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 05/25/06 EST. NO.38 TIME 08:05 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 0077 73.66 E.W. @ F.A.(+) 041906 Y 0395.0 0078 134.04 042006 Y 0396.0 002 0036 202.00 A.C. @ U.P.(+) 032606 Y 0397.0 0037 91.60 042306 Y 0398.0 004 0029 350.00 A.C. @ L.S.(+) 040406 Y 0391.0 0030 412.50 040406 Y 0399.0 022 0015 97,079.27 A.C. @ L.S.(+) 051206 N RE0015 0016 209,409.45 E.W. @ L.S.(+) 051206 N RE0016 024 0001 9,925.55 E.W. @ L.S.(+) 051206 N RE0010 0002 -8,057.00 A.C. @ L.S.(-) 051206 N RE0002 030 0003 5,689.20 E.W. @ F.A.(+) 010406 Y 0400.0 031 0051 286.61 E.W. @ F.A.(+) 011906 Y 0369.0 0061 333.07 030806 Y 0385.0 0062 80.64 032106 Y 0392.0 0063 381.67 040606 Y 0402.0 0064 176.09 041906 Y 0403.0 0065 73.67 040306 Y 0401.0 053 0004 1,874.33 E.W. @ F.A.(+) 012306 N 0393.0 0005 2,711.03 021306 N 0394.0 0006 890.72 123105 Y 0404.0 0007 911.67 123105 Y 0405.0 0008 179.16 010106 Y 0406.0 0009 1,935.59 010306 Y 0407.0 0010 506.68 010306 Y 0408.0 0011 502.13 010306 Y 0409.0 0012 2,830.36 010306 Y 0410.0 0013 3,367.05 010406 Y 0411.0 0015 617.35 010906 Y 0413.0 0016 187.77 011006 Y 0414.0 0019 1,655.70 012106 Y 0417.0 334,811.56 TOTAL THIS ESTIMATE 2,755,767.64 TOTAL PREVIOUS ESTIMATE 3,090,579.20 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 05/25/06 EST. NO.38 TIME 08:05 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 1,000.00 0.00 TOTAL DEDUCTIONS 1,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253804 TIME 08:05 AM ESTIMATE NO. 38 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 05/20/06 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 05/25/06 LOCATION RERUN 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 34.000 115,600.00 688.000 2,339,200.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 40.0000 60,000.00 1,521.130 60,845.20 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 0.927 41,715.00 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 1.980 5,940.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 15,000.00 4.000 10,000.00 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 0.870 30,450.00 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 05/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253804 TIME 08:05 AM ESTIMATE NO. 38 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 05/20/06 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 05/25/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,120.500 3,361.50 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 94.740 7,105.50 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 0.985 886,500.00 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 05/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253804 TIME 08:05 AM ESTIMATE NO. 38 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 05/20/06 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 05/25/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 39,296.093 367,418.47 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 4,982.999 249,149.95 F) 59 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 8,300.00 200.000 4,000.00 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 2,319,900.00 613.239 45,379.69 (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 1,000.792 23,518.61 66 HIGHWAY PLANTING LS 35,000.0000 35,000.00 0.000 0.00 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 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 05/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253804 TIME 08:05 AM ESTIMATE NO. 38 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 05/20/06 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 05/25/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) CONTROLLER 78 12 STATION RAINMASTER IRRIGATION EA 10,000.0000 10,000.00 0.000 0.00 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 0.000 0.00 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 6,251.530 437,607.10 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 05/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253804 TIME 08:05 AM ESTIMATE NO. 38 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 05/20/06 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 05/25/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,624,294.698 2,755,509.43 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 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 0.000 0.00 17 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 25.0000 1,375.00 0.000 0.00 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 05/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253804 TIME 08:05 AM ESTIMATE NO. 38 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 05/20/06 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 05/25/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 165,800.00 225.251 1,802.01 20,725.001 165,800.01 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 89,670.00 359.250 25,147.50 1,336.000 93,520.00 SF) 36 METAL TUBE BRIDGE RAILING (BIKE RAILING) M 95.0000 51,775.00 185.000 17,575.00 545.000 51,775.00 SF) 37 CRASH CUSHION (ADIEM) EA 18,000.0000 36,000.00 0.000 0.00 S) 38 CONCRETE BARRIER (TYPE 80 MODIFIED) M 310.0000 339,450.00 51.000 15,810.00 1,164.000 360,840.00 F) 39 CONCRETE BARRIER (TYPE 80 SW MODIFIED) M 450.0000 490,950.00 45.000 20,250.00 1,345.000 605,250.00 F) 40 CONCRETE BARRIER (TYPE 80A SW MODIFIED) M 455.0000 81,900.00 0.000 0.00 F) 41 CONCRETE BARRIER (TYPE 80B MODIFIED) M 375.0000 22,125.00 0.000 0.00 42 CONCRETE BARRIER (TYPE 80B SW MODIFIED) M 475.0000 49,875.00 5.000 2,375.00 5.000 2,375.00 43 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 7,500.00 147.239 7,361.95 147.239 7,361.95 S) 44 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.5000 9,630.00 2,220.000 9,990.00 2,220.000 9,990.00 S) 45 150 MM THERMOPLASTIC TRAFFIC STRIPE M 6.0000 11,640.00 975.000 5,850.00 975.000 5,850.00 S) 46 200 MM THERMOPLASTIC TRAFFIC STRIPE M 7.0000 1,890.00 156.000 1,092.00 156.000 1,092.00 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 9,080.00 975.000 3,900.00 975.000 3,900.00 S) (BROKEN 5.18 M - 2.14 M) 49 150 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 680.00 0.000 0.00 S) (BROKEN 2.44 M - 1.22 M) 50 PAINT PAVEMENT MARKING M2 65.0000 715.00 7.900 513.50 7.900 513.50 S) 51 PAVEMENT MARKER (NON-REFLECTIVE) EA 6.0000 252.00 0.000 0.00 S) 52 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 3,640.00 0.000 0.00 S) 53 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 0.788 78,800.00 S) 54 SIGNAL AND LIGHTING (LOCATION 2) LS 100,000.0000 100,000.00 0.728 72,800.00 S) 55 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 175,000.0000 175,000.00 0.800 140,000.00 S) 56 LIGHTING (CITY STREET) LS 225,000.0000 225,000.00 0.700 157,500.00 S) 57 EMERGENCY VEHICLE DETECTOR EA 1,000.0000 7,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 05/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253804 TIME 08:05 AM ESTIMATE NO. 38 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 05/20/06 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 05/25/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 12,500.00 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 05/25/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253804 TIME 08:05 AM ESTIMATE NO. 38 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 05/20/06 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 05/25/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 232,266.96 22,867,397.56 ADJUSTMENT OF COMPENSATION 90,078.37 743,147.98 EXTRA WORK 244,733.19 2,347,431.22 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 567,078.52 25,957,976.76 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 567,078.52 28,783,976.76 MATERIALS ON HAND ON SITE 62,800.24 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 1,000.00 0.00 TOTAL 568,078.52 28,846,777.00 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 07/02/07 687 110 38 2 95% 96% PROGRESS IS SATISFACTORY KISHIYAMA, DARIN RESIDENT ENGINEER PROGRAM CAS145 DATE 05/25/06