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 06/17/19 EST. NO. 015 TIME 01:02 PM R.E. NAME: STREATER, HAL 04-2640N4 --------------------------------------------------------------------------- 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 0065 311.80 E.W. @ F.A.(+) 050119 N 0297.0 0068 2,002.97 040919 N 0305.0 007 0027 1,614.89 E.W. @ F.A.(+) 050119 N 0296.0 010 0001 113,577.52 A.C. @ L.S.(+) 042619 N 0293.0 117,507.18 TOTAL THIS ESTIMATE 2,020,407.89 TOTAL PREVIOUS ESTIMATE 2,137,915.07 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 06/17/19 EST. NO. 015 TIME 01:02 PM R.E. NAME: STREATER, HAL 04-2640N4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/17/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640N4 TIME 01:02 PM ESTIMATE NO. 015 BID OPENING 03/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 06/17/19 LOCATION PROGRESS ESTIMATE 04-SON-101-0.0/4.5 ----------------- 04-MRN-101-27.0/27.6 GHILOTTI CONSTRUCTION CO. IN SONOMA COUNTY, FROM THE MARIN/ INC. SONOMA COUNTY LINE TO PETALUMA BLVD 246 GHILOTTI AVENUE SOUTH INTERCHANGE SANTA ROSA CA 95407 FED. AID NO. PL16-6204(127) CONSTRUCT HOV LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,285.0000 2,285.00 0.500 1,142 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.020 200.00 0.330 3,300 003 TIME-RELATED OVERHEAD (LS) LS 960,000.0000 960,000.00 0.039 37,440.00 0.807 774,720 004 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.039 780.00 0.807 16,140 005 CONSTRUCTION AREA SIGNS LS 26,500.0000 26,500.00 0.700 18,550 006 TRAFFIC CONTROL SYSTEM LS 388,000.0000 388,000.00 0.039 15,132.00 0.807 313,116 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 18.5000 3,330.00 27.300 505 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 76,000.00 129,928.000 64,964 009 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 21,700.00 51.000 1,785 010 TEMPORARY PAVEMENT MARKER EA 5.0000 23,800.00 2,191.000 10,955 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,000.0000 40,000.00 0.039 1,560.00 0.807 32,280 012 TEMPORARY RAILING (TYPE K) LF 9.0000 639,000.00 52,792.000 475,128 013 TEMPORARY CRASH CUSHION MODULE EA 100.0000 13,000.00 0.000 0 014 TEMPORARY ALTERNATIVE CRASH CUSHION EA 2,750.0000 63,250.00 39.000 107,250 015 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 0.039 780.00 0.807 16,140 016 TEMPORARY CREEK DIVERSION SYSTEM LS 65,000.0000 65,000.00 0.500 32,500 017 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.500 1,000 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 40,000.00 21.000 10,500 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 16,000.00 27.000 10,800 020 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 021 MOVE-IN/MOVE-OUT EA 500.0000 5,000.00 3.000 1,500 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 0.8500 32,215.00 40,544.670 34,462 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 06/17/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640N4 TIME 01:02 PM ESTIMATE NO. 015 BID OPENING 03/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 06/17/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY COVER SQYD 10.0000 5,400.00 11,451.450 114,514 024 TEMPORARY CHECK DAM LF 10.0000 50,000.00 1,080.500 10,805 025 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 16,250.00 141.000 17,625 026 TEMPORARY FIBER ROLL LF 3.0000 86,700.00 70.000 210.00 7,947.000 23,841 027 TEMPORARY SILT FENCE LF 3.0000 27,720.00 2,726.000 8,178 028 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 35,000.00 15.000 52,500 029 STREET SWEEPING LS 50,000.0000 50,000.00 0.039 1,950.00 0.807 40,350 030 TEMPORARY CONCRETE WASHOUT LS 20,000.0000 20,000.00 0.660 13,200 031 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 350.0000 73,500.00 87.000 30,450 032 WATER QUALITY MONITORING REPORT EA 350.0000 1,750.00 5.000 1,750 033 WATER QUALITY ANNUAL REPORT EA 350.0000 1,400.00 0.000 0 034 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.2500 60,000.00 2,625.000 3,281 STRIPE (HAZARDOUS WASTE) 035 ADL BURIAL LOCATION REPORT LS 3,000.0000 3,000.00 0.000 0 036 TREATED WOOD WASTE LB 0.1100 3,487.00 731.000 80.41 69,794.000 7,677 037 NOISE MONITORING LS 1,000.0000 1,000.00 0.039 39.00 0.807 807 038 REMOVE CONCRETE (CY) CY 250.0000 77,500.00 245.000 61,250 039 TEMPORARY HIGH-VISIBILITY FENCE LF 4.0000 37,000.00 1,635.000 6,540 040 CLEARING AND GRUBBING (LS) LS 104,000.0000 104,000.00 0.850 88,400 041 ROADWAY EXCAVATION CY 28.0000 2,349,200.00 66,667.160 1,866,680 042 ROADWAY EXCAVATION (TYPE Y-1) CY 55.0000 168,850.00 2,180.250 119,913 (AERIALLY DEPOSITED LEAD) 043 STRUCTURE EXCAVATION (TYPE D) CY 60.0000 339,300.00 1,645.000 98,700.00 6,587.000 395,220 (F) 044 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 185,700.00 6,237.000 187,110 (F) 045 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 80.0000 26,080.00 326.000 26,080 (F) 046 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 40.0000 26,400.00 0.000 0 (F) 047 STRUCTURE BACKFILL (SLURRY CEMENT) CY 200.0000 1,200.00 0.000 0 (F) 048 STRUCTURE BACKFILL (RETAINING WALL) CY 50.0000 353,000.00 6,030.000 301,500 (F) 049 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 200.0000 7,400.00 0.000 0 (F) PROGRAM CAS145 PAGE 3 DATE 06/17/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640N4 TIME 01:02 PM ESTIMATE NO. 015 BID OPENING 03/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 06/17/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 200.0000 8,000.00 40.000 8,000 (F) 051 PERVIOUS BACKFILL MATERIAL (RETAINING CY 65.0000 26,000.00 313.000 20,345 (F) WALL) 052 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 360.0000 47,520.00 132.000 47,520 (F) 053 CONCRETE BACKFILL CY 275.0000 23,100.00 55.100 15,152 (F) 054 LEAN CONCRETE BACKFILL CY 393.0000 33,405.00 85.000 33,405 (F) 055 ROADSIDE CLEARING LS 1,700.0000 1,700.00 0.000 0 056 PRUNE EXISTING PLANTS LS 5,000.0000 5,000.00 0.000 0 057 IRON SULFATE (LB) LB 8.7500 21.00 0.000 0 058 SOIL AMENDMENT CY 50.0000 6,000.00 0.000 0 059 PACKET FERTILIZER EA 1.0000 470.00 0.000 0 060 SLOW-RELEASE FERTILIZER LB 3.5000 196.00 0.000 0 061 PLANT (GROUP I) EA 40.0000 3,520.00 0.000 0 062 PLANT (GROUP B) EA 45.0000 2,565.00 0.000 0 063 MAINTAIN EXISTING PLANTED AREAS LS 5,181.0000 5,181.00 0.000 0 064 PLANT ESTABLISHMENT WORK LS 21,329.0000 21,329.00 0.000 0 065 WOOD MULCH CY 35.0000 37,450.00 0.000 0 066 FOLIAGE PROTECTOR EA 40.0000 3,640.00 0.000 0 067 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 068 2" WYE STRAINER ASSEMBLY EA 550.0000 1,100.00 0.000 0 069 RISER SPRINKLER ASSEMBLY EA 25.0000 3,750.00 0.000 0 070 CAM COUPLER ASSEMBLY EA 650.0000 1,300.00 0.000 0 071 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.0000 3,850.00 0.000 0 (F) LINE) 072 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 8.0000 10,128.00 0.000 0 (F) LINE) 073 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 9.0000 3,960.00 0.000 0 (F) (SUPPLY LINE) 074 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 10.0000 43,500.00 0.000 0 (F) (SUPPLY LINE) 075 2" PLASTIC PIPE (CLASS 315) LF 11.0000 220.00 0.000 0 (F) (SUPPLY LINE) 076 QUICK COUPLING VALVE EA 300.0000 600.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 06/17/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640N4 TIME 01:02 PM ESTIMATE NO. 015 BID OPENING 03/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 06/17/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BALL VALVE EA 400.0000 2,000.00 0.000 0 078 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 3,000.00 0.000 0 079 IMPORTED BIOFILTRATION TOPSOIL CY 70.0000 119,000.00 0.000 0 080 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5800 13,804.00 0.000 0 081 HYDROMULCH SQFT 0.0200 10,960.00 0.000 0 082 FIBER ROLLS LF 2.6000 57,200.00 0.000 0 083 STRAW SQFT 0.0500 19,600.00 0.000 0 084 HYDROSEED SQFT 0.0900 37,350.00 0.000 0 085 COMPOST (CY) CY 31.2800 40,351.20 0.000 0 086 INCORPORATE MATERIALS SQFT 0.0500 19,600.00 0.000 0 087 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 088 CLASS 2 AGGREGATE BASE (CY) CY 175.0000 49,000.00 8,254.270 1,444,497 089 LEAN CONCRETE BASE CY 150.0000 2,790,000.00 0.000 0 090 HOT MIX ASPHALT (TYPE A) TON 65.0000 2,138,500.00 20,267.780 1,317,405 091 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 100.0000 1,020,000.00 0.000 0 092 HOT MIX ASPHALT-OPEN GRADED TON 100.0000 443,000.00 0.000 0 (OPEN GRADED FRICTION COURSE) 093 DATA CORE LS 2,500.0000 2,500.00 0.000 0 094 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.3000 144.90 0.000 0 095 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.3000 6,141.00 0.000 0 096 PLACE HOT MIX ASPHALT SQYD 65.0000 715.00 0.000 0 (MISCELLANEOUS AREA) 097 TACK COAT TON 4,000.0000 140,000.00 19.770 79,080 098 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 15.0000 65,100.00 889.000 13,335 099 REMOVE BASE AND SURFACING CY 4.0000 23,680.00 419.000 1,676.00 1,182.860 4,731 100 REMOVE CONCRETE PAVEMENT (CY) CY 27.0000 242,460.00 2,349.000 63,423.00 8,584.520 231,782 101 SOIL NAIL LF 35.0000 217,000.00 40.000 1,400.00 40.000 1,400 102 STEEL SOLDIER PILE (HP 14 X 102) LF 95.0000 117,800.00 1,240.000 117,800 103 30" DRILLED HOLE LF 88.0000 109,120.00 1,240.000 109,120 PROGRAM CAS145 PAGE 5 DATE 06/17/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640N4 TIME 01:02 PM ESTIMATE NO. 015 BID OPENING 03/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 06/17/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,500.0000 37,500.00 0.000 0 PILE (SIGN FOUNDATION) 105 STRUCTURAL CONCRETE, RETAINING WALL CY 650.0000 2,124,200.00 2,465.000 1,602,250 (F) 106 STRUCTURAL CONCRETE, BOX CULVERT CY 1,300.0000 244,400.00 138.000 179,400 (F) 107 STRUCTURAL CONCRETE, HEADWALL CY 2,200.0000 15,400.00 0.000 0 (F) 108 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 410,000.00 80.600 201,500 (F) 109 MINOR CONCRETE (BACKFILL) CY 350.0000 17,850.00 43.900 15,365 (F) 110 FRACTURED RIB TEXTURE SQFT 12.0000 110,952.00 5,608.000 67,296 (F) 111 PRECAST CONCRETE LAGGING SQFT 40.0000 83,400.00 2,084.932 83,397 (F) 112 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 415,760.00 354,568.340 354,568 (F) 113 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 49,752.00 34,000.000 34,000 (F) 114 BAR REINFORCING STEEL (HEADWALL) LB 2.0000 800.00 0.000 0 115 STRUCTURAL SHOTCRETE CY 540.0000 41,580.00 0.000 0 (F) 116 RELOCATE SIGN STRUCTURE EA 4,500.0000 4,500.00 0.000 0 117 CLEAN AND PAINT STEEL SOLDIER PILING LS 25,000.0000 25,000.00 1.000 25,000 118 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 10.0000 6,600.00 0.000 0 119 REMOVE RETAINING WALL (PORTION) (CY) CY 450.0000 31,500.00 91.870 41,341 120 18" ALTERNATIVE PIPE CULVERT LF 100.0000 273,000.00 2,477.000 247,700 121 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 100.0000 180,000.00 1,212.100 121,210 122 30" ALTERNATIVE PIPE CULVERT LF 200.0000 2,000.00 0.000 0 123 36" ALTERNATIVE PIPE CULVERT (TYPE B) LF 200.0000 210,000.00 603.000 120,600 124 48" ALTERNATIVE PIPE CULVERT LF 300.0000 4,200.00 0.000 0 125 60" ALTERNATIVE PIPE CULVERT LF 320.0000 99,200.00 0.000 0 126 CONCRETE BACKFILL(RAPID STRENGTH CY 1,000.0000 15,000.00 7.000 7,000 CONCRETE) 127 6" PLASTIC PIPE LF 55.0000 9,900.00 46.000 2,530 128 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 35.0000 78,750.00 0.000 0 129 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 35.0000 59,500.00 160.000 5,600 130 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 100.0000 7,300.00 0.000 0 (.064" THICK) PROGRAM CAS145 PAGE 6 DATE 06/17/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640N4 TIME 01:02 PM ESTIMATE NO. 015 BID OPENING 03/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 06/17/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 24" PLASTIC PIPE DOWNDRAIN LF 125.0000 9,750.00 0.000 0 132 DRAINAGE INLET MARKER EA 40.0000 2,480.00 0.000 0 133 18" ALTERNATIVE FLARED END SECTION EA 600.0000 4,800.00 0.000 0 134 36" ALTERNATIVE FLARED END SECTION EA 1,500.0000 1,500.00 1.000 1,500 135 INLET DEPRESSION EA 1,500.0000 15,000.00 0.000 0 136 ABANDON CULVERT (LF) LF 50.0000 29,000.00 352.000 17,600 137 ABANDON INLET EA 1,000.0000 1,000.00 0.000 0 138 REMOVE PIPE (LF) LF 25.0000 82,500.00 131.000 3,275.00 2,910.000 72,750 139 REMOVE INLET EA 1,300.0000 33,800.00 2.000 2,600.00 22.000 28,600 140 REMOVE HEADWALL EA 2,000.0000 4,000.00 1.000 2,000.00 2.000 4,000 141 REMOVE MANHOLE EA 2,000.0000 2,000.00 0.000 0 142 REMOVE FLARED END SECTION (EA) EA 175.0000 1,400.00 1.000 175.00 4.000 700 143 ADJUST INLET EA 2,200.0000 28,600.00 0.000 0 144 ADJUST MANHOLE EA 1,000.0000 1,000.00 0.000 0 145 CAP INLET EA 1,500.0000 25,500.00 12.000 18,000 146 ROCK SLOPE PROTECTION CY 200.0000 46,400.00 25.100 5,020 (F) (LIGHT, METHOD B) (CY) 147 CONCRETE (DITCH LINING) CY 1,000.0000 9,000.00 8.200 8,200 148 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 1,060.00 55.700 111 149 MINOR CONCRETE (GUTTER) (LF) LF 50.0000 57,400.00 658.000 32,900 150 MINOR CONCRETE (MISCELLANEOUS CY 1,000.0000 8,000.00 0.000 0 CONSTRUCTION) 151 MINOR CONCRETE (TEXTURED PAVING) CY 500.0000 80,000.00 0.000 0 152 MISCELLANEOUS IRON AND STEEL LB 2.0000 56,220.00 15,650.000 31,300 (F) 153 PREPARE AND PAINT CONCRETE SQFT 20.0000 1,660.00 0.000 0 154 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 17.0000 68,000.00 0.000 0 155 CHAIN LINK FENCE (TYPE CL-6) LF 19.0000 27,740.00 0.000 0 156 12' CHAIN LINK GATE (TYPE CL-6) EA 1,200.0000 1,200.00 0.000 0 157 REMOVE CHAIN LINK FENCE LF 5.0000 19,900.00 3,812.000 19,060 PROGRAM CAS145 PAGE 7 DATE 06/17/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640N4 TIME 01:02 PM ESTIMATE NO. 015 BID OPENING 03/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 06/17/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 REMOVE PAVEMENT MARKER EA 1.0000 6,740.00 2,505.000 2,505 159 DELINEATOR (CLASS 1) EA 35.0000 1,050.00 0.000 0 160 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 13,770.00 0.000 0 161 OBJECT MARKER (TYPE P) EA 50.0000 2,150.00 18.000 900 162 OBJECT MARKER (TYPE L-1) EA 40.0000 80.00 0.000 0 163 SPECIAL MARKER EA 40.0000 800.00 0.000 0 164 REMOVE ROADSIDE SIGN EA 100.0000 800.00 0.000 0 165 REMOVE ROADSIDE SIGN PANEL EA 50.0000 1,250.00 0.000 0 166 REMOVE SIGN PANEL EA 100.0000 100.00 0.000 0 167 RESET ROADSIDE SIGN EA 200.0000 400.00 0.000 0 168 RELOCATE ROADSIDE SIGN-ONE POST EA 200.0000 1,600.00 0.000 0 169 RELOCATE ROADSIDE SIGN-TWO POST EA 250.0000 1,000.00 0.000 0 170 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 17.0000 6,800.00 0.000 0 171 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.2500 13,352.50 0.000 0 (0.063"-UNFRAMED) 172 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.2500 2,385.00 0.000 0 (0.080"-UNFRAMED) 173 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.7500 6,912.50 0.000 0 (0.080"-FRAMED) 174 METAL (BARRIER MOUNTED SIGN) LB 9.0000 23,400.00 0.000 0 175 ROADSIDE SIGN - ONE POST EA 285.0000 5,130.00 0.000 0 176 ROADSIDE SIGN - TWO POST EA 400.0000 800.00 0.000 0 177 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 640.00 0.000 0 METHOD) 178 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 4,100.00 0.000 0 EXISTING POST 179 INSTALL ROADSIDE SIGN EA 1,200.0000 1,200.00 0.000 0 (LAMINATED WOOD BOX POST) 180 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 24.0000 72,480.00 0.000 0 181 VEGETATION CONTROL (MINOR CONCRETE) SQYD 85.0000 167,450.00 0.000 0 182 DOUBLE THRIE BEAM BARRIER LF 43.0000 37,840.00 0.000 0 183 TRANSITION RAILING (TYPE WB-31) EA 3,500.0000 3,500.00 0.000 0 184 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 1,500.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 06/17/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640N4 TIME 01:02 PM ESTIMATE NO. 015 BID OPENING 03/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 06/17/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 3,500.00 0.000 0 186 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 2,500.00 0.000 0 187 ALTERNATIVE CRASH CUSHION SYSTEM EA 30,000.0000 150,000.00 0.000 0 188 CONCRETE BARRIER (TYPE 60P) LF 600.0000 66,000.00 0.000 0 189 CONCRETE BARRIER (TYPE 60) LF 60.0000 420,600.00 0.000 0 190 CONCRETE BARRIER (TYPE 60C) LF 150.0000 166,500.00 0.000 0 191 CONCRETE BARRIER (TYPE 60D) LF 70.0000 149,100.00 0.000 0 192 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 115.0000 86,825.00 0.000 0 193 CONCRETE BARRIER (TYPE 736A) LF 105.0000 289,380.00 1,943.000 204,015 (F) 194 CONCRETE BARRIER (TYPE 736B) LF 2,000.0000 10,000.00 0.000 0 (F) 195 REMOVE GUARDRAIL LF 2.5000 9,400.00 225.000 562.50 3,884.500 9,711 196 REMOVE DOUBLE THRIE BEAM BARRIER LF 4.5500 16,971.50 1,912.000 8,699 197 REMOVE CONCRETE BARRIER LF 15.0000 75,750.00 3,128.000 46,920 198 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 199 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 200 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 201 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 202 PAINT PAVEMENT MARKING (2-COAT) SQFT 5.7500 3,507.50 0.000 0 203 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 204 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 4,635.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 205 6" THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 23,520.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN BLACK 18-12) 206 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 35,350.00 19,224.000 9,612 207 REMOVE PAINTED PAVEMENT MARKING SQFT 2.2500 360.00 9.300 20 208 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 8,850.00 23,077.000 11,538 209 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 31,200.00 165.000 330 210 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,000.0000 4,000.00 0.500 2,000 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 9 DATE 06/17/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640N4 TIME 01:02 PM ESTIMATE NO. 015 BID OPENING 03/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 06/17/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 TEMPORARY RAMP METERING SYSTEM LS 300,000.0000 300,000.00 0.000 0 212 TEMPORARY TRAFFIC MONITORING STATION LS 115,000.0000 115,000.00 0.000 0 SYSTEM 213 TEMPORARY LIGHTING SYSTEM LS 250,000.0000 250,000.00 0.230 57,500 214 MODIFYING EXISTING ELECTRICAL SYSTEM LS 531,000.0000 531,000.00 0.400 212,400 215 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 216 CLASS 2 AGGREGATE SUBBASE CY 40.0000 1,684,000.00 26,034.540 1,041,381 217 THERMOPLASTIC PAVEMENT MARKING SQFT 8.7500 16,187.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 218 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 120.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 219 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,100.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 220 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 49,575.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 221 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9500 80,370.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 10 DATE 06/17/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640N4 TIME 01:02 PM ESTIMATE NO. 015 BID OPENING 03/07/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: STREATER, HAL DATE OF THIS ESTIMATE 06/17/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 231,982.91 13,704,019.17 ADJUSTMENT OF COMPENSATION 113,577.52 434,775.86 EXTRA WORK 3,929.66 1,703,139.21 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 349,490.09 15,841,934.24 222 MOBILIZATION LS 2,500,000.0000 2,500,000.00 1.000 2,500,000 ORIGINAL CONTRACT AMOUNT 27,204,933.60 TOTAL WORK COMPLETED 349,490.09 18,341,934.24 MATERIALS ON HAND ON SITE 80,923.43 DEDUCTIONS 0.00 0.00 TOTAL 349,490.09 18,422,857.67 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 04/27/18 175 07/17/18 06/18/18 01/31/19 76 197 0 0 61% 43% PROGRESS IS SATISFACTORY STREATER, HAL RESIDENT ENGINEER PROGRAM CAS145 DATE 06/17/19