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 02/22/06 EST. NO.19 TIME 01:55 PM R.E. NAME: WANG, SIMON YEH-FU 07-1199U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0010 521.06 E.W. @ F.A.(+) 092805 N 09 0 0011 606.36 093005 N 10 0 0012 542.97 101105 N 11 0 0013 1,900.79 101305 N 12 0 0014 1,152.33 101705 N 13 0 0015 121.08 110105 N 14 0 0016 692.14 110905 N 15 0 0017 28.87 110905 N 16 0 0018 772.13 011305 N 17 0 0019 2,659.71 011405 N 18 0 0020 1,423.26 011606 N 19 0 0021 1,091.61 011706 N 20 0 0022 1,424.58 011806 N 21 0 0023 991.25 011906 N 22 0 0024 601.45 011905 N 23 0 0025 714.35 012406 N 24 0 003 0001 1,070.57 E.W. @ F.A.(+) 102505 N 01 0 0002 2,767.54 102505 N 02 0 0003 2,263.90 102605 N 03 0 0004 281.63 102605 N 04 0 0005 186.15 102705 N 05 0 0006 121.08 103105 N 06 0 0007 812.88 103105 N 07 0 011 0001 4,571.76 E.W. @ F.A.(+) 120204 N 01 0 013 0005 817.70 E.W. @ F.A.(+) 090605 N 05 0 0006 696.48 090705 N 06 0 0007 654.18 090905 N 07 0 0008 77.00 090905 N 08 0 0009 407.20 093005 N 09 0 0010 1,450.32 102505 N 10 0 0011 190.46 102505 N 11 0 0012 845.37 111605 N 12 0 0013 92.94 111605 N 13 0 021 0007 446.49 E.W. @ F.A.(+) 122005 N 07 0 0008 1,410.61 122205 N 08 0 0009 127.59 122205 N 09 0 0010 1,774.11 122205 N 10 0 0011 387.64 122705 N 11 0 0012 3,400.47 122805 N 12 0 0013 3,780.32 122905 N 13 0 0014 3,345.18 122905 N 14 0 0015 402.45 010506 N 15 0 0016 723.52 011206 N 16 0 0017 405.11 011206 N 17 0 0018 101.10 011306 N 18 0 0019 38.10 011306 N 19 0 0020 298.20 011306 N 20 0 0021 509.01 011306 N 21 0 0022 2,296.73 011306 N 22 0 0023 306.37 011906 N 23 0 0024 17.03 122705 N 11.1 0 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 02/22/06 EST. NO.19 TIME 01:55 PM R.E. NAME: WANG, SIMON YEH-FU 07-1199U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0025 745.03 011306 N 22.1 0 53,066.16 TOTAL THIS ESTIMATE 87,250.96 TOTAL PREVIOUS ESTIMATE 140,317.12 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 02/22/06 EST. NO.19 TIME 01:55 PM R.E. NAME: WANG, SIMON YEH-FU 07-1199U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE INSPECTION DEDUCTION -5,000.00 13 LATE OPEN LANE CLS -13,000.00 15 0.00 -18,000.00 LABOR COMPLIANCE VIOLATION OCT -10,000.00 02 NOV -3,713.93 03 OCT 10,000.00 03 JAN.'05 -10,000.00 05 FEB -10,000.00 06 JAN 05 10,000.00 06 NOV 3,713.93 06 FEB 2005 10,000.00 08 MARCH 2005 -10,000.00 08 APRIL 2005 -10,000.00 09 APRIL 2005 10,000.00 10 MARCH 2005 10,000.00 10 JUNE & JULY 05 -10,000.00 12 JULY & AUG -10,000.00 13 JUNE & JULY 05 10,000.00 13 SEPT 05 -10,000.00 14 JULY & AUG 10,000.00 15 SEP 05 10,000.00 15 OCT & NOV 05 -10,000.00 16 DEC 05 -10,000.00 18 OCT & NOV 05 10,000.00 18 DEC 05 10,000.00 19 JAN 06 -10,000.00 19 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -28,000.00 PROGRAM CAS145 PAGE 1 DATE 02/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1199U4 TIME 01:55 PM ESTIMATE NO. 19 BID OPENING 07/29/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/06 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 02/22/06 LOCATION RERUN PROGRESS ESTIMATE 07-LA-101-0.4/0.9 ----------------------- BRUTOCO ENGINEERING & IN LOS ANGELES COUNTY IN CONSTRUCTION, INC. LOS ANGELES FROM 0.1 KM WEST OF P.O. BOX 429 CENTER STREET UNDERCROSSING TO FONTANA, CA 92334 ALAMEDA STREET OVERCROSSING FED. AID NO. N O N E REALIGN FREEWAY AND RAMPS ------------------------------------------------------------------------------------------------------------------------------------ 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 15,000.0000 15,000.00 0.500 7,500.00 02 TIME-RELATED OVERHEAD WDAY 1,600.0000 736,000.00 18.000 28,800.00 308.000 492,800.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 50.0000 9,000.00 422.000 21,100.00 S) 04 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 1.000 3,500.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 115,000.0000 115,000.00 0.039 4,485.00 0.676 77,740.00 06 MOVEABLE CONCRETE BARRIER LS 110,000.0000 110,000.00 1.000 110,000.00 07 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.008 280.00 0.834 29,190.00 S) 08 ALTERNATE/DETOUR ROUTE SIGN EA 300.0000 36,000.00 125.000 37,500.00 09 TRAFFIC CONTROL SYSTEM LS 220,000.0000 220,000.00 0.039 8,580.00 0.668 146,960.00 10 TEMPORARY PAVEMENT MARKING (PAINT) M2 60.0000 1,020.00 44.770 2,686.20 S) 11 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.7500 34,100.00 6,344.000 17,446.00 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 3,430.00 69.000 2,415.00 S) 13 TEMPORARY PAVEMENT MARKER EA 3.3000 6,831.00 1,473.000 4,860.90 S) 14 TEMPORARY ROADSIDE SIGN EA 340.0000 3,740.00 7.700 2,618.00 15 TEMPORARY OVERHEAD SIGN STRUCTURE EA 45,000.0000 45,000.00 0.000 0.00 (TUBULAR) 16 TEMPORARY TERMINAL SECTION (TYPE K) EA 7,000.0000 28,000.00 4.000 28,000.00 S) 17 TEMPORARY RAILING (TYPE K) M 42.0000 127,470.00 1,808.484 75,956.33 S) 18 TEMPORARY CRASH CUSHION MODULE EA 350.0000 40,950.00 60.000 21,000.00 S) 19 REMOVE CHAIN LINK FENCE M 16.0000 12,000.00 769.400 12,310.40 S) 20 REMOVE METAL BEAM GUARD RAILING M 28.0000 5,320.00 172.500 4,830.00 S) 21 REMOVE DOUBLE METAL BEAM BARRIER M 49.0000 8,330.00 171.000 8,379.00 S) 22 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 7.0000 9,030.00 1,117.640 7,823.48 S) STRIPE PROGRAM CAS145 PAGE 2 DATE 02/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1199U4 TIME 01:55 PM ESTIMATE NO. 19 BID OPENING 07/29/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/06 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 02/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.2500 6,705.00 2,606.500 5,864.63 S) 24 REMOVE PAVEMENT MARKER EA 1.1000 693.00 1,119.000 1,230.90 S) 25 REMOVE ROADSIDE SIGN (WOOD POST) EA 300.0000 10,200.00 25.000 7,500.00 26 REMOVE ROADSIDE SIGN (METAL POST) EA 220.0000 1,100.00 5.000 1,100.00 27 REMOVE ROADSIDE SIGN EA 100.0000 2,000.00 6.000 600.00 (STRAP AND SADDLE BRACKET METHOD) 28 REMOVE SIGN STRUCTURE EA 5,000.0000 5,000.00 1.000 5,000.00 29 REMOVE PIPE M 100.0000 13,000.00 111.340 11,134.00 30 REMOVE INLET EA 620.0000 6,200.00 2.000 1,240.00 12.000 7,440.00 31 REMOVE CATCH BASIN EA 700.0000 2,800.00 3.000 2,100.00 32 REMOVE CONCRETE PAVEMENT M2 60.0000 55,200.00 1,290.000 77,400.00 33 REMOVE ASPHALT CONCRETE SURFACING M2 30.0000 22,200.00 11,857.000 355,710.00 34 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.2000 18,720.00 180.000 576.00 (45 MM MAXIMUM) 35 COLD PLANE AC PAVEMENT (150 MM MAXIMUM) M2 13.0000 2,730.00 0.000 0.00 36 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M2 18.0000 19,080.00 1,201.640 21,629.52 37 REMOVE CONCRETE CURB M 22.0000 8,360.00 150.000 3,300.00 38 REMOVE CONCRETE (CURB AND GUTTER) M 20.0000 18,200.00 1,094.000 21,880.00 39 REMOVE CONCRETE ISLAND (PORTIONS) M2 25.0000 3,750.00 267.000 6,675.00 40 REMOVE CONCRETE BARRIER (TYPE 50) M 55.0000 20,350.00 370.000 20,350.00 41 CAP INLET EA 2,400.0000 21,600.00 5.000 12,000.00 42 RELOCATE TEMPORARY RAILING (TYPE K) M 22.0000 12,980.00 0.000 0.00 S) 43 MODIFY PUMP PLANT LS 45,000.0000 45,000.00 0.000 0.00 44 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 0.900 13,500.00 45 CONTAMINATED MATERIAL HANDLING LS 180,000.0000 180,000.00 0.800 144,000.00 46 ROADWAY EXCAVATION M3 20.0000 227,800.00 9,478.100 189,562.00 47 ROADWAY EXCAVATION (CONTAMINATED SOIL) M3 200.0000 314,000.00 1,949.800 389,960.00 48 ROADWAY EXCAVATION (TYPE Y) M3 55.0000 8,250.00 49.000 2,695.00 49.000 2,695.00 (AERIALLY DEPOSITED LEAD) 49 ROADWAY EXCAVATION (TYPE Z-2) M3 140.0000 43,400.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 3 DATE 02/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1199U4 TIME 01:55 PM ESTIMATE NO. 19 BID OPENING 07/29/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/06 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 02/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 51 STRUCTURE EXCAVATION (BRIDGE) M3 90.0000 21,870.00 243.000 21,870.00 F) 52 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 10,500.00 120.000 6,000.00 330.000 16,500.00 F) 53 STRUCTURE EXCAVATION (RETAINING WALL) M3 28.0000 5,320.00 190.000 5,320.00 (TYPE Y) (ADL) 54 STRUCTURE EXCAVATION (TYPE Y) M3 65.0000 2,860.00 44.000 2,860.00 F) (AERIALLY DEPOSITED LEAD) 55 STRUCTURE BACKFILL (BRIDGE) M3 88.0000 32,560.00 10.100 888.80 83.100 7,312.80 F) 56 STRUCTURE BACKFILL (RETAINING WALL) M3 88.0000 3,080.00 0.000 0.00 F) 57 STRUCTURE BACKFILL (RETAINING WALL) M3 61.0000 23,180.00 0.000 0.00 (TYPE Y) (ADL) 58 PERVIOUS BACKFILL MATERIAL (RETAINING M3 105.0000 1,575.00 0.000 0.00 WALL) 59 SAND BACKFILL M3 135.0000 1,080.00 0.000 0.00 60 HIGHWAY PLANTING LS 70,000.0000 70,000.00 0.000 0.00 S) 61 RELOCATE PALM TREE EA 1,500.0000 16,500.00 7.000 10,500.00 S) 62 PLANT ESTABLISHMENT WORK LS 8,000.0000 8,000.00 0.000 0.00 S) 63 IRRIGATION SYSTEM LS 90,000.0000 90,000.00 0.000 0.00 S) 64 WATER METER EA 5,000.0000 15,000.00 0.000 0.00 S) 65 CLASS 2 AGGREGATE BASE M3 95.0000 79,800.00 498.360 47,344.20 66 CLASS 3 AGGREGATE BASE M3 93.0000 150,660.00 1,719.890 159,949.77 67 LEAN CONCRETE BASE M3 220.0000 147,400.00 641.800 141,196.00 68 REPLACE ASPHALT CONCRETE SURFACING M2 42.0000 13,860.00 279.000 11,718.00 69 ASPHALT CONCRETE (AR-8000) TONN 61.0000 139,080.00 495.000 30,195.00 70 ASPHALT CONCRETE (TYPE B) TONN 60.0000 440,400.00 7,719.890 463,193.40 71 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 16.0000 6,560.00 0.000 0.00 AREA) 72 ASPHALT TEXTURE PAVING (STAMPED) M2 66.0000 99,000.00 0.000 0.00 73 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.5000 1,265.00 0.000 0.00 74 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.5000 82.50 0.000 0.00 75 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.5000 1,815.00 0.000 0.00 76 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.5000 143.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 02/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1199U4 TIME 01:55 PM ESTIMATE NO. 19 BID OPENING 07/29/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/06 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 02/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 970.0000 137,740.00 106.500 103,305.00 PILING 78 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 5,405.0000 589,145.00 81.110 438,399.55 PILING 79 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 7,340.0000 491,780.00 55.100 404,434.00 PILING 80 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 920.0000 76,360.00 83.000 76,360.00 PILING 81 PRESTRESSING CAST-IN-PLACE CONCRETE LS 150,000.0000 150,000.00 0.000 0.00 82 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 320.0000 61,120.00 123.000 39,360.00 191.000 61,120.00 F) 83 STRUCTURAL CONCRETE, BRIDGE M3 748.0000 1,765,280.00 210.380 157,364.24 F) 84 STRUCTURAL CONCRETE, RETAINING WALL M3 435.0000 71,775.00 125.000 54,375.00 125.000 54,375.00 F) 85 MINOR CONCRETE (RAMP TERMINI) M3 380.0000 100,320.00 277.000 105,260.00 F) 86 MINOR CONCRETE (MINOR STRUCTURE) M3 2,700.0000 152,550.00 24.670 66,609.00 F) 87 ARCHITECTURAL TREATMENT (BARRIER) EA 380.0000 72,200.00 0.000 0.00 88 ARCHITECTURAL TREATMENT (RETAINING WALL) EA 360.0000 12,240.00 0.000 0.00 89 ARCHITECTURAL SURFACE (TEXTURE CONCRETE) M2 175.0000 6,300.00 0.000 0.00 90 CORE CONCRETE (501 MM - 550 MM) M 5,200.0000 2,600.00 0.000 0.00 S) 91 CORE CONCRETE (651 MM - 700 MM) M 5,200.0000 2,600.00 0.000 0.00 S) 92 PTFE BEARING EA 2,900.0000 11,600.00 0.000 0.00 S) 93 JOINT SEAL (MR 30 MM) M 220.0000 2,200.00 0.000 0.00 S) 94 JOINT SEAL ASSEMBLY (MR 70 MM) M 618.0000 6,180.00 0.000 0.00 S) 95 JOINT SEAL ASSEMBLY (MR 90 MM) M 618.0000 6,180.00 0.000 0.00 S) 96 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 618.0000 6,180.00 0.000 0.00 S) 97 BAR REINFORCING STEEL (BRIDGE) KG 2.1000 2,062,200.00 67,833.000 142,449.30 438,988.100 921,875.01 SF) 98 BAR REINFORCING STEEL (RETAINING WALL) KG 1.3500 9,450.00 7,555.000 10,199.25 7,555.000 10,199.25 SF) 99 BAR REINFORCING STEEL (EPOXY COATED) KG 2.2000 13,640.00 0.000 0.00 F) (BRIDGE) 00 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 11.0000 14,300.00 1,300.000 14,300.00 S) 01 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.0000 2,600.00 0.000 0.00 SF) 02 FURNISH SIGN STRUCTURE (TRUSS) KG 9.0000 65,520.00 7,280.000 65,520.00 S) 03 INSTALL SIGN STRUCTURE (TRUSS) KG 3.0000 21,840.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 5 DATE 02/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1199U4 TIME 01:55 PM ESTIMATE NO. 19 BID OPENING 07/29/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/06 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 02/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 920 MM CAST-IN-DRILLED-HOLE M 2,550.0000 25,500.00 4.500 11,475.00 CONCRETE PILE (SIGN FOUNDATION) 05 914 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,600.0000 10,400.00 0.000 0.00 PILE (SIGN FOUNDATION) 06 ROADSIDE SIGN - ONE POST EA 425.0000 10,200.00 0.000 0.00 07 ROADSIDE SIGN - TWO POST EA 980.0000 11,760.00 0.000 0.00 08 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.0000 2,100.00 0.000 0.00 METHOD) 09 INSTALL SIGN PANEL ON EXISTING FRAME M2 140.0000 17,500.00 0.000 0.00 10 375 MM REINFORCED CONCRETE PIPE M 815.0000 24,450.00 26.758 21,807.77 11 450 MM REINFORCED CONCRETE PIPE M 235.0000 28,200.00 0.000 0.00 12 600 MM REINFORCED CONCRETE PIPE M 293.0000 90,830.00 303.485 88,921.11 13 900 MM REINFORCED CONCRETE PIPE M 920.0000 11,040.00 17.100 15,732.00 17.100 15,732.00 14 150 MM CORRUGATED STEEL PIPE M 201.0000 4,020.00 0.000 0.00 (1.63 MM THICK) 15 450 MM SLOTTED CORRUGATED STEEL PIPE M 420.0000 14,700.00 0.000 0.00 (1.63 MM THICK) 16 MINOR CONCRETE (CURBS, GUTTER, SIDEWALK, M3 420.0000 74,760.00 89.000 37,380.00 F) AND CURB RAMP) 17 DRAINAGE PUMPING EQUIPMENT LS 114,000.0000 114,000.00 0.000 0.00 S) 18 PUMPING PLANT ELECTRICAL EQUIPMENT LS 100,000.0000 100,000.00 0.000 0.00 S) 19 MISCELLANEOUS IRON AND STEEL KG 4.0000 9,320.00 1,165.000 4,660.00 F) 20 MISCELLANEOUS METAL KG 16.0000 21,344.00 0.000 0.00 F) (RESTRAINER - CABLE TYPE) 21 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 147,200.00 0.000 0.00 F) 22 PUMPING PLANT METAL WORK KG 17.0000 59,109.00 0.000 0.00 SF) 23 CHAIN LINK FENCE (TYPE CL-1.8) M 62.0000 65,100.00 44.600 2,765.20 S) 24 METAL BEAM GUARD RAILING (WOOD POST) M 153.0000 3,978.00 0.000 0.00 S) 25 METAL RAILING M 247.0000 164,749.00 0.000 0.00 F) 26 CHAIN LINK RAILING (TYPE 7) M 218.0000 27,032.00 0.000 0.00 F) 27 TERMINAL SYSTEM (TYPE SRT) EA 3,610.0000 3,610.00 0.000 0.00 S) 28 CRASH CUSHION (REACT 9CBB) EA 54,500.0000 54,500.00 0.000 0.00 S) 29 CONCRETE BARRIER (TYPE 60C) M 280.0000 98,000.00 0.000 0.00 30 CONCRETE BARRIER (TYPE 60R MOD) M 125.0000 6,875.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 02/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1199U4 TIME 01:55 PM ESTIMATE NO. 19 BID OPENING 07/29/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/06 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 02/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CONCRETE BARRIER (TYPE 50R MOD) M 191.0000 8,595.00 0.000 0.00 32 CONCRETE BARRIER (TYPE 736B) M 291.0000 84,390.00 0.000 0.00 33 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 8,100.00 0.000 0.00 S) 34 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3500 4,455.00 0.000 0.00 S) 35 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 2,280.00 0.000 0.00 S) 36 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 1,230.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 37 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 420.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 38 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,380.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 39 100 MM THERMOPLASTIC TRAFFIC STRIPE M 11.0000 28,270.00 0.000 0.00 S) (RECESSED, BROKEN 10.98 M - 3.66 M) 40 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.1000 1,512.00 0.000 0.00 S) 41 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 2,300.00 0.000 0.00 S) 42 SIGNAL (LOCATION 1) LS 90,000.0000 90,000.00 0.055 4,950.00 0.961 86,490.00 S) 43 SIGNAL (LOCATION 2) LS 45,000.0000 45,000.00 0.000 0.00 S) 44 STREET LIGHTING LS 125,000.0000 125,000.00 0.165 20,625.00 S) 45 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 10,000.0000 10,000.00 0.000 0.00 46 INTERCONNECTION SYSTEM LS 50,000.0000 50,000.00 0.178 8,900.00 S) 47 MODIFY RAMP METERING SYSTEM LS 85,000.0000 85,000.00 0.078 6,630.00 0.739 62,815.00 S) 48 MODIFY LIGHTING AND SIGN ILLUMINATION LS 115,000.0000 115,000.00 0.014 1,610.00 0.718 82,570.00 S) 49 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 200,000.0000 200,000.00 0.951 190,200.00 S) 50 SYSTEM TESTING LS 21,000.0000 21,000.00 1.000 21,000.00 S) 51 BUILDING WORK LS 19,000.0000 19,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 02/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1199U4 TIME 01:55 PM ESTIMATE NO. 19 BID OPENING 07/29/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/06 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 02/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 328,274.35 6,478,243.66 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 53,066.16 140,317.12 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 381,340.51 6,618,560.78 52 MOBILIZATION LS 1300,000.0000 1,300,000.00 0.050 65,000.00 1.000 1,300,000.00 ORIGINAL CONTRACT AMOUNT 13,397,738.50 TOTAL WORK COMPLETED 446,340.51 7,918,560.78 MATERIALS ON HAND ON SITE 19,628.49 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -28,000.00 TOTAL 446,340.51 7,910,189.27 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 09/07/04 580 10/12/04 09/22/04 03/23/07 308 43 0 0 56% 67% PROGRESS IS SATISFACTORY WANG, SIMON YEH-FU RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 02/22/06