PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 08/18/06 EST. NO.41 TIME 07:11 AM R.E. NAME: KISHIYAMA, DARIN 04-253804 --------------------------------------------------------------------------- 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 0093 170.76 E.W. @ F.A.(+) 052406 Y 0448.0 0094 592.05 070606 Y 0449.0 0095 216.13 071406 Y 0450.0 0096 251.39 071706 Y 0451.0 0099 1,248.20 051906 N 461 0 0100 3,039.65 052206 N 462 0 002 0038 90.00 A.C. @ U.P.(+) 052106 Y 0452.0 0039 172.80 062506 Y 0453.0 004 0031 350.00 A.C. @ L.S.(+) 040406 Y 0454.0 031 0068 35.75 E.W. @ F.A.(+) 121905 Y 0456.0 0069 215.91 012306 Y 0457.0 0070 790.07 030206 Y 0458.0 056 0001 2,751.00 E.W. @ L.S.(+) 081406 N 0001 0 9,923.71 TOTAL THIS ESTIMATE 3,125,232.00 TOTAL PREVIOUS ESTIMATE 3,135,155.71 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 08/18/06 EST. NO.41 TIME 07:11 AM R.E. NAME: KISHIYAMA, DARIN 04-253804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DELINQUENT APP AGREE -10,000.00 31 LABOR COMPLIANCE 10,000.00 33 PAYROLL DESCREPANCY -10,000.00 36 LABOR COMPLIANCE 9,000.00 37 LABOR COMPLIANCE 1,000.00 38 LABOR PAY -10,000.00 40 MISSING DOCUMENTS 10,000.00 41 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/18/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253804 TIME 07:11 AM ESTIMATE NO. 41 BID OPENING 01/14/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/06 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 08/18/06 LOCATION PROGRESS ESTIMATE 04-NAP-121-R5.0/R5.7 ----------------- C.C. MYERS, INC. IN NAPA COUNTY IN NAPA CITY FROM P.O. BOX 2948 0.9 KM EAST OF IMOLA AVENUE RANCHO CORDOVA, CA 95741 SEPARATION TO 0.4 KM WEST OF STATE ROUTE 221 FED. AID NO. ACST-P121(20)E ,P-P121(20)E ,ACBR-P121(20)E BRIDGE REPLACEMENT ------------------------------------------------------------------------------------------------------------------------------------ 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 30,000.0000 30,000.00 0.751 22,530.00 02 TIME-RELATED OVERHEAD WDAY 3,400.0000 2,295,000.00 698.000 2,373,200.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 40.0000 60,000.00 1,560.610 62,424.40 S) 04 TEMPORARY FENCE (TYPE ESA) M 15.0000 6,600.00 439.230 6,588.45 05 ASBESTOS HEALTH AND SAFETY PLAN LS 8,000.0000 8,000.00 1.000 8,000.00 06 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 07 WATER POLLUTION CONTROL LS 45,000.0000 45,000.00 0.980 44,100.00 08 TEMPORARY DRAINAGE INLET PROTECTION EA 230.0000 2,760.00 12.000 2,760.00 09 TEMPORARY EROSION CONTROL M2 0.7000 6,440.00 15,000.000 10,500.00 10 TEMPORARY SILT FENCE M 4.0000 6,000.00 1,353.105 5,412.42 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 6,000.00 2.000 6,000.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 15,000.00 4.811 12,027.50 13 TEMPORARY COVER M2 2.0000 800.00 562.000 1,124.00 14 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.700 17,500.00 S) 15 TRAFFIC CONTROL SYSTEM LS 35,000.0000 35,000.00 1.000 35,000.00 S) 16 TYPE III BARRICADE EA 75.0000 5,550.00 58.185 4,363.88 S) 17 TEMPORARY PAVEMENT MARKING (PAINT) M2 37.0000 8,510.00 197.220 7,297.14 S) 18 TEMPORARY TRAFFIC STRIPE (TAPE) M 14.0000 5,600.00 279.300 3,910.20 19 TEMPORARY TRAFFIC STRIPE (PAINT) M 5.0000 39,550.00 7,155.900 35,779.50 S) 20 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 2,475.00 55.000 2,475.00 21 TEMPORARY PAVEMENT MARKER EA 6.0000 4,200.00 401.520 2,409.12 22 PORTABLE CHANGEABLE MESSAGE SIGN EA 4,000.0000 8,000.00 2.139 8,556.00 S) PROGRAM CAS145 PAGE 2 DATE 08/18/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253804 TIME 07:11 AM ESTIMATE NO. 41 BID OPENING 01/14/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/06 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 08/18/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 35.0000 71,750.00 1,770.937 61,982.80 24 TEMPORARY CRASH CUSHION MODULE EA 225.0000 17,325.00 25.100 5,647.50 S) 25 REMOVE SEWER FACILITY LS 2,000.0000 2,000.00 1.000 2,000.00 26 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 21.0000 13,860.00 660.000 13,860.00 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 31.0000 10,850.00 348.000 10,788.00 STRIPE 28 REMOVE TRAFFIC STRIPE AND PAVEMENT M 3.0000 13,020.00 4,332.000 12,996.00 MARKING 29 REMOVE THERMOPLASTIC TRAFFIC STRIPE AND M 3.5000 8,890.00 2,536.000 8,876.00 PAVEMENT MARKING 30 REMOVE ROADSIDE SIGN EA 100.0000 2,100.00 20.000 2,000.00 31 REMOVE CULVERT M 85.0000 64,600.00 404.236 34,360.06 32 REMOVE INLET EA 500.0000 3,000.00 4.000 2,000.00 33 REMOVE HEADWALL EA 300.0000 600.00 2.000 600.00 34 REMOVE MANHOLE EA 725.0000 2,900.00 3.000 2,175.00 35 REMOVE AIR RELEASE VALVE EA 315.0000 630.00 2.000 630.00 36 REMOVE SEWER PIPE M 75.0000 32,250.00 170.940 12,820.50 37 RESET ROADSIDE SIGN (WOOD POST) EA 800.0000 1,600.00 0.000 0.00 38 RELOCATE ROADSIDE SIGN (METAL POST) EA 450.0000 450.00 1.000 450.00 39 RELOCATE ROADSIDE SIGN (WOOD POST) EA 600.0000 3,000.00 4.000 2,400.00 40 ADJUST FIRE HYDRANT EA 800.0000 800.00 0.000 0.00 41 ADJUST INLET EA 1,800.0000 1,800.00 2.000 3,600.00 42 ADJUST MANHOLE TO GRADE EA 400.0000 400.00 0.000 0.00 43 ADJUST UTILITY COVER TO GRADE EA 300.0000 1,800.00 4.000 1,200.00 44 ADJUST SEWER MANHOLE EA 400.0000 1,200.00 3.000 1,200.00 45 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 5,520.00 1,380.000 5,520.00 S) (45 MM MAXIMUM) 46 CAP INLET EA 1,000.0000 3,000.00 1.000 1,000.00 47 BRIDGE REMOVAL LS 900,000.0000 900,000.00 1.000 900,000.00 48 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 1.000 40,000.00 49 DEVELOP WATER SUPPLY LS 4,500.0000 4,500.00 1.000 4,500.00 PROGRAM CAS145 PAGE 3 DATE 08/18/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253804 TIME 07:11 AM ESTIMATE NO. 41 BID OPENING 01/14/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/06 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 08/18/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ROADWAY EXCAVATION M3 9.3500 561,000.00 54,869.373 513,028.64 51 ROADWAY EXCAVATION (CHROMIUM) M3 205.0000 114,800.00 421.730 86,454.65 52 ROADWAY EXCAVATION (TYPE Y) M3 15.0000 16,500.00 910.000 13,650.00 (AERIALLY DEPOSITED LEAD) 53 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 54 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 47,550.00 1,667.000 50,010.00 F) 55 STRUCTURE EXCAVATION (TYPE A) M3 200.0000 1,115,000.00 6,693.000 1,338,600.00 F) 56 STRUCTURE EXCAVATION (TYPE D) M3 25.0000 145,875.00 4,825.000 120,625.00 F) 57 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 13,625.00 330.000 8,250.00 F) 58 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 210,750.00 4,983.000 249,150.00 F) 59 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 8,300.00 305.000 6,100.00 F) 60 DITCH EXCAVATION M3 30.0000 27,600.00 0.000 0.00 61 DREDGE SEDIMENT SAMPLING AND ANALYSIS LS 6,000.0000 6,000.00 1.000 6,000.00 62 IMPORTED BORROW M3 7.8000 140,400.00 15,632.050 121,929.99 63 LIGHTWEIGHT FILL M3 74.0000 2,319,900.00 3,066.200 226,898.80 (EXPANDED POLYSTYRENE BLOCK) 64 GEOTEXTILE CUSHION M2 1.5000 5,295.00 0.000 0.00 65 GEOMEMBRANE (GASOLINE RESISTANT) M2 23.5000 310,200.00 5,198.972 122,175.84 66 HIGHWAY PLANTING LS 35,000.0000 35,000.00 0.800 28,000.00 0.800 28,000.00 S) 67 EROSION CONTROL (BLANKET) M2 7.5000 5,625.00 0.000 0.00 S) 68 STRAW (EROSION CONTROL) TONN 500.0000 3,000.00 0.808 404.00 S) 69 FIBER (EROSION CONTROL) KG 0.8500 722.50 129.280 109.89 S) 70 FIBER ROLLS M 16.0000 43,680.00 305.000 4,880.00 S) 71 COMPOST (EROSION CONTROL) TONN 675.0000 1,350.00 0.380 256.50 S) 72 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 3,000.00 1.000 1,000.00 S) 73 PURE LIVE SEED (EROSION CONTROL) KG 140.0000 11,620.00 12.730 1,782.20 S) 74 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 760.00 28.280 113.12 S) 75 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 0.000 0.00 S) 76 IRRIGATION SYSTEM LS 60,000.0000 60,000.00 0.146 8,760.00 0.946 56,760.00 S) PROGRAM CAS145 PAGE 4 DATE 08/18/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253804 TIME 07:11 AM ESTIMATE NO. 41 BID OPENING 01/14/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/06 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 08/18/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 18 STATION RAINMASTER IRRIGATION EA 10,000.0000 10,000.00 1.000 10,000.00 1.000 10,000.00 S) CONTROLLER 78 12 STATION RAINMASTER IRRIGATION EA 10,000.0000 10,000.00 1.050 10,500.00 1.050 10,500.00 S) CONTROLLER 79 PHONE REPEATER STATION EA 9,000.0000 9,000.00 0.000 0.00 S) 80 WATER METER EA 7,000.0000 14,000.00 2.000 14,000.00 81 200 MM CORRUGATED HIGH DENSITY M 120.0000 13,200.00 29.050 3,486.00 POLYETHYLENE PIPE CONDUIT 82 CLASS 3 AGGREGATE BASE M3 40.0000 160,800.00 2,356.820 94,272.80 83 ASPHALT TREATED PERMEABLE BASE M3 113.0000 42,940.00 0.000 0.00 84 ASPHALT CONCRETE (TYPE A) TONN 70.0000 508,900.00 262.320 18,362.40 6,513.850 455,969.50 85 LIQUID ASPHALT, SC-70 (PRIME COAT) TONN 1.0000 10.00 0.000 0.00 86 PORTLAND CEMENT CONCRETE M3 430.0000 232,200.00 0.000 0.00 (LOAD DISTRIBUTION SLAB) 87 FURNISH STEEL PILING (HP 360 X 152) M 50.0000 902,700.00 18,040.440 902,022.00 88 DRIVE STEEL PILE (HP 360 X 152) EA 900.0000 801,000.00 890.000 801,000.00 S) 89 FURNISH PILING (CLASS 900C) M 33.0000 128,040.00 4,477.000 147,741.00 90 DRIVE PILE (CLASS 900C) EA 1,200.0000 241,200.00 232.000 278,400.00 S) 91 FURNISH PILING (CLASS 400C) M 30.0000 70,020.00 901.150 27,034.50 92 DRIVE PILE (CLASS 400C) EA 1,200.0000 146,400.00 54.000 64,800.00 S) 93 PRESTRESSING CAST-IN-PLACE CONCRETE LS 375,000.0000 375,000.00 0.995 373,125.00 S) 94 SEAL COURSE CONCRETE M3 285.0000 233,700.00 1,047.000 298,395.00 95 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 867,000.00 2,981.000 894,300.00 F) 96 STRUCTURAL CONCRETE, BRIDGE M3 507.0000 5,954,715.00 13,423.000 6,805,461.00 F) 97 STRUCTURAL CONCRETE, RETAINING WALL M3 350.0000 206,500.00 300.000 105,000.00 F) 98 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 75,000.00 152.000 76,000.00 F) (TYPE N MODIFIED) 99 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 29,160.00 15.130 18,156.00 F) 00 ANTI-GRAFFITI COATING LS 15,000.0000 15,000.00 0.000 0.00 01 FRACTURED RIB TEXTURE M2 90.0000 69,300.00 521.000 46,890.00 F) 02 JOINT SEAL ASSEMBLY (MR 80 MM) M 400.0000 22,000.00 36.000 14,400.00 S) 03 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,200.0000 99,600.00 83.000 99,600.00 S) PROGRAM CAS145 PAGE 5 DATE 08/18/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253804 TIME 07:11 AM ESTIMATE NO. 41 BID OPENING 01/14/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/06 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 08/18/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 BAR REINFORCING STEEL (BRIDGE) KG 1.0500 2,451,750.00 2,624,294.760 2,755,509.50 SF) 05 BAR REINFORCING STEEL (RETAINING WALL) KG 1.1000 82,500.00 36,701.850 40,372.04 SF) 06 NAVIGATIONAL CLEARANCE GAUGE EA 10,000.0000 20,000.00 0.000 0.00 SF)(BRIDGE MOUNTED) 07 BARRIER MOUNTED SIGN (METAL POST) EA 1,000.0000 14,000.00 9.001 9,001.00 08 ROADSIDE SIGN (ELECTROLIER HOOD) EA 1,000.0000 4,000.00 5.000 5,000.00 S) 09 300 MM ALTERNATIVE PIPE CULVERT M 195.0000 9,945.00 10.000 1,950.00 10 450 MM ALTERNATIVE PIPE CULVERT M 175.0000 28,000.00 163.000 28,525.00 11 600 MM ALTERNATIVE PIPE CULVERT M 185.0000 3,330.00 19.000 3,515.00 12 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 3,360.00 17.000 3,570.00 13 1050 MM ALTERNATIVE PIPE CULVERT M 2,025.0000 2,025.00 0.000 0.00 14 450 MM REINFORCED CONCRETE PIPE M 250.0000 3,750.00 15.000 3,750.00 (CLASS V) 15 900 MM REINFORCED CONCRETE PIPE M 230.0000 50,600.00 218.600 50,278.00 (CLASS V) 16 80 MM PLASTIC PIPE (EDGE DRAIN) M 21.0000 3,990.00 190.000 3,990.00 17 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 25.0000 1,375.00 55.000 1,375.00 18 900 MM CORRUGATED STEEL PIPE INLET M 1,500.0000 1,500.00 0.000 0.00 (2.77 MM THICK) 19 750 MM CONCRETE FLARED END SECTION EA 430.0000 430.00 0.000 0.00 20 900 MM CONCRETE FLARED END SECTION EA 650.0000 1,950.00 1.000 650.00 21 450 MM ALTERNATIVE FLARED END SECTION EA 100.0000 100.00 1.000 100.00 22 600 MM ALTERNATIVE FLARED END SECTION EA 100.0000 100.00 0.000 0.00 23 1050 MM ALTERNATIVE FLARED END SECTION EA 1,250.0000 1,250.00 0.000 0.00 24 1200 MM PRECAST CONCRETE PIPE MANHOLE M 750.0000 3,000.00 3.800 2,850.00 25 ROCK SLOPE PROTECTION M3 100.0000 2,500.00 0.000 0.00 (BACKING NO. 1, METHOD B) 26 ROCK SLOPE PROTECTION FABRIC M2 5.0000 405.00 0.000 0.00 27 MINOR CONCRETE (MISCELLANEOUS M3 350.0000 84,000.00 200.042 70,014.70 S) CONSTRUCTION) 28 MINOR CONCRETE (ISLAND PAVING) M3 725.0000 9,425.00 0.000 0.00 S) 29 MISCELLANEOUS IRON AND STEEL KG 3.0000 6,504.00 1,022.000 3,066.00 SF) 30 MISCELLANEOUS METAL KG 8.5000 31,025.00 3,650.000 31,025.00 SF)(RESTRAINER - CABLE TYPE) PROGRAM CAS145 PAGE 6 DATE 08/18/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253804 TIME 07:11 AM ESTIMATE NO. 41 BID OPENING 01/14/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/06 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 08/18/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 165,800.00 20,725.000 165,800.00 SF) 32 SURVEY MONUMENT EA 800.0000 2,400.00 0.000 0.00 33 OBJECT MARKER (TYPE R) EA 180.0000 360.00 0.000 0.00 34 OBJECT MARKER (TYPE K-1) EA 60.0000 60.00 0.000 0.00 35 TUBULAR HANDRAILING M 70.0000 89,670.00 1,336.000 93,520.00 SF) 36 METAL TUBE BRIDGE RAILING (BIKE RAILING) M 95.0000 51,775.00 545.000 51,775.00 SF) 37 CRASH CUSHION (ADIEM) EA 18,000.0000 36,000.00 2.000 36,000.00 S) 38 CONCRETE BARRIER (TYPE 80 MODIFIED) M 310.0000 339,450.00 1,154.000 357,740.00 F) 39 CONCRETE BARRIER (TYPE 80 SW MODIFIED) M 450.0000 490,950.00 1,345.000 605,250.00 F) 40 CONCRETE BARRIER (TYPE 80A SW MODIFIED) M 455.0000 81,900.00 79.000 35,945.00 F) 41 CONCRETE BARRIER (TYPE 80B MODIFIED) M 375.0000 22,125.00 59.000 22,125.00 42 CONCRETE BARRIER (TYPE 80B SW MODIFIED) M 475.0000 49,875.00 105.000 49,875.00 43 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 7,500.00 155.039 7,751.95 S) 44 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.5000 9,630.00 2,220.000 9,990.00 S) 45 150 MM THERMOPLASTIC TRAFFIC STRIPE M 6.0000 11,640.00 1,946.500 11,679.00 S) 46 200 MM THERMOPLASTIC TRAFFIC STRIPE M 7.0000 1,890.00 267.000 1,869.00 S) 47 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.5000 91.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 48 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 9,080.00 2,017.000 8,068.00 S) (BROKEN 5.18 M - 2.14 M) 49 150 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 680.00 72.000 288.00 S) (BROKEN 2.44 M - 1.22 M) 50 PAINT PAVEMENT MARKING M2 65.0000 715.00 11.239 730.54 S) 51 PAVEMENT MARKER (NON-REFLECTIVE) EA 6.0000 252.00 42.000 252.00 S) 52 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 3,640.00 520.000 3,640.00 S) 53 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 1.000 100,000.00 S) 54 SIGNAL AND LIGHTING (LOCATION 2) LS 100,000.0000 100,000.00 1.000 100,000.00 S) 55 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 175,000.0000 175,000.00 1.000 175,000.00 S) 56 LIGHTING (CITY STREET) LS 225,000.0000 225,000.00 1.000 225,000.00 S) 57 EMERGENCY VEHICLE DETECTOR EA 1,000.0000 7,000.00 7.250 7,250.00 S) PROGRAM CAS145 PAGE 7 DATE 08/18/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253804 TIME 07:11 AM ESTIMATE NO. 41 BID OPENING 01/14/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/06 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 08/18/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 LIGHTING (NAVIGATION) LS 60,000.0000 60,000.00 0.750 45,000.00 S) 59 INTERCONNECTION CONDUIT AND CABLE LS 25,000.0000 25,000.00 0.900 22,500.00 S) 60 50 MM PVC CONDUIT (AT&T) M 50.0000 50,000.00 1,000.000 50,000.00 S) 61 100 MM PVC CONDUIT (AT&T) M 55.0000 55,000.00 999.995 54,999.73 S) 62 150 MM CONDUIT (7.11 MM THICK) M 170.0000 232,900.00 1,370.000 232,900.00 S) (THREADED RIGID STEEL PIPE) (PG&E) 63 150 MM PVC CONDUIT (PG&E) M 32.0000 20,160.00 738.108 23,619.46 S) 64 PULL BOX (AT&T) EA 1,000.0000 2,000.00 2.000 2,000.00 S) 65 SPLICE VAULT (PG&E) EA 5,000.0000 10,000.00 2.000 10,000.00 S) PROGRAM CAS145 PAGE 8 DATE 08/18/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253804 TIME 07:11 AM ESTIMATE NO. 41 BID OPENING 01/14/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/06 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 08/18/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 75,622.40 23,833,903.82 ADJUSTMENT OF COMPENSATION 612.80 743,760.78 EXTRA WORK 9,310.91 2,391,394.93 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 85,546.11 26,969,059.53 66 MOBILIZATION LS 2826,000.0000 2,826,000.00 1.000 2,826,000.00 ORIGINAL CONTRACT AMOUNT 28,384,624.50 TOTAL WORK COMPLETED 85,546.11 29,795,059.53 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL 95,546.11 29,795,059.53 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 02/25/03 925 03/12/03 03/12/03 08/16/07 738 127 53 2 97% 98% PROGRESS IS SATISFACTORY CCO NOT IN SYSTEM KISHIYAMA, DARIN RESIDENT ENGINEER PROGRAM CAS145 DATE 08/18/06