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 07/17/24 EST. NO. 022 TIME 02:24 PM R.E. NAME: LA SERNA, FABIO 04-0J3004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 009 0020 2,155.75 E.W. @ F.A.(+) 030824 N 0178.1 012 0017 7,242.67 E.W. @ F.A.(+) 041624 N 0180.0 014 0003 22,440.00 E.W. @ L.S.(+) 071724 N 3 0 017 0001 18,381.77 E.W. @ F.A.(+) 043024 N 0181.0 0002 8,897.80 050124 N 0182.0 0003 4,855.10 050224 N 0183.0 0004 5,862.81 042924 N 0186.1 0005 3,296.64 061424 N 0189.0 73,132.54 TOTAL THIS ESTIMATE 885,269.11 TOTAL PREVIOUS ESTIMATE 958,401.65 TOTAL TO DATE 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 07/17/24 EST. NO. 022 TIME 02:24 PM R.E. NAME: LA SERNA, FABIO 04-0J3004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PERFORMANCE FAILURE -10,000.00 005 DEDUCTION RETURN 10,000.00 006 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 07/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J3004 TIME 02:24 PM ESTIMATE NO. 022 BID OPENING 06/14/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 07/17/24 LOCATION RERUN PROGRESS ESTIMATE 04-SON-1-26.7/27.1 ----------------------- ARGONAUT CONSTRUCTORS IN SONOMA COUNTY NEAR JENNER, FROM 360 SUTTON PLACE 0.3 TO 0.7 MILES NORTH OF MYERS SANTA ROSA CA 95407 GRADE ROAD FED. AID NO. ACST-P001(679)E PERMANENT RESTORATION OF ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 002 TIME-RELATED OVERHEAD (LS) LS 150,000.0000 150,000.00 0.010 1,500.00 0.980 147,000 003 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 48,000.00 5.000 30,000 MEETING 004 HOURLY OFF-SITE HR 200.0000 4,000.00 16.000 3,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.750 18,750 006 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.010 4,000.00 0.980 392,000 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.4500 4,176.00 5,465.000 7,924 008 CHANNELIZER (SURFACE MOUNTED) EA 42.0000 1,680.00 25.000 1,050 009 TEMPORARY BARRIER SYSTEM LF 35.0000 165,200.00 2,160.000 75,600 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 50,000.0000 50,000.00 0.050 2,500.00 0.950 47,500 011 ALTERNATIVE TEMPORARY CRASH CUSHION EA 10,000.0000 40,000.00 16.000 160,000 012 JOB SITE MANAGEMENT LS 5,500.0000 5,500.00 0.020 110.00 0.970 5,335 013 PREPARE STORM WATER POLLUTION PREVENTION LS 2,250.0000 2,250.00 0.750 1,687 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 30,000.00 47.000 23,500 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 375.0000 11,250.00 78.000 29,250 016 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000.00 2.000 4,000 017 MOVE-IN/MOVE-OUT EA 750.0000 7,500.00 25.000 18,750 (TEMPORARY EROSION CONTROL) 018 TEMPORARY HYDRAULIC MULCH SQYD 1.5000 5,535.00 13,689.000 20,533 (BONDED FIBER MATRIX) 019 TEMPORARY CHECK DAM LF 12.0000 720.00 20.000 240 020 TEMPORARY DRAINAGE INLET PROTECTION EA 235.0000 7,050.00 30.000 7,050 021 TEMPORARY FIBER ROLL LF 4.0000 15,480.00 4,150.000 16,600 022 TEMPORARY GRAVEL BAG BERM LF 50.0000 5,000.00 131.000 6,550 PROGRAM CAS145 PAGE 2 DATE 07/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J3004 TIME 02:24 PM ESTIMATE NO. 022 BID OPENING 06/14/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 07/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY REINFORCED SILT FENCE LF 16.2500 33,962.50 3,785.000 61,506 024 TEMPORARY CONSTRUCTION ENTRANCE EA 6,800.0000 13,600.00 6.000 40,800 025 STREET SWEEPING LS 16,200.0000 16,200.00 0.010 162.00 0.980 15,876 026 TEMPORARY CONCRETE WASHOUT LS 1,000.0000 1,000.00 0.010 10.00 1.000 1,000 027 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 507.0000 30,420.00 70.000 35,490 028 WATER QUALITY MONITORING REPORT EA 2,500.0000 5,000.00 4.000 10,000 029 WATER QUALITY ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 030 TEMPORARY CREEK DIVERSION SYSTEMS LS 55,000.0000 55,000.00 1.000 55,000 031 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.0000 5,480.00 5,500.000 11,000 STRIPE (HAZARDOUS WASTE) 032 TREATED WOOD WASTE LB 0.4500 5,265.00 14,680.000 6,606 033 INVASIVE SPECIES CONTROL LS 28,700.0000 28,700.00 0.020 574.00 0.990 28,413 034 GABION BASKETS REMOVAL (PORTION) CY 300.0000 21,000.00 70.000 21,000 035 TEMPORARY HIGH-VISIBILITY FENCE LF 10.0000 45,000.00 5,420.000 54,200 036 CLEARING AND GRUBBING (LS) LS 20,000.0000 20,000.00 1.000 20,000 037 ROADWAY EXCAVATION CY 65.0000 88,400.00 1,360.000 88,400 038 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 80.0000 110,400.00 1,380.000 110,400 (F) 039 STRUCTURE BACKFILL (SLURRY CEMENT) CY 250.0000 750.00 3.000 750 (F) 040 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 180.0000 66,240.00 368.000 66,240 (F) 041 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 500.0000 483,500.00 967.000 483,500 (F) 042 LEAN CONCRETE BACKFILL CY 400.0000 117,600.00 294.000 117,600 (F) 043 DITCH EXCAVATION CY 710.0000 852.00 1.200 852 044 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 1.3000 3,471.00 2,666.700 3,466 CLASS B1 045 HIGH-DENSITY POLYURETHANE INJECTION TON 11,892.0000 297,300.00 25.250 300,273 046 ROADSIDE CLEARING LS 20,000.0000 20,000.00 1.000 20,000 047 PLANT ESTABLISHMENT WORK LS 66,000.0000 66,000.00 0.000 0 048 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 1,500.00 0.000 0 049 IMPORTED TOPSOIL (CY) CY 80.0000 142,400.00 445.000 35,600.00 1,780.000 142,400 PROGRAM CAS145 PAGE 3 DATE 07/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J3004 TIME 02:24 PM ESTIMATE NO. 022 BID OPENING 06/14/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 07/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DRY SEED (SQFT) SQFT 2.5600 1,100.80 107.000 273.92 430.000 1,100 051 HYDROMULCH SQFT 0.0900 4,032.00 0.000 0 052 FIBER ROLLS LF 4.0000 8,720.00 0.000 0 053 HYDROSEED SQFT 0.0700 3,108.00 0.000 0 054 COMPOST (CY) CY 73.0000 47,450.00 0.000 0 055 INCORPORATE MATERIALS SQFT 0.0900 2,817.00 7,825.000 704.25 31,300.000 2,817 056 CLASS 2 AGGREGATE SUBBASE CY 110.0000 37,400.00 120.000 13,200 057 FULL WIDTH SEGMENT CORRECTION EA 9,434.0000 113,208.00 0.000 0 058 HOT MIX ASPHALT (TYPE A) TON 180.0000 324,000.00 2,139.670 385,140 059 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 240.0000 242,400.00 0.000 0 060 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 3.4200 25,718.40 0.000 0 (PAVING MAT) 061 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 13.6000 2,992.00 0.000 0 062 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.1000 8,748.00 0.000 0 063 TACK COAT TON 911.0000 5,466.00 0.700 637 064 REMOVE ASPHALT CONCRETE DIKE LF 7.0000 1,540.00 0.000 0 065 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 37,600.00 0.000 0 066 GROUND ANCHOR (SUBHORIZONTAL) EA 7,600.0000 2,006,400.00 264.000 2,006,400 067 STEEL SOLDIER PILE (HP 14 X 117) LF 135.0000 645,030.00 4,778.000 645,030 068 STEEL SOLDIER PILE (HP 16 X 141) LF 155.0000 531,030.00 3,426.000 531,030 069 30" DRILLED HOLE LF 260.0000 1,903,200.00 7,320.000 1,903,200 070 STRUCTURAL CONCRETE, WALER CY 2,050.0000 676,500.00 330.000 676,500 (F) 071 STRUCTURAL CONCRETE, HEADWALL CY 4,000.0000 44,000.00 11.000 44,000 (F) 072 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,300.0000 193,200.00 84.000 193,200 (F) 073 BAR REINFORCING STEEL (RETAINING WALL) LB 5.1000 11,082.30 543.000 2,769.30 2,173.000 11,082 (F) 074 BAR REINFORCING STEEL (EPOXY COATED LB 5.1500 618,885.80 120,172.000 618,885 (F) PREFABRICATED, WALER) 075 TIMBER LAGGING MFBM 5,750.0000 632,500.00 110.000 632,500 (F) 076 CLEAN AND PAINT STEEL SOLDIER PILING LS 327,530.0000 327,530.00 1.000 327,530 PROGRAM CAS145 PAGE 4 DATE 07/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J3004 TIME 02:24 PM ESTIMATE NO. 022 BID OPENING 06/14/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 07/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CONCRETE BACKFILL (PIPE TRENCH) CY 275.0000 28,600.00 104.000 28,600 (F) 078 18" REINFORCED CONCRETE PIPE LF 260.0000 52,000.00 194.000 50,440 079 24" REINFORCED CONCRETE PIPE LF 310.0000 93,000.00 298.000 92,380 080 18" CORRUGATED STEEL PIPE (.079" THICK) LF 100.0000 10,000.00 100.000 10,000 081 24" CORRUGATED STEEL PIPE (.079" THICK) LF 200.0000 18,000.00 85.000 17,000 082 36" CORRUGATED STEEL PIPE (.079" THICK) LF 530.0000 26,500.00 41.000 21,730 083 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 225.0000 67,500.00 300.000 67,500 (F) 084 ANCHOR ASSEMBLY EA 5,000.0000 20,000.00 4.000 20,000 085 24" WELDED STEEL PIPE (.250" THICK) LF 500.0000 55,000.00 104.000 52,000 086 REMOVE CULVERT (EA) EA 2,400.0000 28,800.00 12.000 28,800 087 EMBANKMENT CONFINEMENT SYSTEM CY 115.0000 290,950.00 627.000 72,105.00 2,530.000 290,950 088 ROCK SLOPE PROTECTION CY 350.0000 4,550.00 12.400 4,340 (150 LB, CLASS III, METHOD B) (CY) 089 ROCK SLOPE PROTECTION CY 325.0000 14,625.00 48.600 15,795 (60 LB, CLASS II, METHOD B) (CY) 090 MISCELLANEOUS IRON AND STEEL LB 3.0000 13,500.00 4,500.000 13,500 (F) 091 TEMPORARY FENCE (TYPE CL-6) LF 4.0000 212.00 73.000 292 092 4' CHAIN LINK GATE (TYPE CL-6) EA 10,000.0000 10,000.00 1.000 10,000 093 REMOVE GATE EA 3,000.0000 3,000.00 0.000 0 094 REMOVE PAVEMENT MARKER EA 2.0000 480.00 240.000 480 095 GUARD RAILING DELINEATOR EA 14.7500 1,224.25 83.000 1,224.25 83.000 1,224 096 PAVEMENT MARKER EA 15.0000 3,600.00 0.000 0 (RETROREFLECTIVE-RECESSED) 097 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 300.00 2.000 300 098 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 34.0000 70,380.00 2,070.000 70,380.00 2,070.000 70,380 099 REMOVE GUARDRAIL LF 4.5000 4,050.00 912.500 4,106 100 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 11,522.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 101 REMOVE PAINTED TRAFFIC STRIPE LF 2.0000 380.00 0.000 0 102 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 2,480.00 1,325.000 2,650 103 TEMPORARY SIGNAL SYSTEMS LS 476,000.0000 476,000.00 0.050 23,800.00 0.950 452,200 PROGRAM CAS145 PAGE 5 DATE 07/17/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J3004 TIME 02:24 PM ESTIMATE NO. 022 BID OPENING 06/14/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: LA SERNA, FABIO DATE OF THIS ESTIMATE 07/17/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 217,712.72 11,962,714.91 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 73,132.54 958,401.65 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 290,845.26 12,921,116.56 104 MOBILIZATION LS 534,895.0000 534,895.00 1.000 534,895 ORIGINAL CONTRACT AMOUNT 12,965,088.05 TOTAL WORK COMPLETED 290,845.26 13,456,011.56 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 290,845.26 13,456,011.56 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 08/05/22 550 09/28/22 09/28/22 08/01/25 298 150 4 0 93% 54% PROGRESS IS SATISFACTORY LA SERNA, FABIO RESIDENT ENGINEER