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 05/25/04 EST. NO.19 TIME 12:08 PM R.E. NAME: IZADPANAH, MOE 07-002354 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 009 0012 2,215.80 E.W. @ F.A.(+) 120303 N 0012 0 2,215.80 TOTAL THIS ESTIMATE 67,257.18 TOTAL PREVIOUS ESTIMATE 69,472.98 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 05/25/04 EST. NO.19 TIME 12:08 PM R.E. NAME: IZADPANAH, MOE 07-002354 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION SUDHAJER, CGO -10,000.00 03 CGO -10,000.00 04 CGO 10,000.00 05 SUDHAJER, CGO 10,000.00 05 BAY AREA -10,000.00 06 BAY AREA 10,000.00 07 VJ ELECT -10,000.00 11 VJ ELECT 10,000.00 12 OCTOBER PAYROLL -10,000.00 13 OCTOBER PAYROLL 10,000.00 14 DEC PAYROLLS -1,000.00 15 DEC PAYROLLS 1,000.00 16 DIVER 1-23-04 -3,150.62 17 DIVER 1-23-04 3,150.62 18 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002354 TIME 12:08 PM ESTIMATE NO. 19 BID OPENING 09/12/02 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: IZADPANAH, MOE DATE OF THIS ESTIMATE 05/25/04 LOCATION PROGRESS ESTIMATE 07-LA-60-15.1/16.9 ----------------- D.W. POWELL CONSTRUCTION, INC. IN LOS ANGELES COUNTY NEAR INDUSTRY P.O. BOX 1406 FROM HACIENDA BOULEVARD TO 1.3 KM FONTANA, CA 92334-1406 EAST OF STIMSON AVENUE UNDERCROSSING FED. AID NO. ACNH-P060(118)E SOUNDWALL ------------------------------------------------------------------------------------------------------------------------------------ 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 2,000.0000 2,000.00 1.000 2,000.00 02 TIME-RELATED OVERHEAD WDAY 1,800.0000 432,000.00 258.000 464,400.00 03 CONSTRUCTION AREA SIGNS LS 3,000.0000 3,000.00 1.000 3,000.00 S) 04 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 S) 05 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.0000 2,080.00 449.000 1,796.00 S) 06 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 700.00 28.000 700.00 S) 07 TEMPORARY PAVEMENT MARKER EA 3.0000 660.00 69.000 207.00 S) 08 TEMPORARY RAILING (TYPE K) M 30.0000 98,100.00 3,270.000 98,100.00 S) 09 TEMPORARY CRASH CUSHION MODULE EA 200.0000 5,600.00 37.000 7,400.00 S) 10 REMOVE METAL BEAM GUARD RAILING M 15.0000 3,000.00 191.000 2,865.00 S) 11 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 1,050.00 0.000 0.00 S) STRIPE 12 REMOVE WHITE THERMOPLASTIC TRAFFIC M 1.5000 645.00 878.490 1,317.74 S) STRIPE 13 REMOVE PAVEMENT MARKER EA 1.0000 53.00 149.000 149.00 S) 14 REMOVE ROADSIDE SIGN EA 25.0000 350.00 18.000 450.00 15 REMOVE SIGN STRUCTURE EA 2,000.0000 4,000.00 2.000 4,000.00 16 REMOVE ASPHALT CONCRETE DIKE M 7.0000 10,360.00 1,456.530 10,195.71 17 REMOVE INLET EA 400.0000 800.00 2.000 800.00 18 RELOCATE ROADSIDE SIGN EA 75.0000 300.00 3.000 225.00 19 REMOVE CONCRETE CURB M 7.0000 1,120.00 136.000 952.00 20 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 21 ROADWAY EXCAVATION M3 50.0000 60,000.00 1,200.000 60,000.00 22 ROADWAY EXCAVATION (TYPE Z-2) M3 75.0000 135,000.00 1,074.000 80,550.00 (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 2 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002354 TIME 12:08 PM ESTIMATE NO. 19 BID OPENING 09/12/02 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: IZADPANAH, MOE DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 LEAD COMPLIANCE PLAN LS 20,000.0000 20,000.00 1.000 20,000.00 24 STRUCTURE EXCAVATION (BRIDGE) M3 20.0000 1,660.00 83.000 1,660.00 F) 25 STRUCTURE EXCAVATION (TYPE Z-2) M3 75.0000 1,425.00 19.000 1,425.00 F) (AERIALLY DEPOSITED LEAD) 26 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 1,650.00 33.000 1,650.00 F) 27 HIGHWAY PLANTING LS 90,000.0000 90,000.00 1.000 90,000.00 S) 28 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.080 800.00 0.480 4,800.00 S) 29 IRRIGATION SYSTEM LS 130,000.0000 130,000.00 1.000 130,000.00 S) 30 200 MM CORRUGATED HIGH DENSITY M 200.0000 4,200.00 21.000 4,200.00 S) POLYETHYLENE PIPE CONDUIT 31 EXTEND 200 MM CONDUIT M 250.0000 5,500.00 14.790 3,697.50 S) 32 CLASS 3 AGGREGATE BASE M3 60.0000 55,200.00 829.000 49,740.00 33 ASPHALT CONCRETE (TYPE B) TONN 70.0000 284,900.00 4,266.710 298,669.70 34 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 1,800.00 175.000 1,750.00 AREA) 35 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 260.00 26.000 260.00 36 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 2,200.00 217.000 2,170.00 37 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 300.0000 36,000.00 112.300 33,690.00 S) PILING 38 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 70.0000 658,000.00 9,310.860 651,760.20 S) PILING (BARRIER) 39 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 250.0000 9,750.00 39.000 9,750.00 F) 40 MINOR CONCRETE (MINOR STRUCTURE) M3 850.0000 30,600.00 29.340 24,939.00 F) 41 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 120.0000 1,174,680.00 9,781.900 1,173,828.00 F) 42 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 16,257.00 16,257.000 16,257.00 SF) 43 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 35,120.00 7,024.000 35,120.00 F) 44 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 3,512.00 7,024.000 3,512.00 SF) 45 760 MM CAST-IN-DRILLED-HOLE M 700.0000 6,300.00 9.000 6,300.00 S) CONCRETE PILE (SIGN FOUNDATION) 46 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 75.00 1.000 75.00 METHOD) 47 METAL (WALL MOUNTED SIGN) EA 700.0000 4,900.00 7.000 4,900.00 48 ROADSIDE SIGN (SOUND WALL MOUNTED) EA 100.0000 200.00 2.000 200.00 49 INSTALL ROADSIDE SIGN EA 2,000.0000 2,000.00 1.000 2,000.00 (LAMINATED WOOD BOX POST) PROGRAM CAS145 PAGE 3 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002354 TIME 12:08 PM ESTIMATE NO. 19 BID OPENING 09/12/02 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: IZADPANAH, MOE DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 450 MM REINFORCED CONCRETE PIPE M 250.0000 12,750.00 53.200 13,300.00 51 600 MM REINFORCED CONCRETE PIPE M 160.0000 94,400.00 598.000 95,680.00 52 450 MM CONCRETE FLARED END SECTION EA 850.0000 4,250.00 5.000 4,250.00 53 600 MM CONCRETE FLARED END SECTION EA 1,000.0000 2,000.00 2.000 2,000.00 54 ROCK SLOPE PROTECTION M3 120.0000 3,240.00 26.400 3,168.00 (BACKING NO. 2, METHOD B) 55 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 2,400.00 5.100 2,040.00 CONSTRUCTION) 56 MISCELLANEOUS IRON AND STEEL KG 1.0000 4,068.00 4,068.000 4,068.00 SF) 57 CHAIN LINK FENCE (TYPE CL-1.8) M 100.0000 1,000.00 0.000 0.00 S) 58 TUBULAR STEEL FENCE AND GATE EA 2,800.0000 2,800.00 1.000 2,800.00 S) 59 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 450.0000 1,800.00 4.000 1,800.00 S) 60 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 1,600.00 2.000 1,600.00 S) 61 METAL BEAM GUARD RAILING M 75.0000 17,250.00 230.000 17,250.00 S) 62 TERMINAL SYSTEM (TYPE ET) EA 2,600.0000 2,600.00 1.000 2,600.00 S) 63 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 2,000.00 1.000 2,000.00 S) 64 CONCRETE BARRIER (TYPE 736 SV) M 260.0000 735,800.00 2,719.950 707,187.00 65 CONCRETE BARRIER (TYPE 736 SV MODIFIED) M 220.0000 10,340.00 44.200 9,724.00 66 THERMOPLASTIC TRAFFIC STRIPE M 1.5000 825.00 607.440 911.16 S) 67 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 320.00 134.110 134.11 S) (BROKEN 5.18 M - 2.14 M) 68 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 212.00 9.000 36.00 S) 69 LIGHTING (TEMPORARY) LS 25,000.0000 25,000.00 1.000 25,000.00 S) 70 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 3,000.0000 6,000.00 2.000 6,000.00 S) 71 ELECTRIC SERVICE (IRRIGATION) (MODIFY) LS 3,000.0000 3,000.00 1.000 3,000.00 S) 72 MODIFY TRAFFIC MONITORING STATION LS 20,000.0000 20,000.00 1.000 20,000.00 S) 73 MODIFY RAMP METERING SYSTEM LS 10,000.0000 10,000.00 1.000 10,000.00 S) 74 MODIFY SIGNAL AND LIGHTING LS 10,000.0000 10,000.00 1.000 10,000.00 S) 75 MODIFY LIGHTING AND SIGN ILLUMINATION LS 50,000.0000 50,000.00 1.000 50,000.00 S) PROGRAM CAS145 PAGE 4 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-002354 TIME 12:08 PM ESTIMATE NO. 19 BID OPENING 09/12/02 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: IZADPANAH, MOE DATE OF THIS ESTIMATE 05/25/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 800.00 4,456,009.12 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 2,215.80 69,472.98 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,015.80 4,525,482.10 76 MOBILIZATION LS 450,000.0000 450,000.00 1.000 450,000.00 ORIGINAL CONTRACT AMOUNT 4,970,662.00 TOTAL WORK COMPLETED 3,015.80 4,975,482.10 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 3,015.80 4,975,482.10 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 10/17/02 490 11/06/02 11/01/02 11/19/04 368 16 0 4 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY IZADPANAH, MOE RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 05/25/04