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 01/25/24 EST. NO. 001 TIME 12:34 PM R.E. NAME: SEYOUM, KASSAYE 01-0J6314 --------------------------------------------------------------------------- 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 01/25/24 EST. NO. 001 TIME 12:34 PM R.E. NAME: SEYOUM, KASSAYE 01-0J6314 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 01/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J6314 TIME 12:34 PM ESTIMATE NO. 001 BID OPENING 08/10/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 01/25/24 LOCATION PROGRESS ESTIMATE 01-MEN-253-1.6/2.2 ----------------- GRANITE CONSTRUCTION COMPANY MENDOCINO COUNTY NEAR BOONVILLE FROM 0.1 1324 S. STATE STREET MILE WEST OF SINGLEY CATTLEPASS TO 1.3 UKIAH CA 95482 MILES WEST OF SODA CREEK BRIDGE FED. AID NO. ACST-ER (39A)4 CONSTRUCT GROUND ANCHOR WALL, PLACE RSP, P ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,200.0000 3,200.00 0.500 1,600.00 0.500 1,600 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 3,000.0000 3,000.00 0.000 0 003 TIME-RELATED OVERHEAD (LS) LS 311,000.0000 311,000.00 0.000 0 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 30,000.00 0.000 0 005 HOURLY OFF-SITE HR 200.0000 16,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.000 0 007 CONSTRUCTION AREA SIGNS LS 16,050.0000 16,050.00 0.000 0 008 TRAFFIC CONTROL SYSTEM LS 170,000.0000 170,000.00 0.000 0 009 TYPE III BARRICADE EA 100.0000 600.00 0.000 0 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 20.0000 480.00 0.000 0 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 20.0000 8,000.00 0.000 0 012 CHANNELIZER (SURFACE MOUNTED) EA 80.0000 3,440.00 0.000 0 013 TEMPORARY BARRIER SYSTEM LF 20.0000 38,800.00 0.000 0 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 21,600.0000 21,600.00 0.000 0 015 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 7,200.0000 28,800.00 0.000 0 016 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 0.000 0 017 PREPARE STORM WATER POLLUTION PREVENTION LS 1,300.0000 1,300.00 0.000 0 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 10,000.00 0.000 0 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 900.0000 27,000.00 0.000 0 020 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 021 TEMPORARY EROSION CONTROL BLANKET SQYD 9.5000 12,920.00 0.000 0 022 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,377.0000 2,754.00 0.000 0 CONTROL) PROGRAM CAS145 PAGE 2 DATE 01/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J6314 TIME 12:34 PM ESTIMATE NO. 001 BID OPENING 08/10/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 01/25/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH SQYD 3.0600 4,161.60 0.000 0 024 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 4.1600 4,201.60 0.000 0 MATRIX) 025 TEMPORARY COVER SQYD 10.0000 10,100.00 0.000 0 026 TEMPORARY CHECK DAM LF 12.5000 5,000.00 0.000 0 027 TEMPORARY DRAINAGE INLET PROTECTION EA 444.0000 1,776.00 0.000 0 028 TEMPORARY FIBER ROLL LF 7.0500 1,762.50 0.000 0 029 TEMPORARY GRAVEL BAG BERM LF 21.5600 2,587.20 0.000 0 030 TEMPORARY REINFORCED SILT FENCE LF 19.0000 5,700.00 0.000 0 031 TEMPORARY SILT FENCE LF 8.0000 8,000.00 0.000 0 032 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 9,000.00 0.000 0 033 STREET SWEEPING LS 40,000.0000 40,000.00 0.000 0 034 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 0.000 0 035 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 255.0000 4,590.00 0.000 0 036 WATER QUALITY ANNUAL REPORT EA 1,500.0000 3,000.00 0.000 0 037 ASBESTOS COMPLIANCE PLAN LS 2,350.0000 2,350.00 0.500 1,175.00 0.500 1,175 038 DUST CONTROL PLAN (NATURALLY OCCURRING LS 1,300.0000 1,300.00 0.500 650.00 0.500 650 ASBESTOS) 039 CLEARING AND GRUBBING (LS) LS 53,000.0000 53,000.00 0.000 0 040 ROADWAY EXCAVATION CY 38.0000 725,800.00 0.000 0 041 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 180.0000 285,300.00 0.000 0 (F) 042 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 1,200.0000 222,000.00 0.000 0 (F) 043 LEAN CONCRETE BACKFILL CY 500.0000 118,500.00 0.000 0 (F) 044 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.2200 13,222.00 0.000 0 045 FIBER REINFORCED MATRIX (SQFT) SQFT 0.1800 10,818.00 0.000 0 046 FIBER ROLLS LF 5.2900 11,373.50 0.000 0 047 COMPOST (CY) CY 111.0000 26,640.00 0.000 0 048 INCORPORATE MATERIALS SQFT 0.3500 13,265.00 0.000 0 049 CLASS 2 AGGREGATE BASE (CY) CY 100.0000 120,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 01/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J6314 TIME 12:34 PM ESTIMATE NO. 001 BID OPENING 08/10/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 01/25/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HOT MIX ASPHALT (TYPE A) TON 212.0000 239,560.00 0.000 0 051 ASPHALT BINDER (GEOSYNTHETIC PAVEMENT TON 900.0000 900.00 0.000 0 INTERLAYER) 052 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 7.0000 1,260.00 0.000 0 FABRIC) 053 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 8.2500 10,725.00 0.000 0 054 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.2500 1,237.50 0.000 0 055 TACK COAT TON 750.0000 3,750.00 0.000 0 056 REMOVE ASPHALT CONCRETE DIKE LF 3.2300 5,814.00 0.000 0 057 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 31.0000 12,090.00 0.000 0 058 GROUND ANCHOR (SUBHORIZONTAL) EA 8,950.0000 993,450.00 0.000 0 059 STEEL SOLDIER PILE (HP 14 X 89) LF 267.0000 638,397.00 0.000 0 060 30" DRILLED HOLE LF 130.0000 323,700.00 0.000 0 061 STRUCTURAL CONCRETE, WALER CY 2,400.0000 446,400.00 0.000 0 (F) 062 STRUCTURAL CONCRETE CY 1,100.0000 143,000.00 0.000 0 (F) 063 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,400.0000 238,000.00 0.000 0 (F) 064 STRUCTURAL CONCRETE, DRAINAGE INLET CY 8,500.0000 127,500.00 0.000 0 (F) 065 BAR REINFORCING STEEL (WALER) LB 1.5900 110,982.00 0.000 0 (F) 066 BAR REINFORCING STEEL LB 2.7400 13,974.00 0.000 0 (F) 067 TIMBER LAGGING MFBM 6,500.0000 416,000.00 0.000 0 (F) 068 CLEAN AND PAINT STEEL SOLDIER PILING LS 60,000.0000 60,000.00 0.000 0 069 CLASS 3 PERMEABLE MATERIAL CY 150.0000 108,000.00 0.000 0 070 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 071 18" WELDED STEEL PIPE (.250" THICK) LF 170.0000 9,180.00 0.000 0 072 30" WELDED STEEL PIPE (.375" THICK) LF 620.0000 33,480.00 0.000 0 073 36" WELDED STEEL PIPE (.250" THICK) LF 488.0000 87,840.00 0.000 0 074 36" ALTERNATIVE FLARED END SECTION EA 1,990.0000 1,990.00 0.000 0 075 ABANDON CULVERT (LF) LF 5.0000 2,950.00 0.000 0 076 REMOVE CULVERT (LF) LF 14.0000 4,060.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 01/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J6314 TIME 12:34 PM ESTIMATE NO. 001 BID OPENING 08/10/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 01/25/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE INLET EA 640.0000 1,280.00 0.000 0 078 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 640.0000 1,920.00 0.000 0 079 ROCK SLOPE PROTECTION (1T, CLASS VIII, CY 175.0000 934,500.00 0.000 0 METHOD A) 080 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 205.0000 4,510.00 0.000 0 METHOD B) (CY) 081 ROCK SLOPE PROTECTION (GRAVEL FILTER) CY 145.0000 2,175.00 0.000 0 082 CONCRETED-ROCK SLOPE PROTECTION (1T, CY 300.0000 90,000.00 0.000 0 CLASS VIII, METHOD A) 083 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 11,360.00 0.000 0 084 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 085 MISCELLANEOUS IRON AND STEEL LB 3.5000 5,845.00 0.000 0 (F) 086 MISCELLANEOUS METAL LB 67.0000 154,100.00 0.000 0 (F) 087 CHAIN LINK FENCE (TYPE CL-6) LF 75.0000 26,250.00 0.000 0 088 REMOVE FENCE LF 3.0000 1,050.00 0.000 0 089 REMOVE PAVEMENT MARKER EA 2.5000 300.00 0.000 0 090 DELINEATOR (CLASS 1) EA 120.0000 960.00 0.000 0 091 PAVEMENT MARKER EA 35.0000 4,200.00 0.000 0 (RETROREFLECTIVE-RECESSED) 092 OBJECT MARKER (TYPE P) EA 250.0000 500.00 0.000 0 093 ROADSIDE SIGN - ONE POST EA 1,100.0000 2,200.00 0.000 0 094 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 160.0000 8,000.00 0.000 0 095 VEGETATION CONTROL (MINOR CONCRETE) SQYD 170.0000 8,160.00 0.000 0 096 CONCRETE BARRIER (TYPE 60M MODIFIED) LF 450.0000 36,450.00 0.000 0 097 TRANSITION RAILING (TYPE WB-31) EA 5,000.0000 10,000.00 0.000 0 098 SEVERE-DUTY CRASH CUSHION TL-3 EA 36,000.0000 72,000.00 0.000 0 099 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 205.0000 71,135.00 0.000 0 (F) 100 REMOVE CONCRETE BARRIER (TYPE K) LF 15.0000 3,000.00 0.000 0 101 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 102 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 3.5000 9,975.00 0.000 0 103 TEMPORARY SIGNAL SYSTEMS LS 100,000.0000 100,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 01/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J6314 TIME 12:34 PM ESTIMATE NO. 001 BID OPENING 08/10/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 01/25/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 105 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 50.0000 650.00 0.000 0 (0.063"-UNFRAMED) 106 SAND BACKFILL CY 1,215.0000 12,150.00 0.000 0 107 8" CORRUGATED STEEL PIPE (.079" THICK) LF 80.0000 12,800.00 0.000 0 108 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.3000 18,777.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 109 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 110 PORTABLE RADAR SPEED FEEDBACK SIGN LS 16,000.0000 16,000.00 0.000 0 SYSTEMS (LS) PROGRAM CAS145 PAGE 6 DATE 01/25/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0J6314 TIME 12:34 PM ESTIMATE NO. 001 BID OPENING 08/10/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 01/25/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,425.00 3,425.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,425.00 3,425.00 111 MOBILIZATION LS 890,000.0000 890,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 8,996,877.90 TOTAL WORK COMPLETED 3,425.00 3,425.00 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 3,425.00 3,425.00 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 10/25/23 220 00/00/00 00/00/00 10/01/24 0 19 0 0 0% 0% PROGRESS IS SATISFACTORY *** SUSPENDED ON 12/20/23. SEYOUM, KASSAYE RESIDENT ENGINEER