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 09/17/25 EST. NO. 013 TIME 06:52 AM R.E. NAME: PAULO, HARLEY 04-1K7504 --------------------------------------------------------------------------- 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 09/17/25 EST. NO. 013 TIME 06:52 AM R.E. NAME: PAULO, HARLEY 04-1K7504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1K7504 TIME 06:52 AM ESTIMATE NO. 013 BID OPENING 10/05/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: PAULO, HARLEY DATE OF THIS ESTIMATE 09/17/25 LOCATION RERUN PROGRESS ESTIMATE 04-SON-1-41.2/54.6 ----------------------- WYLATTI RESOURCE MANAGEMENT, I SONOMA COUNTY AT VARIOUS LOCATIONS FROM NC. 0.2 MILE NORTH OF MILLER CREEK TO 0.1 MILE 23601 CEMETERY LANE NORTH OF VANTAGE ROAD COVELO CA 95428 FED. AID NO. N O N E REMOVE CULVERT, RCP, CORRUGATED STEEL PIPE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,033.3200 3,033.32 0.110 333.67 0.690 2,092 002 TIME-RELATED OVERHEAD (WDAY) WDAY 200.0000 35,000.00 19.000 3,800.00 120.000 24,000 003 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 10,000.00 2.000 4,000 MEETING 004 HOURLY OFF-SITE HR 200.0000 2,000.00 4.250 850 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 10,560.0000 10,560.00 0.110 1,161.60 0.690 7,286 006 TRAFFIC CONTROL SYSTEM LS 315,434.7700 315,434.77 0.110 34,697.82 0.690 217,649 007 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5,533.3400 38,733.38 7.000 38,733 008 JOB SITE MANAGEMENT LS 265,896.6600 265,896.66 0.110 29,248.63 0.690 183,468 009 PREPARE STORM WATER POLLUTION PREVENTION LS 9,260.0000 9,260.00 0.110 1,018.60 0.690 6,389 PLAN 010 RAIN EVENT ACTION PLAN EA 500.0000 26,500.00 1.000 500 011 STORM WATER SAMPLING AND ANALYSIS DAY EA 210.6700 5,266.75 6.000 1,264 012 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 013 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 750.00 3.000 750 014 TEMPORARY REINFORCED SILT FENCE LF 10.6900 80,602.60 7,576.000 80,987 015 STREET SWEEPING LS 7,603.7500 7,603.75 0.110 836.41 0.690 5,246 016 TEMPORARY CONCRETE WASHOUT LS 9,700.0000 9,700.00 1.000 9,700 017 TEMPORARY CREEK DIVERSION SYSTEMS LS 57,245.1200 57,245.12 1.000 57,245 018 TREATED WOOD WASTE LB 4.0000 313.20 78.300 313 019 TEMPORARY HIGH-VISIBILITY FENCE LF 7.0000 8,610.00 1,250.000 8,750 020 CLEARING AND GRUBBING (LS) LS 16,754.3600 16,754.36 1.000 16,754 021 ROADWAY EXCAVATION CY 84.4900 4,984.91 60.500 5,111 022 SAND BEDDING CY 51.8200 1,502.78 29.000 1,502 PROGRAM CAS145 PAGE 2 DATE 09/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1K7504 TIME 06:52 AM ESTIMATE NO. 013 BID OPENING 10/05/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: PAULO, HARLEY DATE OF THIS ESTIMATE 09/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 DITCH EXCAVATION CY 312.2200 7,493.28 25.080 7,830 024 IMPORTED BORROW (CY) CY 55.6600 1,781.12 32.000 1,781 025 EMBANKMENT CY 119.1300 3,812.16 32.000 3,812 026 ROADSIDE CLEARING LS 2,824.8500 2,824.85 1.000 2,824 027 PLANT ESTABLISHMENT WORK LS 40,614.2200 40,614.22 0.110 4,467.56 0.860 34,928 028 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 454.3200 6,360.48 15.000 6,814 029 DRY SEED (SQFT) SQFT 181.5800 3,631.60 7.000 1,271 030 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 1.6400 1,574.40 180.000 295 031 HYDROMULCH SQFT 1.1500 25,990.00 15,402.000 17,712 032 FIBER ROLLS LF 10.5400 46,586.80 650.000 6,851.00 2,991.000 31,525 033 HYDROSEED SQFT 1.1300 14,916.00 8,285.000 9,362 034 COMPOST (CY) CY 331.9700 13,942.74 15.000 4,979 035 PERMANENT EROSION CONTROL ESTABLISHMENT LS 125,374.4200 125,374.42 0.110 13,791.19 0.910 114,090 WORK 036 CLASS 3 AGGREGATE BASE (CY) CY 74.6500 2,090.20 25.300 1,888 037 BASE BOND BREAKER SQYD 16.2900 7,656.30 470.000 7,656 038 HOT MIX ASPHALT (TYPE A) TON 212.6800 25,521.60 120.000 25,521 039 TACK COAT TON 19,000.0000 3,800.00 0.200 3,800 040 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,455.0600 79,466.38 24.000 82,921 (F) 041 BAR REINFORCING STEEL LB 4.1800 3,176.80 760.000 3,176 (F) 042 CONCRETE BACKFILL (PIPE TRENCH) (RSC) CY 637.9900 433,833.20 55.000 35,089.45 656.500 418,840 043 24" REINFORCED CONCRETE PIPE LF 567.0500 96,398.50 170.000 96,398 044 18" CORRUGATED STEEL PIPE (.109" THICK) LF 667.8600 64,114.56 112.000 74,800 045 24" CORRUGATED STEEL PIPE (.109" THICK) LF 606.9900 91,048.50 150.000 91,048 046 30" CORRUGATED STEEL PIPE (.109" THICK) LF 543.3200 21,732.80 40.000 21,732 047 36" CORRUGATED STEEL PIPE (.109" THICK) LF 563.5600 84,534.00 150.000 84,534 048 48" CORRUGATED STEEL PIPE (.109" THICK) LF 566.3000 32,279.10 57.000 32,279 049 21" X 15" CORRUGATED STEEL PIPE ARCH LF 497.5900 59,710.80 120.000 59,710 (.109" THICK) PROGRAM CAS145 PAGE 3 DATE 09/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1K7504 TIME 06:52 AM ESTIMATE NO. 013 BID OPENING 10/05/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: PAULO, HARLEY DATE OF THIS ESTIMATE 09/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 28" X 20" CORRUGATED STEEL PIPE ARCH LF 483.8800 125,808.80 260.000 125,808 (.109" THICK) 051 35" X 24" CORRUGATED STEEL PIPE ARCH LF 446.6400 41,537.52 93.000 41,537 (.109" THICK) 052 49" X 33" CORRUGATED STEEL PIPE ARCH LF 814.8200 36,666.90 45.000 36,666 (.109" THICK) 053 36" STEEL FLARED END SECTION EA 1,522.8400 1,522.84 1.000 1,522 054 24" CONCRETE FLARED END SECTION EA 4,797.9600 4,797.96 1.000 4,797 055 28" X 20" STEEL FLARED END PIPE ARCH EA 622.6300 622.63 1.000 622 SECTION 056 35" X 24" STEEL FLARED END PIPE ARCH EA 1,327.4300 1,327.43 1.000 1,327 SECTION 057 ABANDON CULVERT (EA) EA 1,764.5600 3,529.12 3.000 5,293 058 REMOVE CULVERT (EA) EA 978.8500 25,450.10 26.000 25,450 059 REMOVE HEADWALL EA 1,500.0000 1,500.00 1.000 1,500 060 ROCK SLOPE PROTECTION (1/4 T, CLASS V, CY 520.0600 9,881.14 20.000 10,401 METHOD A) (CY) 061 ROCK SLOPE PROTECTION (300 LB, CLASS IV, CY 347.4700 3,822.17 11.000 3,822 METHOD B) (CY) 062 ROCK SLOPE PROTECTION (150 LB, CLASS CY 306.5200 4,904.32 16.000 4,904 III, METHOD B) (CY) 063 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 366.5700 7,697.97 21.000 7,697 METHOD B) (CY) 064 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 562.5400 12,938.42 26.000 14,626 METHOD B) (CY) 065 MISCELLANEOUS IRON AND STEEL LB 4.6900 8,967.28 1,912.000 8,967 (F) 066 PREPARE AND STAIN CONCRETE SQFT 3.7400 1,645.60 440.000 1,645 067 STAIN GALVANIZED SURFACES (LS) LS 30,559.3800 30,559.38 1.000 30,559 068 ROCK STAIN SQFT 3.3700 2,797.10 416.000 1,401 069 RECONSTRUCT WOOD FENCE LF 214.4800 72,923.20 40.000 8,579.20 340.000 72,923 070 PAVEMENT MARKER (RETROREFLECTIVE) EA 166.6700 2,666.72 0.000 0 071 MILEPOST MARKER EA 93.3400 373.36 0.000 0 072 REMOVE ROADSIDE SIGN (WOOD POST) EA 223.0000 223.00 1.000 223 073 RESET MILEPOST MARKER EA 25.0000 1,250.00 0.000 0 074 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 28.2506 211.88 0.000 0 (0.063"-UNFRAMED) 075 ROADSIDE SIGN - ONE POST EA 406.0500 406.05 0.000 0 076 6" THERMOPLASTIC TRAFFIC STRIPE LF 33.3400 20,004.00 416.000 13,869 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 4 DATE 09/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1K7504 TIME 06:52 AM ESTIMATE NO. 013 BID OPENING 10/05/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: PAULO, HARLEY DATE OF THIS ESTIMATE 09/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 139,875.13 2,333,702.31 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 139,875.13 2,333,702.31 077 MOBILIZATION LS 124,819.9200 124,819.92 1.000 124,819 ORIGINAL CONTRACT AMOUNT 2,762,871.22 TOTAL WORK COMPLETED 139,875.13 2,458,522.23 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 139,875.13 2,458,522.23 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 11/09/23 425 06/17/24 01/03/24 10/17/25 132 184 0 0 86% 31% PROGRESS IS SATISFACTORY PAULO, HARLEY RESIDENT ENGINEER