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 11/23/05 EST. NO.15 TIME 10:05 AM 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 11/23/05 EST. NO.15 TIME 10:05 AM 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 -13,000.00 -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 20,000.00 0.00 TOTAL DEDUCTIONS 7,000.00 -18,000.00 PROGRAM CAS145 PAGE 1 DATE 11/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1199U4 TIME 10:05 AM ESTIMATE NO. 15 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 11/20/05 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 11/23/05 LOCATION 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 16.000 25,600.00 259.000 414,400.00 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 0.532 61,180.00 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 0.025 875.00 0.812 28,420.00 S) 08 ALTERNATE/DETOUR ROUTE SIGN EA 300.0000 36,000.00 36.000 10,800.00 125.000 37,500.00 09 TRAFFIC CONTROL SYSTEM LS 220,000.0000 220,000.00 0.020 4,400.00 0.562 123,640.00 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 1,785.000 4,908.75 6,344.000 17,446.00 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 3,430.00 25.000 875.00 69.000 2,415.00 S) 13 TEMPORARY PAVEMENT MARKER EA 3.3000 6,831.00 395.000 1,303.50 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 1,747.484 73,394.33 S) 18 TEMPORARY CRASH CUSHION MODULE EA 350.0000 40,950.00 3.000 1,050.00 46.000 16,100.00 S) 19 REMOVE CHAIN LINK FENCE M 16.0000 12,000.00 687.400 10,998.40 S) 20 REMOVE METAL BEAM GUARD RAILING M 28.0000 5,320.00 23.000 644.00 172.500 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 11/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1199U4 TIME 10:05 AM ESTIMATE NO. 15 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 11/20/05 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 11/23/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.000 2,100.00 25.000 7,500.00 26 REMOVE ROADSIDE SIGN (METAL POST) EA 220.0000 1,100.00 2.000 440.00 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 23.470 2,347.00 111.340 11,134.00 30 REMOVE INLET EA 620.0000 6,200.00 5.000 3,100.00 10.000 6,200.00 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 1,178.640 21,215.52 37 REMOVE CONCRETE CURB M 22.0000 8,360.00 10.000 220.00 150.000 3,300.00 38 REMOVE CONCRETE (CURB AND GUTTER) M 20.0000 18,200.00 37.000 740.00 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 74.000 4,070.00 370.000 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 0.800 12,000.00 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 1,572.400 31,448.00 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 0.000 0.00 (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 11/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1199U4 TIME 10:05 AM ESTIMATE NO. 15 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 11/20/05 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 11/23/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.600 54.00 243.000 21,870.00 F) 52 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 10,500.00 0.000 0.00 F) 53 STRUCTURE EXCAVATION (RETAINING WALL) M3 28.0000 5,320.00 0.000 0.00 (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 53.000 4,664.00 53.000 4,664.00 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 79,800.00 433.360 41,169.20 66 CLASS 3 AGGREGATE BASE M3 93.0000 150,660.00 190.000 17,670.00 1,660.890 154,462.77 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 1,040.230 62,413.80 6,542.890 392,573.40 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 11/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1199U4 TIME 10:05 AM ESTIMATE NO. 15 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 11/20/05 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 11/23/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 75.210 406,510.05 PILING 79 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 7,340.0000 491,780.00 37.680 276,571.20 PILING 80 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 920.0000 76,360.00 62.250 57,270.00 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 68.000 21,760.00 F) 83 STRUCTURAL CONCRETE, BRIDGE M3 748.0000 1,765,280.00 68.000 50,864.00 184.380 137,916.24 F) 84 STRUCTURAL CONCRETE, RETAINING WALL M3 435.0000 71,775.00 0.000 0.00 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 48,335.000 101,503.50 363,373.100 763,083.51 SF) 98 BAR REINFORCING STEEL (RETAINING WALL) KG 1.3500 9,450.00 0.000 0.00 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 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 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 11/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1199U4 TIME 10:05 AM ESTIMATE NO. 15 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 11/20/05 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 11/23/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 59.000 24,780.00 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 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 25.000 1,550.00 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 11/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1199U4 TIME 10:05 AM ESTIMATE NO. 15 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 11/20/05 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 11/23/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.906 81,540.00 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 0.179 15,215.00 0.587 49,895.00 S) 48 MODIFY LIGHTING AND SIGN ILLUMINATION LS 115,000.0000 115,000.00 0.285 32,775.00 0.650 74,750.00 S) 49 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 200,000.0000 200,000.00 0.054 10,800.00 0.807 161,400.00 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 11/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1199U4 TIME 10:05 AM ESTIMATE NO. 15 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 11/20/05 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 11/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 475,360.55 5,692,766.61 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 67,053.28 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 475,360.55 5,759,819.89 52 MOBILIZATION LS 1300,000.0000 1,300,000.00 0.950 1,235,000.00 ORIGINAL CONTRACT AMOUNT 13,397,738.50 TOTAL WORK COMPLETED 475,360.55 6,994,819.89 MATERIALS ON HAND ON SITE 21,023.31 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 7,000.00 -18,000.00 TOTAL 482,360.55 6,997,843.20 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 03/09/07 259 32 0 1 50% 56% PROGRESS IS SATISFACTORY WANG, SIMON YEH-FU RESIDENT ENGINEER PROGRAM CAS145 DATE 11/23/05