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 09/26/05 EST. NO.13 TIME 03:10 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 --------------------------------------------------------------------------- 001 0018 189.39 E.W. @ F.A.(+) 051705 N 18 0 0028 54.22 061505 N 28 0 243.61 TOTAL THIS ESTIMATE 60,597.78 TOTAL PREVIOUS ESTIMATE 60,841.39 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 09/26/05 EST. NO.13 TIME 03:10 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 -5,000.00 -5,000.00 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 0.00 -10,000.00 TOTAL DEDUCTIONS -5,000.00 -15,000.00 PROGRAM CAS145 PAGE 1 DATE 09/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1199U4 TIME 03:10 PM ESTIMATE NO. 13 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 09/20/05 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 09/26/05 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 21.000 33,600.00 221.000 353,600.00 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 0.046 5,290.00 0.486 55,890.00 06 MOVEABLE CONCRETE BARRIER LS 110,000.0000 110,000.00 0.000 0.00 07 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.787 27,545.00 S) 08 ALTERNATE/DETOUR ROUTE SIGN EA 300.0000 36,000.00 74.000 22,200.00 09 TRAFFIC CONTROL SYSTEM LS 220,000.0000 220,000.00 0.046 10,120.00 0.496 109,120.00 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 4,559.000 12,537.25 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 3,430.00 44.000 1,540.00 S) 13 TEMPORARY PAVEMENT MARKER EA 3.3000 6,831.00 1,078.000 3,557.40 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 3.000 21,000.00 S) 17 TEMPORARY RAILING (TYPE K) M 42.0000 127,470.00 1,167.484 49,034.33 S) 18 TEMPORARY CRASH CUSHION MODULE EA 350.0000 40,950.00 43.000 15,050.00 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 5,320.00 149.500 4,186.00 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 09/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1199U4 TIME 03:10 PM ESTIMATE NO. 13 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 09/20/05 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 09/26/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 18.000 5,400.00 26 REMOVE ROADSIDE SIGN (METAL POST) EA 220.0000 1,100.00 3.000 660.00 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 1.000 5,000.00 29 REMOVE PIPE M 100.0000 13,000.00 87.870 8,787.00 30 REMOVE INLET EA 620.0000 6,200.00 5.000 3,100.00 31 REMOVE CATCH BASIN EA 700.0000 2,800.00 1.000 700.00 32 REMOVE CONCRETE PAVEMENT M2 60.0000 55,200.00 0.000 0.00 33 REMOVE ASPHALT CONCRETE SURFACING M2 30.0000 22,200.00 10,207.180 306,215.40 34 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.2000 18,720.00 75.000 240.00 (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 19,080.00 366.740 6,601.32 1,178.640 21,215.52 37 REMOVE CONCRETE CURB M 22.0000 8,360.00 140.000 3,080.00 38 REMOVE CONCRETE (CURB AND GUTTER) M 20.0000 18,200.00 125.000 2,500.00 1,057.000 21,140.00 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 20,350.00 208.000 11,440.00 41 CAP INLET EA 2,400.0000 21,600.00 1.000 2,400.00 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 7,905.700 158,114.00 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 09/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1199U4 TIME 03:10 PM ESTIMATE NO. 13 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 09/20/05 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 09/26/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 21,870.00 242.400 21,816.00 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 0.000 0.00 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 79,800.00 421.700 40,061.50 433.360 41,169.20 66 CLASS 3 AGGREGATE BASE M3 93.0000 150,660.00 1,001.000 93,093.00 1,434.770 133,433.61 67 LEAN CONCRETE BASE M3 220.0000 147,400.00 302.600 66,572.00 641.800 141,196.00 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 0.000 0.00 70 ASPHALT CONCRETE (TYPE B) TONN 60.0000 440,400.00 448.070 26,884.20 661.600 39,696.00 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 09/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1199U4 TIME 03:10 PM ESTIMATE NO. 13 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 09/20/05 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 09/26/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.900 26,484.50 75.210 406,510.05 PILING 79 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 7,340.0000 491,780.00 -5.200 -38,168.00 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 0.000 0.00 F) 83 STRUCTURAL CONCRETE, BRIDGE M3 748.0000 1,765,280.00 28.880 21,602.24 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 100,320.00 277.000 105,260.00 277.000 105,260.00 F) 86 MINOR CONCRETE (MINOR STRUCTURE) M3 2,700.0000 152,550.00 2.900 7,830.00 15.460 41,742.00 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 2,062,200.00 301,585.100 633,328.71 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 0.000 0.00 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 0.000 0.00 S) 03 INSTALL SIGN STRUCTURE (TRUSS) KG 3.0000 21,840.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 5 DATE 09/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1199U4 TIME 03:10 PM ESTIMATE NO. 13 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 09/20/05 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 09/26/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 19.550 15,933.25 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 90,830.00 221.285 64,836.51 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 46.440 19,504.80 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 0.000 0.00 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 09/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1199U4 TIME 03:10 PM ESTIMATE NO. 13 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 09/20/05 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 09/26/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.022 1,980.00 0.091 8,190.00 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 0.020 2,500.00 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 0.298 25,330.00 S) 48 MODIFY LIGHTING AND SIGN ILLUMINATION LS 115,000.0000 115,000.00 0.032 3,680.00 0.155 17,825.00 S) 49 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 200,000.0000 200,000.00 0.080 16,000.00 0.686 137,200.00 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 09/26/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1199U4 TIME 03:10 PM ESTIMATE NO. 13 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 09/20/05 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 09/26/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 432,293.32 4,233,710.28 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 243.61 60,841.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 432,536.93 4,294,551.67 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 432,536.93 5,529,551.67 MATERIALS ON HAND ON SITE 44,912.92 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -15,000.00 TOTAL 427,536.93 5,559,464.59 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 03/06/07 219 31 0 0 40% 48% PROGRESS IS SATISFACTORY WANG, SIMON YEH-FU RESIDENT ENGINEER PROGRAM CAS145 DATE 09/26/05