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 10/26/23 EST. NO. 001 TIME 02:47 PM R.E. NAME: RIDDLE NICHOLAS 02-3J8404 --------------------------------------------------------------------------- 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 10/26/23 EST. NO. 001 TIME 02:47 PM R.E. NAME: RIDDLE NICHOLAS 02-3J8404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 10/23 -10,000.00 001 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 10/26/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3J8404 TIME 02:47 PM ESTIMATE NO. 001 BID OPENING 05/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 10/26/23 LOCATION RERUN PROGRESS ESTIMATE 02-SIS-96-28.0/34.5 ----------------------- J.F. SHEA CONSTRUCTION, INC. SISKIYOU COUNTY NEAR HAPPY CAMP FROM 4.6 17400 CLEAR CREEK ROAD MILES WEST OF CLEAR CREEK BRIDGE TO 0.2 REDDING CA 96001 MILE EAST OF OAK FLAT CREEK BRIDGE FED. AID NO. N O N E HMA OVERLAY WITH REPLACE ASPHALT CONCRETE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500.00 1.000 1,500 002 TIME-RELATED OVERHEAD (WDAY) WDAY 10,400.0000 260,000.00 12.000 124,800.00 12.000 124,800 003 CONSTRUCTION AREA SIGNS LS 5,775.0000 5,775.00 0.750 4,331.25 0.750 4,331 004 TRAFFIC CONTROL SYSTEM LS 96,259.0000 96,259.00 0.480 46,204.32 0.480 46,204 005 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 28.0000 2,800.00 0.000 0 006 PORTABLE RADAR SPEED FEEDBACK SIGN LS 2,520.0000 2,520.00 0.480 1,209.60 0.480 1,209 SYSTEMS (LS) 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 7,560.0000 7,560.00 0.480 3,628.80 0.480 3,628 008 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 56.0000 2,800.00 0.000 0 009 JOB SITE MANAGEMENT LS 10,500.0000 10,500.00 0.480 5,040.00 0.480 5,040 010 PREPARE WATER POLLUTION CONTROL PROGRAM LS 940.0000 940.00 1.000 940.00 1.000 940 011 SHOULDER BACKING TON 80.0000 188,000.00 0.000 0 012 REPLACE ASPHALT CONCRETE SURFACING CY 614.0000 208,760.00 337.300 207,102.20 337.300 207,102 013 HOT MIX ASPHALT (TYPE A) TON 201.0000 1,368,810.00 5,624.190 1,130,462.19 5,624.190 1,130,462 014 DATA CORE LS 5,250.0000 5,250.00 0.000 0 015 TACK COAT TON 686.0000 21,266.00 0.000 0 016 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 63,500.00 12,664.000 63,320.00 12,664.000 63,320 017 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.0000 350.00 0.000 0 (0.063"-UNFRAMED) 018 ROADSIDE SIGN - ONE POST EA 650.0000 650.00 0.000 0 019 THERMOPLASTIC PAVEMENT MARKING SQFT 12.0000 2,040.00 0.000 0 020 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.9500 97,850.00 0.000 0 021 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.5000 210.00 0.000 0 022 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 28.0000 4,760.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 10/26/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3J8404 TIME 02:47 PM ESTIMATE NO. 001 BID OPENING 05/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 10/26/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 1,588,538.36 1,588,538.36 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 1,588,538.36 1,588,538.36 ORIGINAL CONTRACT AMOUNT 2,352,100.00 TOTAL WORK COMPLETED 1,588,538.36 1,588,538.36 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 1,578,538.36 1,578,538.36 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 06/19/23 25 10/02/23 10/02/23 11/08/23 12 2 0 0 68% 48% PROGRESS IS SATISFACTORY PER RE REQUEST RIDDLE NICHOLAS RESIDENT ENGINEER