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 02/26/20 EST. NO. 001 TIME 12:47 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 --------------------------------------------------------------------------- *** 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 02/26/20 EST. NO. 001 TIME 12:47 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 02/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 12:47 PM ESTIMATE NO. 001 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 02/20/20 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 02/26/20 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 5,000.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.000 0 003 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 0.000 0 005 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.500 12,500.00 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 0.000 0 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 55,000.00 0.000 0 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 40,000.00 0.000 0 019 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 0.000 0 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 0.5000 5,000.00 0.000 0 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 02/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 12:47 PM ESTIMATE NO. 001 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 02/20/20 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 02/26/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 033 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 0.000 0 042 NATURAL RESOURCE PROTECTION PLAN LS 2,000.0000 2,000.00 0.000 0 043 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 9,528.20 4,331.000 9,528 045 CLEARING AND GRUBBING (LS) LS 1,000,000.0000 1,000,000.00 0.250 250,000.00 0.250 250,000 046 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 02/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 12:47 PM ESTIMATE NO. 001 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 02/20/20 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 02/26/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 053 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 02/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 12:47 PM ESTIMATE NO. 001 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 02/20/20 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 02/26/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 02/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 12:47 PM ESTIMATE NO. 001 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 02/20/20 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 02/26/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 02/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 12:47 PM ESTIMATE NO. 001 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 02/20/20 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 02/26/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 144 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 02/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 12:47 PM ESTIMATE NO. 001 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 02/20/20 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 02/26/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 02/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 12:47 PM ESTIMATE NO. 001 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 02/20/20 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 02/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 277,028.20 277,028.20 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 277,028.20 277,028.20 181 MOBILIZATION LS 3,350,000.0000 3,350,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 33,744,775.17 TOTAL WORK COMPLETED 277,028.20 277,028.20 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 277,028.20 277,028.20 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 07/12/21 0 21 0 0 1% 0% PROGRESS IS SATISFACTORY *** SUSPENDED ON 02/03/20. AARON CHAMBERLIN RESIDENT ENGINEER PROGRAM CAS145 DATE 02/26/20