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 10/23/23 EST. NO. 004 TIME 04:09 PM R.E. NAME: DAMON CHERENZIA 09-392004 --------------------------------------------------------------------------- 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 10/23/23 EST. NO. 004 TIME 04:09 PM R.E. NAME: DAMON CHERENZIA 09-392004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CLOSEOUT DOCUMENTS -30,000.00 004 -30,000.00 -30,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 003 MISSING PAYROLLS -10,000.00 004 -10,000.00 -20,000.00 TOTAL DEDUCTIONS -40,000.00 -50,000.00 PROGRAM CAS145 PAGE 1 DATE 10/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-392004 TIME 04:09 PM ESTIMATE NO. 004 BID OPENING 04/12/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/23 R.E. NAME: DAMON CHERENZIA DATE OF THIS ESTIMATE 10/23/23 LOCATION RERUN PROGRESS ESTIMATE 09-INY-395-44.9/50.9 ----------------------- 09-INY-395-52.9/54.5 SULLY-MILLER CONTRACTING INYO COUNTY NEAR LONE PINE FROM 1.3 MILES COMPANY SOUTH OF COTTONWOOD ROAD TO 2 MILES NORTH 135 S. STATE COLLEGE BLVD #40 OF BARTLETT ROAD AND FROM 0.3 MILE SOUTH BREA CA 92821 OF LUBKEN CANYON ROAD TO 1.1 MILES SOUTH FED. AID NO. N O N E HOT MIX ASPHALT (TYPE-A), SHOULDER BACKING ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 TIME-RELATED OVERHEAD (WDAY) WDAY 5,800.0000 261,000.00 6.000 34,800.00 45.000 261,000 003 CONSTRUCTION AREA SIGNS LS 52,004.0000 52,004.00 0.130 6,760.52 1.000 52,004 004 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.130 65,000.00 1.000 500,000 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,100.0000 8,800.00 8.000 8,800 006 PORTABLE RADAR SPEED FEEDBACK SIGN EA 52.0000 4,680.00 12.000 624.00 90.000 4,680 SYSTEM DAY 007 PORTABLE FLASHING BEACONS (EA) EA 425.0000 850.00 0.500 212.50 2.000 850 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 12,000.0000 12,000.00 0.130 1,560.00 1.000 12,000 009 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 7,500.0000 15,000.00 1.000 7,500.00 2.000 15,000 SYSTEM 010 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.130 6,500.00 1.000 50,000 011 PREPARE WATER POLLUTION CONTROL PROGRAM LS 5,200.0000 5,200.00 0.130 676.00 1.000 5,200 012 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 1,000.00 4.000 1,000 013 TEMPORARY GRAVEL BAG BERM LF 40.0000 6,000.00 20.000 800.00 150.000 6,000 014 TEMPORARY CONCRETE WASHOUT LS 1,500.0000 1,500.00 1.000 1,500 015 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3000 18,840.00 67,887.000 20,366 STRIPE (HAZARDOUS WASTE) 016 TREATED WOOD WASTE LB 1.0000 3,780.00 3,780.000 3,780.00 3,780.000 3,780 017 ROADWAY EXCAVATION CY 3,000.0000 8,100.00 3.000 9,000 018 SHOULDER BACKING TON 75.0000 155,250.00 463.210 34,740.75 2,084.220 156,316 019 CLASS 3 AGGREGATE BASE (CY) CY 3,000.0000 4,200.00 1.400 4,200 020 HOT MIX ASPHALT (TYPE A) TON 142.0000 3,479,000.00 3,000.000 426,000.00 23,448.980 3,329,755 021 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 120.0000 4,800.00 40.000 4,800 AREA) 022 TACK COAT TON 1,200.0000 72,000.00 48.420 58,104 PROGRAM CAS145 PAGE 2 DATE 10/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-392004 TIME 04:09 PM ESTIMATE NO. 004 BID OPENING 04/12/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/23 R.E. NAME: DAMON CHERENZIA DATE OF THIS ESTIMATE 10/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 99,900.00 10,327.460 103,274 024 ADJUST INLET EA 3,000.0000 12,000.00 4.000 12,000 025 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 60.0000 25,200.00 456.000 27,360 026 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 3,300.0000 3,300.00 1.000 3,300 027 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,200.0000 5,200.00 1.000 5,200 (TL-3) 028 REMOVE GUARDRAIL LF 13.0000 4,290.00 337.500 4,387 029 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 15.0000 69,450.00 207.000 3,105.00 2,710.000 40,650 WET NIGHT VISIBILITY) 030 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 80,550.00 54,052.000 81,078.00 54,052.000 81,078 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 031 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.8000 210,600.00 116,151.000 209,071.80 116,151.000 209,071 (ENHANCED WET NIGHT VISIBILITY) 032 8" THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 8,900.00 1,763.000 8,815.00 1,763.000 8,815 (ENHANCED WET NIGHT VISIBILITY) 033 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 20,820.00 68,560.000 20,568 034 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 0.6500 3,536.00 5,435.000 3,532 035 12" RUMBLE STRIP (ASPHALT CONCRETE STA 75.0000 74,250.00 984.000 73,800 PAVEMENT) PROGRAM CAS145 PAGE 3 DATE 10/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-392004 TIME 04:09 PM ESTIMATE NO. 004 BID OPENING 04/12/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/23 R.E. NAME: DAMON CHERENZIA DATE OF THIS ESTIMATE 10/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 891,023.57 5,100,393.41 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 891,023.57 5,100,393.41 ORIGINAL CONTRACT AMOUNT 5,285,000.00 TOTAL WORK COMPLETED 891,023.57 5,100,393.41 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -40,000.00 -50,000.00 TOTAL 851,023.57 5,050,393.41 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 06/05/23 45 07/17/23 07/17/23 09/19/23 42 25 0 0 96% 93% PROGRESS IS SATISFACTORY DAMON CHERENZIA RESIDENT ENGINEER