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 05/24/04 EST. NO.03 TIME 08:52 AM R.E. NAME: TABAR, ISAAC 12-0F6004 --------------------------------------------------------------------------- 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 05/24/04 EST. NO.03 TIME 08:52 AM R.E. NAME: TABAR, ISAAC 12-0F6004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MIS CPR:EL,FOSS,P,SS -10,000.00 03 -10,000.00 -10,000.00 OVERBID ITEMS OVERBID ITEM NO. 052 -7,351.65 01 OVERBID ITEM NO. 052 -1,960.44 02 OVERBID ITEM NO. 052 -490.11 03 -490.11 -9,802.20 TOTAL DEDUCTIONS -10,490.11 -19,802.20 PROGRAM CAS145 PAGE 1 DATE 05/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F6004 TIME 08:52 AM ESTIMATE NO. 03 BID OPENING 12/04/03 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: TABAR, ISAAC DATE OF THIS ESTIMATE 05/24/04 LOCATION PROGRESS ESTIMATE 12-ORA-57-19.7/19.7 ----------------- ALL AMERICAN ASPHALT IN ORANGE COUNTY IN FULLERTON AND 400 EAST SIXTH STREET BREA AT ROUTE 90 AND 57 SEPARATION CORONA, CA. 92879 FED. AID NO. ACST-P057(45)E ,PH-P057(45)E WIDEN EXISTING OFF RAMP ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 EXTEND IRRIGATION CROSSOVERS M 415.0000 4,150.00 4.880 2,025.20 8.540 3,544.10 02 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,200.0000 2,200.00 0.200 440.00 0.600 1,320.00 03 PREPARE WATER POLLUTION CONTROL LS 1,000.0000 1,000.00 0.750 750.00 PROGRAM 04 WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 0.302 3,020.00 0.886 8,860.00 05 CONSTRUCTION AREA SIGNS LS 3,000.0000 3,000.00 0.500 1,500.00 S) 06 TRAFFIC CONTROL SYSTEM LS 8,500.0000 8,500.00 0.100 850.00 0.500 4,250.00 S) 07 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.0900 2,110.90 992.400 2,074.12 1,830.400 3,825.54 S) 08 TEMPORARY PAVEMENT MARKER EA 11.0000 1,089.00 49.000 539.00 115.000 1,265.00 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,100.0000 10,200.00 0.200 1,020.00 0.400 2,040.00 S) 10 TEMPORARY RAILING (TYPE K) M 50.0000 31,500.00 158.500 7,925.00 554.800 27,740.00 S) 11 TEMPORARY CRASH CUSHION MODULE EA 470.0000 10,340.00 5.500 2,585.00 16.500 7,755.00 S) 12 TEMPORARY TRAFFIC SCREEN M 45.0000 28,350.00 158.500 7,132.50 554.800 24,966.00 S) 13 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 17.0000 5,780.00 206.500 3,510.50 206.500 3,510.50 STRIPE 14 REMOVE PAVEMENT MARKING M2 1.1000 22.00 16.540 18.19 15 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.1000 891.00 175.200 192.72 480.100 528.11 16 REMOVE PAVEMENT MARKER EA 0.5500 52.80 69.000 37.95 17 REMOVE ROADSIDE SIGN EA 150.0000 1,200.00 6.000 900.00 18 REMOVE ASPHALT CONCRETE DIKE M 32.0000 5,440.00 0.000 0.00 19 REMOVE PIPE M 400.0000 8,000.00 14.600 5,840.00 14.600 5,840.00 20 REMOVE INLET EA 1,000.0000 2,000.00 2.000 2,000.00 2.000 2,000.00 21 RELOCATE ROADSIDE SIGN-ONE POST EA 255.0000 255.00 1.000 255.00 22 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.9300 10,635.90 0.000 0.00 S) (45 MM MAXIMUM) PROGRAM CAS145 PAGE 2 DATE 05/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F6004 TIME 08:52 AM ESTIMATE NO. 03 BID OPENING 12/04/03 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: TABAR, ISAAC DATE OF THIS ESTIMATE 05/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE CONCRETE (CURB AND GUTTER) M 72.0000 4,320.00 58.200 4,190.40 24 CAP INLET EA 2,200.0000 2,200.00 1.000 2,200.00 25 CLEARING AND GRUBBING LS 3,700.0000 3,700.00 0.100 370.00 1.000 3,700.00 26 ROADWAY EXCAVATION M3 52.0000 32,240.00 340.920 17,727.84 27 ROADWAY EXCAVATION M3 230.0000 16,100.00 52.650 12,109.50 (AERIALLY DEPOSITED LEAD) 28 HIGHWAY PLANTING LS 1,500.0000 1,500.00 0.000 0.00 S) 29 IRRIGATION SYSTEM LS 12,000.0000 12,000.00 0.448 5,376.00 1.000 12,000.00 S) 30 CLASS 2 AGGREGATE SUBBASE M3 66.0000 20,460.00 156.580 10,334.28 260.770 17,210.82 31 ASPHALT CONCRETE (TYPE A) TONN 52.0000 16,640.00 244.190 12,697.88 244.190 12,697.88 32 ASPHALT CONCRETE BASE (TYPE A) TONN 46.5000 19,065.00 330.980 15,390.57 330.980 15,390.57 33 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 73.5000 38,955.00 0.000 0.00 34 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 20.0000 3,400.00 0.000 0.00 35 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 20.0000 600.00 0.000 0.00 36 MINOR CONCRETE (MINOR STRUCTURE) M3 3,700.0000 14,800.00 4.530 16,761.00 4.530 16,761.00 37 ROADSIDE SIGN - ONE POST EA 340.0000 340.00 0.000 0.00 38 ROADSIDE SIGN (STRAP AND SADDLE EA 130.0000 390.00 0.000 0.00 BRACKET METHOD) 39 450 MM REINFORCED CONCRETE PIPE M 460.0000 13,800.00 13.090 6,021.40 32.000 14,720.00 40 600 MM REINFORCED CONCRETE PIPE M 480.0000 1,440.00 3.000 1,440.00 3.000 1,440.00 41 MINOR CONCRETE (CURB) M 130.0000 3,900.00 26.400 3,432.00 42 MISCELLANEOUS IRON AND STEEL KG 4.0000 2,400.00 296.000 1,184.00 444.000 1,776.00 43 DELINEATOR (CLASS 1) EA 42.0000 252.00 0.000 0.00 44 THERMOPLASTIC CROSSWALK AND M2 52.5000 525.00 0.000 0.00 S) PAVEMENT MARKING 45 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0500 861.00 0.000 0.00 S) 46 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.1500 567.00 0.000 0.00 S) 47 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.1500 315.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 48 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0500 189.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 49 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1500 302.40 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 05/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F6004 TIME 08:52 AM ESTIMATE NO. 03 BID OPENING 12/04/03 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: TABAR, ISAAC DATE OF THIS ESTIMATE 05/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MODIFY COMMUNICATION SYSTEM LS 4,000.0000 4,000.00 0.140 560.00 0.190 760.00 S) 51 RAMP METERING SYSTEM LS 44,000.0000 44,000.00 0.890 39,160.00 0.940 41,360.00 S) PROGRAM CAS145 PAGE 4 DATE 05/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F6004 TIME 08:52 AM ESTIMATE NO. 03 BID OPENING 12/04/03 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: TABAR, ISAAC DATE OF THIS ESTIMATE 05/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 148,449.17 278,381.40 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 850.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 148,449.17 279,231.40 52 MOBILIZATION LS 56,000.0000 56,000.00 0.050 2,800.00 1.000 56,000.00 ORIGINAL CONTRACT AMOUNT 461,978.00 TOTAL WORK COMPLETED 151,249.17 335,231.40 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,490.11 -19,802.20 TOTAL 140,759.06 315,429.20 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 052 MOBILIZATION 46,197.80 56,000.00 9,802.20 (S) 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 01/14/04 125 02/02/04 02/02/04 08/02/04 59 2 0 7 70% 42% PROGRESS IS SATISFACTORY TABAR, ISAAC RESIDENT ENGINEER PROGRAM CAS145 DATE 05/24/04