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 02/26/18 EST. NO. 012 TIME 09:42 AM 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 --------------------------------------------------------------------------- 001 0082 3,023.55 E.W. @ F.A.(+) 102617 N 0109.0 3,023.55 TOTAL THIS ESTIMATE 336,152.03 TOTAL PREVIOUS ESTIMATE 339,175.58 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 02/26/18 EST. NO. 012 TIME 09:42 AM 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 02/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235524 TIME 09:42 AM ESTIMATE NO. 012 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 02/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 02/26/18 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 0.130 780.00 0.930 5,580 003 TIME-RELATED OVERHEAD (LS) LS 450,000.0000 450,000.00 0.050 22,500.00 0.930 418,500 004 CONSTRUCTION AREA SIGNS LS 29,700.0000 29,700.00 0.750 22,275 005 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.050 7,500.00 0.970 145,500 006 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 1,830.00 1,464.000 4,392 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 18,000.00 9,825.000 4,912.50 54,925.000 27,462 009 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 1,050.00 40.000 1,400 010 TEMPORARY PAVEMENT MARKER EA 4.0000 3,240.00 454.000 1,816 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,000.0000 40,000.00 0.030 1,200.00 0.930 37,200 012 TEMPORARY RAILING (TYPE K) LF 10.0000 181,000.00 500.000 5,000.00 14,059.000 140,590 013 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 1.000 1,000.00 17.000 17,000 015 JOB SITE MANAGEMENT LS 30,000.0000 30,000.00 0.040 1,200.00 0.950 28,500 016 PREPARE STORM WATER POLLUTION PREVENTION LS 1,800.0000 1,800.00 0.040 72.00 0.950 1,710 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 35,500.00 10.000 5,000 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 4,600.00 2.000 200 019 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 1.000 60,000 DISCHARGE CONTROL SYSTEM 021 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 38,000.00 32,910.000 32,910 (BONDED FIBER MATRIX) 022 TEMPORARY COVER SQYD 4.0000 8,000.00 556.000 2,224.00 9,869.000 39,476 PROGRAM CAS145 PAGE 2 DATE 02/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235524 TIME 09:42 AM ESTIMATE NO. 012 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 02/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 02/26/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 525.00 43.000 7,525 024 TEMPORARY FIBER ROLL LF 3.0000 33,000.00 4,336.000 13,008 025 TEMPORARY SILT FENCE LF 4.0000 8,000.00 275.000 1,100.00 12,100.000 48,400 026 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 12,000.00 33.000 99,000 027 STREET SWEEPING LS 5,000.0000 5,000.00 0.040 200.00 0.940 4,700 028 TEMPORARY CONCRETE WASHOUT LS 25,000.0000 25,000.00 0.090 2,250.00 0.990 24,750 029 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 9,841.000 3,936 033 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 1,220.00 0.000 0 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 9,450.00 4,316.000 2,158 035 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 3,000.00 144.000 432 036 REMOVE PAVEMENT MARKER EA 1.0000 2,100.00 544.000 544 037 REMOVE ROADSIDE SIGN EA 100.0000 6,600.00 36.000 3,600 038 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 1,295.0000 3,885.00 2.000 2,590 039 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 3.000 3,600 PANEL FRAME 041 REMOVE CULVERT (LF) LF 60.0000 40,200.00 187.000 11,220.00 565.000 33,900 042 REMOVE INLET EA 1,000.0000 13,000.00 6.000 6,000.00 12.000 12,000 043 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 25.0000 15,750.00 501.270 12,531.75 601.270 15,031 044 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 2.000 8,000.00 3.000 12,000 046 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 54,800.00 13,700.000 54,800.00 13,700.000 54,800 047 REMOVE CONCRETE (SQYD) SQYD 25.0000 23,000.00 -14.730 -368.25 912.600 22,815 048 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 25.0000 22,250.00 232.000 5,800.00 1,120.000 28,000 049 REMOVE CONCRETE ISLAND (PORTIONS) (SQYD) SQYD 25.0000 16,250.00 911.500 22,787 PROGRAM CAS145 PAGE 3 DATE 02/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235524 TIME 09:42 AM ESTIMATE NO. 012 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 02/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 02/26/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 115,000.00 348.000 3,480.00 15,389.000 153,890 051 CLEARING AND GRUBBING (LS) LS 80,000.0000 80,000.00 1.000 80,000 052 ROADWAY EXCAVATION CY 50.0000 515,000.00 478.840 23,942.00 11,446.840 572,342 053 ROADWAY EXCAVATION (TYPE Z-2) CY 225.0000 591,750.00 3,938.000 886,050 (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 4,506.000 383,010 (F) 057 PERVIOUS BACKFILL MATERIAL (RETAINING CY 85.0000 28,900.00 340.000 28,900 (F) WALL) 058 DITCH EXCAVATION CY 100.0000 14,000.00 69.800 6,980.00 136.600 13,660 059 IMPORTED BORROW (CY) CY 1.0000 8,240.00 1,703.000 1,703.00 8,240.000 8,240 060 ROADSIDE CLEARING LS 2,000.0000 2,000.00 1.000 2,000 061 RELOCATE WATER METER EA 9,000.0000 27,000.00 3.000 27,000.00 3.000 27,000 062 MAINTAIN EXISTING PLANTED AREAS LS 18,000.0000 18,000.00 0.500 9,000 063 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 20.000 500 (F) (SUPPLY LINE) 069 4" PLASTIC PIPE (SCHEDULE 40) LF 25.0000 13,000.00 220.000 5,500.00 520.000 13,000 (F) (SUPPLY LINE) 070 8" CORRUGATED HIGH DENSITY LF 85.0000 33,150.00 80.000 6,800.00 390.000 33,150 POLYETHYLENE PIPE CONDUIT 071 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.7100 62,977.00 12,550.000 8,910 072 HYDROMULCH SQFT 0.0400 13,560.00 12,550.000 502 073 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 1,250.000 100 076 COMPOST SQFT 0.2200 74,580.00 12,550.000 2,761 PROGRAM CAS145 PAGE 4 DATE 02/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235524 TIME 09:42 AM ESTIMATE NO. 012 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 02/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 02/26/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 45,000.00 244.700 30,587.50 360.000 45,000 079 HOT MIX ASPHALT (TYPE A) TON 100.0000 1,560,000.00 7,820.540 782,054.00 18,856.950 1,885,695 080 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 12.840 11,944.92 15.840 14,735 086 JOINTED PLAIN CONCRETE PAVEMENT CY 550.0000 71,500.00 87.160 47,938.00 87.160 47,938 (RSC) 087 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 97.7400 216,982.80 2,201.000 215,125 088 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 26.000 22,100 PILE (SIGN FOUNDATION) 090 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,150.0000 28,750.00 25.000 28,750 PILE (SIGN FOUNDATION) 091 STRUCTURAL CONCRETE, RETAINING WALL CY 800.0000 1,144,000.00 1,459.000 1,167,200 (F) 092 MINOR CONCRETE (MINOR STRUCTURE) CY 2,000.0000 100,000.00 7.900 15,800.00 44.100 88,200 (F) 093 FRACTURED RIB TEXTURE SQFT 10.0000 136,350.00 13,635.000 136,350 (F) 094 BAR REINFORCING STEEL LB 1.0000 14,400.00 7,375.500 7,375 (F) 095 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 565,200.00 575,200.000 575,200 (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 13,300.000 66,500 (F) 098 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.8000 10,640.00 7,200.000 5,760.00 13,080.000 10,464 (F) 099 FURNISH SIGN STRUCTURE (TRUSS) LB 3.5000 68,600.00 19,600.000 68,600 100 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 5,880.00 19,400.000 5,820 (F) 101 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 6.5000 11,505.00 1,770.000 11,505 (F) WITHOUT WALKWAY) 102 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 5.8000 10,266.00 1,770.000 10,266.00 1,770.000 10,266 (F) WITHOUT WALKWAY) 103 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 22.0000 18,480.00 840.000 18,480 (F) PROGRAM CAS145 PAGE 5 DATE 02/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235524 TIME 09:42 AM ESTIMATE NO. 012 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 02/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 02/26/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 9,240.00 330.000 9,240 (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 8,690.000 173,886 (F) 116 ANTI-GRAFFITI COATING SQFT 0.7500 14,705.25 22,325.000 16,743 (F) 117 12" TEMPORARY CULVERT LF 100.0000 5,200.00 52.000 5,200.00 52.000 5,200 118 15" REINFORCED CONCRETE PIPE LF 125.0000 75,000.00 130.000 16,250.00 462.000 57,750 119 18" REINFORCED CONCRETE PIPE LF 125.0000 101,250.00 205.000 25,625.00 806.000 100,750 120 24" REINFORCED CONCRETE PIPE LF 150.0000 5,400.00 36.000 5,400 121 30" REINFORCED CONCRETE PIPE LF 175.0000 19,250.00 68.000 11,900 122 ROCK SLOPE PROTECTION CY 450.0000 900.00 1.800 810.00 1.800 810 (F) (NO. 3, METHOD B) (CY) 123 CONCRETE (DITCH LINING) CY 700.0000 5,600.00 3.460 2,422.00 7.460 5,222 124 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 60.00 5.400 54.00 5.400 54 125 DETECTABLE WARNING SURFACE SQFT 25.0000 4,000.00 100.000 2,500.00 160.000 4,000 126 MINOR CONCRETE (MISCELLANEOUS CY 1,100.0000 8,800.00 1.500 1,650.00 5.800 6,380 CONSTRUCTION) 127 MINOR CONCRETE (CURB AND GUTTER) CY 450.0000 54,000.00 70.000 31,500.00 93.000 41,850 128 MINOR CONCRETE (ISLAND PAVING) CY 500.0000 10,000.00 0.000 0 129 MINOR CONCRETE (BRUSHED CONCRETE) SQFT 6.0000 43,980.00 4,342.700 26,056.20 7,330.000 43,980 130 MINOR CONCRETE (SIDEWALK) CY 400.0000 96,000.00 216.050 86,420.00 283.050 113,220 PROGRAM CAS145 PAGE 6 DATE 02/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235524 TIME 09:42 AM ESTIMATE NO. 012 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 02/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 02/26/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 6,000.00 8.000 12,000 132 INTERLOCKING CONCRETE PAVERS SQFT 23.0000 14,030.00 0.000 0 133 MISCELLANEOUS IRON AND STEEL LB 2.0000 19,460.00 1,869.000 3,738.00 8,917.000 17,834 (F) 134 MANHOLE FRAME AND COVER EA 750.0000 3,750.00 2.000 1,500.00 5.000 3,750 135 LIGHTING (CITY STREET-EL CAMINO) LS 380,000.0000 380,000.00 0.600 228,000 136 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 82,500.00 126.000 20,790.00 723.000 119,295 145 CONCRETE BARRIER (TYPE 60R) LF 400.0000 76,000.00 184.000 73,600 146 CONCRETE BARRIER (TYPE 736A) LF 100.0000 76,300.00 310.000 31,000 (F) 147 CONCRETE BARRIER (TYPE 736S MODIFIED) LF 120.0000 43,200.00 813.000 97,560 (F) 148 CONCRETE BARRIER (TYPE 736SV MODIFIED) LF 420.0000 200,340.00 477.000 200,340 (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 02/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235524 TIME 09:42 AM ESTIMATE NO. 012 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 02/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 02/26/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.750 1,875 SYSTEM ELEMENTS DURING CONSTRUCTION 160 SIGNAL AND LIGHTING (LOCATION 1) LS 444,500.0000 444,500.00 0.030 13,335.00 0.980 435,610 161 SIGNAL AND LIGHTING (LOCATION 2) LS 453,000.0000 453,000.00 0.250 113,250.00 0.850 385,050 162 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 122,500.0000 122,500.00 0.020 2,450.00 0.970 118,825 163 LIGHTING LS 292,600.0000 292,600.00 0.200 58,520.00 0.850 248,710 164 LIGHTING (CITY STREET) LS 304,200.0000 304,200.00 0.150 45,630.00 0.800 243,360 165 LIGHTING (STAGE CONSTRUCTION) LS 168,100.0000 168,100.00 0.900 151,290 166 RAMP METERING SYSTEM LS 278,800.0000 278,800.00 0.100 27,880.00 0.600 167,280 PROGRAM CAS145 PAGE 8 DATE 02/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235524 TIME 09:42 AM ESTIMATE NO. 012 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 02/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 02/26/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,619,782.62 12,942,364.18 ADJUSTMENT OF COMPENSATION 0.00 37,280.10 EXTRA WORK 3,023.55 301,895.48 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,622,806.17 13,281,539.76 167 MOBILIZATION LS 1,420,000.0000 1,420,000.00 1.000 1,420,000 ORIGINAL CONTRACT AMOUNT 15,154,663.67 TOTAL WORK COMPLETED 1,622,806.17 14,701,539.76 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -3,500.00 TOTAL 1,622,806.17 14,698,039.76 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 03/12/18 172 44 35 0 88% 93% PROGRESS IS SATISFACTORY INORI, DOUGLAS RESIDENT ENGINEER PROGRAM CAS145 DATE 02/26/18