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.23 TIME 12:42 PM R.E. NAME: CORPUZ, NORIE 07-061744 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 007 0004 1,747.89 E.W. @ F.A.(+) 060203 N 0041.0 011 0011 783.51 E.W. @ F.A.(+) 041904 N 0276.0 013 0004 2,140.83 E.W. @ F.A.(+) 040204 N 0278.0 0005 1,534.90 041604 N 0279.0 6,207.13 TOTAL THIS ESTIMATE 527,563.23 TOTAL PREVIOUS ESTIMATE 533,770.36 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.23 TIME 12:42 PM R.E. NAME: CORPUZ, NORIE 07-061744 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP VIOLATION -95,042.18 08 LATE CLOSURE -98,000.00 10 SWPPP VIOLATIONS -141,653.60 10 SWPPP VIOLATIONS 95,042.18 11 SWPPP VIOLATIONS 141,653.60 12 LATE CLOSURE 98,000.00 16 SWPPP VIOLATIONS -10,000.00 17 SWPP VIOLATIONS 10,000.00 18 SWPP VIOLATIONS -73,744.00 18 SWPPP VIOLATIONS 73,744.00 19 LATE CLOSURE -98,000.00 22 0.00 -98,000.00 LABOR COMPLIANCE VIOLATION PAYROLLS JAN -10,000.00 03 PAYROLLS FEB -10,000.00 04 PAYROLLS JAN 10,000.00 05 STERNDAHL -10,000.00 07 PAYROLLS JULY -10,000.00 10 PAYROLLS FEB 10,000.00 13 PAYROLLS AUG -10,000.00 13 STERNDAHL 10,000.00 13 PAYROLLS JULY 10,000.00 22 PAYROLLS AUG 10,000.00 22 0.00 0.00 TOTAL DEDUCTIONS 0.00 -98,000.00 PROGRAM CAS145 PAGE 1 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-061744 TIME 12:42 PM ESTIMATE NO. 23 BID OPENING 10/03/02 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: CORPUZ, NORIE DATE OF THIS ESTIMATE 05/25/04 LOCATION PROGRESS ESTIMATE 07-LA-134-0.0/2.1 ----------------- ORTIZ ENTERPRISES INCORPORATED IN LOS ANGELES COUNTY IN LOS 6 CUSHING, SUITE 200 ANGELES FROM CAMARILLO STREET TO IRVINE, CA 92614 CLYBOURN AVENUE: WB FED. AID NO. ACNH-X037(111)E SOUNDWALLS ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.950 9,500.00 02 TIME-RELATED OVERHEAD WDAY 2,014.0000 483,360.00 4.000 8,056.00 340.000 684,760.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 60.0000 600.00 10.000 600.00 S) 04 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 1.000 4,000.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 0.060 1,800.00 1.000 30,000.00 06 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.150 750.00 1.000 5,000.00 S) 07 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.070 14,000.00 1.000 200,000.00 S) 08 TYPE III BARRICADE EA 75.0000 3,600.00 54.000 4,050.00 S) 09 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.0000 39,300.00 6,267.000 18,801.00 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 6,400.00 91.000 3,640.00 S) 11 TEMPORARY PAVEMENT MARKER EA 4.0000 3,360.00 1,047.000 4,188.00 S) 12 TEMPORARY FLASHING BEACON EA 4,000.0000 8,000.00 0.000 0.00 S) 13 TEMPORARY RAILING (TYPE K) M 23.0000 132,480.00 5,760.000 132,480.00 S) 14 TEMPORARY CRASH CUSHION MODULE EA 226.0000 42,940.00 86.000 19,436.00 S) 15 REMOVE METAL BEAM GUARD RAILING M 12.0000 11,040.00 920.000 11,040.00 S) 16 REMOVE TRAFFIC STRIPE M 2.0000 15,420.00 4,657.020 9,314.04 S) 17 REMOVE TRAFFIC STRIPE (YELLOW) M 4.0000 23,560.00 4,971.590 19,886.36 S) 18 REMOVE PAVEMENT MARKER EA 1.0000 2,610.00 2,123.000 2,123.00 S) 19 REMOVE ROADSIDE SIGN EA 270.0000 3,510.00 9.000 2,430.00 20 REMOVE PIPE M 400.0000 1,560.00 0.900 360.00 3.900 1,560.00 21 REMOVE INLET EA 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000.00 22 RECONSTRUCT CHAIN LINK FENCE M 270.0000 1,080.00 2.000 540.00 S) PROGRAM CAS145 PAGE 2 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-061744 TIME 12:42 PM ESTIMATE NO. 23 BID OPENING 10/03/02 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: CORPUZ, NORIE 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 RECONSTRUCT METAL BEAM GUARD RAILING M 200.0000 9,400.00 51.540 10,308.00 S) (WOOD POST) 24 REMOVE CONCRETE (STRUCTURE) M3 60.0000 234.00 3.900 234.00 25 REMOVE CONCRETE CURB M 8.0000 19,280.00 2,400.000 19,200.00 26 REMOVE CONCRETE CURB AND SIDEWALK M3 65.0000 195.00 4.000 260.00 27 CLEAN BRIDGE DECK (PORTION) M2 3.0000 198.00 66.000 198.00 66.000 198.00 28 CAP INLET EA 1,700.0000 23,800.00 1.000 1,700.00 15.000 25,500.00 29 BRIDGE REMOVAL (PORTION), LOCATION A LS 15,000.0000 15,000.00 1.000 15,000.00 30 BRIDGE REMOVAL (PORTION), LOCATION B LS 7,000.0000 7,000.00 1.000 7,000.00 31 BRIDGE REMOVAL (PORTION), LOCATION C LS 6,000.0000 6,000.00 1.000 6,000.00 32 BRIDGE REMOVAL (PORTION), LOCATION D LS 10,000.0000 10,000.00 1.000 10,000.00 33 BRIDGE REMOVAL (PORTION), LOCATION E LS 6,000.0000 6,000.00 1.000 6,000.00 34 CLEARING AND GRUBBING LS 30,000.0000 30,000.00 1.000 30,000.00 35 ROADWAY EXCAVATION M3 25.0000 47,500.00 1,890.000 47,250.00 36 ROADWAY EXCAVATION (TYPE Z-2) M3 90.0000 282,600.00 2,264.831 203,834.79 (AERIALLY DEPOSITED LEAD) 37 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 38 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 16,200.00 308.510 30,851.00 F) 39 STRUCTURE EXCAVATION (TYPE Z-2) M3 135.0000 64,260.00 182.560 24,645.60 F) (AERIALLY DEPOSITED LEAD) 40 STRUCTURE BACKFILL (BRIDGE) M3 90.0000 31,590.00 351.000 31,590.00 F) 41 STRUCTURE BACKFILL, RETAINING WALL M3 70.0000 8,820.00 0.000 0.00 F) (SOUND WALL ) 42 PERVIOUS BACKFILL MATERIAL (RETAINING M3 55.0000 440.00 0.000 0.00 F) WALL) 43 HIGHWAY PLANTING LS 80,000.0000 80,000.00 1.000 80,000.00 1.000 80,000.00 S) 44 PLANT ESTABLISHMENT WORK LS 12,000.0000 12,000.00 0.090 1,080.00 0.090 1,080.00 S) 45 MAINTAIN EXISTING IRRIGATION FACILITIES LS 7,000.0000 7,000.00 0.100 700.00 0.700 4,900.00 S) 46 IRRIGATION SYSTEM LS 85,000.0000 85,000.00 0.150 12,750.00 1.000 85,000.00 S) 47 EXTEND 200 MM CONDUIT M 400.0000 12,000.00 0.000 0.00 S) 48 CLASS 3 AGGREGATE BASE M3 100.0000 3,900.00 39.000 3,900.00 49 ASPHALT CONCRETE (TYPE B) TONN 53.0000 337,610.00 5,951.740 315,442.22 PROGRAM CAS145 PAGE 3 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-061744 TIME 12:42 PM ESTIMATE NO. 23 BID OPENING 10/03/02 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: CORPUZ, NORIE 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 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 220.00 11.000 220.00 AREA) 51 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 20.0000 140.00 39.620 792.40 52 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 385.0000 113,190.00 296.800 114,268.00 S) PILING 53 450 MM CAST-IN-DRILLED-HOLE CONCRETE M 385.0000 11,550.00 30.000 11,550.00 S) PILING 54 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 320.0000 105,600.00 329.210 105,347.20 S) PILING (BARRIER) 55 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 1,100.0000 17,600.00 16.200 17,820.00 S) PILING 56 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 61.0000 405,040.00 6,770.800 413,018.80 S) PILING (BARRIER) 57 PRESTRESSING CAST-IN-PLACE CONCRETE LS 15,000.0000 15,000.00 1.000 15,000.00 S) 58 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 70,700.00 202.000 70,700.00 F) 59 STRUCTURAL CONCRETE, BRIDGE M3 1,400.0000 389,200.00 278.000 389,200.00 F) 60 STRUCTURAL CONCRETE, ANCHOR SLAB M3 680.0000 30,600.00 45.000 30,600.00 F) 61 STRUCTURAL CONCRETE, RETAINING WALL M3 670.0000 34,170.00 0.000 0.00 F) 62 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 42,000.00 26.580 39,870.00 47.590 71,385.00 F) 63 MINOR CONCRETE (BACKFILL) M3 190.0000 7,790.00 40.000 7,600.00 64 DRILL AND BOND DOWEL M 60.0000 20,100.00 286.920 17,215.20 65 FURNISH PRECAST PRESTRESSED CONCRETE EA 20,000.0000 20,000.00 1.000 20,000.00 S) GIRDER (25 M - 30 M) 66 ERECT PRECAST PRESTRESSED CONCRETE EA 6,000.0000 6,000.00 1.000 6,000.00 S) GIRDER 67 REFINISH BRIDGE DECK M2 120.0000 4,200.00 35.000 4,200.00 68 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 110.0000 787,710.00 7,109.850 782,083.50 SF) 69 JOINT SEAL (MR 40 MM) M 150.0000 2,100.00 14.000 2,100.00 14.000 2,100.00 S) 70 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 210,346.00 105,173.000 210,346.00 SF) 71 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 11,186.00 0.000 0.00 SF) 72 HEADED BAR REINFORCEMENT EA 7.0000 13,601.00 1,118.000 7,826.00 S) 73 TREAT BRIDGE DECK (PORTION) M2 4.0000 264.00 66.000 264.00 66.000 264.00 F) 74 FURNISH BRIDGE DECK TREATMENT MATERIAL L 25.0000 650.00 26.000 650.00 26.000 650.00 75 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 200.00 2.000 200.00 2.000 200.00 METHOD) 76 METAL (WALL MOUNTED SIGN) EA 300.0000 1,800.00 5.000 1,500.00 5.000 1,500.00 PROGRAM CAS145 PAGE 4 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-061744 TIME 12:42 PM ESTIMATE NO. 23 BID OPENING 10/03/02 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: CORPUZ, NORIE 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 ------------------------------------------------------------------------------------------------------------------------------------ 77 ROADSIDE SIGN (SOUND WALL MOUNTED) EA 1,700.0000 3,400.00 2.000 3,400.00 2.000 3,400.00 78 INSTALL ROADSIDE SIGN EA 2,000.0000 6,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 79 600 MM REINFORCED CONCRETE PIPE M 600.0000 31,800.00 53.000 31,800.00 80 MINOR CONCRETE (CURB AND SIDEWALK) M3 500.0000 2,450.00 0.000 0.00 81 MISCELLANEOUS IRON AND STEEL KG 2.0000 4,320.00 2,160.000 4,320.00 2,160.000 4,320.00 SF) 82 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 1,860.00 186.000 1,860.00 SF) 83 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 7,200.00 6.000 5,400.00 6.000 5,400.00 S) 84 METAL BEAM GUARD RAILING (WOOD POST) M 230.0000 1,840.00 8.000 1,840.00 8.000 1,840.00 S) 85 TERMINAL SECTION (TYPE B) EA 90.0000 270.00 1.000 90.00 1.000 90.00 S) 86 END SECTION EA 75.0000 150.00 2.000 150.00 2.000 150.00 S) 87 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000.00 S) 88 TERMINAL SYSTEM (TYPE CAT) EA 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000.00 S) 89 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 450.0000 450.00 1.000 450.00 1.000 450.00 S) 90 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 600.00 0.000 0.00 S) 91 CONCRETE BARRIER (TYPE 736 MODIFIED) M 220.0000 67,760.00 308.000 67,760.00 F) 92 CONCRETE BARRIER (TYPE 736 SV) M 250.0000 540,000.00 2,154.000 538,500.00 93 CONCRETE BARRIER (TYPE 736 SV MODIFIED) M 310.0000 46,500.00 141.500 43,865.00 94 CONCRETE BARRIER (TYPE 736A MODIFIED) M 300.0000 10,200.00 0.000 0.00 95 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 10,600.00 10,309.860 10,309.86 S) 96 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 660.00 977.500 1,955.00 S) 97 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 6,490.00 6,017.970 6,017.97 S) (BROKEN 10.98 M - 3.66 M) 98 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 200.00 252.670 252.67 252.670 252.67 S) (BROKEN 5.18 M - 2.14 M) 99 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 3,600.00 1,888.000 3,776.00 S) 00 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 3,320.00 966.000 3,864.00 S) 01 LIGHTING (TEMPORARY) LS 45,000.0000 45,000.00 1.000 45,000.00 S) 02 LIGHTING AND SIGN ILLUMINATION (MODIFY) LS 90,000.0000 90,000.00 1.000 90,000.00 S) 03 TRAFFIC MONITORING STATION (MODIFY) LS 25,000.0000 25,000.00 1.000 25,000.00 S) PROGRAM CAS145 PAGE 5 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-061744 TIME 12:42 PM ESTIMATE NO. 23 BID OPENING 10/03/02 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: CORPUZ, NORIE 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 ------------------------------------------------------------------------------------------------------------------------------------ 04 COMMUNICATION SYSTEM ROUTING LS 55,000.0000 55,000.00 0.954 52,470.00 S) PROGRAM CAS145 PAGE 6 DATE 05/25/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-061744 TIME 12:42 PM ESTIMATE NO. 23 BID OPENING 10/03/02 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: CORPUZ, NORIE 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 190,880.67 5,371,508.61 ADJUSTMENT OF COMPENSATION 0.00 97,194.45 EXTRA WORK 6,207.13 436,575.91 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 197,087.80 5,905,278.97 05 MOBILIZATION LS 602,970.0000 602,970.00 1.000 602,970.00 ORIGINAL CONTRACT AMOUNT 6,044,444.00 TOTAL WORK COMPLETED 197,087.80 6,508,248.97 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -98,000.00 TOTAL 197,087.80 6,410,248.97 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 10/29/02 330 12/04/02 00/00/00 06/30/04 359 19 21 79 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY CORPUZ, NORIE RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 05/25/04