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 06/16/26 EST. NO. 002 TIME 01:25 PM R.E. NAME: DUNNE, RYAN 01-0P6404 --------------------------------------------------------------------------- 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 06/16/26 EST. NO. 002 TIME 01:25 PM R.E. NAME: DUNNE, RYAN 01-0P6404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/16/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0P6404 TIME 01:25 PM ESTIMATE NO. 002 BID OPENING 01/27/26 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: DUNNE, RYAN DATE OF THIS ESTIMATE 06/16/26 LOCATION PROGRESS ESTIMATE 01-HUM-101-R131.7/R134.6 ----------------- G R SUNDBERG, INC. HUMBOLDT COUNTY ABOUT 10 MILES SOUTH OF 5211 BOYD ROAD KLAMATH FROM 2.7 MILES NORTH OF BOYES ARCATA CA 95521 CREEK VIADUCT TO 2.7 MILES SOUTH OF NORTH PRAIRIE CREEK PARK UNDERCROSSING FED. AID NO. N O N E COLD PLANE, PLACE RHMA-G, AND DELINEATION. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 TIME-RELATED OVERHEAD (WDAY) WDAY 570.0000 17,100.00 14.730 8,396.10 15.000 8,550 003 CONSTRUCTION AREA SIGNS LS 6,405.0000 6,405.00 0.500 3,202 004 TRAFFIC CONTROL SYSTEM LS 63,406.0000 63,406.00 0.230 14,583.38 0.500 31,703 005 STATIONARY IMPACT ATTENUATOR VEHICLE LS 43,470.0000 43,470.00 0.230 9,998.10 0.500 21,735 (LS) 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4200 38,262.00 92,686.000 38,928 007 PORTABLE RADAR SPEED FEEDBACK SIGN LS 2,730.0000 2,730.00 0.230 627.90 0.500 1,365 SYSTEMS (LS) 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 3,675.0000 3,675.00 0.230 845.25 0.500 1,837 009 JOB SITE MANAGEMENT LS 98,751.0000 98,751.00 0.230 22,712.73 0.500 49,375 010 WATER POLLUTION CONTROL PROGRAM LS 1,680.0000 1,680.00 0.230 386.40 0.500 840 011 TEMPORARY GRAVEL BAG BERM LF 10.6500 15,336.00 0.000 0 012 SHOULDER BACKING TON 124.5000 9,711.00 0.000 0 013 IMPORTED BORROW (CY) CY 82.0000 5,576.00 0.000 0 014 SEGMENT CORRECTION EA 2,993.2000 44,898.00 15.000 44,898 015 HOT MIX ASPHALT (TYPE A) TON 178.0000 96,120.00 0.230 40.94 0.230 40 016 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 197.6800 1,755,398.40 7,246.000 1,432,389.28 7,246.000 1,432,389 017 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.7300 26,818.70 0.000 0 018 TACK COAT TON 1,326.0000 43,758.00 28.920 38,347.92 28.920 38,347 019 REMOVE ASPHALT CONCRETE DIKE LF 2.7700 19,916.30 0.000 0 020 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 11.8000 81,892.00 12,730.000 150,214.00 12,730.000 150,214 021 PAVEMENT MARKER EA 9.2500 17,760.00 0.000 0 (RETROREFLECTIVE-RECESSED) 022 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 14.2500 3,562.50 0.000 0 WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 2 DATE 06/16/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0P6404 TIME 01:25 PM ESTIMATE NO. 002 BID OPENING 01/27/26 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: DUNNE, RYAN DATE OF THIS ESTIMATE 06/16/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 216.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 024 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 13,815.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 025 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9700 88,658.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 026 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 25,830.00 123,836.000 26,005 027 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 6.5000 1,625.00 244.000 1,586 028 12" RUMBLE STRIP (ASPHALT CONCRETE STA 40.0000 23,200.00 0.000 0 PAVEMENT) PROGRAM CAS145 PAGE 3 DATE 06/16/26 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0P6404 TIME 01:25 PM ESTIMATE NO. 002 BID OPENING 01/27/26 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/26 R.E. NAME: DUNNE, RYAN DATE OF THIS ESTIMATE 06/16/26 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 1,678,542.00 1,853,018.32 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 1,678,542.00 1,853,018.32 ORIGINAL CONTRACT AMOUNT 2,551,569.90 TOTAL WORK COMPLETED 1,678,542.00 1,853,018.32 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,678,542.00 1,853,018.32 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 03/13/26 30 05/12/26 05/12/26 07/03/26 15 4 0 0 71% 50% PROGRESS IS SATISFACTORY DUNNE, RYAN RESIDENT ENGINEER