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 03/25/20 EST. NO. 002 TIME 01:54 PM R.E. NAME: AARON CHAMBERLIN 03-3F5104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0001 6,886.49 E.W. @ F.A.(+) 030620 N 0007.0 004 0001 1,000.00 E.W. @ F.A.(+) 022420 N 0008.0 005 0001 295.69 E.W. @ F.A.(+) 022020 N 0001.0 0002 6,639.78 022420 N 0003.0 0003 2,069.63 022620 N 0005.0 0004 29,620.16 030520 N 13 0 0006 4,415.25 022520 N 0004.0 006 0002 34,911.67 E.W. @ F.A.(+) 031720 N 0001 0 85,838.67 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 85,838.67 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 03/25/20 EST. NO. 002 TIME 01:54 PM R.E. NAME: AARON CHAMBERLIN 03-3F5104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/25/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 01:54 PM ESTIMATE NO. 002 BID OPENING 09/25/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 03/25/20 LOCATION PROGRESS ESTIMATE 03-YUB-20-R18.1/M20.1 ----------------- FLATIRON WEST INC. IN YUBA COUNTY NEAR SMARTSVILLE 2100 GOODYEAR RD; FROM THE YUBA RIVER BRIDGE TO 0.3 BENICIA CA 94510 MILE EAST OF SMARTVILLE ROAD FED. AID NO. HSNH-P020(189)E REALIGNMENT AND WIDENING ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.100 500.00 0.100 500 003 TIME-RELATED OVERHEAD (LS) LS 2,365,000.0000 2,365,000.00 0.000 0 004 DEVELOP WATER SUPPLY LS 250,000.0000 250,000.00 0.250 62,500.00 0.250 62,500 005 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.500 12,500 006 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.000 0 007 TYPE III BARRICADE EA 60.0000 6,600.00 0.000 0 008 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.6000 110,080.00 0.000 0 009 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 30.0000 2,640.00 0.000 0 010 PLASTIC TRAFFIC DRUMS EA 45.4500 17,271.00 0.000 0 011 TEMPORARY PAVEMENT MARKER EA 5.0000 9,100.00 0.000 0 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,000.0000 30,000.00 0.000 0 013 TEMPORARY RAILING (TYPE K) LF 12.0000 154,800.00 0.000 0 014 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,500.0000 110,000.00 0.000 0 015 JOB SITE MANAGEMENT LS 150,000.0000 150,000.00 0.000 0 016 PREPARE STORM WATER POLLUTION PREVENTION LS 1,785.0000 1,785.00 1.000 1,785.00 1.000 1,785 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 55,000.00 1.000 500.00 1.000 500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 40,000.00 1.000 200.00 1.000 200 019 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 0.000 0 020 TEMPORARY EROSION CONTROL BLANKET SQYD 3.4500 207,000.00 0.000 0 021 MOVE-IN/MOVE-OUT EA 450.0000 8,100.00 1.000 450.00 1.000 450 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 0.5000 5,000.00 0.000 0 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 03/25/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 01:54 PM ESTIMATE NO. 002 BID OPENING 09/25/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 03/25/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY TACKED STRAW SQYD 0.6900 41,400.00 0.000 0 024 TEMPORARY COVER SQYD 2.7500 55,000.00 0.000 0 025 TEMPORARY CHECK DAM LF 6.5000 20,150.00 0.000 0 026 TEMPORARY DRAINAGE INLET PROTECTION EA 95.0000 7,600.00 0.000 0 027 TEMPORARY FIBER ROLL LF 2.3700 82,950.00 0.000 0 028 TEMPORARY COMPOST SOCK LF 9.8000 39,200.00 0.000 0 029 TEMPORARY GRAVEL BAG BERM LF 8.0000 16,000.00 0.000 0 030 TEMPORARY REINFORCED SILT FENCE LF 4.5600 136,800.00 0.000 0 031 TEMPORARY SILT FENCE LF 2.2500 13,500.00 0.000 0 032 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 80,000.00 4.000 16,000.00 4.000 16,000 033 STREET SWEEPING LS 110,000.0000 110,000.00 0.000 0 034 TEMPORARY CONCRETE WASHOUT LS 20,000.0000 20,000.00 0.000 0 035 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 843.0000 33,720.00 0.000 0 036 WATER QUALITY MONITORING REPORT EA 624.0000 24,960.00 0.000 0 037 WATER QUALITY ANNUAL REPORT EA 1,296.0000 6,480.00 0.000 0 038 TEMPORARY CREEK DIVERSION SYSTEMS LS 100,000.0000 100,000.00 0.000 0 039 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.5000 8,055.00 0.000 0 STRIPE (HAZARDOUS WASTE) 040 TREATED WOOD WASTE LB 0.1000 2,760.00 0.000 0 041 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 135,000.0000 135,000.00 0.100 13,500.00 0.100 13,500 042 NATURAL RESOURCE PROTECTION PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 043 REMOVE CONCRETE (SQYD) SQYD 12.0000 16,320.00 0.000 0 044 TEMPORARY HIGH-VISIBILITY FENCE LF 2.2000 9,548.00 4,331.000 9,528 045 CLEARING AND GRUBBING (LS) LS 1,000,000.0000 1,000,000.00 0.200 200,000.00 0.450 450,000 046 ROADWAY EXCAVATION CY 24.0000 6,672,000.00 0.000 0 047 STRUCTURE EXCAVATION (BRIDGE) CY 100.0000 74,200.00 0.000 0 (F) 048 STRUCTURE EXCAVATION (ROCK) CY 250.0000 29,000.00 0.000 0 (F) 049 STRUCTURE BACKFILL (BRIDGE) CY 150.0000 62,250.00 0.000 0 (F) PROGRAM CAS145 PAGE 3 DATE 03/25/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 01:54 PM ESTIMATE NO. 002 BID OPENING 09/25/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 03/25/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DITCH EXCAVATION CY 40.0000 69,600.00 0.000 0 051 IMPORTED BORROW (CY) CY 1.0000 6,100.00 0.000 0 052 ROADSIDE CLEARING LS 3,500.0000 3,500.00 0.500 1,750.00 0.500 1,750 053 DECORATIVE BOULDERS EA 725.0000 1,450.00 0.000 0 054 BENCH EA 5,000.0000 5,000.00 0.000 0 055 MONUMENT EA 8,000.0000 8,000.00 0.000 0 056 PLANT (GROUP O) EA 3.1800 5,088.00 0.000 0 057 PIPE BOLLARD-CONCRETE FILL AND FOOTING LF 125.0000 12,000.00 0.000 0 058 2" PLASTIC PIPE (SCHEDULE 40) LF 25.0000 14,575.00 0.000 0 (F) (SUPPLY LINE) 059 6" CORRUGATED STEEL PIPE CONDUIT LF 100.0000 8,400.00 0.000 0 (.064" THICK) 060 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 450.0000 9,000.00 0.000 0 061 BONDED FIBER MATRIX (SQFT) SQFT 0.0900 110,700.00 0.000 0 062 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4900 602,700.00 0.000 0 063 FIBER ROLLS LF 2.7500 151,800.00 0.000 0 064 COMPOST SOCK LF 9.8000 51,744.00 0.000 0 065 COMPOST (CY) CY 62.0000 58,900.00 0.000 0 066 PERMANENT EROSION CONTROL ESTABLISHMENT LS 30,000.0000 30,000.00 0.000 0 WORK 067 FINISHING ROADWAY LS 100,000.0000 100,000.00 0.000 0 068 CLASS 2 AGGREGATE BASE (CY) CY 55.0000 1,237,500.00 0.000 0 069 HOT MIX ASPHALT (TYPE A) TON 95.0000 1,852,500.00 0.000 0 070 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 130.0000 204,100.00 0.000 0 071 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 96.0000 353,280.00 0.000 0 (OPEN GRADED FRICTION COURSE) 072 DATA CORE LS 10,000.0000 10,000.00 0.000 0 073 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.6500 2,743.50 0.000 0 074 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.6500 4,975.50 0.000 0 075 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.6500 10,602.00 0.000 0 076 PLACE HOT MIX ASPHALT SQYD 400.0000 5,200.00 0.000 0 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 4 DATE 03/25/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 01:54 PM ESTIMATE NO. 002 BID OPENING 09/25/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 03/25/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 TACK COAT TON 1,500.0000 75,000.00 0.000 0 078 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 10.0000 635,000.00 0.000 0 079 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 31,840.00 0.000 0 080 FURNISH STEEL PILING (HP 14 X 117) LF 75.0000 321,000.00 0.000 0 081 DRIVE STEEL PILE (HP 14 X 117) EA 5,000.0000 280,000.00 0.000 0 082 90" CAST-IN-DRILLED-HOLE CONCRETE LF 6,300.0000 2,299,500.00 0.000 0 PILING (ROCK SOCKET) 083 ISOLATION STEEL CASING LF 1,000.0000 24,000.00 0.000 0 084 PRESTRESSING CAST-IN-PLACE CONCRETE LS 248,123.0000 248,123.00 0.000 0 085 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 500.0000 57,500.00 0.000 0 (F) 086 STRUCTURAL CONCRETE, BRIDGE CY 1,150.0000 3,591,450.00 0.000 0 (F) 087 STRUCTURAL CONCRETE, BRIDGE CY 800.0000 1,168,800.00 0.000 0 (F) (POLYMER FIBER) 088 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 51,000.00 0.000 0 (F) (TYPE EQ) 089 STRUCTURAL CONCRETE, BOX CULVERT CY 3,000.0000 60,000.00 0.000 0 (F) 090 STRUCTURAL CONCRETE, HEADWALL CY 1,500.0000 151,500.00 0.000 0 (F) 091 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,200.0000 83,200.00 0.000 0 (F) 092 PTFE SPHERICAL BEARING EA 10,000.0000 100,000.00 0.000 0 093 JOINT SEAL LF 30.0000 4,200.00 0.000 0 094 JOINT SEAL ASSEMBLY (MR 6") LF 1,000.0000 120,000.00 0.000 0 095 BAR REINFORCING STEEL LB 0.3700 1,154.40 0.000 0 (F) 096 BAR REINFORCING STEEL (BRIDGE) LB 0.8900 1,154,290.84 0.000 0 (F) 097 STRUCTURAL STEEL (PIPE PIN) LB 7.0000 40,831.00 0.000 0 (F) 098 12" ALTERNATIVE PIPE CULVERT LF 120.0000 3,480.00 0.000 0 099 18" ALTERNATIVE PIPE CULVERT LF 140.0000 100,800.00 0.000 0 100 24" ALTERNATIVE PIPE CULVERT LF 225.0000 236,250.00 0.000 0 101 30" ALTERNATIVE PIPE CULVERT LF 260.0000 78,000.00 0.000 0 102 36" ALTERNATIVE PIPE CULVERT LF 375.0000 101,250.00 0.000 0 103 CONCRETE BACKFILL (PIPE TRENCH) CY 275.0000 550.00 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 03/25/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 01:54 PM ESTIMATE NO. 002 BID OPENING 09/25/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 03/25/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 75.0000 3,675.00 0.000 0 (.079" THICK) 105 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 100.0000 23,000.00 0.000 0 (.109" THICK) 106 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 175.0000 3,500.00 0.000 0 (.138" THICK) 107 10" TAPERED INLET EA 175.0000 175.00 0.000 0 108 12" ANCHOR ASSEMBLY EA 150.0000 300.00 0.000 0 109 18" ANCHOR ASSEMBLY EA 225.0000 1,575.00 0.000 0 110 24" ANCHOR ASSEMBLY EA 275.0000 275.00 0.000 0 111 DRAINAGE INLET MARKER EA 100.0000 2,300.00 0.000 0 112 24" WELDED STEEL PIPE CASING (BRIDGE) LF 250.0000 9,500.00 0.000 0 113 12" ALTERNATIVE FLARED END SECTION EA 450.0000 900.00 0.000 0 114 18" ALTERNATIVE FLARED END SECTION EA 750.0000 9,000.00 0.000 0 115 24" ALTERNATIVE FLARED END SECTION EA 950.0000 11,400.00 0.000 0 116 30" ALTERNATIVE FLARED END SECTION EA 1,250.0000 3,750.00 0.000 0 117 36" ALTERNATIVE FLARED END SECTION EA 1,650.0000 1,650.00 0.000 0 118 ABANDON CULVERT (EA) EA 1,750.0000 17,500.00 0.000 0 119 REMOVE ENTRANCE TAPER EA 1,000.0000 1,000.00 0.000 0 120 REMOVE CULVERT (EA) EA 2,100.0000 27,300.00 0.000 0 121 REMOVE DOWNDRAIN (EA) EA 1,500.0000 4,500.00 0.000 0 122 REMOVE INLET EA 1,000.0000 4,000.00 0.000 0 123 REMOVE HEADWALL EA 1,000.0000 17,000.00 0.000 0 124 REMOVE FLARED END SECTION (EA) EA 1,100.0000 4,400.00 0.000 0 125 CLEANING, INSPECTING, AND PREPARING LF 16.8500 9,773.00 0.000 0 CULVERT (LF) 126 SAND BACKFILL CY 100.0000 12,000.00 0.000 0 127 18" CURED-IN-PLACE PIPELINER LF 172.1300 36,147.30 0.000 0 128 24" CURED-IN-PLACE PIPELINER LF 146.2100 30,704.10 0.000 0 129 36" CURED-IN-PLACE PIPELINER LF 315.2300 50,436.80 0.000 0 130 ROCK SLOPE PROTECTION CY 300.0000 16,500.00 0.000 0 (F) (1/4 T, METHOD B) (CY) PROGRAM CAS145 PAGE 6 DATE 03/25/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 01:54 PM ESTIMATE NO. 002 BID OPENING 09/25/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 03/25/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ROCK SLOPE PROTECTION CY 200.0000 54,000.00 0.000 0 (F) (LIGHT, METHOD B) (CY) 132 ROCK SLOPE PROTECTION CY 175.0000 91,000.00 0.000 0 (F) (FACING, METHOD B) (CY) 133 ROCK SLOPE PROTECTION (1/2 T, METHOD B) CY 250.0000 20,250.00 0.000 0 (F) (CY) 134 CONCRETE (DITCH LINING) CY 750.0000 105,000.00 0.000 0 135 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.0000 2,680.00 0.000 0 136 MINOR CONCRETE (CURB) (LF) LF 70.0000 8,400.00 0.000 0 137 DETECTABLE WARNING SURFACE SQFT 12.0000 180.00 0.000 0 138 MINOR CONCRETE (TEXTURED PAVING)(TYPE A) SQFT 11.0000 3,190.00 0.000 0 139 MINOR CONCRETE (TEXTURED PAVING)(TYPE B) SQFT 20.0000 9,400.00 0.000 0 140 MISCELLANEOUS IRON AND STEEL LB 3.0000 16,356.00 0.000 0 (F) 141 BRIDGE DECK DRAINAGE SYSTEM LB 9.0000 11,862.00 0.000 0 (F) 142 OBLITERATE SURFACING SQYD 1.0000 5,550.00 0.000 0 143 REMOVE FENCE LF 6.8500 31,578.50 450.000 3,082.50 450.000 3,082 144 DELINEATOR (CLASS 1) EA 40.4000 2,464.40 0.000 0 145 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 7,875.00 0.000 0 146 MILEPOST MARKER EA 45.4600 363.68 0.000 0 147 MARKER (CULVERT) EA 45.4500 2,136.15 0.000 0 148 OBJECT MARKER (TYPE L-1) EA 45.4600 90.92 0.000 0 149 REMOVE ROADSIDE SIGN EA 101.0100 2,525.25 0.000 0 150 RESET ROADSIDE SIGN EA 202.0200 202.02 0.000 0 151 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.4900 234.90 0.000 0 (0.063"-UNFRAMED) 152 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.6500 2,197.50 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 153 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.8900 388.92 0.000 0 (0.08"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 154 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.6900 261.66 0.000 0 (0.063"-FRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 155 RETROFLECTIVE SHEETING (TYPE XI) SQFT 4.2900 858.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 03/25/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 01:54 PM ESTIMATE NO. 002 BID OPENING 09/25/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 03/25/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 ROADSIDE SIGN - ONE POST EA 303.0300 7,575.75 0.000 0 157 ROADSIDE SIGN - TWO POST EA 404.0400 404.04 0.000 0 158 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 29.5000 112,100.00 0.000 0 159 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 38.0000 52,440.00 0.000 0 160 VEGETATION CONTROL MAT (RUBBER OR FIBER) SQYD 44.0000 121,000.00 0.000 0 161 CABLE RAILING LF 129.0600 17,294.04 0.000 0 (F) 162 TRANSITION RAILING (TYPE WB-31) EA 3,500.0000 21,000.00 0.000 0 163 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,160.0000 12,760.00 0.000 0 164 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,800.0000 38,000.00 0.000 0 165 CALIFORNIA ST-20S BRIDGE RAIL LF 350.0000 591,500.00 0.000 0 (F) 166 REMOVE GUARDRAIL LF 7.6000 10,108.00 0.000 0 167 THERMOPLASTIC PAVEMENT MARKING SQFT 8.0000 7,040.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 168 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 360.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 169 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 3,006.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 170 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 48.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 171 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 4,105.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 172 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 44,190.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 173 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 1,008.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 174 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 17,100.00 0.000 0 175 12" RUMBLE STRIP STA 40.0000 10,000.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 176 6" TRAFFIC STRIPE TAPE LF 4.5000 22,140.00 0.000 0 177 6" TRAFFIC STRIPE TAPE (BROKEN 36-12) LF 2.2500 1,845.00 0.000 0 178 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 179 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.6500 2,185.50 0.000 0 180 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 4.6500 1,813.50 0.000 0 PROGRAM CAS145 PAGE 8 DATE 03/25/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 01:54 PM ESTIMATE NO. 002 BID OPENING 09/25/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 03/25/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 302,267.50 579,295.70 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 85,838.67 85,838.67 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 388,106.17 665,134.37 181 MOBILIZATION LS 3,350,000.0000 3,350,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 33,744,775.17 TOTAL WORK COMPLETED 388,106.17 665,134.37 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 388,106.17 665,134.37 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 11/19/19 350 01/21/20 01/21/20 08/13/21 0 42 0 0 2% 0% PROGRESS IS SATISFACTORY *** SUSPENDED ON 02/03/20. AARON CHAMBERLIN RESIDENT ENGINEER PROGRAM CAS145 DATE 03/25/20