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 08/05/20 EST. NO. 024 TIME 04:21 PM R.E. NAME: CHAMBERLIN, AARON 03-2F5904 --------------------------------------------------------------------------- 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 0006 247.50 E.W. @ F.A.(+) 042419 N PFE #1 024 0019 462.00 E.W. @ F.A.(+) 041919 N FE 2 0 036 0005 7,741.94 A.C. @ U.P.(+) 111919 N FE 3 0 8,451.44 TOTAL THIS ESTIMATE 3,428,516.69 TOTAL PREVIOUS ESTIMATE 3,436,968.13 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 08/05/20 EST. NO. 024 TIME 04:21 PM R.E. NAME: CHAMBERLIN, AARON 03-2F5904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAILED HMA DEDUCTION -50,000.00 017 FAILED HMA DEDUCTION -50,000.00 019 RETURN HMA DEDUCITON 100,000.00 020 MISSING CEM44012018 -10,000.00 022 MISSING CEM 44012019 -10,000.00 022 RCVD CEM4401 2018 10,000.00 023 RCVD CEM4401 2019 10,000.00 023 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402 -10,000.00 022 RCVD CEM2402 10,000.00 023 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 10/18 -10,000.00 003 RTN DEDUCT 10/18 10,000.00 006 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/05/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F5904 TIME 04:21 PM ESTIMATE NO. 024 BID OPENING 05/03/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/27/20 R.E. NAME: CHAMBERLIN, AARON DATE OF THIS ESTIMATE 08/05/20 LOCATION FINAL ESTIMATE 03-YUB-20-20.1/21.6 -------------- FLATIRON WEST INC IN YUBA AND NEVADA COUNTIES NEAR 2100 GOODYEAR RD SMARTSVILLE FROM 0.5 MILE WEST OF BENICIA CA 94510 MCGANNEY LANE TO MOONEY FLAT ROAD FED. AID NO. HSNH-P020(179)E CURVE REALIGNMENT AND SHOULDER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,500.0000 7,500.00 1.000 7,500 003 TIME-RELATED OVERHEAD (LS) LS 600,000.0000 600,000.00 1.000 600,000 004 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 1.000 50,000 005 CONSTRUCTION AREA SIGNS LS 9,585.4900 9,585.49 0.870 8,339 006 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000 007 TYPE III BARRICADE EA 200.0000 4,000.00 20.000 4,000 008 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.6700 35,237.00 2,563.000 4,280 009 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 10.1000 1,212.00 99.000 999 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.7100 8,094.00 40,889.000 29,031 011 TRAFFIC PLASTIC DRUM EA 100.0000 8,300.00 95.000 9,500 012 TEMPORARY PAVEMENT MARKER EA 5.0500 4,242.00 90.000 454 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 25,000.0000 25,000.00 1.000 25,000 014 TEMPORARY RAILING (TYPE K) LF 30.0000 75,600.00 2,520.000 75,600 015 ALTERNATIVE TEMPORARY CRASH CUSHION EA 5,000.0000 40,000.00 8.000 40,000 016 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 1.000 50,000 017 PREPARE STORM WATER POLLUTION PREVENTION LS 4,500.0000 4,500.00 1.000 4,500 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 15,000.00 20.000 10,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 600.0000 34,200.00 32.000 19,200 020 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 021 TEMPORARY EROSION CONTROL BLANKET SQYD 2.7600 11,923.20 0.000 0 022 MOVE-IN/MOVE-OUT EA 204.0800 2,448.96 8.000 1,632 (TEMPORARY EROSION CONTROL) PROGRAM CAS145 PAGE 2 DATE 08/05/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F5904 TIME 04:21 PM ESTIMATE NO. 024 BID OPENING 05/03/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/27/20 R.E. NAME: CHAMBERLIN, AARON DATE OF THIS ESTIMATE 08/05/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH SQYD 0.5600 18,088.00 137,479.330 76,988 (BONDED FIBER MATRIX) 024 TEMPORARY COVER SQYD 2.0000 43,000.00 9,099.890 18,199 025 TEMPORARY CHECK DAM LF 7.1400 3,141.60 765.000 5,462 026 TEMPORARY DRAINAGE INLET PROTECTION EA 260.0000 8,580.00 2.000 520 027 TEMPORARY FIBER ROLL LF 3.0600 41,004.00 35,731.800 109,339 028 TEMPORARY GRAVEL BAG BERM LF 16.3300 12,574.10 2,000.000 32,660 029 TEMPORARY REINFORCED SILT FENCE LF 6.0000 36,000.00 0.000 0 030 TEMPORARY SILT FENCE LF 2.9300 31,351.00 8,904.000 26,088 031 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 30,000.00 7.000 21,000 032 STREET SWEEPING LS 102,300.0000 102,300.00 1.000 102,300 033 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 1.000 5,000 034 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 900.0000 18,000.00 18.000 16,200 035 WATER QUALITY MONITORING REPORT EA 250.0000 5,000.00 18.000 4,500 036 WATER QUALITY ANNUAL REPORT EA 1,000.0000 3,000.00 1.000 1,000 037 TEMPORARY CREEK DIVERSION SYSTEMS LS 20,000.0000 20,000.00 1.000 20,000 038 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.2700 9,375.10 2,604.000 5,911 STRIPE (HAZARDOUS WASTE) 039 TREATED WOOD WASTE LB 0.4400 660.00 0.000 0 040 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 85,000.0000 85,000.00 1.000 85,000 041 NATURAL RESOURCE PROTECTION PLAN LS 3,000.0000 3,000.00 1.000 3,000 042 TEMPORARY HIGH-VISIBILITY FENCE LF 4.5900 1,652.40 274.000 1,257 043 CLEARING AND GRUBBING (LS) LS 250,000.0000 250,000.00 1.000 250,000 044 ROADWAY EXCAVATION CY 23.0000 243,800.00 10,600.000 243,800 045 ROCK EXCAVATION (CONTROLLED BLASTING) CY 23.0000 3,082,000.00 133,000.000 3,059,000 046 STRUCTURE EXCAVATION (BRIDGE) CY 45.0000 17,640.00 392.000 17,640 (F) 047 STRUCTURE EXCAVATION (TYPE D) CY 65.0000 18,395.00 283.000 18,395 (F) 048 STRUCTURE BACKFILL (BRIDGE) CY 180.0000 50,400.00 280.000 50,400 (F) 049 DITCH EXCAVATION CY 23.0000 84,870.00 3,690.000 84,870 PROGRAM CAS145 PAGE 3 DATE 08/05/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F5904 TIME 04:21 PM ESTIMATE NO. 024 BID OPENING 05/03/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/27/20 R.E. NAME: CHAMBERLIN, AARON DATE OF THIS ESTIMATE 08/05/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLANT (GROUP O) EA 2.9600 2,220.00 750.000 2,220 051 GARDEN VALVE ASSEMBLY EA 700.0000 700.00 1.000 700 052 VALVE BOX EA 600.0000 2,400.00 4.000 2,400 053 2" GATE VALVE EA 650.0000 1,950.00 3.000 1,950 054 2" PLASTIC PIPE (SCHEDULE 40) LF 10.0000 5,200.00 520.000 5,200 (F) (SUPPLY LINE) 055 8" CORRUGATED HIGH DENSITY LF 65.0000 24,050.00 0.000 0 POLYETHYLENE PIPE CONDUIT 056 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 408.1700 816.34 3.000 1,224 057 DUFF (SQFT) SQFT 0.0700 2,387.00 35,240.000 2,466 058 BONDED FIBER MATRIX (SQFT) SQFT 0.1900 115,900.00 832,968.000 158,263 059 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4100 91,430.00 986,050.000 404,280 060 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.3200 25,504.00 20,625.000 6,600 061 ROLLED EROSION CONTROL PRODUCT (TRM) SQFT 0.8800 7,920.00 0.000 0 062 FIBER ROLLS LF 4.9000 65,660.00 14,420.000 70,658 063 COMPOST (TYPE 1) CY 40.1700 108,057.30 2,499.000 100,384 064 COMPOST (TYPE 2) CY 41.2900 37,986.80 979.000 40,422 065 INCORPORATE MATERIALS SQFT 0.0700 5,131.00 73,300.000 5,131 066 PERMANENT EROSION CONTROL ESTABLISHMENT LS 2,653.0600 2,653.06 1.000 2,653 WORK 067 FINISHING ROADWAY LS 5,000.0000 5,000.00 1.000 5,000 068 CLASS 2 AGGREGATE BASE (CY) CY 50.0000 555,000.00 9,818.444 490,922 069 PREPAVING INERTIAL PROFILER LS 13,636.3600 13,636.36 1.000 13,636 070 HOT MIX ASPHALT (TYPE A) TON 90.9100 1,436,378.00 14,754.450 1,341,327 071 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 126.2600 611,098.40 1,132.000 142,926 072 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 121.2100 334,539.60 2,677.050 324,485 (OPEN GRADED FRICTION COURSE) 073 DATA CORE LS 3,030.3000 3,030.30 1.000 3,030 074 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.1100 5,583.30 5,533.000 6,141 075 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.1100 3,185.70 1,727.000 1,916 076 PLACE HOT MIX ASPHALT SQYD 145.0000 6,815.00 100.010 14,501 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 4 DATE 08/05/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F5904 TIME 04:21 PM ESTIMATE NO. 024 BID OPENING 05/03/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/27/20 R.E. NAME: CHAMBERLIN, AARON DATE OF THIS ESTIMATE 08/05/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 TACK COAT TON 303.0300 11,818.17 41.780 12,660 078 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 9.0900 72,356.40 11,694.900 106,306 079 REMOVE BASE AND SURFACING CY 65.0000 172,900.00 2,660.000 172,900 080 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 500.0000 1,563,500.00 3,127.000 1,563,500 081 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 500.0000 103,000.00 206.000 103,000 (F) 082 STRUCTURAL CONCRETE, BRIDGE CY 1,100.0000 294,800.00 268.000 294,800 (F) 083 STRUCTURAL CONCRETE, BRIDGE CY 1,000.0000 531,000.00 531.000 531,000 (F) (POLYMER FIBER) 084 STRUCTURAL CONCRETE, HEADWALL CY 1,500.0000 100,500.00 49.150 73,725 (F) 085 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,500.0000 30,000.00 24.870 37,305 (F) 086 FURNISH PRECAST PRESTRESSED CONCRETE EA 63,600.0000 381,600.00 6.000 381,600 WIDE FLANGE GIRDER (140' - 150') 087 FURNISH PRECAST PRESTRESSED CONCRETE EA 63,600.0000 254,400.00 4.000 254,400 WIDE FLANGE GIRDER (150' - 160') 088 ERECT PRECAST PRESTRESSED CONCRETE EA 9,800.0000 98,000.00 10.000 98,000 GIRDER 089 JOINT SEAL (MR 1 1/2") LF 85.0000 7,395.00 87.000 7,395 090 BAR REINFORCING STEEL (BRIDGE) LB 1.1000 327,377.60 297,616.000 327,377 (F) 091 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 092 STRUCTURAL STEEL (PIPE PIN) LB 7.5000 7,665.00 1,022.000 7,665 (F) 093 18" REINFORCED CONCRETE PIPE LF 135.0000 170,100.00 1,310.200 176,877 094 24" REINFORCED CONCRETE PIPE LF 165.0000 141,900.00 763.300 125,944 095 36" REINFORCED CONCRETE PIPE LF 215.0000 75,250.00 360.800 77,572 096 60" REINFORCED CONCRETE PIPE LF 275.0000 60,500.00 222.000 61,050 097 18" CORRUGATED STEEL PIPE (.109" THICK) LF 125.0000 8,125.00 64.800 8,100 098 DRAINAGE INLET MARKER EA 120.0000 1,560.00 13.000 1,560 099 18" CORRUGATED STEEL PIPE ENERGY EA 1,200.0000 1,200.00 1.000 1,200 DISSIPATOR (.064" THICK) 100 18" CONCRETE FLARED END SECTION EA 1,100.0000 2,200.00 6.000 6,600 101 60" CONCRETE FLARED END SECTION EA 4,500.0000 4,500.00 1.000 4,500 102 ABANDON CULVERT (EA) EA 2,500.0000 17,500.00 7.000 17,500 103 REMOVE OVERSIDE DRAIN EA 3,300.0000 6,600.00 4.000 13,200 PROGRAM CAS145 PAGE 5 DATE 08/05/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F5904 TIME 04:21 PM ESTIMATE NO. 024 BID OPENING 05/03/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/27/20 R.E. NAME: CHAMBERLIN, AARON DATE OF THIS ESTIMATE 08/05/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE CULVERT (LF) LF 20.0000 12,600.00 630.000 12,600 105 REMOVE INLET EA 1,500.0000 4,500.00 3.000 4,500 106 REMOVE HEADWALL EA 1,800.0000 7,200.00 4.000 7,200 107 REMOVE FLARED END SECTION (EA) EA 2,300.0000 6,900.00 3.000 6,900 108 SAND BACKFILL CY 200.0000 15,400.00 84.500 16,900 109 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 150.0000 246,000.00 1,640.000 246,000 (F) (CY) 110 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 1,200.0000 69,600.00 58.000 69,600 (F) (CY) 111 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.2500 3,650.00 2,892.500 3,615 112 MISCELLANEOUS IRON AND STEEL LB 3.5000 19,306.00 5,113.000 17,895 (F) 113 DESTROY WELL EA 7,500.0000 7,500.00 1.000 7,500 114 ROCK STAIN SQFT 0.5100 12,291.00 0.000 0 115 OBLITERATE SURFACING SQYD 4.0000 26,680.00 1,705.000 6,820 116 FENCE (TYPE BW, 5-STRAND, METAL POST) LF 18.5500 7,049.00 0.000 0 117 FENCE (TYPE WM AND BW) LF 15.2900 17,889.30 1,170.000 17,889 118 CHAIN LINK FENCE (TYPE CL-6, SLATTED) LF 58.5000 57,915.00 869.000 50,836 119 14' CHAIN LINK GATE (TYPE CL-6) EA 2,296.4100 2,296.41 1.000 2,296 120 REMOVE FENCE (TYPE BW) LF 3.3300 10,356.30 4,909.000 16,346 121 RELOCATE GATE EA 2,923.0800 5,846.16 2.000 5,846 122 CONCRETE BARRIER DELINEATOR (16-INCH) EA 45.0000 180.00 4.000 180 123 DELINEATOR (CLASS 1) EA 55.0000 3,355.00 61.000 3,355 124 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0500 4,494.50 730.000 3,686 125 MILEPOST MARKER EA 38.3400 383.40 10.000 383 126 MARKER (CULVERT) EA 38.3400 1,073.52 26.000 996 127 OBJECT MARKER (TYPE L-1) EA 38.3400 76.68 4.000 153 128 REMOVE ROADSIDE SIGN EA 51.8200 103.64 2.000 103 129 RESET MILEPOST MARKER EA 38.3400 153.36 2.000 76 130 RESET ROADSIDE SIGN EA 233.1600 3,963.72 17.000 3,963 PROGRAM CAS145 PAGE 6 DATE 08/05/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F5904 TIME 04:21 PM ESTIMATE NO. 024 BID OPENING 05/03/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/27/20 R.E. NAME: CHAMBERLIN, AARON DATE OF THIS ESTIMATE 08/05/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 RELOCATE ROADSIDE SIGN EA 233.1600 1,398.96 7.000 1,632 132 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.6600 862.84 74.000 862 (0.063"-UNFRAMED) 133 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.5500 333.45 39.000 333 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 134 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0700 217.68 24.000 217 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 135 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.4400 796.16 64.000 796 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 136 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 3.8900 505.70 130.000 505 137 ROADSIDE SIGN - ONE POST EA 253.8900 3,554.46 14.000 3,554 138 ROADSIDE SIGN - TWO POST EA 512.9500 2,051.80 4.000 2,051 139 MIDWEST GUARDRAIL SYSTEM LF 25.2000 72,324.00 2,811.500 70,849 140 VEGETATION CONTROL (MINOR CONCRETE) SQYD 80.6500 111,297.00 1,453.000 117,184 141 CABLE RAILING LF 106.6700 6,400.20 16.000 1,706 142 TRANSITION RAILING (TYPE WB-31) EA 5,418.3500 10,836.70 2.000 10,836 143 END ANCHOR ASSEMBLY (TYPE SFT) EA 977.8300 1,955.66 3.000 2,933 144 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,032.2600 16,129.04 4.000 16,129 145 CONCRETE BARRIER (TYPE 742) LF 135.0000 80,055.00 593.000 80,055 (F) 146 CONCRETE BARRIER (TYPE 742A) LF 205.0000 18,040.00 88.000 18,040 (F) 147 6" PERMANENT TAPE TRAFFIC STRIPE LF 7.5300 9,036.00 0.000 0 148 THERMOPLASTIC PAVEMENT MARKING SQFT 8.3300 4,914.70 572.000 4,764 (ENHANCED WET NIGHT VISIBILITY) 149 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7600 357.20 325.000 247 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 150 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7600 2,143.20 4,064.000 3,088 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 151 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9300 31,527.00 35,799.000 33,293 (ENHANCED WET NIGHT VISIBILITY) 152 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.2700 3,768.20 1,644.000 3,731 (ENHANCED WET NIGHT VISIBILITY) 153 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 3.6900 9,815.40 0.000 0 (WATER BLASTING) 154 12" RUMBLE STRIP STA 146.8800 9,400.32 61.000 8,959 (ASPHALT CONCRETE PAVEMENT) PROGRAM CAS145 PAGE 7 DATE 08/05/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F5904 TIME 04:21 PM ESTIMATE NO. 024 BID OPENING 05/03/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/27/20 R.E. NAME: CHAMBERLIN, AARON DATE OF THIS ESTIMATE 08/05/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 155 COMMUNICATION CONDUIT LS 73,000.0000 73,000.00 1.000 73,000 156 MODIFYING EXISTING ELECTRICAL SYSTEM LS 13,000.0000 13,000.00 1.000 13,000 PROGRAM CAS145 PAGE 8 DATE 08/05/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F5904 TIME 04:21 PM ESTIMATE NO. 024 BID OPENING 05/03/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/27/20 R.E. NAME: CHAMBERLIN, AARON DATE OF THIS ESTIMATE 08/05/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 13,991,171.31 ADJUSTMENT OF COMPENSATION 7,741.94 429,813.03 EXTRA WORK 709.50 3,007,155.10 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 8,451.44 17,428,139.44 157 MOBILIZATION LS 1,580,000.0000 1,580,000.00 1.000 1,580,000 ORIGINAL CONTRACT AMOUNT 15,950,136.84 TOTAL WORK COMPLETED 8,451.44 19,008,139.44 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 8,451.44 19,008,139.44 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 06/19/18 155 08/13/18 08/13/18 03/27/20 112 21 0 0 100% 100% CHAMBERLIN, AARON RESIDENT ENGINEER PROGRAM CAS145 DATE 08/05/20