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 08/21/25 EST. NO. 023 TIME 07:56 AM R.E. NAME: SEYOUM, KASSAYE 01-0H8404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 012 0001 3,000.00 E.W. @ L.S.(+) 081925 N 1 3,000.00 TOTAL THIS ESTIMATE 180,150.45 TOTAL PREVIOUS ESTIMATE 183,150.45 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 08/21/25 EST. NO. 023 TIME 07:56 AM R.E. NAME: SEYOUM, KASSAYE 01-0H8404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FHWA 1391 WITHHOLD -10,000.00 011 RTN FHWA 1391 W/HOLD 10,000.00 012 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MSSG FHWA 1391 -10,000.00 023 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER 11/23 LTR DEDUCT -10,000.00 002 PER 1/24 LTR DEDUCT -1,000.00 004 RELEASE 11/23 DEDUCT 10,000.00 004 PER 2/24 LTR DEDUCT -4,000.00 005 PER 3/24 LTR DEDUCT -1,000.00 006 RELEASE 1/24 DEDUCT 1,000.00 006 RELEASE 2/24 DEDUCT 4,000.00 006 RELEASE 3/24 DEDUCT 1,000.00 007 PER 5/24 LTR DEDUCT -3,000.00 008 PER 7/24 LTR DEDUCT -10,000.00 010 RELEASE 5/24 DEDUCT 3,000.00 010 PER 10/24 LTR DEDUCT -10,000.00 013 PER 12/24 LTR DEDUCT -10,000.00 015 RTN PER 7/24 LTR 10,000.00 016 PER 3/25 LTR DEDUCT -4,000.00 018 RELEASE 12/24 DEDUCT 10,000.00 018 DEDUCT LTTR 8/2025 -2,000.00 023 RTN LTTR 10/24 10,000.00 023 8,000.00 -6,000.00 TOTAL DEDUCTIONS -2,000.00 -16,000.00 PROGRAM CAS145 PAGE 1 DATE 08/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8404 TIME 07:56 AM ESTIMATE NO. 023 BID OPENING 05/04/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 08/21/25 LOCATION PROGRESS ESTIMATE 01-LAK-20-2.0/2.8 ----------------- GHILOTTI CONSTRUCTION COMPANY, LAKE COUNTY ABOUT 6 MILES WEST OF UPPER INC. LAKE FROM 0.6 MILE WEST OF IRVINE AVENUE 246 GHILOTTI AVENUE TO 0.1 MILE EAST OF MID LAKE ROAD SANTA ROSA CA 95407 FED. AID NO. HSST-P020(201)E RDWY EXC, PLACE HMA-A & RHMA, CONST SOLDIE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,900.0000 2,900.00 0.050 145.00 0.900 2,610 002 TIME-RELATED OVERHEAD (LS) LS 310,000.0000 310,000.00 0.070 21,700.00 0.860 266,600 003 RENEWABLE DIESEL REPORT EA 728.0000 728.00 1.000 728 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 60,000.00 6.000 36,000 005 HOURLY OFF-SITE HR 200.0000 28,000.00 12.000 2,400 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 14,400.0000 14,400.00 0.050 720.00 1.000 14,400 007 CONSTRUCTION AREA SIGNS LS 10,555.0000 10,555.00 0.750 7,916 008 TRAFFIC CONTROL SYSTEM LS 314,160.0000 314,160.00 0.030 9,424.80 0.900 282,744 009 TYPE III BARRICADE EA 150.0000 750.00 4.000 600 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 15.0000 360.00 24.000 360 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.8000 7,632.00 4,543.000 8,177 012 CHANNELIZER (SURFACE MOUNTED) EA 37.5000 2,887.50 104.000 3,900 013 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 014 TEMPORARY RAILING (TYPE K) LF 35.0000 100,100.00 2,060.000 72,100 015 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 6,000.0000 48,000.00 6.000 36,000 016 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 65.0000 10,400.00 28.000 1,820 017 JOB SITE MANAGEMENT LS 28,820.0000 28,820.00 0.030 864.60 0.900 25,938 018 PREPARE STORM WATER POLLUTION PREVENTION LS 1,500.0000 1,500.00 0.500 750 PLAN 019 RAIN EVENT ACTION PLAN EA 500.0000 27,500.00 28.000 14,000 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 55,000.00 89.000 44,500 021 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 022 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 100.0000 600.00 5.000 500 CONTROL) PROGRAM CAS145 PAGE 2 DATE 08/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8404 TIME 07:56 AM ESTIMATE NO. 023 BID OPENING 05/04/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 08/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 6.0000 5,100.00 7,011.000 42,066 MATRIX) 024 TEMPORARY COVER SQYD 8.0000 6,800.00 1,049.000 8,392 025 TEMPORARY CHECK DAM LF 18.0000 2,700.00 292.000 5,256 026 TEMPORARY DRAINAGE INLET PROTECTION EA 600.0000 6,600.00 6.000 3,600 027 TEMPORARY FIBER ROLL LF 7.0000 14,700.00 1,607.000 11,249 028 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 029 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 18,000.00 2.000 12,000 030 STREET SWEEPING LS 144,000.0000 144,000.00 0.030 4,320.00 0.900 129,600 031 TEMPORARY CONCRETE WASHOUT LS 6,500.0000 6,500.00 0.150 975.00 1.000 6,500 032 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 500.0000 4,500.00 0.000 0 033 WATER QUALITY MONITORING REPORT EA 500.0000 1,000.00 0.000 0 034 WATER QUALITY ANNUAL REPORT EA 500.0000 1,500.00 0.000 0 035 TREATED WOOD WASTE LB 1.0000 240.00 4,020.000 4,020.00 4,020.000 4,020 036 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 22,340.0000 22,340.00 0.900 20,106 037 TEMPORARY HIGH-VISIBILITY FENCE LF 14.0000 2,520.00 133.000 1,862 038 CLEARING AND GRUBBING (LS) LS 40,000.0000 40,000.00 1.000 40,000 039 ROADWAY EXCAVATION CY 70.0000 2,492,000.00 35,285.000 2,469,950 040 ROCK EXCAVATION CY 70.0000 279,300.00 3,982.000 278,740 041 SHOULDER BACKING TON 100.0000 32,000.00 0.000 0 042 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 300.0000 40,800.00 14.000 4,200.00 136.000 40,800 (F) 043 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 115.0000 321,425.00 2,795.000 321,425 (F) 044 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 250.0000 19,000.00 76.000 19,000 (F) 045 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 250.0000 18,000.00 72.000 18,000.00 72.000 18,000 (F) 046 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 405.0000 43,335.00 107.000 43,335 (F) 047 LEAN CONCRETE BACKFILL CY 405.0000 12,555.00 31.000 12,555 (F) 048 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,200.0000 2,400.00 2.000 2,400 049 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.8200 40,754.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 08/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8404 TIME 07:56 AM ESTIMATE NO. 023 BID OPENING 05/04/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 08/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HYDROMULCH (HBGM) SQFT 0.2000 4,780.00 21,300.000 4,260 051 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 052 COMPOST (CY) CY 93.5000 14,960.00 0.000 0 053 INCORPORATE MATERIALS SQFT 0.1300 6,461.00 0.000 0 054 PERMANENT EROSION CONTROL ESTABLISHMENT LS 5,000.0000 5,000.00 0.000 0 WORK 055 CLASS 2 AGGREGATE BASE (CY) CY 150.0000 271,500.00 1,178.000 176,700 056 HOT MIX ASPHALT (TYPE A) TON 210.0000 722,400.00 1,174.290 246,600 057 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 270.0000 348,300.00 0.000 0 058 ASPHALT BINDER (GEOSYNTHETIC PAVEMENT TON 1.0000 1.80 0.000 0 INTERLAYER) 059 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 20.0000 23,000.00 0.000 0 FABRIC) 060 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 51.0000 7,140.00 0.000 0 061 TACK COAT TON 2,785.0000 30,635.00 0.500 1,392 062 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 0.4800 4,550.40 5,222.000 2,506 063 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 78,400.00 2,037.500 16,300 064 SOIL NAIL LF 44.0000 3,815,460.00 89,831.000 3,952,564 065 STEEL SOLDIER PILE (HP 14 X 73) LF 125.0000 105,000.00 840.000 105,000 066 30" DRILLED HOLE LF 440.0000 340,560.00 774.000 340,560 067 STRUCTURAL CONCRETE, RETAINING WALL CY 2,600.0000 33,800.00 13.000 33,800 (F) 068 STRUCTURAL CONCRETE, WALL FACING CY 3,000.0000 258,000.00 86.000 258,000.00 86.000 258,000 (F) 069 STRUCTURAL CONCRETE, BOX CULVERT CY 3,600.0000 64,800.00 18.000 64,800 (F) 070 STRUCTURAL CONCRETE, DRAINAGE INLET CY 6,000.0000 66,000.00 11.000 66,000 (F) 071 MINOR CONCRETE (BACKFILL) CY 500.0000 15,500.00 31.000 15,500 (F) 072 CONCRETE SURFACE TEXTURE (SPLIT SLATE) SQFT 30.0000 69,480.00 2,316.000 69,480.00 2,316.000 69,480 (F) 073 BAR REINFORCING STEEL (SOIL NAIL WALL) LB 4.8600 258,381.90 53,165.000 258,381 (F) 074 BAR REINFORCING STEEL (WALL FACING) LB 0.3000 2,482.20 8,274.000 2,482.20 8,274.000 2,482 (F) 075 BAR REINFORCING STEEL LB 2.2100 4,687.41 2,121.000 4,687 (F) 076 BAR REINFORCING STEEL (BOX CULVERT) LB 7.8000 24,991.20 3,204.000 24,991 (F) PROGRAM CAS145 PAGE 4 DATE 08/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8404 TIME 07:56 AM ESTIMATE NO. 023 BID OPENING 05/04/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 08/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 SCULPTED SHOTCRETE SQFT 8.0000 245,024.00 30,628.000 245,024 078 STRUCTURAL SHOTCRETE CY 625.0000 920,625.00 1,473.000 920,625 (F) 079 TIMBER LAGGING MFBM 6,300.0000 75,600.00 5.000 31,500.00 12.000 75,600 (F) 080 CLEAN AND PAINT STEEL SOLDIER PILING LS 41,200.0000 41,200.00 1.000 41,200.00 1.000 41,200 081 REMOVE RETAINING WALL, WINGWALLS (TYPE EA 9,500.0000 9,500.00 1.000 9,500 A) 082 24" ALTERNATIVE PIPE CULVERT LF 500.0000 160,000.00 42.000 21,000.00 312.100 156,050 083 24" ANCHOR ASSEMBLY EA 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 084 24" ALTERNATIVE PIPE DOWNDRAIN LF 800.0000 2,800.00 3.500 2,800.00 3.500 2,800 085 REMOVE CULVERT (LF) LF 40.0000 1,680.00 42.000 1,680.00 42.000 1,680 086 REMOVE DOWNDRAIN (EA) EA 850.0000 850.00 1.000 850.00 1.000 850 087 REMOVE INLET EA 1,800.0000 1,800.00 1.000 1,800 088 CONCRETE (CONCRETE APRON) CY 3,500.0000 1,750.00 0.440 1,540.00 0.440 1,540 089 ROCK SLOPE PROTECTION (1/2 T, CLASS VII, CY 300.0000 507,000.00 1,685.500 505,650 METHOD A) (CY) 090 ROCK SLOPE PROTECTION (1/4 T, CLASS V, CY 225.0000 8,325.00 33.300 7,492 METHOD B) (CY) 091 ROCK SLOPE PROTECTION (300 LB, CLASS IV, CY 775.0000 1,317.50 0.000 0 METHOD B) (CY) 092 ROCK SLOPE PROTECTION (150 LB, CLASS CY 725.0000 1,957.50 2.660 1,928.50 2.660 1,928 III, METHOD B) (CY) 093 CONCRETED-ROCK SLOPE PROTECTION (1/2 T, CY 325.0000 68,250.00 200.100 65,032 CLASS VII, METHOD A) (CY) 094 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.5000 2,025.00 11.100 27.75 777.500 1,943 095 MINOR CONCRETE (CURB) (CY) CY 4,500.0000 4,500.00 0.830 3,735 096 MINOR CONCRETE (GUTTER) (CY) CY 1,250.0000 160,000.00 124.000 155,000 097 MISCELLANEOUS IRON AND STEEL LB 6.0000 8,604.00 1,434.000 8,604 (F) 098 PREPARE AND STAIN CONCRETE SQFT 7.0000 30,394.00 0.000 0 099 PREPARE AND STAIN SHOTCRETE SQFT 5.0000 153,140.00 30,628.000 153,140 100 CABLE NET DRAPERY SYSTEM SQFT 16.6500 221,445.00 13,282.500 221,153 101 DOUBLE 6.5' PIPE GATE EA 15,000.0000 15,000.00 0.000 0 102 DELINEATOR (CLASS 1) EA 75.0000 1,125.00 0.000 0 103 PAVEMENT MARKER EA 28.0000 5,320.00 0.000 0 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 5 DATE 08/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8404 TIME 07:56 AM ESTIMATE NO. 023 BID OPENING 05/04/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 08/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MARKER (CULVERT) EA 65.0000 260.00 0.000 0 105 OBJECT MARKER (TYPE P) EA 85.0000 170.00 0.000 0 106 REMOVE MARKER EA 25.0000 100.00 0.000 0 107 REMOVE ROADSIDE SIGN EA 150.0000 1,200.00 0.000 0 108 RESET ROADSIDE SIGN EA 475.0000 5,225.00 0.000 0 109 RELOCATE ROADSIDE SIGN EA 475.0000 950.00 0.000 0 110 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 40.0000 5,200.00 0.000 0 111 VEGETATION CONTROL (MINOR CONCRETE) SQYD 125.0000 48,750.00 0.000 0 112 RAIL ELEMENT WALL (LF) LF 125.0000 27,500.00 0.000 0 113 CABLE RAILING LF 70.0000 100,800.00 1,440.000 100,800 (F) 114 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,500.0000 9,000.00 0.000 0 115 CONCRETE BARRIER (TYPE 60MD) LF 115.0000 66,585.00 579.000 66,585 116 RECONSTRUCT GUARDRAIL LF 30.0000 22,200.00 300.000 9,000 117 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 12.5000 1,375.00 0.000 0 WET NIGHT VISIBILITY) 118 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 380.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 119 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.2500 18,765.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 120 8" THERMOPLASTIC TRAFFIC STRIPE LF 10.0000 940.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 121 12" RUMBLE STRIP (ASPHALT CONCRETE STA 275.0000 10,450.00 0.000 0 PAVEMENT) 122 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 123 TEMPORARY EROSION CONTROL BLANKET SQYD 10.0000 5,000.00 116.000 1,160 124 TEMPORARY GRAVEL BAG BERM LF 20.0000 12,000.00 240.000 4,800 125 TEMPORARY REINFORCED SILT FENCE LF 15.0000 15,000.00 824.000 12,360 126 FIBER REINFORCED MATRIX (SQFT) SQFT 0.2700 23,058.00 26,007.000 7,021 127 STRUCTURAL CONCRETE, WINGWALL (TYPE A) CY 3,000.0000 36,000.00 11.100 33,300 128 TEMPORARY SIGNAL SYSTEMS LS 68,000.0000 68,000.00 1.000 68,000 PROGRAM CAS145 PAGE 6 DATE 08/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8404 TIME 07:56 AM ESTIMATE NO. 023 BID OPENING 05/04/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/25 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 08/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 498,857.85 12,846,282.09 ADJUSTMENT OF COMPENSATION 0.00 82,626.80 EXTRA WORK 3,000.00 100,523.65 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 501,857.85 13,029,432.54 129 MOBILIZATION LS 1,310,000.0000 1,310,000.00 1.000 1,310,000 ORIGINAL CONTRACT AMOUNT 15,624,772.41 TOTAL WORK COMPLETED 501,857.85 14,339,432.54 MATERIALS ON HAND ON SITE -13,070.34 0.00 DEDUCTIONS -2,000.00 -16,000.00 TOTAL 486,787.51 14,323,432.54 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 08/23/23 310 10/17/23 10/17/23 11/01/26 269 189 0 0 88% 87% PROGRESS IS SATISFACTORY SEYOUM, KASSAYE RESIDENT ENGINEER