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 08/26/20 EST. NO. 009 TIME 01:52 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 --------------------------------------------------------------------------- 001 0026 9,136.88 E.W. @ F.A.(+) 071720 N 0105.0 0027 2,409.00 072420 N 0106.0 003 0007 263.89 E.W. @ F.A.(+) 072420 N 0104.0 0008 300.00 073120 N 0108.0 010 0001 1,581.25 E.W. @ F.A.(+) 041620 N 0038.0 0002 687.50 060820 N 0087.0 011 0002 18,679.15 A.C. @ L.S.(+) 080720 N LS-1 0 015 0002 29,992.56 E.W. @ L.S.(+) 081120 N 1 0 63,050.23 TOTAL THIS ESTIMATE 330,198.90 TOTAL PREVIOUS ESTIMATE 393,249.13 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 08/26/20 EST. NO. 009 TIME 01:52 PM R.E. NAME: AARON CHAMBERLIN 03-3F5104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LRRT DATED 7/20 -7,000.00 008 MISSING FHMA 1391 -10,000.00 009 PER 8/20 DEDUCT -10,000.00 009 -20,000.00 -27,000.00 TOTAL DEDUCTIONS -20,000.00 -27,000.00 PROGRAM CAS145 PAGE 1 DATE 08/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 01:52 PM ESTIMATE NO. 009 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 08/20/20 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 08/26/20 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 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.050 250.00 0.270 1,350 003 TIME-RELATED OVERHEAD (LS) LS 2,365,000.0000 2,365,000.00 0.050 118,250.00 0.270 638,550 004 DEVELOP WATER SUPPLY LS 250,000.0000 250,000.00 1.000 250,000 005 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 0.050 15,000.00 0.270 81,000 007 TYPE III BARRICADE EA 60.0000 6,600.00 4.000 240 008 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.6000 110,080.00 6,963.000 11,140 009 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 30.0000 2,640.00 0.000 0 010 PLASTIC TRAFFIC DRUMS EA 45.4500 17,271.00 58.000 2,636.10 127.000 5,772 011 TEMPORARY PAVEMENT MARKER EA 5.0000 9,100.00 198.000 990 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,000.0000 30,000.00 0.050 1,500.00 0.270 8,100 013 TEMPORARY RAILING (TYPE K) LF 12.0000 154,800.00 4,420.000 53,040 014 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,500.0000 110,000.00 15.000 37,500 015 JOB SITE MANAGEMENT LS 150,000.0000 150,000.00 0.050 7,500.00 0.270 40,500 016 PREPARE STORM WATER POLLUTION PREVENTION LS 1,785.0000 1,785.00 1.000 1,785 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 55,000.00 4.000 2,000 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 40,000.00 4.000 800 019 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 7.000 3,150 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 0.5000 5,000.00 0.000 0 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 08/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 01:52 PM ESTIMATE NO. 009 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 08/20/20 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 08/26/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,944.000 19,096 025 TEMPORARY CHECK DAM LF 6.5000 20,150.00 40.000 260.00 576.000 3,744 026 TEMPORARY DRAINAGE INLET PROTECTION EA 95.0000 7,600.00 3.000 285.00 14.000 1,330 027 TEMPORARY FIBER ROLL LF 2.3700 82,950.00 1,625.000 3,851 028 TEMPORARY COMPOST SOCK LF 9.8000 39,200.00 100.000 980 029 TEMPORARY GRAVEL BAG BERM LF 8.0000 16,000.00 10.000 80 030 TEMPORARY REINFORCED SILT FENCE LF 4.5600 136,800.00 1,500.000 6,840.00 8,615.000 39,284 031 TEMPORARY SILT FENCE LF 2.2500 13,500.00 2,602.000 5,854 032 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 80,000.00 8.000 32,000 033 STREET SWEEPING LS 110,000.0000 110,000.00 0.050 5,500.00 0.270 29,700 034 TEMPORARY CONCRETE WASHOUT LS 20,000.0000 20,000.00 0.050 1,000.00 0.270 5,400 035 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 843.0000 33,720.00 1.000 843.00 6.000 5,058 036 WATER QUALITY MONITORING REPORT EA 624.0000 24,960.00 1.000 624.00 6.000 3,744 037 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 1.000 100,000 039 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.5000 8,055.00 225.000 337 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 0.050 6,750.00 0.270 36,450 042 NATURAL RESOURCE PROTECTION PLAN LS 2,000.0000 2,000.00 1.000 2,000 043 REMOVE CONCRETE (SQYD) SQYD 12.0000 16,320.00 991.000 11,892 044 TEMPORARY HIGH-VISIBILITY FENCE LF 2.2000 9,548.00 4,340.000 9,548 045 CLEARING AND GRUBBING (LS) LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 046 ROADWAY EXCAVATION CY 24.0000 6,672,000.00 6,554.800 157,315.20 271,030.500 6,504,732 047 STRUCTURE EXCAVATION (BRIDGE) CY 100.0000 74,200.00 742.000 74,200 (F) 048 STRUCTURE EXCAVATION (ROCK) CY 250.0000 29,000.00 46.000 11,500.00 116.000 29,000 (F) 049 STRUCTURE BACKFILL (BRIDGE) CY 150.0000 62,250.00 166.000 24,900.00 166.000 24,900 (F) PROGRAM CAS145 PAGE 3 DATE 08/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 01:52 PM ESTIMATE NO. 009 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 08/20/20 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 08/26/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,260.000 50,400 051 IMPORTED BORROW (CY) CY 1.0000 6,100.00 0.000 0 052 ROADSIDE CLEARING LS 3,500.0000 3,500.00 1.000 3,500 053 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 14,575.00 583.000 14,575.00 583.000 14,575 (F) (SUPPLY LINE) 059 6" CORRUGATED STEEL PIPE CONDUIT LF 100.0000 8,400.00 60.000 6,000 (.064" THICK) 060 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 450.0000 9,000.00 2.000 900.00 2.000 900 061 BONDED FIBER MATRIX (SQFT) SQFT 0.0900 110,700.00 0.000 0 062 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4900 602,700.00 261,720.000 128,242.80 454,770.000 222,837 063 FIBER ROLLS LF 2.7500 151,800.00 11,000.000 30,250.00 19,550.000 53,762 064 COMPOST SOCK LF 9.8000 51,744.00 583.000 5,713 065 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 15,221.850 837,201.75 21,994.950 1,209,722 069 HOT MIX ASPHALT (TYPE A) TON 95.0000 1,852,500.00 5,086.870 483,252.65 7,351.340 698,377 070 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 08/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 01:52 PM ESTIMATE NO. 009 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 08/20/20 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 08/26/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 750 078 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 2,653.000 21,224 080 FURNISH STEEL PILING (HP 14 X 117) LF 75.0000 321,000.00 4,280.000 321,000 081 DRIVE STEEL PILE (HP 14 X 117) EA 5,000.0000 280,000.00 28.000 140,000.00 56.000 280,000 082 90" CAST-IN-DRILLED-HOLE CONCRETE LF 6,300.0000 2,299,500.00 88.000 554,400.00 306.000 1,927,800 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 57.500 28,750.00 115.000 57,500 (F) 086 STRUCTURAL CONCRETE, BRIDGE CY 1,150.0000 3,591,450.00 594.000 683,100.00 682.000 784,300 (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 20.000 60,000 (F) 090 STRUCTURAL CONCRETE, HEADWALL CY 1,500.0000 151,500.00 41.220 61,830 (F) 091 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,200.0000 83,200.00 5.640 18,048.00 25.000 80,000 (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 3,120.000 1,154 (F) 096 BAR REINFORCING STEEL (BRIDGE) LB 0.8900 1,154,290.84 190,362.000 169,422.18 347,034.000 308,860 (F) 097 STRUCTURAL STEEL (PIPE PIN) LB 7.0000 40,831.00 3,646.000 25,522.00 5,104.250 35,729 (F) 098 12" ALTERNATIVE PIPE CULVERT LF 120.0000 3,480.00 14.000 1,680 099 18" ALTERNATIVE PIPE CULVERT LF 140.0000 100,800.00 162.800 22,792.00 641.300 89,782 100 24" ALTERNATIVE PIPE CULVERT LF 225.0000 236,250.00 310.000 69,750.00 1,006.200 226,395 101 30" ALTERNATIVE PIPE CULVERT LF 260.0000 78,000.00 68.000 17,680.00 151.000 39,260 102 36" ALTERNATIVE PIPE CULVERT LF 375.0000 101,250.00 32.000 12,000.00 210.400 78,900 103 CONCRETE BACKFILL (PIPE TRENCH) CY 275.0000 550.00 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 08/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 01:52 PM ESTIMATE NO. 009 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 08/20/20 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 08/26/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 35.000 3,500.00 184.300 18,430 (.109" THICK) 106 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 175.0000 3,500.00 20.000 3,500 (.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 4.000 900 110 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 1.000 450 114 18" ALTERNATIVE FLARED END SECTION EA 750.0000 9,000.00 2.000 1,500.00 10.000 7,500 115 24" ALTERNATIVE FLARED END SECTION EA 950.0000 11,400.00 6.000 5,700.00 9.000 8,550 116 30" ALTERNATIVE FLARED END SECTION EA 1,250.0000 3,750.00 1.000 1,250.00 1.000 1,250 117 36" ALTERNATIVE FLARED END SECTION EA 1,650.0000 1,650.00 1.000 1,650.00 1.000 1,650 118 ABANDON CULVERT (EA) EA 1,750.0000 17,500.00 10.000 17,500 119 REMOVE ENTRANCE TAPER EA 1,000.0000 1,000.00 0.000 0 120 REMOVE CULVERT (EA) EA 2,100.0000 27,300.00 4.000 8,400.00 10.000 21,000 121 REMOVE DOWNDRAIN (EA) EA 1,500.0000 4,500.00 1.000 1,500.00 1.000 1,500 122 REMOVE INLET EA 1,000.0000 4,000.00 1.000 1,000.00 2.000 2,000 123 REMOVE HEADWALL EA 1,000.0000 17,000.00 2.000 2,000.00 12.000 12,000 124 REMOVE FLARED END SECTION (EA) EA 1,100.0000 4,400.00 3.000 3,300 125 CLEANING, INSPECTING, AND PREPARING LF 16.8500 9,773.00 0.000 0 CULVERT (LF) 126 SAND BACKFILL CY 100.0000 12,000.00 6.700 670.00 66.460 6,646 127 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 29.600 8,880.00 34.600 10,380 (F) (1/4 T, METHOD B) (CY) PROGRAM CAS145 PAGE 6 DATE 08/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 01:52 PM ESTIMATE NO. 009 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 08/20/20 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 08/26/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 32.100 6,420.00 162.900 32,580 (F) (LIGHT, METHOD B) (CY) 132 ROCK SLOPE PROTECTION CY 175.0000 91,000.00 341.000 59,675 (F) (FACING, METHOD B) (CY) 133 ROCK SLOPE PROTECTION (1/2 T, METHOD B) CY 250.0000 20,250.00 49.600 12,400.00 49.600 12,400 (F) (CY) 134 CONCRETE (DITCH LINING) CY 750.0000 105,000.00 118.440 88,830 135 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.0000 2,680.00 273.000 273.00 1,820.000 1,820 136 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 2,360.000 7,080.00 4,729.000 14,187 (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 5,550.000 5,550 143 REMOVE FENCE LF 6.8500 31,578.50 7,010.000 48,018 144 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 08/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 01:52 PM ESTIMATE NO. 009 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 08/20/20 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 08/26/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 50.000 380 167 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 08/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 01:52 PM ESTIMATE NO. 009 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 08/20/20 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 08/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,659,512.68 16,118,549.26 ADJUSTMENT OF COMPENSATION 18,679.15 18,679.15 EXTRA WORK 44,371.08 374,569.98 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,722,562.91 16,511,798.39 181 MOBILIZATION LS 3,350,000.0000 3,350,000.00 0.050 167,500.00 1.000 3,350,000 ORIGINAL CONTRACT AMOUNT 33,744,775.17 TOTAL WORK COMPLETED 3,890,062.91 19,861,798.39 MATERIALS ON HAND ON SITE -164,271.66 51,836.25 DEDUCTIONS -20,000.00 -27,000.00 TOTAL 3,705,791.25 19,886,634.64 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 03/26/20 01/21/20 09/02/21 94 56 0 0 57% 27% PROGRESS IS SATISFACTORY *** SUSPENDED ON 02/03/20. AARON CHAMBERLIN RESIDENT ENGINEER PROGRAM CAS145 DATE 08/26/20