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 10/17/24 EST. NO. 003 TIME 07:34 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 10/17/24 EST. NO. 003 TIME 07:34 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 10/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1K7504 TIME 07:34 AM ESTIMATE NO. 003 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 10/20/24 R.E. NAME: PAULO, HARLEY DATE OF THIS ESTIMATE 10/17/24 LOCATION 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 0.130 394.33 0.470 1,425 002 TIME-RELATED OVERHEAD (WDAY) WDAY 200.0000 35,000.00 22.000 4,400.00 81.000 16,200 003 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 10,000.00 0.000 0 MEETING 004 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 10,560.0000 10,560.00 0.130 1,372.80 0.470 4,963 006 TRAFFIC CONTROL SYSTEM LS 315,434.7700 315,434.77 0.130 41,006.52 0.470 148,254 007 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5,533.3400 38,733.38 4.000 22,133 008 JOB SITE MANAGEMENT LS 265,896.6600 265,896.66 0.130 34,566.57 0.470 124,971 009 PREPARE STORM WATER POLLUTION PREVENTION LS 9,260.0000 9,260.00 0.130 1,203.80 0.470 4,352 PLAN 010 RAIN EVENT ACTION PLAN EA 500.0000 26,500.00 0.000 0 011 STORM WATER SAMPLING AND ANALYSIS DAY EA 210.6700 5,266.75 0.000 0 012 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000.00 1.000 2,000 013 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 750.00 0.000 0 014 TEMPORARY REINFORCED SILT FENCE LF 10.6900 80,602.60 6,383.000 68,234 015 STREET SWEEPING LS 7,603.7500 7,603.75 0.130 988.49 0.470 3,573 016 TEMPORARY CONCRETE WASHOUT LS 9,700.0000 9,700.00 0.130 1,261.00 0.470 4,559 017 TEMPORARY CREEK DIVERSION SYSTEMS LS 57,245.1200 57,245.12 0.130 7,441.87 0.470 26,905 018 TREATED WOOD WASTE LB 4.0000 313.20 0.000 0 019 TEMPORARY HIGH-VISIBILITY FENCE LF 7.0000 8,610.00 1,200.000 8,400 020 CLEARING AND GRUBBING (LS) LS 16,754.3600 16,754.36 0.130 2,178.07 0.470 7,874 021 ROADWAY EXCAVATION CY 84.4900 4,984.91 20.000 1,689.80 60.000 5,069 022 SAND BEDDING CY 51.8200 1,502.78 7.000 362.74 19.000 984 PROGRAM CAS145 PAGE 2 DATE 10/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1K7504 TIME 07:34 AM ESTIMATE NO. 003 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 10/20/24 R.E. NAME: PAULO, HARLEY DATE OF THIS ESTIMATE 10/17/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.000 1,561.10 17.000 5,307 024 IMPORTED BORROW (CY) CY 55.6600 1,781.12 12.000 667.92 32.000 1,781 025 EMBANKMENT CY 119.1300 3,812.16 12.000 1,429.56 32.000 3,812 026 ROADSIDE CLEARING LS 2,824.8500 2,824.85 0.130 367.23 0.470 1,327 027 PLANT ESTABLISHMENT WORK LS 40,614.2200 40,614.22 0.000 0 028 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 454.3200 6,360.48 5.000 2,271.60 5.000 2,271 029 DRY SEED (SQFT) SQFT 181.5800 3,631.60 0.000 0 030 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 1.6400 1,574.40 0.000 0 031 HYDROMULCH SQFT 1.1500 25,990.00 0.000 0 032 FIBER ROLLS LF 10.5400 46,586.80 1,860.000 19,604.40 2,279.000 24,020 033 HYDROSEED SQFT 1.1300 14,916.00 0.000 0 034 COMPOST (CY) CY 331.9700 13,942.74 0.000 0 035 PERMANENT EROSION CONTROL ESTABLISHMENT LS 125,374.4200 125,374.42 0.000 0 WORK 036 CLASS 3 AGGREGATE BASE (CY) CY 74.6500 2,090.20 5.000 373.25 17.300 1,291 037 BASE BOND BREAKER SQYD 16.2900 7,656.30 95.000 1,547.55 308.000 5,017 038 HOT MIX ASPHALT (TYPE A) TON 212.6800 25,521.60 18.000 3,828.24 112.610 23,949 039 TACK COAT TON 19,000.0000 3,800.00 0.010 190.00 0.120 2,280 040 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,455.0600 79,466.38 0.000 0 (F) 041 BAR REINFORCING STEEL LB 4.1800 3,176.80 710.720 2,970 (F) 042 CONCRETE BACKFILL (PIPE TRENCH) (RSC) CY 637.9900 433,833.20 48.000 30,623.52 290.000 185,017 043 24" REINFORCED CONCRETE PIPE LF 567.0500 96,398.50 48.000 27,218 044 18" CORRUGATED STEEL PIPE (.109" THICK) LF 667.8600 64,114.56 0.000 0 045 24" CORRUGATED STEEL PIPE (.109" THICK) LF 606.9900 91,048.50 79.000 47,952.21 120.000 72,838 046 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 62.000 34,940.72 113.000 63,682 048 48" CORRUGATED STEEL PIPE (.109" THICK) LF 566.3000 32,279.10 57.000 32,279.10 57.000 32,279 049 21" X 15" CORRUGATED STEEL PIPE ARCH LF 497.5900 59,710.80 6.000 2,985.54 120.000 59,710 (.109" THICK) PROGRAM CAS145 PAGE 3 DATE 10/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1K7504 TIME 07:34 AM ESTIMATE NO. 003 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 10/20/24 R.E. NAME: PAULO, HARLEY DATE OF THIS ESTIMATE 10/17/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.000 2,419.40 235.000 113,711 (.109" THICK) 051 35" X 24" CORRUGATED STEEL PIPE ARCH LF 446.6400 41,537.52 0.000 0 (.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 0.000 0 055 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 0.000 0 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 2.000 1,957.70 17.000 16,640 059 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 10,401.20 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 15.000 5,498.55 15.000 5,498 METHOD B) (CY) 064 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 562.5400 12,938.42 11.000 6,187.94 23.000 12,938 METHOD B) (CY) 065 MISCELLANEOUS IRON AND STEEL LB 4.6900 8,967.28 0.000 0 (F) 066 PREPARE AND STAIN CONCRETE SQFT 3.7400 1,645.60 0.000 0 067 STAIN GALVANIZED SURFACES (LS) LS 30,559.3800 30,559.38 0.130 3,972.72 0.470 14,362 068 ROCK STAIN SQFT 3.3700 2,797.10 0.000 0 069 RECONSTRUCT WOOD FENCE LF 214.4800 72,923.20 0.000 0 070 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 0.000 0 073 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 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 4 DATE 10/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1K7504 TIME 07:34 AM ESTIMATE NO. 003 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 10/20/24 R.E. NAME: PAULO, HARLEY DATE OF THIS ESTIMATE 10/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 309,925.44 1,214,296.54 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 309,925.44 1,214,296.54 077 MOBILIZATION LS 124,819.9200 124,819.92 0.950 118,578 ORIGINAL CONTRACT AMOUNT 2,762,871.22 TOTAL WORK COMPLETED 309,925.44 1,332,875.46 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 309,925.44 1,332,875.46 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 01/27/26 86 5 0 0 47% 20% PROGRESS IS SATISFACTORY PAULO, HARLEY RESIDENT ENGINEER