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 08/17/23 EST. NO. 002 TIME 03:19 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 08/17/23 EST. NO. 002 TIME 03:19 PM R.E. NAME: DAMON CHERENZIA 09-392004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/17/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-392004 TIME 03:19 PM ESTIMATE NO. 002 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 08/17/23 R.E. NAME: DAMON CHERENZIA DATE OF THIS ESTIMATE 08/17/23 LOCATION 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 0.250 750.00 1.000 3,000 002 TIME-RELATED OVERHEAD (WDAY) WDAY 5,800.0000 261,000.00 20.000 116,000.00 24.000 139,200 003 CONSTRUCTION AREA SIGNS LS 52,004.0000 52,004.00 0.250 13,001.00 0.750 39,003 004 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.450 225,000.00 0.550 275,000 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,100.0000 8,800.00 4.000 4,400.00 4.000 4,400 006 PORTABLE RADAR SPEED FEEDBACK SIGN EA 52.0000 4,680.00 40.000 2,080.00 48.000 2,496 SYSTEM DAY 007 PORTABLE FLASHING BEACONS (EA) EA 425.0000 850.00 0.800 340.00 1.000 425 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 12,000.0000 12,000.00 0.450 5,400.00 0.550 6,600 009 TEMPORARY RADAR SPEED FEEDBACK SIGN EA 7,500.0000 15,000.00 0.150 1,125.00 0.350 2,625 SYSTEM 010 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.450 22,500.00 0.550 27,500 011 PREPARE WATER POLLUTION CONTROL PROGRAM LS 5,200.0000 5,200.00 0.050 260.00 0.800 4,160 012 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 1,000.00 0.500 125.00 2.500 625 013 TEMPORARY GRAVEL BAG BERM LF 40.0000 6,000.00 38.000 1,520.00 113.000 4,520 014 TEMPORARY CONCRETE WASHOUT LS 1,500.0000 1,500.00 0.000 0 015 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3000 18,840.00 62,742.000 18,822.60 62,742.000 18,822 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 0.000 0 018 SHOULDER BACKING TON 75.0000 155,250.00 261.000 19,575.00 261.000 19,575 019 CLASS 3 AGGREGATE BASE (CY) CY 3,000.0000 4,200.00 0.000 0 020 HOT MIX ASPHALT (TYPE A) TON 142.0000 3,479,000.00 16,625.430 2,360,811.06 17,005.430 2,414,771 021 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 120.0000 4,800.00 40.000 4,800.00 40.000 4,800 AREA) 022 TACK COAT TON 1,200.0000 72,000.00 48.070 57,684.00 48.420 58,104 PROGRAM CAS145 PAGE 2 DATE 08/17/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-392004 TIME 03:19 PM ESTIMATE NO. 002 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 08/17/23 R.E. NAME: DAMON CHERENZIA DATE OF THIS ESTIMATE 08/17/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,148.000 71,480.00 9,986.000 99,860 024 ADJUST INLET EA 3,000.0000 12,000.00 0.000 0 025 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 60.0000 25,200.00 0.000 0 026 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 3,300.0000 3,300.00 0.000 0 027 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,200.0000 5,200.00 0.000 0 (TL-3) 028 REMOVE GUARDRAIL LF 13.0000 4,290.00 0.000 0 029 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 15.0000 69,450.00 0.000 0 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 45,222.000 13,566.60 68,560.000 20,568 034 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 0.6500 3,536.00 4,897.000 3,183.05 5,435.000 3,532 035 12" RUMBLE STRIP (ASPHALT CONCRETE STA 75.0000 74,250.00 0.000 0 PAVEMENT) PROGRAM CAS145 PAGE 3 DATE 08/17/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-392004 TIME 03:19 PM ESTIMATE NO. 002 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 08/17/23 R.E. NAME: DAMON CHERENZIA DATE OF THIS ESTIMATE 08/17/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 2,942,423.31 3,149,587.41 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 2,942,423.31 3,149,587.41 ORIGINAL CONTRACT AMOUNT 5,285,000.00 TOTAL WORK COMPLETED 2,942,423.31 3,149,587.41 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,942,423.31 3,149,587.41 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 09/18/23 24 0 0 0 60% 53% PROGRESS IS SATISFACTORY DAMON CHERENZIA RESIDENT ENGINEER