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 10/25/17 EST. NO. 008 TIME 02:26 PM R.E. NAME: INORI, DOUGLAS 04-235524 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 005 0006 21,298.89 E.W. @ F.A.(+) 051917 N 0005 0 21,298.89 TOTAL THIS ESTIMATE 220,114.69 TOTAL PREVIOUS ESTIMATE 241,413.58 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 10/25/17 EST. NO. 008 TIME 02:26 PM R.E. NAME: INORI, DOUGLAS 04-235524 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PILE ANOMALIES -3,500.00 006 0.00 -3,500.00 TOTAL DEDUCTIONS 0.00 -3,500.00 PROGRAM CAS145 PAGE 1 DATE 10/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235524 TIME 02:26 PM ESTIMATE NO. 008 BID OPENING 12/06/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 10/25/17 LOCATION RERUN PROGRESS ESTIMATE 04-SM-92-R11.0/R11.4 ----------------------- 04-SM-82-10.4/10.7 GHILOTTI CONSTRUCTION CO. IN SAN MATEO COUNTY IN SAN MATEO ON INC. ROUTE 92 FROM ALAMEDA DE LAS PULGAS 246 GHILOTTI AVENUE OVERCROSSING TO THE HAYWARD PARK SANTA ROSA CA 95407 OVERHEAD AND ON ROUTE 82 FROM WEST 20TH AVE TO 17TH AVE FED. AID NO. ACNH-X081(30E) INTERCHANGE IMPROVEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,800.0000 2,800.00 1.000 2,800 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,000.0000 6,000.00 0.250 1,500 003 TIME-RELATED OVERHEAD (LS) LS 450,000.0000 450,000.00 0.097 43,650.00 0.767 345,150 004 CONSTRUCTION AREA SIGNS LS 29,700.0000 29,700.00 0.050 1,485.00 0.750 22,275 005 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.171 25,650.00 0.670 100,500 006 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 1,830.00 210.000 630.00 546.000 1,638 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 18,000.00 2,375.000 1,187.50 24,486.000 12,243 009 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 1,050.00 20.000 700.00 40.000 1,400 010 TEMPORARY PAVEMENT MARKER EA 4.0000 3,240.00 63.000 252.00 303.000 1,212 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,000.0000 40,000.00 0.635 25,400 012 TEMPORARY RAILING (TYPE K) LF 10.0000 181,000.00 2,226.000 22,260.00 9,919.000 99,190 013 TEMPORARY CRASH CUSHION MODULE EA 150.0000 34,500.00 126.000 18,900 014 TEMPORARY ALTERNATIVE CRASH CUSHION EA 1,000.0000 25,000.00 8.000 8,000 015 JOB SITE MANAGEMENT LS 30,000.0000 30,000.00 0.635 19,050 016 PREPARE STORM WATER POLLUTION PREVENTION LS 1,800.0000 1,800.00 0.500 900 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 35,500.00 3.000 1,500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 4,600.00 0.000 0 019 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 020 TEMPORARY DEWATERING AND NON-STORMWATER LS 60,000.0000 60,000.00 0.764 45,840.00 1.000 60,000 DISCHARGE CONTROL SYSTEM 021 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 38,000.00 25,410.000 25,410 (BONDED FIBER MATRIX) 022 TEMPORARY COVER SQYD 4.0000 8,000.00 2,387.000 9,548.00 4,443.000 17,772 PROGRAM CAS145 PAGE 2 DATE 10/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235524 TIME 02:26 PM ESTIMATE NO. 008 BID OPENING 12/06/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 10/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 6,300.00 30.000 5,250 024 TEMPORARY FIBER ROLL LF 3.0000 33,000.00 1,036.000 3,108.00 3,436.000 10,308 025 TEMPORARY SILT FENCE LF 4.0000 8,000.00 125.000 500.00 5,025.000 20,100 026 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 12,000.00 3.000 9,000.00 16.000 48,000 027 STREET SWEEPING LS 5,000.0000 5,000.00 0.040 200.00 0.675 3,375 028 TEMPORARY CONCRETE WASHOUT LS 25,000.0000 25,000.00 0.200 5,000.00 0.835 20,875 029 TEMPORARY FENCE (TYPE ESA) LF 3.0000 9,180.00 2,897.000 8,691 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.8000 11,040.00 0.000 0 STRIPE (HAZARDOUS WASTE) 031 REMOVE IRRIGATION FACILITY LS 8,000.0000 8,000.00 1.000 8,000 032 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 14,400.00 150.000 60.00 4,604.000 1,841 033 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 1,220.00 0.000 0 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 9,450.00 243.000 121.50 4,073.000 2,036 035 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 3,000.00 144.000 432 036 REMOVE PAVEMENT MARKER EA 1.0000 2,100.00 350.000 350 037 REMOVE ROADSIDE SIGN EA 100.0000 6,600.00 3.000 300 038 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 1,295.0000 3,885.00 0.000 0 039 REMOVE SIGN STRUCTURE (EA) EA 8,500.0000 8,500.00 1.000 8,500 040 REMOVE SIGN PANEL AND REMOVABLE SIGN EA 1,200.0000 3,600.00 0.000 0 PANEL FRAME 041 REMOVE CULVERT (LF) LF 60.0000 40,200.00 8.000 480.00 63.000 3,780 042 REMOVE INLET EA 1,000.0000 13,000.00 4.000 4,000.00 4.000 4,000 043 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 25.0000 15,750.00 0.000 0 044 RELOCATE ROADSIDE SIGN (METAL POST) EA 300.0000 300.00 0.000 0 045 MODIFY INLET TO MANHOLE EA 4,000.0000 12,000.00 1.000 4,000.00 1.000 4,000 046 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 54,800.00 0.000 0 047 REMOVE CONCRETE (SQYD) SQYD 25.0000 23,000.00 660.330 16,508 048 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 25.0000 22,250.00 138.170 3,454.25 448.000 11,200 049 REMOVE CONCRETE ISLAND (PORTIONS) (SQYD) SQYD 25.0000 16,250.00 704.330 17,608 PROGRAM CAS145 PAGE 3 DATE 10/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235524 TIME 02:26 PM ESTIMATE NO. 008 BID OPENING 12/06/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 10/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE (CURB AND GUTTER) LF 10.0000 115,000.00 1,460.000 14,600.00 7,177.000 71,770 051 CLEARING AND GRUBBING (LS) LS 80,000.0000 80,000.00 1.000 80,000 052 ROADWAY EXCAVATION CY 50.0000 515,000.00 1,765.000 88,250.00 8,348.700 417,435 053 ROADWAY EXCAVATION (TYPE Z-2) CY 225.0000 591,750.00 630.000 141,750.00 880.000 198,000 (AERIALLY DEPOSITED LEAD) 054 STRUCTURE EXCAVATION (RETAINING WALL) CY 45.0000 174,600.00 3,880.000 174,600 (F) 055 SAND BEDDING CY 200.0000 800.00 0.000 0 056 STRUCTURE BACKFILL (RETAINING WALL) CY 85.0000 383,010.00 2,382.000 202,470.00 4,506.000 383,010 (F) 057 PERVIOUS BACKFILL MATERIAL (RETAINING CY 85.0000 28,900.00 185.000 15,725.00 340.000 28,900 (F) WALL) 058 DITCH EXCAVATION CY 100.0000 14,000.00 0.000 0 059 IMPORTED BORROW (CY) CY 1.0000 8,240.00 4,071.000 4,071.00 4,869.000 4,869 060 ROADSIDE CLEARING LS 2,000.0000 2,000.00 0.000 0 061 RELOCATE WATER METER EA 9,000.0000 27,000.00 0.000 0 062 MAINTAIN EXISTING PLANTED AREAS LS 18,000.0000 18,000.00 0.000 0 063 DECOMPOSED GRANITE SQFT 15.0000 4,650.00 0.000 0 064 EDGING LF 15.0000 2,400.00 0.000 0 065 24-32 STATION IRRIGATION CONTROLLER EA 15,000.0000 30,000.00 0.000 0 (PEDESTAL MOUNTED) 066 2" BACKFLOW PREVENTER ASSEMBLY EA 4,600.0000 18,400.00 0.000 0 067 BACKFLOW PREVENTER ENCLOSURE EA 3,000.0000 12,000.00 0.000 0 068 2" PLASTIC PIPE (SCHEDULE 40) LF 25.0000 1,000.00 0.000 0 (F) (SUPPLY LINE) 069 4" PLASTIC PIPE (SCHEDULE 40) LF 25.0000 13,000.00 0.000 0 (F) (SUPPLY LINE) 070 8" CORRUGATED HIGH DENSITY LF 85.0000 33,150.00 119.000 10,115.00 179.000 15,215 POLYETHYLENE PIPE CONDUIT 071 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.7100 62,977.00 11,300.000 8,023 072 HYDROMULCH SQFT 0.0400 13,560.00 11,300.000 452 073 FIBER ROLLS LF 3.3500 21,339.50 975.000 3,266 074 COMPOST SOCK LF 7.5000 3,975.00 0.000 0 075 HYDROSEED SQFT 0.0800 27,120.00 0.000 0 076 COMPOST SQFT 0.2200 74,580.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 10/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235524 TIME 02:26 PM ESTIMATE NO. 008 BID OPENING 12/06/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 10/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 INCORPORATE MATERIALS SQFT 0.0800 6,768.00 0.000 0 078 CLASS 2 AGGREGATE BASE (CY) CY 125.0000 45,000.00 106.000 13,250.00 106.000 13,250 079 HOT MIX ASPHALT (TYPE A) TON 100.0000 1,560,000.00 5,066.110 506,611.00 7,322.030 732,203 080 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 130.0000 484,900.00 0.000 0 081 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.4500 7,003.50 0.000 0 082 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.4500 739.50 0.000 0 083 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.4500 2,160.50 0.000 0 084 PLACE HOT MIX ASPHALT SQYD 75.0000 675.00 0.000 0 (MISCELLANEOUS AREA) 085 TACK COAT TON 930.2900 65,120.30 2.000 1,860.58 2.500 2,325 086 JOINTED PLAIN CONCRETE PAVEMENT CY 550.0000 71,500.00 0.000 0 (RSC) 087 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 97.7400 216,982.80 1,008.000 98,521 088 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 114.1600 1,385,331.60 12,135.000 1,385,331 089 36" CAST-IN-DRILLED-HOLE CONCRETE LF 850.0000 22,100.00 0.000 0 PILE (SIGN FOUNDATION) 090 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,150.0000 28,750.00 0.000 0 PILE (SIGN FOUNDATION) 091 STRUCTURAL CONCRETE, RETAINING WALL CY 800.0000 1,144,000.00 75.500 60,400.00 1,430.000 1,144,000 (F) 092 MINOR CONCRETE (MINOR STRUCTURE) CY 2,000.0000 100,000.00 6.200 12,400.00 7.800 15,600 (F) 093 FRACTURED RIB TEXTURE SQFT 10.0000 136,350.00 528.000 5,280.00 13,635.000 136,350 (F) 094 BAR REINFORCING STEEL LB 1.0000 14,400.00 0.000 0 (F) 095 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 565,200.00 565,200.000 565,200 (F) 096 HEADED BAR REINFORCEMENT EA 17.2000 33,540.00 1,950.000 33,540 (F) 097 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 5.0000 66,500.00 0.000 0 (F) 098 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.8000 10,640.00 0.000 0 (F) 099 FURNISH SIGN STRUCTURE (TRUSS) LB 3.5000 68,600.00 0.000 0 100 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 5,880.00 0.000 0 (F) 101 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 6.5000 11,505.00 0.000 0 (F) WITHOUT WALKWAY) 102 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 5.8000 10,266.00 0.000 0 (F) WITHOUT WALKWAY) 103 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 22.0000 18,480.00 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 10/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235524 TIME 02:26 PM ESTIMATE NO. 008 BID OPENING 12/06/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 10/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 28.0000 9,240.00 0.000 0 (F) 105 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 5,100.00 0.000 0 (0.063"-UNFRAMED) 106 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 7,500.00 0.000 0 (0.080"-UNFRAMED) 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 990.00 0.000 0 (0.063"-FRAMED) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 6,820.00 0.000 0 (0.080"-FRAMED) 109 ROADSIDE SIGN - ONE POST EA 275.0000 12,650.00 0.000 0 110 ROADSIDE SIGN - TWO POST EA 400.0000 2,400.00 0.000 0 111 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 300.00 0.000 0 METHOD) 112 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 113 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 9.0000 5,130.00 0.000 0 114 INSTALL ROADSIDE SIGN EA 1,500.0000 3,000.00 0.000 0 (LAMINATED WOOD BOX POST) 115 SOUND WALL (MASONRY BLOCK) SQFT 20.0100 119,499.72 5,972.000 119,499 (F) 116 ANTI-GRAFFITI COATING SQFT 0.7500 14,705.25 0.000 0 (F) 117 12" TEMPORARY CULVERT LF 100.0000 5,200.00 0.000 0 118 15" REINFORCED CONCRETE PIPE LF 125.0000 75,000.00 120.000 15,000.00 120.000 15,000 119 18" REINFORCED CONCRETE PIPE LF 125.0000 101,250.00 192.000 24,000.00 192.000 24,000 120 24" REINFORCED CONCRETE PIPE LF 150.0000 5,400.00 0.000 0 121 30" REINFORCED CONCRETE PIPE LF 175.0000 19,250.00 0.000 0 122 ROCK SLOPE PROTECTION CY 450.0000 900.00 0.000 0 (F) (NO. 3, METHOD B) (CY) 123 CONCRETE (DITCH LINING) CY 700.0000 5,600.00 0.000 0 124 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 60.00 0.000 0 125 DETECTABLE WARNING SURFACE SQFT 25.0000 4,000.00 0.000 0 126 MINOR CONCRETE (MISCELLANEOUS CY 1,100.0000 8,800.00 0.000 0 CONSTRUCTION) 127 MINOR CONCRETE (CURB AND GUTTER) CY 450.0000 54,000.00 23.000 10,350.00 23.000 10,350 128 MINOR CONCRETE (ISLAND PAVING) CY 500.0000 10,000.00 0.000 0 129 MINOR CONCRETE (BRUSHED CONCRETE) SQFT 6.0000 43,980.00 0.000 0 130 MINOR CONCRETE (SIDEWALK) CY 400.0000 96,000.00 47.500 19,000.00 47.500 19,000 PROGRAM CAS145 PAGE 6 DATE 10/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235524 TIME 02:26 PM ESTIMATE NO. 008 BID OPENING 12/06/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 10/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MINOR CONCRETE (CURB RAMP) CY 1,500.0000 12,000.00 0.000 0 132 INTERLOCKING CONCRETE PAVERS SQFT 23.0000 14,030.00 0.000 0 133 MISCELLANEOUS IRON AND STEEL LB 2.0000 19,460.00 1,130.000 2,260.00 1,369.000 2,738 (F) 134 MANHOLE FRAME AND COVER EA 750.0000 3,750.00 2.000 1,500.00 2.000 1,500 135 LIGHTING (CITY STREET-EL CAMINO) LS 380,000.0000 380,000.00 0.350 133,000.00 0.350 133,000 136 TEMPORARY FENCE (TYPE CL-6) LF 18.0000 26,100.00 0.000 0 137 MIDWEST GUARDRAIL SYSTEM LF 24.0000 37,200.00 0.000 0 138 TRANSITION RAILING (TYPE WB-31) EA 4,500.0000 18,000.00 0.000 0 139 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,500.0000 7,500.00 0.000 0 140 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 6,000.00 0.000 0 141 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,750.0000 13,750.00 0.000 0 142 SMART CRASH CUSHION (SCI 70-GM) EA 43,250.0000 86,500.00 2.000 86,500 143 CONCRETE BARRIER (TYPE 60) LF 165.0000 28,050.00 164.000 27,060 144 CONCRETE BARRIER (TYPE 60C) LF 165.0000 82,500.00 201.000 33,165.00 201.000 33,165 145 CONCRETE BARRIER (TYPE 60R) LF 400.0000 76,000.00 184.000 73,600 146 CONCRETE BARRIER (TYPE 736A) LF 100.0000 76,300.00 453.000 45,300.00 763.000 76,300 (F) 147 CONCRETE BARRIER (TYPE 736S MODIFIED) LF 120.0000 43,200.00 360.000 43,200 (F) 148 CONCRETE BARRIER (TYPE 736SV MODIFIED) LF 420.0000 200,340.00 167.000 70,140 (F) 149 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 17,400.00 0.000 0 150 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 1,016.00 0.000 0 151 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,610.00 0.000 0 152 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 980.00 0.000 0 (BROKEN 8-4) 153 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 864.00 0.000 0 (BROKEN 12-3) 154 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 11,600.00 0.000 0 155 GREEN COLOR SURFACE MARKING SQFT 12.0000 28,680.00 0.000 0 156 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 450.00 0.000 0 (BROKEN 17-7) 157 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 800.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 10/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235524 TIME 02:26 PM ESTIMATE NO. 008 BID OPENING 12/06/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 10/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 3,920.00 0.000 0 159 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.670 1,675.00 0.670 1,675 SYSTEM ELEMENTS DURING CONSTRUCTION 160 SIGNAL AND LIGHTING (LOCATION 1) LS 444,500.0000 444,500.00 0.100 44,450.00 0.100 44,450 161 SIGNAL AND LIGHTING (LOCATION 2) LS 453,000.0000 453,000.00 0.000 0 162 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 122,500.0000 122,500.00 0.173 21,192.50 0.740 90,650 163 LIGHTING LS 292,600.0000 292,600.00 0.270 79,002.00 0.270 79,002 164 LIGHTING (CITY STREET) LS 304,200.0000 304,200.00 0.200 60,840.00 0.200 60,840 165 LIGHTING (STAGE CONSTRUCTION) LS 168,100.0000 168,100.00 0.417 70,097.70 0.900 151,290 166 RAMP METERING SYSTEM LS 278,800.0000 278,800.00 0.150 41,820.00 0.150 41,820 PROGRAM CAS145 PAGE 8 DATE 10/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235524 TIME 02:26 PM ESTIMATE NO. 008 BID OPENING 12/06/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 10/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,860,561.03 7,676,637.82 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 21,298.89 241,413.58 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,881,859.92 7,918,051.40 167 MOBILIZATION LS 1,420,000.0000 1,420,000.00 0.050 71,000.00 1.000 1,420,000 ORIGINAL CONTRACT AMOUNT 15,154,663.67 TOTAL WORK COMPLETED 1,952,859.92 9,338,051.40 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -3,500.00 TOTAL 1,952,859.92 9,334,551.40 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 02/14/17 150 03/16/17 04/10/17 03/15/18 115 21 0 0 60% 77% PROGRESS UNSATISFACTORY INORI, DOUGLAS RESIDENT ENGINEER PROGRAM CAS145 DATE 10/25/17