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 08/24/26 EST. NO. 001 TIME 02:20 PM R.E. NAME: RIDDLE NICHOLAS 02-2K1804 --------------------------------------------------------------------------- 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 08/24/26 EST. NO. 001 TIME 02:20 PM R.E. NAME: RIDDLE NICHOLAS 02-2K1804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2K1804 TIME 02:20 PM ESTIMATE NO. 001 BID OPENING 05/19/26 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/26 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 08/24/26 LOCATION PROGRESS ESTIMATE 02-SIS-96-23.2/28.0 ----------------- 02-SIS-96-38.8/41.1 J.F. SHEA CONSTRUCTION, INC. SISKIYOU COUNTY ABOUT 18 MILES WEST OF 17400 CLEAR CREEK ROAD HAPPY CAMP FROM 0.1 MILE WEST OF SWILLUP REDDING CA 96001 CREEK BRIDGE TO 0.5 MILE WEST OF INDEPENDENCE REST AREA AND NEAR HAPPY CAMP FED. AID NO. N O N E PLACE HOT MIX ASPHALT OVERLAY AND REPLACE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,537.0000 1,537.00 1.000 1,537.00 1.000 1,537 002 TIME-RELATED OVERHEAD (WDAY) WDAY 9,675.0000 241,875.00 19.000 183,825.00 19.000 183,825 003 CONSTRUCTION AREA SIGNS LS 9,225.0000 9,225.00 0.706 6,512.85 0.706 6,512 004 TRAFFIC CONTROL SYSTEM LS 155,025.0000 155,025.00 0.760 117,819.00 0.760 117,819 005 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 14.0000 2,660.00 0.000 0 006 PORTABLE RADAR SPEED FEEDBACK SIGN LS 2,100.0000 2,100.00 0.760 1,596.00 0.760 1,596 SYSTEMS (LS) 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 6,400.0000 6,400.00 0.760 4,864.00 0.760 4,864 008 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 2,500.0000 2,500.00 0.760 1,900.00 0.760 1,900 009 JOB SITE MANAGEMENT LS 11,250.0000 11,250.00 0.760 8,550.00 0.760 8,550 010 WATER POLLUTION CONTROL PROGRAM LS 1,537.0000 1,537.00 1.000 1,537.00 1.000 1,537 011 SHOULDER BACKING TON 65.0000 162,500.00 2,361.000 153,465.00 2,361.000 153,465 012 REPLACE ASPHALT CONCRETE SURFACING CY 595.0000 243,950.00 400.000 238,000.00 400.000 238,000 013 HOT MIX ASPHALT (TYPE A) TON 234.0000 1,677,780.00 7,547.260 1,766,058.84 7,547.260 1,766,058 014 DATA CORE LS 6,050.0000 6,050.00 1.000 6,050.00 1.000 6,050 015 TACK COAT TON 655.0000 20,960.00 22.290 14,599.95 22.290 14,599 016 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 11.0000 41,910.00 3,320.700 36,527.70 3,320.700 36,527 017 REMOVE PAVEMENT MARKER EA 2.0000 5,200.00 2,592.000 5,184.00 2,592.000 5,184 018 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 17.0000 5,440.00 233.000 3,961.00 233.000 3,961 019 6" METHYL METHACRYLATE PAINT TRAFFIC LF 2.4500 267,050.00 0.000 0 STRIPE 020 8" METHYL METHACRYLATE PAINT TRAFFIC LF 3.5000 560.00 0.000 0 STRIPE 021 METHYL METHACRYLATE PAINT TRAFFIC STRIPE SQFT 20.0000 6,400.00 0.000 0 CROSSWALK AND PAVEMENT MARKING PROGRAM CAS145 PAGE 2 DATE 08/24/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2K1804 TIME 02:20 PM ESTIMATE NO. 001 BID OPENING 05/19/26 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/26 R.E. NAME: RIDDLE NICHOLAS DATE OF THIS ESTIMATE 08/24/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 2,551,987.34 2,551,987.34 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 2,551,987.34 2,551,987.34 ORIGINAL CONTRACT AMOUNT 2,871,909.00 TOTAL WORK COMPLETED 2,551,987.34 2,551,987.34 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,551,987.34 2,551,987.34 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 06/23/26 25 07/27/26 07/27/26 08/28/26 19 0 0 0 86% 76% PROGRESS IS SATISFACTORY RIDDLE NICHOLAS RESIDENT ENGINEER