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 03/01/05 EST. NO.51 TIME 01:18 PM R.E. NAME: AKBARIAN, MASSOD 07-1384U4 --------------------------------------------------------------------------- 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 03/01/05 EST. NO.51 TIME 01:18 PM R.E. NAME: AKBARIAN, MASSOD 07-1384U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SCHEDULE UPDATE -39,898.86 07 LATE CLOSURE REOPEN -21,000.00 08 SCHEDULE UPDATE -80,840.00 08 UNSATISFACTORY PROGR -16,053.57 08 SCHEDULE UPDATE -81,553.86 09 LCLOSURERETINC022002 -6,000.00 13 SCHEDULED UPDATE 202,292.72 13 UNSATISFACTORY PROG. 16,053.57 14 CPM RETENTION -103,773.00 17 CPM RETENTION -108,780.77 18 CPM RETENTION 103,773.00 19 CPM RETENTION 108,780.77 19 TYPEGOUTSPECGRADATIO -232.73 22 CPM RETENTION -61,000.00 26 CPM RETENTION 61,000.00 27 LTE CLOSURE O.051703 -15,000.00 32 LATE CLOSURE REOPEN 21,000.00 47 0.00 -21,232.73 LABOR COMPLIANCE VIOLATION EXCEL,AMER,WORKS,ABR -10,000.00 02 ALCORN, CRESCENTA -10,000.00 03 EXCEL,AMER,WORKS,ABR 10,000.00 03 ALCORN, CRESCENTA 10,000.00 04 EXCEL,BEADOR,CRESCNT -10,000.00 05 BEADOR -10,000.00 06 EXCEL,BEADOR,CRESCNT 10,000.00 06 BEADOR I -10,000.00 07 BEADOR 10,000.00 08 BEADOR I 10,000.00 08 BEADOR II -10,000.00 08 WEST 1 -10,000.00 09 BEADOR II 10,000.00 11 TOOMEY -10,000.00 11 WEST 1 10,000.00 11 TOOMEY 10,000.00 12 UNITED CONCRETE, GLM -10,000.00 12 GLM, BEADOR -8,159.64 13 UNITED CONCRETE, GLM 10,000.00 13 UNITED -10,000.00 14 GLM, BEADOR 8,159.64 15 UNITED 10,000.00 17 UNITED T & UNITED C -10,000.00 18 UNITED T & UNITED C 10,000.00 20 VAR PAYROLL 1 -10,000.00 21 VAR PAYROLL 1 10,000.00 22 VAR PRS I -10,000.00 23 VAR PRS I 10,000.00 24 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 03/01/05 EST. NO.51 TIME 01:18 PM R.E. NAME: AKBARIAN, MASSOD 07-1384U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- VAR PRS II -10,000.00 24 VAR PRS II 10,000.00 25 VAR PRS III -10,000.00 25 VAR PRS DEC -10,000.00 26 VAR PRS III 10,000.00 27 VAR PRS JAN -10,000.00 28 VAR PRS DEC 10,000.00 28 PAYROLLS FEB -7,855.84 29 PAYROLL APRIL -10,000.00 32 PAYROLLS FEB 7,855.84 32 PAYROLL APRIL 10,000.00 33 PAYROLL MAY -10,000.00 33 PAYROLLS JUNE -10,000.00 35 PAYROLLS JULY -10,000.00 37 PAYROLLS JULY 10,000.00 38 VAR PRS JAN 10,000.00 38 PAYROLL MAY 10,000.00 38 PAYROLLS JUNE 10,000.00 38 PAYROLLS AUG -10,000.00 38 OCTOBER PAYROLL -10,000.00 39 PAYROLLS AUG 10,000.00 39 NOVEMBER PAYROLL -10,000.00 40 OCTOBER PAYROLL 10,000.00 40 DEC PAYROLL -10,000.00 41 DEC PAYROLL 10,000.00 42 NOVEMBER PAYROLL 10,000.00 42 FEBRUARY PAYROLL -7,270.74 43 MARCH PAYROLL -1,002.50 44 FEBRUARY -7,270.74 45 MARCH PAYROLL -1,002.50 45 MARCH PAYROLL 1,002.50 46 FEBRUARY PAYROLL 7,270.74 46 FEBRUARY 7,270.74 46 MARCH PAYROLL 1,002.50 46 0.00 0.00 LIQUIDATED DAMAGES 19 DAYS@1500.00/DAY -28,500.00 49 7 DAYS @ 1,500/DAY 3,000.00 50 RETURN LD'S 25,500.00 51 25,500.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 089 -62,816.17 03 OVERBID ITEM NO. 089 -31,408.09 04 OVERBID ITEM NO. 089 -25,126.47 11 OVERBID ITEM NO. 089 -6,281.62 26 OVERBID ITEM NO. 089 125,632.35 49 0.00 0.00 OTHER OUTSTANDING DOCUMENTS HC43/FHWA47 -10,000.00 49 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 3 DATE 03/01/05 EST. NO.51 TIME 01:18 PM R.E. NAME: AKBARIAN, MASSOD 07-1384U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- FHWA-HC43 10,000.00 50 0.00 0.00 TOTAL DEDUCTIONS 25,500.00 -21,232.73 PROGRAM CAS145 PAGE 1 DATE 03/01/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1384U4 TIME 01:18 PM ESTIMATE NO. 51 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/04 R.E. NAME: AKBARIAN, MASSOD DATE OF THIS ESTIMATE 03/01/05 LOCATION SEMI-FINAL ESTIMATE 07-LA-710-6.8/9.7 ------------------- EXCEL PAVING COMPANY IN LOS ANGELES COUNTY IN LONG BEACH 2230 LEMON AVENUE FROM ROUTE 1 TO ROUTE 405 AND 710 LONG BEACH, CA 90806 SEPARATION FED. AID NO. ACNH-P710(3)E RESURFACE EXISTING FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 15,000.0000 15,000.00 1.000 15,000.00 02 WARRANTY LS 10,000.0000 10,000.00 1.000 10,000.00 03 PREPARE STORM WATER POLLUTION LS 30,000.0000 30,000.00 1.000 30,000.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 1.000 30,000.00 05 CONSTRUCTION AREA SIGNS LS 200,000.0000 200,000.00 1.000 200,000.00 S) 06 TRAFFIC CONTROL SYSTEM LS 1997,909.0000 1,997,909.00 1.000 1,997,909.00 S) 07 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.0000 306,000.00 91,704.640 275,113.92 S) 08 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4000 31,600.00 252,864.000 101,145.60 S) 09 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 18,500.00 228.000 11,400.00 S) 10 TEMPORARY PAVEMENT MARKER EA 4.0000 79,600.00 26,064.000 104,256.00 S) 11 TEMPORARY RAILING (TYPE K) M 30.0000 669,000.00 20,463.000 613,890.00 S) 12 MOVEABLE CONCRETE BARRIER LS 700,000.0000 700,000.00 1.000 700,000.00 S) 13 TEMPORARY CRASH CUSHION MODULE EA 200.0000 40,000.00 646.000 129,200.00 S) 14 REMOVE METAL BEAM GUARD RAILING M 25.0000 5,250.00 899.980 22,499.50 15 REMOVE DOUBLE METAL BEAM BARRIER M 80.0000 372,800.00 4,833.000 386,640.00 16 REMOVE TRAFFIC STRIPE (YELLOW) M 1.7500 20,125.00 11,394.400 19,940.20 17 REMOVE PAINTED TRAFFIC STRIPE M 1.0000 24,600.00 25,151.000 25,151.00 18 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,080.00 4,898.000 4,898.00 19 REMOVE PAVEMENT MARKER EA 1.0000 8,500.00 6,827.000 6,827.00 20 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 600.00 3.000 450.00 21 REMOVE SIGN STRUCTURE EA 10,000.0000 20,000.00 3.000 30,000.00 22 REMOVE PIPE M 200.0000 54,000.00 252.500 50,500.00 PROGRAM CAS145 PAGE 2 DATE 03/01/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1384U4 TIME 01:18 PM ESTIMATE NO. 51 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/04 R.E. NAME: AKBARIAN, MASSOD DATE OF THIS ESTIMATE 03/01/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE INLET EA 2,000.0000 54,000.00 37.000 74,000.00 24 REMOVE CONCRETE PAVEMENT M2 4.0000 157,600.00 34,656.690 138,626.76 25 RELOCATE ROADSIDE SIGN-ONE POST EA 600.0000 2,400.00 2.000 1,200.00 26 ADJUST INLET EA 1,500.0000 10,500.00 5.000 7,500.00 27 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 19,150.00 3,570.540 17,852.70 S) 28 REMOVE CONCRETE CURB M 15.0000 205,500.00 13,786.500 206,797.50 29 CAP INLET EA 2,000.0000 30,000.00 18.000 36,000.00 30 CLEARING AND GRUBBING LS 8,900.0000 8,900.00 1.000 8,900.00 31 ROADWAY EXCAVATION M3 20.0000 654,000.00 30,692.420 613,848.40 32 ROADWAY EXCAVATION (MATERIAL WITH M3 37.0000 54,020.00 651.000 24,087.00 AERIALLY DEPOSITED LEAD (TYPE Y)) 33 ROADWAY EXCAVATION (MATERIAL WITH M3 125.0000 108,750.00 566.330 70,791.25 AERIALLY DEPOSITED LEAD (TYPE Z-2) 34 LEAD COMPLIANCE PLAN LS 30,000.0000 30,000.00 1.000 30,000.00 35 IMPORTED MATERIAL (SHOULDER BACKING) M3 20.0000 53,600.00 3,118.000 62,360.00 36 CLASS 3 AGGREGATE BASE M3 40.0000 22,000.00 473.670 18,946.80 37 ASPHALT CONCRETE TEXTURED PAVING- M2 60.0000 205,200.00 2,508.000 150,480.00 PATTERN "A" 38 ASPHALT CONCRETE TEXTURED PAVING_ M2 60.0000 138,000.00 1,919.000 115,140.00 PATTERN "B" 39 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 60.0000 570,000.00 9,561.870 573,712.20 40 ASPHALT CONCRETE (TYPE A) TONN 40.0000 1,108,000.00 28,396.500 1,135,860.00 (PBA-6A (MOD)) 41 ASPHALT CONCRETE (TYPE A) (AR 8000) TONN 35.0000 336,000.00 11,966.350 418,822.25 (RICH BOTTOM) 42 ASPHALT CONCRETE (TYPE A) (AR 8000) TONN 37.0000 84,360.00 87.750 3,246.75 (WORKING PLATFORM) 43 ASPHALT CONCRETE (TYPE A) (AR 8000) TONN 40.0000 2,880,000.00 73,247.860 2,929,914.40 44 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 130.0000 14,300.00 119.350 15,515.50 45 PAVING ASPHALT (BINDER-PAVEMENT TONN 100.0000 15,000.00 79.710 7,971.00 REINFORCING FABRIC) 46 PAVEMENT REINFORCING FABRIC M2 0.6000 58,620.00 95,462.000 57,277.20 47 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 10.0000 27,000.00 3,213.000 32,130.00 48 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 1,500.00 114.100 1,141.00 49 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 10.0000 1,000.00 103.600 1,036.00 PROGRAM CAS145 PAGE 3 DATE 03/01/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1384U4 TIME 01:18 PM ESTIMATE NO. 51 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/04 R.E. NAME: AKBARIAN, MASSOD DATE OF THIS ESTIMATE 03/01/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 3,100.00 307.530 3,075.30 51 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 530.00 51.040 510.40 52 CRACK EXISTING CONCRETE PAVEMENT M2 1.0000 67,300.00 61,202.500 61,202.50 53 GRIND EXISTING CONCRETE PAVEMENT M2 30.0000 900.00 30.750 922.50 S) 54 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 132,000.00 91.440 137,160.00 F) 55 MINOR CONCRETE (BACKFILL) M3 600.0000 16,200.00 49.760 29,856.00 56 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 93,950.00 9,260.000 46,300.00 37,390.000 186,950.00 F) 57 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 18,790.00 9,260.000 9,260.00 37,390.000 37,390.00 SF) 58 920 MM CAST-IN-DRILLED-HOLE M 1,000.0000 25,000.00 47.000 47,000.00 S) CONCRETE PILE (SIGN FOUNDATION) 59 ROADSIDE SIGN - ONE POST EA 500.0000 1,000.00 2.000 1,000.00 60 450 MM REINFORCED CONCRETE PIPE M 700.0000 77,000.00 165.140 115,598.00 61 600 MM REINFORCED CONCRETE PIPE M 700.0000 15,400.00 21.400 14,980.00 62 250 MM CORRUGATED STEEL PIPE M 600.0000 96,000.00 143.040 85,824.00 (1.63 MM THICK) 63 600 MM CONCRETE FLARED END SECTION EA 1,500.0000 1,500.00 1.000 1,500.00 64 MISCELLANEOUS IRON AND STEEL KG 2.5000 31,112.50 12,889.000 32,222.50 SF) 65 INSTALL MEDIAN MILEAGE PANEL EA 70.0000 2,100.00 28.000 1,960.00 66 METAL BEAM GUARD RAILING (WOOD POST) M 150.0000 25,500.00 232.370 34,855.50 S) 67 CONCRETE BARRIER (TYPE K) M 70.0000 14,700.00 520.000 36,400.00 68 CONCRETE BARRIER (TYPE 27B) M 300.0000 102,000.00 312.000 93,600.00 69 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 170.0000 27,200.00 173.360 29,471.20 S) 70 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 9,000.00 3.000 9,000.00 S) 71 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 26,400.00 15.000 33,000.00 S) 72 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 9,000.00 11.000 11,000.00 S) 73 CRASH CUSHION (TYPE ADIEM II 350) EA 18,000.0000 18,000.00 2.000 36,000.00 S) 74 CONCRETE BARRIER (TYPE 60W) M 600.0000 1,194,000.00 1,992.000 1,195,200.00 75 CONCRETE BARRIER (TYPE 60C MOD) M 300.0000 708,000.00 2,351.100 705,330.00 76 CONCRETE BARRIER (TYPE 60C MOD TRANS) M 900.0000 27,000.00 42.200 37,980.00 PROGRAM CAS145 PAGE 4 DATE 03/01/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1384U4 TIME 01:18 PM ESTIMATE NO. 51 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/04 R.E. NAME: AKBARIAN, MASSOD DATE OF THIS ESTIMATE 03/01/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CONCRETE BARRIER (TYPE 60D MOD) M 300.0000 108,000.00 0.000 0.00 78 CONCRETE BARRIER (TYPE 60GE MOD) M 800.0000 160,000.00 183.500 146,800.00 79 CONCRETE BARRIER (TYPE 60SE MOD) M 800.0000 80,000.00 278.300 222,640.00 80 THERMOPLASTIC PAVEMENT MARKING M2 120.0000 2,640.00 29.320 3,518.40 S) 81 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 23,300.00 24,863.000 24,863.00 S) 82 200 MM THERMOPLASTIC TRAFFIC STRIPE M 5.0000 6,350.00 1,962.000 9,810.00 S) 83 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 3,640.00 2,104.000 8,416.00 S) (BROKEN 3.66 M - 0.92 M) 84 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 130.00 249.000 249.00 S) (BROKEN 5.18 M - 2.14 M) 85 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 10,680.00 5,352.000 10,704.00 S) 86 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 10,290.00 3,359.000 11,756.50 S) 87 LIGHTING AND SIGN ILLUMINATION LS 300,000.0000 300,000.00 1.000 300,000.00 S) 88 MODIFY AUTOMATIC VEHICLE CLASSIFICATION LS 10,000.0000 10,000.00 1.000 10,000.00 S) (AVC) STATION PROGRAM CAS145 PAGE 5 DATE 03/01/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1384U4 TIME 01:18 PM ESTIMATE NO. 51 BID OPENING 12/07/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/04 R.E. NAME: AKBARIAN, MASSOD DATE OF THIS ESTIMATE 03/01/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 55,560.00 15,245,721.73 ADJUSTMENT OF COMPENSATION 0.00 608,858.66 EXTRA WORK 0.00 2,215,514.05 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 55,560.00 18,070,094.44 89 MOBILIZATION LS 1800,000.0000 1,800,000.00 1.000 1,800,000.00 ORIGINAL CONTRACT AMOUNT 16,743,676.50 TOTAL WORK COMPLETED 55,560.00 19,870,094.44 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 25,500.00 -21,232.73 TOTAL 81,060.00 19,848,861.71 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 089 MOBILIZATION 1,674,367.65 1,800,000.00 125,632.35 DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/13/01 450 03/25/01 02/28/01 11/18/04 832 399 203 179 100% 100% AKBARIAN, MASSOD RESIDENT ENGINEER PROGRAM CAS145 DATE 03/01/05