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 10/18/24 EST. NO. 013 TIME 01:20 PM 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 --------------------------------------------------------------------------- *** 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 10/18/24 EST. NO. 013 TIME 01:20 PM 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 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 -10,000.00 -20,000.00 TOTAL DEDUCTIONS -10,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 10/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8404 TIME 01:20 PM ESTIMATE NO. 013 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 10/20/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 10/18/24 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 0.750 2,175 002 TIME-RELATED OVERHEAD (LS) LS 310,000.0000 310,000.00 0.060 18,600.00 0.420 130,200 003 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 3.000 18,000 005 HOURLY OFF-SITE HR 200.0000 28,000.00 6.000 1,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 14,400.0000 14,400.00 0.050 720.00 0.850 12,240 007 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 0.080 25,132.80 0.470 147,655 009 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 7,632.00 571.000 1,027 012 CHANNELIZER (SURFACE MOUNTED) EA 37.5000 2,887.50 92.000 3,450 013 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 014 TEMPORARY RAILING (TYPE K) LF 35.0000 100,100.00 480.000 16,800 015 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 6,000.0000 48,000.00 2.000 12,000 016 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 65.0000 10,400.00 22.000 1,430 017 JOB SITE MANAGEMENT LS 28,820.0000 28,820.00 0.040 1,152.80 0.520 14,986 018 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 2.000 1,000.00 18.000 9,000 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 55,000.00 46.000 23,000 021 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 022 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 100.0000 600.00 1.000 100 CONTROL) PROGRAM CAS145 PAGE 2 DATE 10/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8404 TIME 01:20 PM ESTIMATE NO. 013 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 10/20/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 10/18/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,222.000 13,332 MATRIX) 024 TEMPORARY COVER SQYD 8.0000 6,800.00 0.000 0 025 TEMPORARY CHECK DAM LF 18.0000 2,700.00 12.000 216 026 TEMPORARY DRAINAGE INLET PROTECTION EA 600.0000 6,600.00 0.000 0 027 TEMPORARY FIBER ROLL LF 7.0000 14,700.00 617.000 4,319 028 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 029 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 18,000.00 0.000 0 030 STREET SWEEPING LS 144,000.0000 144,000.00 0.110 15,840.00 0.530 76,320 031 TEMPORARY CONCRETE WASHOUT LS 6,500.0000 6,500.00 0.050 325.00 0.250 1,625 032 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 0.000 0 036 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 22,340.0000 22,340.00 0.050 1,117.00 0.750 16,755 037 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 4,000.000 280,000.00 29,685.000 2,077,950 040 ROCK EXCAVATION CY 70.0000 279,300.00 500.000 35,000.00 1,500.000 105,000 041 SHOULDER BACKING TON 100.0000 32,000.00 0.000 0 042 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 300.0000 40,800.00 0.000 0 (F) 043 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 115.0000 321,425.00 280.000 32,200.00 1,680.000 193,200 (F) 044 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 250.0000 19,000.00 0.000 0 (F) 045 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 250.0000 18,000.00 0.000 0 (F) 046 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 405.0000 43,335.00 0.000 0 (F) 047 LEAN CONCRETE BACKFILL CY 405.0000 12,555.00 0.000 0 (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 10/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8404 TIME 01:20 PM ESTIMATE NO. 013 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 10/20/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 10/18/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 056 HOT MIX ASPHALT (TYPE A) TON 210.0000 722,400.00 0.000 0 057 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 0.000 0 062 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 0.4800 4,550.40 0.000 0 063 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 78,400.00 0.000 0 064 SOIL NAIL LF 44.0000 3,815,460.00 11,682.000 514,008.00 47,906.000 2,107,864 065 STEEL SOLDIER PILE (HP 14 X 73) LF 125.0000 105,000.00 0.000 0 066 30" DRILLED HOLE LF 440.0000 340,560.00 0.000 0 067 STRUCTURAL CONCRETE, RETAINING WALL CY 2,600.0000 33,800.00 13.000 33,800.00 13.000 33,800 (F) 068 STRUCTURAL CONCRETE, WALL FACING CY 3,000.0000 258,000.00 0.000 0 (F) 069 STRUCTURAL CONCRETE, BOX CULVERT CY 3,600.0000 64,800.00 9.000 32,400.00 18.000 64,800 (F) 070 STRUCTURAL CONCRETE, DRAINAGE INLET CY 6,000.0000 66,000.00 0.000 0 (F) 071 MINOR CONCRETE (BACKFILL) CY 500.0000 15,500.00 0.000 0 (F) 072 CONCRETE SURFACE TEXTURE (SPLIT SLATE) SQFT 30.0000 69,480.00 0.000 0 (F) 073 BAR REINFORCING STEEL (SOIL NAIL WALL) LB 4.8600 258,381.90 12,847.000 62,436.42 23,670.000 115,036 (F) 074 BAR REINFORCING STEEL (WALL FACING) LB 0.3000 2,482.20 0.000 0 (F) 075 BAR REINFORCING STEEL LB 2.2100 4,687.41 2,121.000 4,687.41 2,121.000 4,687 (F) 076 BAR REINFORCING STEEL (BOX CULVERT) LB 7.8000 24,991.20 1,704.000 13,291.20 3,204.000 24,991 (F) PROGRAM CAS145 PAGE 4 DATE 10/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8404 TIME 01:20 PM ESTIMATE NO. 013 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 10/20/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 10/18/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 078 STRUCTURAL SHOTCRETE CY 625.0000 920,625.00 31.000 19,375.00 396.000 247,500 (F) 079 TIMBER LAGGING MFBM 6,300.0000 75,600.00 0.000 0 (F) 080 CLEAN AND PAINT STEEL SOLDIER PILING LS 41,200.0000 41,200.00 0.000 0 081 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 0.000 0 083 24" ANCHOR ASSEMBLY EA 2,000.0000 2,000.00 0.000 0 084 24" ALTERNATIVE PIPE DOWNDRAIN LF 800.0000 2,800.00 0.000 0 085 REMOVE CULVERT (LF) LF 40.0000 1,680.00 0.000 0 086 REMOVE DOWNDRAIN (EA) EA 850.0000 850.00 0.000 0 087 REMOVE INLET EA 1,800.0000 1,800.00 0.000 0 088 CONCRETE (CONCRETE APRON) CY 3,500.0000 1,750.00 0.000 0 089 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 7,492.50 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 0.000 0 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 65.100 162.75 766.400 1,916 095 MINOR CONCRETE (CURB) (CY) CY 4,500.0000 4,500.00 0.000 0 096 MINOR CONCRETE (GUTTER) (CY) CY 1,250.0000 160,000.00 0.000 0 097 MISCELLANEOUS IRON AND STEEL LB 6.0000 8,604.00 0.000 0 (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 0.000 0 100 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 10/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8404 TIME 01:20 PM ESTIMATE NO. 013 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 10/20/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 10/18/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (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 0.000 0 116 RECONSTRUCT GUARDRAIL LF 30.0000 22,200.00 0.000 0 117 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 0.000 0 124 TEMPORARY GRAVEL BAG BERM LF 20.0000 12,000.00 0.000 0 125 TEMPORARY REINFORCED SILT FENCE LF 15.0000 15,000.00 97.000 1,455 126 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 5.100 15,300.00 11.100 33,300 128 TEMPORARY SIGNAL SYSTEMS LS 68,000.0000 68,000.00 0.050 3,400.00 0.800 54,400 PROGRAM CAS145 PAGE 6 DATE 10/18/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0H8404 TIME 01:20 PM ESTIMATE NO. 013 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 10/20/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 10/18/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,117,585.88 6,448,457.98 ADJUSTMENT OF COMPENSATION 0.00 37,233.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,117,585.88 6,485,690.98 129 MOBILIZATION LS 1,310,000.0000 1,310,000.00 0.950 1,244,500 ORIGINAL CONTRACT AMOUNT 15,624,772.41 TOTAL WORK COMPLETED 1,117,585.88 7,730,190.98 MATERIALS ON HAND ON SITE -53,472.88 382,790.36 DEDUCTIONS -10,000.00 -20,000.00 TOTAL 1,054,113.00 8,092,981.34 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 12/31/26 132 119 0 0 49% 43% PROGRESS IS SATISFACTORY SEYOUM, KASSAYE RESIDENT ENGINEER