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 06/21/21 EST. NO. 020 TIME 04:22 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 06/21/21 EST. NO. 020 TIME 04:22 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 PER LTR DATED 9/20 -6,000.00 011 RETURN DEDUCT 7/20 7,000.00 011 DEDUCT 10/20 LTTR -10,000.00 012 RETURN FHWA EST 9 10,000.00 012 PER LTR DATED 11/20 -10,000.00 013 PER 12/20 LETTER -1,000.00 014 PER 1/20 LETTER -3,000.00 015 PER 2/20 LETTER -1,000.00 016 RELEASE 1/20 DEDUCT 3,000.00 016 RELEASE 8/20 DEDUCT 10,000.00 016 RETURN DEDUCT 9/20 6,000.00 017 RETURN DEDUCT 10/20 10,000.00 017 RETURN DEDUCT 12/20 1,000.00 017 RETURN DEDUCT 2/21 1,000.00 017 RELEASE 11/20 DEDUCT 10,000.00 020 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 04:22 PM ESTIMATE NO. 020 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 06/20/21 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 06/21/21 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 0.070 350.00 0.710 3,550 003 TIME-RELATED OVERHEAD (LS) LS 2,365,000.0000 2,365,000.00 0.070 165,550.00 0.710 1,679,150 004 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 0.800 240,000 007 TYPE III BARRICADE EA 60.0000 6,600.00 8.000 480 008 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.6000 110,080.00 3,240.000 5,184.00 24,815.000 39,704 009 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 30.0000 2,640.00 45.000 1,350 010 PLASTIC TRAFFIC DRUMS EA 45.4500 17,271.00 200.000 9,090.00 341.000 15,498 011 TEMPORARY PAVEMENT MARKER EA 5.0000 9,100.00 268.000 1,340 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,000.0000 30,000.00 0.070 2,100.00 0.710 21,300 013 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 0.070 10,500.00 0.710 106,500 016 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 14.000 7,000 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 40,000.00 7.000 1,400 019 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 1.000 2,000 020 TEMPORARY EROSION CONTROL BLANKET SQYD 3.4500 207,000.00 0.000 0 021 MOVE-IN/MOVE-OUT EA 450.0000 8,100.00 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 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 04:22 PM ESTIMATE NO. 020 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 06/20/21 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 06/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,610.700 29,179 025 TEMPORARY CHECK DAM LF 6.5000 20,150.00 576.000 3,744 026 TEMPORARY DRAINAGE INLET PROTECTION EA 95.0000 7,600.00 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 16,000.00 282.000 2,256 030 TEMPORARY REINFORCED SILT FENCE LF 4.5600 136,800.00 8,685.000 39,603 031 TEMPORARY SILT FENCE LF 2.2500 13,500.00 2,872.000 6,462 032 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 80,000.00 8.000 32,000 033 STREET SWEEPING LS 110,000.0000 110,000.00 0.070 7,700.00 0.710 78,100 034 TEMPORARY CONCRETE WASHOUT LS 20,000.0000 20,000.00 0.070 1,400.00 0.710 14,200 035 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 843.0000 33,720.00 6.000 5,058 036 WATER QUALITY MONITORING REPORT EA 624.0000 24,960.00 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 8,055.00 325.000 487 STRIPE (HAZARDOUS WASTE) 040 TREATED WOOD WASTE LB 0.1000 2,760.00 14,800.000 1,480.00 14,984.000 1,498 041 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 135,000.0000 135,000.00 0.070 9,450.00 0.710 95,850 042 NATURAL RESOURCE PROTECTION PLAN LS 2,000.0000 2,000.00 1.000 2,000 043 REMOVE CONCRETE (SQYD) SQYD 12.0000 16,320.00 284.500 3,414.00 1,360.000 16,320 044 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 1,000.000 24,000.00 272,030.500 6,528,732 047 STRUCTURE EXCAVATION (BRIDGE) CY 100.0000 74,200.00 742.000 74,200 (F) 048 STRUCTURE EXCAVATION (ROCK) CY 250.0000 29,000.00 116.000 29,000 (F) 049 STRUCTURE BACKFILL (BRIDGE) CY 150.0000 62,250.00 415.000 62,250 (F) PROGRAM CAS145 PAGE 3 DATE 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 04:22 PM ESTIMATE NO. 020 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 06/20/21 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 06/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,678.000 5,336 057 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 (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 10.000 4,500 061 BONDED FIBER MATRIX (SQFT) SQFT 0.0900 110,700.00 1,513,650.000 136,228 062 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4900 602,700.00 1,212,651.000 594,198 063 FIBER ROLLS LF 2.7500 151,800.00 60,850.000 167,337 064 COMPOST SOCK LF 9.8000 51,744.00 583.000 5,713 065 COMPOST (CY) CY 62.0000 58,900.00 1,219.000 75,578 066 PERMANENT EROSION CONTROL ESTABLISHMENT LS 30,000.0000 30,000.00 0.084 2,520 WORK 067 FINISHING ROADWAY LS 100,000.0000 100,000.00 0.250 25,000.00 0.750 75,000 068 CLASS 2 AGGREGATE BASE (CY) CY 55.0000 1,237,500.00 1,016.000 55,880.00 25,489.060 1,401,898 069 HOT MIX ASPHALT (TYPE A) TON 95.0000 1,852,500.00 1,182.920 112,377.40 21,093.960 2,003,926 070 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 130.0000 204,100.00 1,243.720 161,683 071 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 96.0000 353,280.00 1,687.890 162,037.44 3,356.490 322,223 (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 2,743.50 332.000 1,543 074 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.6500 4,975.50 1,363.000 6,337 075 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.6500 10,602.00 2,691.000 12,513 076 PLACE HOT MIX ASPHALT SQYD 400.0000 5,200.00 65.300 26,120 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 4 DATE 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 04:22 PM ESTIMATE NO. 020 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 06/20/21 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 06/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 12.960 19,440.00 38.810 58,215 078 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 10.0000 635,000.00 34,785.000 347,850.00 63,500.000 635,000 079 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 31,840.00 2,170.000 17,360.00 17,823.000 142,584 080 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 56.000 280,000 082 90" CAST-IN-DRILLED-HOLE CONCRETE LF 6,300.0000 2,299,500.00 371.050 2,337,615 PILING (ROCK SOCKET) 083 ISOLATION STEEL CASING LF 1,000.0000 24,000.00 4.000 4,000.00 24.000 24,000 084 PRESTRESSING CAST-IN-PLACE CONCRETE LS 248,123.0000 248,123.00 1.000 248,123 085 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 500.0000 57,500.00 115.000 57,500 (F) 086 STRUCTURAL CONCRETE, BRIDGE CY 1,150.0000 3,591,450.00 3,123.000 3,591,450 (F) 087 STRUCTURAL CONCRETE, BRIDGE CY 800.0000 1,168,800.00 1,461.000 1,168,800 (F) (POLYMER FIBER) 088 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 51,000.00 51.000 51,000 (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 62.500 93,750 (F) 091 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,200.0000 83,200.00 2.000 6,400.00 31.510 100,832 (F) 092 PTFE SPHERICAL BEARING EA 10,000.0000 100,000.00 10.000 100,000 093 JOINT SEAL LF 30.0000 4,200.00 28.000 840.00 140.000 4,200 094 JOINT SEAL ASSEMBLY (MR 6") LF 1,000.0000 120,000.00 24.000 24,000.00 120.000 120,000 095 BAR REINFORCING STEEL LB 0.3700 1,154.40 3,366.000 1,245 (F) 096 BAR REINFORCING STEEL (BRIDGE) LB 0.8900 1,154,290.84 1,296,956.000 1,154,290 (F) 097 STRUCTURAL STEEL (PIPE PIN) LB 7.0000 40,831.00 5,833.000 40,831 (F) 098 12" ALTERNATIVE PIPE CULVERT LF 120.0000 3,480.00 14.000 1,680 099 18" ALTERNATIVE PIPE CULVERT LF 140.0000 100,800.00 640.800 89,712 100 24" ALTERNATIVE PIPE CULVERT LF 225.0000 236,250.00 1,230.000 276,750 101 30" ALTERNATIVE PIPE CULVERT LF 260.0000 78,000.00 162.000 42,120 102 36" ALTERNATIVE PIPE CULVERT LF 375.0000 101,250.00 268.000 100,500 103 CONCRETE BACKFILL (PIPE TRENCH) CY 275.0000 550.00 22.000 6,050 (F) PROGRAM CAS145 PAGE 5 DATE 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 04:22 PM ESTIMATE NO. 020 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 06/20/21 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 06/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 30.000 2,250 (.079" THICK) 105 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 100.0000 23,000.00 229.660 22,966 (.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 1.000 175 108 12" ANCHOR ASSEMBLY EA 150.0000 300.00 1.000 150 109 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 20.000 2,000 112 24" WELDED STEEL PIPE CASING (BRIDGE) LF 250.0000 9,500.00 38.000 9,500 113 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 10.000 7,500 115 24" ALTERNATIVE FLARED END SECTION EA 950.0000 11,400.00 1.000 950.00 12.000 11,400 116 30" ALTERNATIVE FLARED END SECTION EA 1,250.0000 3,750.00 1.000 1,250 117 36" ALTERNATIVE FLARED END SECTION EA 1,650.0000 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 1.000 1,000 120 REMOVE CULVERT (EA) EA 2,100.0000 27,300.00 10.000 21,000 121 REMOVE DOWNDRAIN (EA) EA 1,500.0000 4,500.00 2.000 3,000 122 REMOVE INLET EA 1,000.0000 4,000.00 3.000 3,000 123 REMOVE HEADWALL EA 1,000.0000 17,000.00 15.000 15,000 124 REMOVE FLARED END SECTION (EA) EA 1,100.0000 4,400.00 5.000 5,500 125 CLEANING, INSPECTING, AND PREPARING LF 16.8500 9,773.00 0.000 0 CULVERT (LF) 126 SAND BACKFILL CY 100.0000 12,000.00 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 36.300 10,890 (F) (1/4 T, METHOD B) (CY) PROGRAM CAS145 PAGE 6 DATE 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 04:22 PM ESTIMATE NO. 020 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 06/20/21 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 06/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 54,000.00 166.500 33,300 (F) (LIGHT, METHOD B) (CY) 132 ROCK SLOPE PROTECTION CY 175.0000 91,000.00 346.240 60,592 (F) (FACING, METHOD B) (CY) 133 ROCK SLOPE PROTECTION (1/2 T, METHOD B) CY 250.0000 20,250.00 70.000 17,500 (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 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 5,933.000 17,799 (F) 141 BRIDGE DECK DRAINAGE SYSTEM LB 9.0000 11,862.00 1,318.000 11,862 (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 28.000 1,131 145 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 7,875.00 531.000 2,389 146 MILEPOST MARKER EA 45.4600 363.68 5.000 227 147 MARKER (CULVERT) EA 45.4500 2,136.15 26.000 1,181 148 OBJECT MARKER (TYPE L-1) EA 45.4600 90.92 0.000 0 149 REMOVE ROADSIDE SIGN EA 101.0100 2,525.25 14.000 1,414 150 RESET ROADSIDE SIGN EA 202.0200 202.02 1.000 202 151 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.4900 234.90 5.000 117 (0.063"-UNFRAMED) 152 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.6500 2,197.50 68.700 1,006 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 153 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.8900 388.92 16.000 222 (0.08"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 154 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.6900 261.66 14.000 261 (0.063"-FRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 155 RETROFLECTIVE SHEETING (TYPE XI) SQFT 4.2900 858.00 98.450 422 PROGRAM CAS145 PAGE 7 DATE 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 04:22 PM ESTIMATE NO. 020 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 06/20/21 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 06/21/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.000 3,030 157 ROADSIDE SIGN - TWO POST EA 404.0400 404.04 1.000 404 158 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 29.5000 112,100.00 2,672.500 78,838 159 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 38.0000 52,440.00 1,111.000 42,218 160 VEGETATION CONTROL MAT (RUBBER OR FIBER) SQYD 44.0000 121,000.00 335.600 14,766.40 2,247.800 98,903 161 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 6.000 21,000 163 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,160.0000 12,760.00 10.000 11,600 164 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,800.0000 38,000.00 8.000 30,400 165 CALIFORNIA ST-20S BRIDGE RAIL LF 350.0000 591,500.00 1,521.000 532,350 (F) 166 REMOVE GUARDRAIL LF 7.6000 10,108.00 740.000 5,624.00 952.000 7,235 167 THERMOPLASTIC PAVEMENT MARKING SQFT 8.0000 7,040.00 337.000 2,696 (ENHANCED WET NIGHT VISIBILITY) 168 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 360.00 529.000 317 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 169 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 3,006.00 200.000 120 (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 23,397.000 21,057 (ENHANCED WET NIGHT VISIBILITY) 173 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 1,008.00 322.000 386 (ENHANCED WET NIGHT VISIBILITY) 174 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 17,100.00 3,948.000 5,922.00 3,948.000 5,922 175 12" RUMBLE STRIP STA 40.0000 10,000.00 123.390 4,935 (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 2,185.50 446.000 2,073 180 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 4.6500 1,813.50 0.000 0 PROGRAM CAS145 PAGE 8 DATE 06/21/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F5104 TIME 04:22 PM ESTIMATE NO. 020 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 06/20/21 R.E. NAME: AARON CHAMBERLIN DATE OF THIS ESTIMATE 06/21/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,042,665.24 28,111,585.97 ADJUSTMENT OF COMPENSATION 0.00 227,219.77 EXTRA WORK 0.00 706,461.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,042,665.24 29,045,267.56 181 MOBILIZATION LS 3,350,000.0000 3,350,000.00 1.000 3,350,000 ORIGINAL CONTRACT AMOUNT 33,744,775.17 TOTAL WORK COMPLETED 1,042,665.24 32,395,267.56 MATERIALS ON HAND ON SITE -61,700.00 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL 990,965.24 32,395,267.56 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 11/15/21 250 103 2 0 92% 71% PROGRESS IS SATISFACTORY *** SUSPENDED ON 02/19/21. AARON CHAMBERLIN RESIDENT ENGINEER PROGRAM CAS145 DATE 06/21/21