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 05/20/04 EST. NO.15 TIME 01:13 PM 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 0011 106.42 E.W. @ F.A.(+) 032204 N 0074.0 0012 425.71 032304 N 0075.0 0013 425.71 032404 N 0076.0 0014 425.71 032504 N 0077.0 0015 425.71 032904 N 0078.0 0016 425.71 033004 N 0079.0 0017 425.71 033104 N 0080.0 0018 422.14 040104 N 0081.0 0019 422.14 040204 N 0082.0 0020 422.14 040504 N 0083.0 0021 422.14 040804 N 0084.0 008 0007 149,169.57 E.W. @ L.S.(+) 051804 Y RE0001 015 0002-1 -32,872.32 E.W. @ U.P (+) 080603 N 001 0 DAO CORRECTING ENTRY 0002-2 34,664.52 080603 N 001 0 DAO CORRECTING ENTRY 0003-1 -35,579.14 080703 N 0002 0 DAO CORRECTING ENTRY 0003-2 37,518.92 080703 N 0002 0 DAO CORRECTING ENTRY 0004-1 -37,171.33 080803 N 0003 0 DAO CORRECTING ENTRY 0004-2 39,197.92 080803 N 0003 0 DAO CORRECTING ENTRY 0005-1 -207,027.74 083003 N 004 0 DAO CORRECTING ENTRY 0005-2 218,314.93 083003 N 004 0 DAO CORRECTING ENTRY 019 0003 1,760.00 E.W. @ F.A.(+) 120903 N 0065.1 172,324.57 TOTAL THIS ESTIMATE 671,837.03 TOTAL PREVIOUS ESTIMATE 844,161.60 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 05/20/04 EST. NO.15 TIME 01:13 PM R.E. NAME: KISHIYAMA, DARIN 04-253804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253804 TIME 01:13 PM ESTIMATE NO. 15 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 05/20/04 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 05/20/04 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 0.500 15,000.00 02 TIME-RELATED OVERHEAD WDAY 3,400.0000 2,295,000.00 22.000 74,800.00 279.000 948,600.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 40.0000 60,000.00 623.630 24,945.20 S) 04 TEMPORARY FENCE (TYPE ESA) M 15.0000 6,600.00 34.230 513.45 05 ASBESTOS HEALTH AND SAFETY PLAN LS 8,000.0000 8,000.00 0.000 0.00 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 0.140 6,300.00 0.316 14,220.00 08 TEMPORARY DRAINAGE INLET PROTECTION EA 230.0000 2,760.00 6.000 1,380.00 10.000 2,300.00 09 TEMPORARY EROSION CONTROL M2 0.7000 6,440.00 10,000.000 7,000.00 10 TEMPORARY SILT FENCE M 4.0000 6,000.00 401.805 1,607.22 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 6,000.00 0.410 1,230.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 15,000.00 3.000 7,500.00 13 TEMPORARY COVER M2 2.0000 800.00 100.000 200.00 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 0.100 3,500.00 S) 16 TYPE III BARRICADE EA 75.0000 5,550.00 7.000 525.00 7.000 525.00 S) 17 TEMPORARY PAVEMENT MARKING (PAINT) M2 37.0000 8,510.00 105.290 3,895.73 105.290 3,895.73 S) 18 TEMPORARY TRAFFIC STRIPE (TAPE) M 14.0000 5,600.00 0.000 0.00 19 TEMPORARY TRAFFIC STRIPE (PAINT) M 5.0000 39,550.00 2,861.000 14,305.00 2,861.000 14,305.00 S) 20 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 2,475.00 50.000 2,250.00 50.000 2,250.00 21 TEMPORARY PAVEMENT MARKER EA 6.0000 4,200.00 230.000 1,380.00 230.000 1,380.00 22 PORTABLE CHANGEABLE MESSAGE SIGN EA 4,000.0000 8,000.00 0.139 556.00 S) PROGRAM CAS145 PAGE 2 DATE 05/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253804 TIME 01:13 PM ESTIMATE NO. 15 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 05/20/04 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 05/20/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 71,750.00 215.244 7,533.54 520.430 18,215.05 24 TEMPORARY CRASH CUSHION MODULE EA 225.0000 17,325.00 15.400 3,465.00 17.400 3,915.00 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 13,860.00 528.000 11,088.00 528.000 11,088.00 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 31.0000 10,850.00 348.000 10,788.00 348.000 10,788.00 STRIPE 28 REMOVE TRAFFIC STRIPE AND PAVEMENT M 3.0000 13,020.00 1,120.500 3,361.50 1,120.500 3,361.50 MARKING 29 REMOVE THERMOPLASTIC TRAFFIC STRIPE AND M 3.5000 8,890.00 2,146.500 7,512.75 2,146.500 7,512.75 PAVEMENT MARKING 30 REMOVE ROADSIDE SIGN EA 100.0000 2,100.00 0.000 0.00 31 REMOVE CULVERT M 85.0000 64,600.00 72.136 6,131.56 32 REMOVE INLET EA 500.0000 3,000.00 3.000 1,500.00 33 REMOVE HEADWALL EA 300.0000 600.00 0.000 0.00 34 REMOVE MANHOLE EA 725.0000 2,900.00 0.000 0.00 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 0.000 0.00 39 RELOCATE ROADSIDE SIGN (WOOD POST) EA 600.0000 3,000.00 0.000 0.00 40 ADJUST FIRE HYDRANT EA 800.0000 800.00 0.000 0.00 41 ADJUST INLET EA 1,800.0000 1,800.00 0.000 0.00 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 0.000 0.00 44 ADJUST SEWER MANHOLE EA 400.0000 1,200.00 0.000 0.00 45 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 5,520.00 0.000 0.00 S) (45 MM MAXIMUM) 46 CAP INLET EA 1,000.0000 3,000.00 0.000 0.00 47 BRIDGE REMOVAL LS 900,000.0000 900,000.00 0.130 117,000.00 48 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 0.900 36,000.00 49 DEVELOP WATER SUPPLY LS 4,500.0000 4,500.00 1.000 4,500.00 PROGRAM CAS145 PAGE 3 DATE 05/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253804 TIME 01:13 PM ESTIMATE NO. 15 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 05/20/04 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 05/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ROADWAY EXCAVATION M3 9.3500 561,000.00 328.846 3,074.71 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 0.000 0.00 (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 47,550.00 743.000 22,290.00 F) 55 STRUCTURE EXCAVATION (TYPE A) M3 200.0000 1,115,000.00 463.100 92,620.00 6,693.000 1,338,600.00 F) 56 STRUCTURE EXCAVATION (TYPE D) M3 25.0000 145,875.00 2,133.900 53,347.50 F) 57 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 13,625.00 0.000 0.00 F) 58 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 210,750.00 2,557.100 127,855.00 F) 59 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 8,300.00 0.000 0.00 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 0.830 4,980.00 62 IMPORTED BORROW M3 7.8000 140,400.00 2,500.000 19,500.00 63 LIGHTWEIGHT FILL M3 74.0000 2,319,900.00 0.000 0.00 (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 0.000 0.00 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 0.000 0.00 S) 69 FIBER (EROSION CONTROL) KG 0.8500 722.50 0.000 0.00 S) 70 FIBER ROLLS M 16.0000 43,680.00 0.000 0.00 S) 71 COMPOST (EROSION CONTROL) TONN 675.0000 1,350.00 0.000 0.00 S) 72 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 3,000.00 0.000 0.00 S) 73 PURE LIVE SEED (EROSION CONTROL) KG 140.0000 11,620.00 0.000 0.00 S) 74 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 760.00 0.000 0.00 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 05/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253804 TIME 01:13 PM ESTIMATE NO. 15 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 05/20/04 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 05/20/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 POLYETHYLENE PIPE CONDUIT 82 CLASS 3 AGGREGATE BASE M3 40.0000 160,800.00 431.400 17,256.00 83 ASPHALT TREATED PERMEABLE BASE M3 113.0000 42,940.00 0.000 0.00 84 ASPHALT CONCRETE (TYPE A) TONN 70.0000 508,900.00 558.000 39,060.00 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 902,700.00 714.000 35,700.00 13,198.930 659,946.50 88 DRIVE STEEL PILE (HP 360 X 152) EA 900.0000 801,000.00 40.000 36,000.00 675.000 607,500.00 S) 89 FURNISH PILING (CLASS 900C) M 33.0000 128,040.00 724.400 23,905.20 90 DRIVE PILE (CLASS 900C) EA 1,200.0000 241,200.00 40.000 48,000.00 S) 91 FURNISH PILING (CLASS 400C) M 30.0000 70,020.00 425.100 12,753.00 92 DRIVE PILE (CLASS 400C) EA 1,200.0000 146,400.00 28.000 33,600.00 S) 93 PRESTRESSING CAST-IN-PLACE CONCRETE LS 375,000.0000 375,000.00 0.130 48,750.00 0.130 48,750.00 S) 94 SEAL COURSE CONCRETE M3 285.0000 233,700.00 63.180 18,006.30 995.800 283,803.00 95 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 867,000.00 1,747.270 524,181.00 F) 96 STRUCTURAL CONCRETE, BRIDGE M3 507.0000 5,954,715.00 443.560 224,884.92 2,697.780 1,367,774.46 F) 97 STRUCTURAL CONCRETE, RETAINING WALL M3 350.0000 206,500.00 0.000 0.00 F) 98 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 75,000.00 0.000 0.00 F) (TYPE N MODIFIED) 99 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 29,160.00 0.000 0.00 F) 00 ANTI-GRAFFITI COATING LS 15,000.0000 15,000.00 0.000 0.00 01 FRACTURED RIB TEXTURE M2 90.0000 69,300.00 154.360 13,892.40 F) 02 JOINT SEAL ASSEMBLY (MR 80 MM) M 400.0000 22,000.00 0.000 0.00 S) 03 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,200.0000 99,600.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 05/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253804 TIME 01:13 PM ESTIMATE NO. 15 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 05/20/04 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 05/20/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,451,750.00 770,928.908 809,475.35 SF) 05 BAR REINFORCING STEEL (RETAINING WALL) KG 1.1000 82,500.00 0.000 0.00 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 0.000 0.00 08 ROADSIDE SIGN (ELECTROLIER HOOD) EA 1,000.0000 4,000.00 0.000 0.00 S) 09 300 MM ALTERNATIVE PIPE CULVERT M 195.0000 9,945.00 0.000 0.00 10 450 MM ALTERNATIVE PIPE CULVERT M 175.0000 28,000.00 0.000 0.00 11 600 MM ALTERNATIVE PIPE CULVERT M 185.0000 3,330.00 0.000 0.00 12 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 3,360.00 0.000 0.00 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 0.000 0.00 (CLASS V) 15 900 MM REINFORCED CONCRETE PIPE M 230.0000 50,600.00 0.000 0.00 (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 0.000 0.00 21 450 MM ALTERNATIVE FLARED END SECTION EA 100.0000 100.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 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 0.000 0.00 SF) 30 MISCELLANEOUS METAL KG 8.5000 31,025.00 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) PROGRAM CAS145 PAGE 6 DATE 05/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253804 TIME 01:13 PM ESTIMATE NO. 15 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 05/20/04 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 05/20/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,036.250 8,290.00 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 0.000 0.00 SF) 36 METAL TUBE BRIDGE RAILING (BIKE RAILING) M 95.0000 51,775.00 0.000 0.00 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 0.000 0.00 F) 39 CONCRETE BARRIER (TYPE 80 SW MODIFIED) M 450.0000 490,950.00 0.000 0.00 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 0.000 0.00 43 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 7,500.00 0.000 0.00 S) 44 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.5000 9,630.00 0.000 0.00 S) 45 150 MM THERMOPLASTIC TRAFFIC STRIPE M 6.0000 11,640.00 0.000 0.00 S) 46 200 MM THERMOPLASTIC TRAFFIC STRIPE M 7.0000 1,890.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 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 0.000 0.00 S) 54 SIGNAL AND LIGHTING (LOCATION 2) LS 100,000.0000 100,000.00 0.000 0.00 S) 55 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 175,000.0000 175,000.00 0.200 35,000.00 0.800 140,000.00 S) 56 LIGHTING (CITY STREET) LS 225,000.0000 225,000.00 0.000 0.00 S) 57 EMERGENCY VEHICLE DETECTOR EA 1,000.0000 7,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 05/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253804 TIME 01:13 PM ESTIMATE NO. 15 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 05/20/04 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 05/20/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.200 12,000.00 S) 59 INTERCONNECTION CONDUIT AND CABLE LS 25,000.0000 25,000.00 0.000 0.00 S) 60 50 MM PVC CONDUIT (AT&T) M 50.0000 50,000.00 0.000 0.00 S) 61 100 MM PVC CONDUIT (AT&T) M 55.0000 55,000.00 0.000 0.00 S) 62 150 MM CONDUIT (7.11 MM THICK) M 170.0000 232,900.00 279.000 47,430.00 279.000 47,430.00 S) (THREADED RIGID STEEL PIPE) (PG&E) 63 150 MM PVC CONDUIT (PG&E) M 32.0000 20,160.00 0.000 0.00 S) 64 PULL BOX (AT&T) EA 1,000.0000 2,000.00 0.000 0.00 S) 65 SPLICE VAULT (PG&E) EA 5,000.0000 10,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 05/20/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-253804 TIME 01:13 PM ESTIMATE NO. 15 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 05/20/04 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 05/20/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 686,975.74 7,659,993.73 ADJUSTMENT OF COMPENSATION 0.00 60,123.25 EXTRA WORK 172,324.57 784,038.35 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 859,300.31 8,504,155.33 66 MOBILIZATION LS 2826,000.0000 2,826,000.00 0.950 2,684,700.00 ORIGINAL CONTRACT AMOUNT 28,384,624.50 TOTAL WORK COMPLETED 859,300.31 11,188,855.33 MATERIALS ON HAND ON SITE 1,581,550.27 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 859,300.31 12,770,405.60 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 11/24/06 274 20 24 2 38% 39% PROGRESS IS SATISFACTORY KISHIYAMA, DARIN RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 05/20/04