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 09/14/23 EST. NO. 003 TIME 02:35 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 09/14/23 EST. NO. 003 TIME 02:35 PM R.E. NAME: DAMON CHERENZIA 09-392004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 003 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 09/14/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-392004 TIME 02:35 PM ESTIMATE NO. 003 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 09/14/23 R.E. NAME: DAMON CHERENZIA DATE OF THIS ESTIMATE 09/14/23 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 15.000 87,000.00 39.000 226,200 003 CONSTRUCTION AREA SIGNS LS 52,004.0000 52,004.00 0.120 6,240.48 0.870 45,243 004 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.320 160,000.00 0.870 435,000 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,100.0000 8,800.00 4.000 4,400.00 8.000 8,800 006 PORTABLE RADAR SPEED FEEDBACK SIGN EA 52.0000 4,680.00 30.000 1,560.00 78.000 4,056 SYSTEM DAY 007 PORTABLE FLASHING BEACONS (EA) EA 425.0000 850.00 0.500 212.50 1.500 637 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 12,000.0000 12,000.00 0.320 3,840.00 0.870 10,440 009 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 7,500.0000 15,000.00 0.650 4,875.00 1.000 7,500 SYSTEM 010 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.320 16,000.00 0.870 43,500 011 PREPARE WATER POLLUTION CONTROL PROGRAM LS 5,200.0000 5,200.00 0.070 364.00 0.870 4,524 012 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 1,000.00 1.500 375.00 4.000 1,000 013 TEMPORARY GRAVEL BAG BERM LF 40.0000 6,000.00 17.000 680.00 130.000 5,200 014 TEMPORARY CONCRETE WASHOUT LS 1,500.0000 1,500.00 1.000 1,500.00 1.000 1,500 015 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3000 18,840.00 5,145.000 1,543.50 67,887.000 20,366 STRIPE (HAZARDOUS WASTE) 016 TREATED WOOD WASTE LB 1.0000 3,780.00 0.000 0 017 ROADWAY EXCAVATION CY 3,000.0000 8,100.00 3.000 9,000.00 3.000 9,000 018 SHOULDER BACKING TON 75.0000 155,250.00 1,360.010 102,000.75 1,621.010 121,575 019 CLASS 3 AGGREGATE BASE (CY) CY 3,000.0000 4,200.00 1.400 4,200.00 1.400 4,200 020 HOT MIX ASPHALT (TYPE A) TON 142.0000 3,479,000.00 3,443.550 488,984.10 20,448.980 2,903,755 021 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 09/14/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-392004 TIME 02:35 PM ESTIMATE NO. 003 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 09/14/23 R.E. NAME: DAMON CHERENZIA DATE OF THIS ESTIMATE 09/14/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 99,900.00 341.460 3,414.60 10,327.460 103,274 024 ADJUST INLET EA 3,000.0000 12,000.00 4.000 12,000.00 4.000 12,000 025 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 60.0000 25,200.00 456.000 27,360.00 456.000 27,360 026 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 3,300.0000 3,300.00 1.000 3,300.00 1.000 3,300 027 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,200.0000 5,200.00 1.000 5,200.00 1.000 5,200 (TL-3) 028 REMOVE GUARDRAIL LF 13.0000 4,290.00 337.500 4,387.50 337.500 4,387 029 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 15.0000 69,450.00 2,503.000 37,545.00 2,503.000 37,545 WET NIGHT VISIBILITY) 030 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 80,550.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 031 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.8000 210,600.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 032 8" THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 8,900.00 0.000 0 (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 73,800.00 984.000 73,800 PAVEMENT) PROGRAM CAS145 PAGE 3 DATE 09/14/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-392004 TIME 02:35 PM ESTIMATE NO. 003 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 09/14/23 R.E. NAME: DAMON CHERENZIA DATE OF THIS ESTIMATE 09/14/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 1,059,782.43 4,209,369.84 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 1,059,782.43 4,209,369.84 ORIGINAL CONTRACT AMOUNT 5,285,000.00 TOTAL WORK COMPLETED 1,059,782.43 4,209,369.84 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 1,049,782.43 4,199,369.84 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 09/25/23 39 4 0 0 80% 87% PROGRESS IS SATISFACTORY DAMON CHERENZIA RESIDENT ENGINEER