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 03/21/25 EST. NO. 002 TIME 08:33 AM R.E. NAME: BOB DECKER 06-1F8604 --------------------------------------------------------------------------- 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 03/21/25 EST. NO. 002 TIME 08:33 AM R.E. NAME: BOB DECKER 06-1F8604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE B2GNOW NONCOMPLIANCE -10,000.00 002 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -10,000.00 002 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -20,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-1F8604 TIME 08:33 AM ESTIMATE NO. 002 BID OPENING 05/03/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/10/25 R.E. NAME: BOB DECKER DATE OF THIS ESTIMATE 03/21/25 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 06-KER-99-R43.9/49.3 ---------------------------------------- PAPICH CONSTRUCTION COMPANY, IN KERN COUNTY IN AND NEAR MCFARLAND FROM INC. 0.4 MILE SOUTH OF ROUTE 46/99 SEPARATION 398 SUNRISE TERRACE TO SHERWOOD AVENUE OVERCROSSING ARROYO GRANDE CA 93420 FED. AID NO. N O N E REPLACE PCC PANELS WITH HMA (TYPE A) ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN (EA) EA 3,600.0000 3,600.00 1.000 3,600 002 TIME-RELATED OVERHEAD FOR WORK ORDER WDAY 2,510.0000 50,200.00 2.000 5,020.00 9.000 22,590 VALUE FROM $1M TO $5M (<=100 WDAYS) 003 CONSTRUCTION AREA SIGNS (ONE POST) EA 350.0000 3,150.00 9.000 3,150.00 9.000 3,150 004 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 2,205.0000 88,200.00 1.000 2,205.00 8.000 17,640 005 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 170.0000 6,800.00 2.000 340.00 30.000 5,100 SYSTEM 006 TRAFFIC CONTROL SYSTEM (FREEWAYS AND EA 8,840.0000 176,800.00 2.000 17,680.00 9.000 79,560 EXPRESSWAYS MULTILANE CLOSURE) 007 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 50.0000 2,000.00 2.000 100.00 23.000 1,150 008 JOB SITE MANAGEMENT (DAY) DAY 165.0000 3,300.00 2.000 330.00 9.000 1,485 009 WATER POLLUTION CONTROL PROGRAM (EA) EA 1,600.0000 1,600.00 1.000 1,600 010 STREET SWEEPING (DAY) DAY 200.0000 4,000.00 1.000 200.00 8.000 1,600 011 ASPHALTIC EMULSION (TACK COAT) TON 845.0000 845.00 1.000 845 012 HOT MIX ASPHALT (TYPE A) (501-2,000 TON) TON 459.0000 688,500.00 1,530.220 702,370 013 REMOVE CONCRETE PAVEMENT (CY) CY 421.0000 311,540.00 745.860 314,007 014 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 260.00 13.000 260.00 13.000 260 (0.063"-UNFRAMED) 015 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 1,840.00 92.000 1,840.00 92.000 1,840 (0.080"-UNFRAMED) 016 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 1,640.00 82.000 1,640.00 82.000 1,640 (0.063"-FRAMED) 017 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 200.0000 2,800.00 14.000 2,800.00 14.000 2,800 POST 018 MAINTAINING EXISTING TRAFFIC MANAGEMENT EA 2,400.0000 2,400.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION (EA) 019 MODIFYING TRAFFIC MONITORING STATIONS EA 25,000.0000 25,000.00 0.000 0 (EA) PROGRAM CAS145 PAGE 2 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-1F8604 TIME 08:33 AM ESTIMATE NO. 002 BID OPENING 05/03/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/10/25 R.E. NAME: BOB DECKER DATE OF THIS ESTIMATE 03/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 35,565.00 1,161,238.04 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 35,565.00 1,161,238.04 ORIGINAL CONTRACT AMOUNT 1,374,475.00 TOTAL WORK COMPLETED 35,565.00 1,161,238.04 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -20,000.00 -20,000.00 TOTAL 15,565.00 1,141,238.04 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E 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 06/12/24 20 10/07/24 00/00/00 02/10/25 8 76 0 0 100% 100% BOB DECKER RESIDENT ENGINEER