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 06/21/04 EST. NO.04 TIME 09:08 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 --------------------------------------------------------------------------- 001 0002 843.27 E.W. @ F.A.(+) 032004 N SM1 0 0003 1,742.31 030104 N 1.0 0 2,585.58 TOTAL THIS ESTIMATE 850.00 TOTAL PREVIOUS ESTIMATE 3,435.58 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 06/21/04 EST. NO.04 TIME 09:08 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 RETRN EST #3 DEDUCT. 10,000.00 04 10,000.00 0.00 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 0.00 -9,802.20 TOTAL DEDUCTIONS 10,000.00 -9,802.20 PROGRAM CAS145 PAGE 1 DATE 06/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F6004 TIME 09:08 AM ESTIMATE NO. 04 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 06/20/04 R.E. NAME: TABAR, ISAAC DATE OF THIS ESTIMATE 06/21/04 LOCATION RERUN 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 8.540 3,544.10 02 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,200.0000 2,200.00 0.400 880.00 1.000 2,200.00 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 0.114 1,140.00 1.000 10,000.00 05 CONSTRUCTION AREA SIGNS LS 3,000.0000 3,000.00 0.500 1,500.00 1.000 3,000.00 S) 06 TRAFFIC CONTROL SYSTEM LS 8,500.0000 8,500.00 0.500 4,250.00 1.000 8,500.00 S) 07 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.0900 2,110.90 1,830.400 3,825.54 S) 08 TEMPORARY PAVEMENT MARKER EA 11.0000 1,089.00 115.000 1,265.00 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,100.0000 10,200.00 1.000 5,100.00 1.400 7,140.00 S) 10 TEMPORARY RAILING (TYPE K) M 50.0000 31,500.00 158.600 7,930.00 713.400 35,670.00 S) 11 TEMPORARY CRASH CUSHION MODULE EA 470.0000 10,340.00 5.500 2,585.00 22.000 10,340.00 S) 12 TEMPORARY TRAFFIC SCREEN M 45.0000 28,350.00 158.600 7,137.00 713.400 32,103.00 S) 13 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 17.0000 5,780.00 22.600 384.20 229.100 3,894.70 STRIPE 14 REMOVE PAVEMENT MARKING M2 1.1000 22.00 16.540 18.19 15 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.1000 891.00 480.100 528.11 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 5,440.00 172.000 5,504.00 172.000 5,504.00 19 REMOVE PIPE M 400.0000 8,000.00 14.600 5,840.00 20 REMOVE INLET EA 1,000.0000 2,000.00 2.000 2,000.00 21 RELOCATE ROADSIDE SIGN-ONE POST EA 255.0000 255.00 2.000 510.00 3.000 765.00 22 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.9300 10,635.90 2,226.600 6,523.94 2,226.600 6,523.94 S) (45 MM MAXIMUM) PROGRAM CAS145 PAGE 2 DATE 06/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F6004 TIME 09:08 AM ESTIMATE NO. 04 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 06/20/04 R.E. NAME: TABAR, ISAAC DATE OF THIS ESTIMATE 06/21/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 3,700.00 26 ROADWAY EXCAVATION M3 52.0000 32,240.00 215.000 11,180.00 555.920 28,907.84 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 1.000 1,500.00 1.000 1,500.00 S) 29 IRRIGATION SYSTEM LS 12,000.0000 12,000.00 1.000 12,000.00 S) 30 CLASS 2 AGGREGATE SUBBASE M3 66.0000 20,460.00 60.200 3,973.20 320.970 21,184.02 31 ASPHALT CONCRETE (TYPE A) TONN 52.0000 16,640.00 113.670 5,910.84 357.860 18,608.72 32 ASPHALT CONCRETE BASE (TYPE A) TONN 46.5000 19,065.00 84.990 3,952.04 415.970 19,342.61 33 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 73.5000 38,955.00 230.000 16,905.00 230.000 16,905.00 34 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 20.0000 3,400.00 146.000 2,920.00 146.000 2,920.00 35 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 20.0000 600.00 28.000 560.00 28.000 560.00 36 MINOR CONCRETE (MINOR STRUCTURE) M3 3,700.0000 14,800.00 4.530 16,761.00 37 ROADSIDE SIGN - ONE POST EA 340.0000 340.00 1.000 340.00 1.000 340.00 38 ROADSIDE SIGN (STRAP AND SADDLE EA 130.0000 390.00 1.000 130.00 1.000 130.00 BRACKET METHOD) 39 450 MM REINFORCED CONCRETE PIPE M 460.0000 13,800.00 -1.500 -690.00 30.500 14,030.00 40 600 MM REINFORCED CONCRETE PIPE M 480.0000 1,440.00 1.000 480.00 4.000 1,920.00 41 MINOR CONCRETE (CURB) M 130.0000 3,900.00 26.400 3,432.00 42 MISCELLANEOUS IRON AND STEEL KG 4.0000 2,400.00 444.000 1,776.00 43 DELINEATOR (CLASS 1) EA 42.0000 252.00 6.000 252.00 6.000 252.00 44 THERMOPLASTIC CROSSWALK AND M2 52.5000 525.00 3.550 186.38 3.550 186.38 S) PAVEMENT MARKING 45 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0500 861.00 800.000 840.00 800.000 840.00 S) 46 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.1500 567.00 31.700 99.86 31.700 99.86 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 189.00 249.700 262.19 249.700 262.19 S) (BROKEN 5.18 M - 2.14 M) 49 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1500 302.40 40.000 126.00 40.000 126.00 S) PROGRAM CAS145 PAGE 3 DATE 06/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F6004 TIME 09:08 AM ESTIMATE NO. 04 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 06/20/04 R.E. NAME: TABAR, ISAAC DATE OF THIS ESTIMATE 06/21/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.190 760.00 S) 51 RAMP METERING SYSTEM LS 44,000.0000 44,000.00 0.940 41,360.00 S) PROGRAM CAS145 PAGE 4 DATE 06/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F6004 TIME 09:08 AM ESTIMATE NO. 04 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 06/20/04 R.E. NAME: TABAR, ISAAC DATE OF THIS ESTIMATE 06/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 92,371.65 370,753.05 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 2,585.58 3,435.58 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 94,957.23 374,188.63 52 MOBILIZATION LS 56,000.0000 56,000.00 1.000 56,000.00 ORIGINAL CONTRACT AMOUNT 461,978.00 TOTAL WORK COMPLETED 94,957.23 430,188.63 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -9,802.20 TOTAL 104,957.23 420,386.43 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 79 2 0 7 88% 58% PROGRESS IS SATISFACTORY TABAR, ISAAC RESIDENT ENGINEER PROGRAM CAS145 DATE 06/21/04