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 09/08/25 EST. NO. 002 TIME 09:44 AM R.E. NAME: RYAN DUNNE 01-0M7004 --------------------------------------------------------------------------- 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 09/08/25 EST. NO. 002 TIME 09:44 AM R.E. NAME: RYAN DUNNE 01-0M7004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/08/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0M7004 TIME 09:44 AM ESTIMATE NO. 002 BID OPENING 08/30/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/25 R.E. NAME: RYAN DUNNE DATE OF THIS ESTIMATE 09/08/25 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 01-HUM-101-109.5/125.7 ---------------------------------- VSS INTERNATIONAL, INC. HUMBOLDT COUNTY NEAR ORICK FROM GEORGIA 3785 CHANNEL DRIVE PACIFIC ROAD TO REDWOOD CREEK OVERFLOW AND WEST SACRAMENTO CA 95691 FROM PRAIRIE CREEK BRIDGE TO 0.4 MILE SOUTH OF SOUTH PRAIRIE CREEK UNDERCROSSING FED. AID NO. N O N E MICRO-SURFACING ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN (EA) EA 2,610.9600 2,610.96 1.000 2,610 002 TRAFFIC CONTROL SYSTEM (TWO LANE EA 4,741.2000 71,118.00 31.000 146,977.20 45.000 213,354 CONVENTIONAL HIGHWAY REVERSIBLE CONTROL) 003 TRAFFIC CONTROL SYSTEM (FREEWAYS AND EA 3,142.8000 25,142.40 17.000 53,427.60 17.000 53,427 EXPRESSWAYS 1 LANE CLOSURE) 004 TRAFFIC CONTROL SYSTEM (ENTRANCE OR EXIT EA 3,142.8000 3,142.80 0.000 0 RAMP CLOSURE) 005 TRAFFIC CONTROL SYSTEM (MOVING CLOSURE EA 1,944.0000 7,776.00 4.000 7,776 MULTILANE HIGHWAY)(IMPACT ATTENUATOR SIGN VEHICLE) 006 TRAFFIC CONTROL SYSTEM (MOVING CLOSURE EA 3,142.8000 15,714.00 0.000 0 TWO LANE HIGHWAY) 007 ADDITIONAL OR ADVANCE FLAGGER (DAY) DAY 1,328.4000 74,390.40 16.000 21,254.40 44.000 58,449 008 PORTABLE CHANGEABLE MESSAGE SIGN DAY 283.6400 10,778.32 17.000 4,821.88 31.000 8,792 009 AUTOMATED FLAGGER ASSISTANCE DEVICE EA 395.2800 11,858.40 0.000 0 (DAY) 010 JOB SITE MANAGEMENT (DAY) DAY 800.0000 32,000.00 7.000 5,600.00 22.000 17,600 011 TIME-RELATED OVERHEAD FOR WORK ORDER WDAY 1,800.0000 72,000.00 17.000 30,600.00 32.000 57,600 VALUE FROM $1M TO $5M (<=100 WDAYS) 012 CONSTRUCTION AREA SIGNS (ONE POST) EA 540.0000 8,100.00 15.000 8,100 013 CONSTRUCTION AREA SIGNS (TWO POST) EA 756.0000 3,024.00 4.000 3,024 014 WATER POLLUTION CONTROL PROGRAM (EA) EA 7,668.0000 7,668.00 0.500 3,834.00 1.000 7,668 015 REPLACE ASPHALT CONCRETE SURFACING CY 1,018.3300 203,666.00 192.190 195,712 (1-500 CY) 016 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4300 72,670.00 164,600.000 70,778 (>50,000 LF) 017 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 6.4600 16,666.80 85.000 549.10 2,682.000 17,325 (1,001-5,000 SQFT) 018 12" RUMBLE STRIP (ASPHALT CONCRETE STA 99.5000 71,640.00 635.000 63,182.50 635.000 63,182 PAVEMENT)(>250 STA) 019 HIGH FRICTION SURFACE TREATMENT SQYD 91.8000 161,568.00 196.000 17,992.80 1,922.000 176,439 020 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.9400 15,325.20 3,038.000 18,045 021 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2600 47,060.00 217,894.000 56,652 PROGRAM CAS145 PAGE 2 DATE 09/08/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0M7004 TIME 09:44 AM ESTIMATE NO. 002 BID OPENING 08/30/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/25 R.E. NAME: RYAN DUNNE DATE OF THIS ESTIMATE 09/08/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 175.6400 5,269.20 17.000 2,985.88 31.000 5,444 SYSTEM 023 TEMPORARY DRAINAGE INLET PROTECTION EA 540.0000 5,940.00 11.000 5,940.00 22.000 11,880 024 TEMPORARY FIBER ROLL LF 27.0000 2,457.00 0.000 0 025 MICRO-SURFACING TON 268.0000 919,240.00 2,312.600 619,776.80 3,568.400 956,331 026 REMOVE PAVEMENT MARKER EA 1.6200 10,141.20 6,746.000 10,928.52 6,746.000 10,928 027 PAVEMENT MARKER (RETROREFLECTIVE) EA 9.7200 60,847.20 6,195.000 60,215.40 6,195.000 60,215 028 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 16.2000 41,796.00 2,650.000 42,930.00 2,650.000 42,930 WET NIGHT VISIBILITY) 029 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7600 4,696.80 2,926.000 2,223.76 2,926.000 2,223 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 030 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7600 3,176.80 4,530.000 3,442.80 4,530.000 3,442 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 031 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5700 464,720.00 283,035.000 444,364.95 283,035.000 444,364 (ENHANCED WET NIGHT VISIBILITY) 032 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.7000 8,559.00 1,212.000 3,272.40 1,212.000 3,272 (ENHANCED WET NIGHT VISIBILITY) 033 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 4.8600 81,648.00 14,100.000 68,526.00 14,100.000 68,526 (BROKEN 36-12) PROGRAM CAS145 PAGE 3 DATE 09/08/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0M7004 TIME 09:44 AM ESTIMATE NO. 002 BID OPENING 08/30/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/25 R.E. NAME: RYAN DUNNE DATE OF THIS ESTIMATE 09/08/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 1,612,845.99 2,646,099.69 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 1,612,845.99 2,646,099.69 ORIGINAL CONTRACT AMOUNT 2,542,410.48 TOTAL WORK COMPLETED 1,612,845.99 2,646,099.69 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,612,845.99 2,646,099.69 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 09/16/24 40 09/23/24 09/23/24 06/30/25 38 155 0 0 100% 100% RYAN DUNNE RESIDENT ENGINEER