATE NO. 32 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 11/28/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 13.300 425.60 13.300 425.60 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 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 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 89,250.00 191.580 33,526.50 PROGRAM CAS145 PAGE 3 DATE 11/28/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 09:22 AM ESTIMATE NO. 32 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 11/28/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 104,500.00 398.000 109,450.00 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 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 11/28/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 09:22 AM ESTIMATE NO. 32 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 11/28/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 500.00 10.000 2,500.00 98 ROADSIDE SIGN - TWO POST EA 300.0000 600.00 1.000 300.00 1.000 300.00 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 11/28/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 09:22 AM ESTIMATE NO. 32 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 11/28/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 08 SLOPE PAVING (STIFF BROOM FINISH) M3 1,500.0000 105,000.00 9.850 14,775.00 78.000 117,000.00 09 MINOR CONCRETE (MISCELLANEOUS M3 2,800.0000 1,680.00 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 13.350 1,001.25 114.300 8,572.50 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 2.000 5,000.00 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 32.200 4,186.00 162.200 21,086.00 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 11/28/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 09:22 AM ESTIMATE NO. 32 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 11/28/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 11/28/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-226134 TIME 09:22 AM ESTIMATE NO. 32 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 11/28/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 23,687.85 5,898,590.07 ADJUSTMENT OF COMPENSATION 0.00 188,002.86 EXTRA WORK 310,280.58 1,894,296.60 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 333,968.43 7,980,889.53 44 MOBILIZATION LS 700,000.0000 700,000.00 1.000 700,000.00 ORIGINAL CONTRACT AMOUNT 7,154,458.00 TOTAL WORK COMPLETED 333,968.43 8,680,889.53 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 333,968.43 8,680,889.53 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 11/28/06