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 04/27/20 EST. NO. 001 TIME 01:16 PM R.E. NAME: GARRETT GRIFFITH 03-0A5704 --------------------------------------------------------------------------- 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 04/27/20 EST. NO. 001 TIME 01:16 PM R.E. NAME: GARRETT GRIFFITH 03-0A5704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A5704 TIME 01:16 PM ESTIMATE NO. 001 BID OPENING 12/05/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: GARRETT GRIFFITH DATE OF THIS ESTIMATE 04/27/20 LOCATION PROGRESS ESTIMATE 03-YUB-20-13.3/18.2 ----------------- A. TEICHERT & SON INC. DBA IN YUBA COUNTY FROM MARYSVILLE ROAD TEICHERT CONSTRUCTION TO THE YUBA RIVER BRIDGE 400 SUNRISE AVE. SUITE 300; ROSEVILLE CA 95661 FED. AID NO. ACNH-P020(191)E ROADWAY REHABILITATION 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 3,000.00 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,000.0000 6,000.00 0.250 1,500.00 0.250 1,500 003 TIME-RELATED OVERHEAD (LS) LS 1,500,000.0000 1,500,000.00 0.000 0 004 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.750 37,500.00 0.750 37,500 005 TRAFFIC CONTROL SYSTEM LS 613,052.9500 613,052.95 0.030 18,391.59 0.030 18,391 006 TYPE III BARRICADE EA 40.4000 5,252.00 0.000 0 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0300 666.60 0.000 0 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 52,750.00 0.000 0 009 PORTABLE DELINEATOR EA 10.1000 2,121.00 0.000 0 010 PLASTIC TRAFFIC DRUMS EA 18.1800 39,087.00 0.000 0 011 TEMPORARY PAVEMENT MARKER EA 5.0500 17,170.00 0.000 0 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 52,396.4100 52,396.41 0.030 1,571.89 0.030 1,571 013 TEMPORARY RAILING (TYPE K) LF 18.0000 484,200.00 0.000 0 014 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,500.0000 140,000.00 0.000 0 015 JOB SITE MANAGEMENT LS 100,000.0000 100,000.00 0.030 3,000.00 0.030 3,000 016 PREPARE STORM WATER POLLUTION PREVENTION LS 4,000.0000 4,000.00 0.500 2,000.00 0.500 2,000 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 40,000.00 1.000 500.00 1.000 500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 125.0000 17,500.00 0.000 0 019 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 0.000 0 020 TEMPORARY EROSION CONTROL BLANKET SQYD 3.6700 35,966.00 0.000 0 021 MOVE-IN/MOVE-OUT EA 204.0000 4,080.00 0.000 0 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 0.5100 20,706.00 0.000 0 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 04/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A5704 TIME 01:16 PM ESTIMATE NO. 001 BID OPENING 12/05/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: GARRETT GRIFFITH DATE OF THIS ESTIMATE 04/27/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDROSEED SQYD 1.0200 8,160.00 0.000 0 024 TEMPORARY COVER SQYD 3.1000 38,750.00 1,555.000 4,820.50 1,555.000 4,820 025 TEMPORARY CHECK DAM LF 6.2000 17,360.00 0.000 0 026 TEMPORARY DRAINAGE INLET PROTECTION EA 360.0000 18,000.00 0.000 0 027 TEMPORARY FIBER ROLL LF 4.1500 32,038.00 100.000 415.00 100.000 415 028 TEMPORARY COMPOST SOCK LF 6.5000 19,500.00 0.000 0 029 TEMPORARY GRAVEL BAG BERM LF 14.0000 43,680.00 0.000 0 030 TEMPORARY REINFORCED SILT FENCE LF 3.4500 27,945.00 0.000 0 031 TEMPORARY SILT FENCE LF 2.9000 138,040.00 313.000 907.70 313.000 907 032 TEMPORARY CONSTRUCTION ENTRANCE EA 5,100.0000 153,000.00 6.000 30,600.00 6.000 30,600 033 TEMPORARY CONSTRUCTION ROADWAY SQYD 17.0000 13,600.00 0.000 0 034 STREET SWEEPING LS 150,000.0000 150,000.00 0.030 4,500.00 0.030 4,500 035 TEMPORARY CONCRETE WASHOUT LS 5,041.7100 5,041.71 0.000 0 036 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 150.0000 3,000.00 0.000 0 037 WATER QUALITY MONITORING REPORT EA 75.0000 1,500.00 0.000 0 038 WATER QUALITY ANNUAL REPORT EA 800.0000 3,200.00 0.000 0 039 TEMPORARY CREEK DIVERSION SYSTEMS LS 220,000.0000 220,000.00 0.100 22,000.00 0.100 22,000 040 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.7600 7,349.20 0.000 0 (HAZARDOUS WASTE) 041 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7600 19,076.00 0.000 0 STRIPE (HAZARDOUS WASTE) 042 TREATED WOOD WASTE LB 0.2100 3,990.00 0.000 0 043 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 130,600.0000 130,600.00 0.000 0 044 NATURAL RESOURCE PROTECTION PLAN LS 8,000.0000 8,000.00 1.000 8,000.00 1.000 8,000 045 INVASIVE SPECIES CONTROL LS 24,014.9700 24,014.97 0.100 2,401.50 0.100 2,401 046 BIRD EXCLUSION DEVICES LS 70,000.0000 70,000.00 0.100 7,000.00 0.100 7,000 047 BAT EXCLUSION DEVICES LS 39,000.0000 39,000.00 0.100 3,900.00 0.100 3,900 048 REMOVE CONCRETE (SQYD) SQYD 23.0000 17,710.00 0.000 0 049 REMOVE CONCRETE MONUMENT EA 2,120.0000 4,240.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 04/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A5704 TIME 01:16 PM ESTIMATE NO. 001 BID OPENING 12/05/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: GARRETT GRIFFITH DATE OF THIS ESTIMATE 04/27/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE HISTORIC MONUMENT EA 4,900.0000 4,900.00 0.000 0 051 TEMPORARY HIGH-VISIBILITY FENCE LF 6.2000 28,644.00 4,460.000 27,652.00 4,460.000 27,652 052 CLEARING AND GRUBBING (LS) LS 600,000.0000 600,000.00 0.400 240,000.00 0.400 240,000 053 ROADWAY EXCAVATION CY 22.0000 5,456,000.00 0.000 0 054 ROADWAY EXCAVATION (TOPSOIL) CY 30.0000 17,400.00 0.000 0 055 ROADWAY EXCAVATION (DETOUR) CY 22.0000 301,400.00 0.000 0 056 ROADWAY EXCAVATION (DETOUR REMOVAL) CY 30.0000 74,100.00 0.000 0 057 SHOULDER BACKING TON 52.0000 103,480.00 0.000 0 058 STRUCTURE EXCAVATION (BRIDGE) CY 201.6700 190,578.15 0.000 0 (F) 059 STRUCTURE EXCAVATION (TYPE D) CY 907.5100 46,283.01 0.000 0 (F) 060 SAND BEDDING CY 205.0000 6,150.00 0.000 0 061 STRUCTURE BACKFILL (BRIDGE) CY 191.5900 84,491.19 0.000 0 (F) 062 DITCH EXCAVATION CY 31.0000 15,190.00 0.000 0 063 IMPORTED BORROW (CY) CY 1.0000 97,300.00 0.000 0 064 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 204.0000 2,040.00 0.000 0 065 BONDED FIBER MATRIX (SQFT) SQFT 0.1000 192,000.00 0.000 0 066 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.4100 13,571.00 0.000 0 067 FIBER ROLLS LF 3.0600 167,688.00 0.000 0 068 PERMANENT EROSION CONTROL ESTABLISHMENT LS 30,600.0000 30,600.00 0.000 0 WORK 069 FINISHING ROADWAY LS 165,000.0000 165,000.00 0.000 0 070 CLASS 2 AGGREGATE BASE (CY) CY 53.0000 2,284,300.00 0.000 0 071 HOT MIX ASPHALT (TYPE A) TON 78.0000 1,653,600.00 0.000 0 072 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 115.0000 1,805,500.00 0.000 0 073 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 91.0000 829,920.00 0.000 0 (OPEN GRADED FRICTION COURSE) 074 DATA CORE LS 4,000.0000 4,000.00 0.000 0 075 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.6000 176.00 0.000 0 076 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.6000 100.80 0.000 0 PROGRAM CAS145 PAGE 4 DATE 04/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A5704 TIME 01:16 PM ESTIMATE NO. 001 BID OPENING 12/05/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: GARRETT GRIFFITH DATE OF THIS ESTIMATE 04/27/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.6000 19,840.00 0.000 0 078 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.6000 208.00 0.000 0 079 PLACE HOT MIX ASPHALT SQYD 75.0000 3,825.00 0.000 0 (MISCELLANEOUS AREA) 080 TACK COAT TON 1,000.0000 120,000.00 0.000 0 081 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.5000 87,750.00 0.000 0 082 REMOVE BASE AND SURFACING CY 36.0000 174,960.00 0.000 0 083 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 380.9100 681,828.90 0.000 0 084 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 3,550.1200 894,630.24 0.000 0 085 PRESTRESSING CAST-IN-PLACE CONCRETE LS 95,792.5700 95,792.57 0.000 0 086 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 554.5900 107,590.46 0.000 0 (F) 087 STRUCTURAL CONCRETE, BRIDGE CY 1,159.5900 1,581,680.76 0.000 0 (F) 088 STRUCTURAL CONCRETE, BRIDGE CY 605.0100 394,466.52 0.000 0 (F) (POLYMER FIBER) 089 STRUCTURAL CONCRETE, BOX CULVERT CY 1,400.0000 497,000.00 0.000 0 (F) 090 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,492.3700 142,065.09 0.000 0 (F) 091 MINOR CONCRETE (MINOR STRUCTURE) CY 11,000.0000 2,200.00 0.000 0 (F) 092 CONCRETE SURFACE TEXTURE SQFT 100.8300 13,309.56 0.000 0 (F) (RANDOM DRY STACKED ROCK) 093 CONCRETE SURFACE TEXTURE SQFT 50.4200 131,444.94 0.000 0 (F) (RANDOM HEAVY WOOD GRAIN PLANKS) 094 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 363.0000 64,614.00 0.000 0 095 BAR REINFORCING STEEL (BRIDGE) LB 1.0600 722,491.76 0.000 0 (F) 096 BAR REINFORCING STEEL (BOX CULVERT) LB 1.1600 81,996.92 0.000 0 (F) 097 BAR REINFORCING STEEL (GALVANIZED) LB 2.1200 4,411.72 0.000 0 (F) 098 BRIDGE REMOVAL LS 186,543.4300 186,543.43 0.000 0 099 15" ALTERNATIVE PIPE CULVERT LF 263.0000 44,710.00 0.000 0 100 18" ALTERNATIVE PIPE CULVERT LF 249.0000 742,020.00 0.000 0 101 21" ALTERNATIVE PIPE CULVERT LF 233.0000 48,930.00 0.000 0 102 24" ALTERNATIVE PIPE CULVERT LF 334.0000 177,020.00 0.000 0 103 30" ALTERNATIVE PIPE CULVERT LF 329.0000 273,070.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 04/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A5704 TIME 01:16 PM ESTIMATE NO. 001 BID OPENING 12/05/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: GARRETT GRIFFITH DATE OF THIS ESTIMATE 04/27/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 36" ALTERNATIVE PIPE CULVERT LF 360.0000 75,600.00 0.000 0 105 42" ALTERNATIVE PIPE CULVERT LF 418.0000 45,980.00 0.000 0 106 48" ALTERNATIVE PIPE CULVERT LF 394.0000 63,040.00 0.000 0 107 12" TEMPORARY CULVERT LF 131.0000 10,742.00 0.000 0 108 15" TEMPORARY CULVERT LF 134.0000 14,740.00 0.000 0 109 18" TEMPORARY CULVERT LF 122.0000 62,220.00 0.000 0 110 24" TEMPORARY CULVERT LF 225.0000 4,275.00 0.000 0 111 30" TEMPORARY CULVERT LF 163.0000 29,340.00 0.000 0 112 24" PLASTIC PIPE LF 156.0000 23,400.00 0.000 0 113 18" CORRUGATED STEEL PIPE (.109" THICK) LF 177.0000 23,010.00 0.000 0 114 18" SLOTTED CORRUGATED STEEL PIPE LF 146.0000 245,280.00 0.000 0 (.079" THICK) 115 DRAINAGE INLET MARKER EA 50.0000 1,750.00 0.000 0 116 36" CORRUGATED STEEL PIPE INLET LF 1,435.6700 80,397.52 0.000 0 (.064" THICK) 117 15" ALTERNATIVE FLARED END SECTION EA 456.0000 2,280.00 0.000 0 118 18" ALTERNATIVE FLARED END SECTION EA 500.0000 12,500.00 0.000 0 119 21" ALTERNATIVE FLARED END SECTION EA 510.0000 1,530.00 0.000 0 120 24" ALTERNATIVE FLARED END SECTION EA 970.0000 10,670.00 0.000 0 121 30" ALTERNATIVE FLARED END SECTION EA 1,125.0000 12,375.00 0.000 0 122 36" ALTERNATIVE FLARED END SECTION EA 1,250.0000 2,500.00 0.000 0 123 42" ALTERNATIVE FLARED END SECTION EA 1,670.0000 3,340.00 0.000 0 124 48" ALTERNATIVE FLARED END SECTION EA 1,880.0000 3,760.00 0.000 0 125 REMOVE CULVERT (LF) LF 55.0000 260,150.00 0.000 0 126 REMOVE DOWNDRAIN (EA) EA 1,275.0000 1,275.00 0.000 0 127 REMOVE REINFORCED CONCRETE BOX CULVERT LF 12,400.0000 49,600.00 0.000 0 (LF) 128 REMOVE INLET EA 1,020.0000 20,400.00 0.000 0 129 REMOVE HEADWALL EA 1,840.0000 3,680.00 0.000 0 130 REMOVE WINGWALL EA 2,660.0000 10,640.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 04/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A5704 TIME 01:16 PM ESTIMATE NO. 001 BID OPENING 12/05/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: GARRETT GRIFFITH DATE OF THIS ESTIMATE 04/27/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 REMOVE DRAINAGE JUNCTION STRUCTURE EA 1,165.0000 1,165.00 0.000 0 132 REMOVE FLARED END SECTION (EA) EA 320.0000 1,600.00 0.000 0 133 CLEANING, INSPECTING, AND PREPARING LF 52.5700 107,242.80 0.000 0 CULVERT (LF) 134 CONCRETE INVERT PAVING CY 1,826.8100 51,150.68 0.000 0 135 36" CURED-IN-PLACE PIPELINER LF 355.8300 316,688.70 0.000 0 136 18" CEMENTITIOUS PIPELINER LF 302.2200 42,310.80 0.000 0 137 24" CEMENTITIOUS PIPELINER LF 327.7100 199,903.10 0.000 0 138 SMALL-ROCK SLOPE PROTECTION CY 65.6800 261,537.76 0.000 0 (F) 139 CONCRETE (CONCRETE APRON) CY 2,190.2800 17,522.24 0.000 0 140 ROCK SLOPE PROTECTION CY 80.5400 46,713.20 0.000 0 (1T, CLASS VIII, METHOD A) 141 ROCK SLOPE PROTECTION CY 77.7000 149,184.00 0.000 0 (300 LB, CLASS IV, METHOD B) (CY) 142 ROCK SLOPE PROTECTION CY 184.7300 55,419.00 0.000 0 (150 LB, CLASS III, METHOD B) (CY) 143 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.1800 55,944.00 0.000 0 144 MISCELLANEOUS IRON AND STEEL LB 3.7400 40,223.70 0.000 0 (F) 145 MANHOLE FRAME AND COVER EA 541.2600 541.26 0.000 0 146 MISCELLANEOUS METAL (BRIDGE) LB 6.0500 7,005.90 0.000 0 (F) 147 CONSTRUCT WATER SUPPLY SYSTEM LS 1,150,000.0000 1,150,000.00 0.000 0 148 PREPARE AND STAIN CONCRETE SQFT 30.2500 3,993.00 0.000 0 149 ANTI-GRAFFITI COATING SQFT 6.5500 6,812.00 0.000 0 (F) 150 RESET MAILBOX EA 303.0000 2,424.00 0.000 0 151 RELOCATE MAILBOX EA 303.0000 3,939.00 0.000 0 152 OBLITERATE SURFACING SQYD 2.1500 118,250.00 0.000 0 153 WILDLIFE FENCE (TYPE WM, METAL POST) LF 23.7500 91,912.50 0.000 0 154 TEMPORARY FENCE (TYPE WM) LF 8.2000 187,780.00 9,135.000 74,907.00 9,135.000 74,907 155 10' WIRE MESH GATE EA 2,050.0000 2,050.00 0.000 0 156 12' WIRE MESH GATE EA 2,203.7500 17,630.00 3.000 6,611.25 3.000 6,611 157 15' WIRE MESH GATE EA 2,357.5000 2,357.50 0.000 0 PROGRAM CAS145 PAGE 7 DATE 04/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A5704 TIME 01:16 PM ESTIMATE NO. 001 BID OPENING 12/05/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: GARRETT GRIFFITH DATE OF THIS ESTIMATE 04/27/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 16' WIRE MESH GATE EA 2,408.7500 4,817.50 1.000 2,408.75 1.000 2,408 159 REMOVE FENCE LF 3.2900 81,921.00 10,248.000 33,715.92 10,248.000 33,715 160 REMOVE CHAIN LINK FENCE LF 10.2500 1,537.50 0.000 0 161 REMOVE GATE EA 666.2500 6,662.50 3.000 1,998.75 3.000 1,998 162 SALVAGE FENCE (IRON) LF 51.2500 3,638.75 0.000 0 163 SALVAGE IRON GATE EA 461.2500 922.50 0.000 0 164 RESET GATE EA 2,562.5000 2,562.50 0.000 0 165 RELOCATE GATE EA 2,562.5000 2,562.50 0.000 0 166 CONCRETE BARRIER DELINEATOR (16-INCH) EA 25.2500 328.25 0.000 0 167 DELINEATOR (CLASS 1) EA 50.5000 6,565.00 0.000 0 168 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.3400 10,936.80 0.000 0 169 MILEPOST MARKER EA 50.5000 1,060.50 0.000 0 170 REMOVE ROADSIDE SIGN EA 101.0000 2,626.00 0.000 0 171 SALVAGE ROADSIDE SIGN EA 101.0000 2,121.00 0.000 0 172 RESET ROADSIDE SIGN EA 202.0000 1,616.00 0.000 0 173 RELOCATE ROADSIDE SIGN EA 202.0000 1,212.00 0.000 0 174 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.8600 401.82 0.000 0 (0.063"-UNFRAMED) 175 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.5900 1,632.10 0.000 0 (0.063"-UFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 176 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.8500 1,970.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 177 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.1300 1,444.30 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 178 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.8900 1,263.99 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 179 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0500 2,878.50 0.000 0 180 ROADSIDE SIGN - ONE POST EA 303.0000 9,393.00 0.000 0 181 ROADSIDE SIGN - TWO POST EA 606.0000 4,848.00 0.000 0 182 INSTALL ROADSIDE SIGN PANEL ON EA 101.0000 1,616.00 0.000 0 EXISTING POST PROGRAM CAS145 PAGE 8 DATE 04/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A5704 TIME 01:16 PM ESTIMATE NO. 001 BID OPENING 12/05/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: GARRETT GRIFFITH DATE OF THIS ESTIMATE 04/27/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 183 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 29.2600 76,661.20 0.000 0 184 VEGETATION CONTROL (MINOR CONCRETE) SQYD 66.1100 113,709.20 0.000 0 185 CHAIN LINK RAILING (TYPE 6 MODIFIED) LF 178.7500 69,712.50 0.000 0 (F) (VINYL-CLAD) 186 CABLE RAILING LF 51.2500 2,255.00 0.000 0 (F) 187 TRANSITION RAILING (TYPE WB-31) EA 3,531.5000 14,126.00 0.000 0 188 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,783.7500 52,972.50 0.000 0 189 CALIFORNIA ST-70 BRIDGE RAIL (MODIFIED) LF 519.3000 372,857.40 0.000 0 (F) 190 CALIFORNIA ST-70B BRIDGE RAIL (MODIFIED) LF 519.3000 45,179.10 0.000 0 (F) 191 SALVAGE GUARDRAIL LF 4.0400 5,090.40 0.000 0 192 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0500 13,310.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 193 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7100 1,036.60 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 194 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7100 11,644.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 195 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0100 2,959.30 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 196 6" PERMANENT TAPE TRAFFIC STRIPE LF 2.8800 3,916.80 0.000 0 197 6" PERMANENT TAPE TRAFFIC STRIPE LF 2.8800 1,958.40 0.000 0 (BROKEN36-12) 198 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9100 84,812.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 199 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.9700 5,910.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 200 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 4,055.00 0.000 0 201 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 7,200.00 0.000 0 202 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.8800 1,590.80 0.000 0 203 MODIFYING EXISTING ELECTRICAL SYSTEM LS 36,780.0000 36,780.00 0.000 0 204 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 205 PORTABLE RADAR SPEED FEEDBACK SIGN LS 26,000.0000 26,000.00 0.000 0 SYSTEMS 206 LIGHTING SYSTEM LS 86,130.0000 86,130.00 0.000 0 207 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 208 ROADWAY EXCAVATION (UNSUITABLE MATERIAL) CY 23.0000 926,900.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 04/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A5704 TIME 01:16 PM ESTIMATE NO. 001 BID OPENING 12/05/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: GARRETT GRIFFITH DATE OF THIS ESTIMATE 04/27/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 539,301.85 539,301.85 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 539,301.85 539,301.85 209 MOBILIZATION LS 3,557,848.1900 3,557,848.19 0.000 0 ORIGINAL CONTRACT AMOUNT 35,578,481.92 TOTAL WORK COMPLETED 539,301.85 539,301.85 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 539,301.85 539,301.85 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 01/22/20 315 00/00/00 00/00/00 07/23/21 4 20 0 0 1% 1% PROGRESS IS SATISFACTORY GARRETT GRIFFITH RESIDENT ENGINEER PROGRAM CAS145 DATE 04/27/20