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 08/22/17 EST. NO. 037 TIME 10:26 AM R.E. NAME: INORI, DOUGLAS 04-235844 --------------------------------------------------------------------------- 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 08/22/17 EST. NO. 037 TIME 10:26 AM R.E. NAME: INORI, DOUGLAS 04-235844 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE 8/4-5 -20,100.00 037 LATE CLOSURE8/2-3 -30,700.00 037 LATE CLOSURE 8/7-8 -20,100.00 037 -70,900.00 -70,900.00 TOTAL DEDUCTIONS -70,900.00 -70,900.00 PROGRAM CAS145 PAGE 1 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235844 TIME 10:26 AM ESTIMATE NO. 037 BID OPENING 05/13/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 08/22/17 LOCATION PROGRESS ESTIMATE 04-SM-101-16.3/17.1 ----------------- GHILOTTI CONSTRUCTION COMPANY IN SAN MATEO COUNTY ON ROUTE 101 AT INC THE BROADWAY INTERCHANGE IN 246 GHILOTTI AVENUE BURLINGAME SANTA ROSA CA 95407 FED. AID NO. NHP-Q101(237)E ,CML-6204(113) RECONSTRUCT INTERCHANGE BROADWAY IC ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750 003 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 004 CONSTRUCTION AREA SIGNS LS 75,000.0000 75,000.00 0.700 52,500 005 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.030 12,000.00 0.900 360,000 006 TYPE III BARRICADE EA 80.0000 1,120.00 53.000 4,240 007 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 7,600.00 190.000 7,600 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,000.0000 40,000.00 0.020 800.00 0.995 39,800 009 TEMPORARY RAILING (TYPE K) LF 10.0000 401,000.00 37,490.000 374,900 010 TEMPORARY CRASH CUSHION MODULE EA 140.0000 46,200.00 170.000 23,800 011 TEMPORARY ALTERNATIVE CRASH CUSHION EA 2,000.0000 38,000.00 48.000 96,000 012 TEMPORARY TRAFFIC SCREEN LF 5.0000 65,500.00 8,740.000 43,700 013 JOB SITE MANAGEMENT LS 75,000.0000 75,000.00 0.980 73,500 014 TEMPORARY CREEK DIVERSION SYSTEM LS 50,000.0000 50,000.00 1.000 50,000 015 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.750 2,250 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 50,500.00 59.000 29,500 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 8,000.00 37.000 7,400 018 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 019 MOVE-IN/MOVE-OUT EA 400.0000 16,400.00 17.000 6,800 (TEMPORARY EROSION CONTROL) 020 TEMPORARY HYDRAULIC MULCH SQYD 1.5000 39,750.00 171,010.000 256,515 (BONDED FIBER MATRIX) 021 TEMPORARY COVER SQYD 3.0000 4,050.00 22,771.700 68,315 022 TEMPORARY CHECK DAM LF 10.0000 1,000.00 435.000 4,350 PROGRAM CAS145 PAGE 2 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235844 TIME 10:26 AM ESTIMATE NO. 037 BID OPENING 05/13/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 19,000.00 98.000 19,600 024 TEMPORARY FIBER ROLL LF 4.0000 13,320.00 14,965.000 59,860 025 TEMPORARY REINFORCED SILT FENCE LF 8.0000 16,400.00 4,805.000 38,440 026 TEMPORARY SILT FENCE LF 4.0000 13,320.00 5,355.000 21,420 027 TEMPORARY CONSTRUCTION ENTRANCE EA 2,200.0000 59,400.00 43.000 94,600 028 STREET SWEEPING LS 1,000.0000 1,000.00 0.010 10.00 0.990 990 029 DEWATERING AND NON STORM WATER DISCHARGE LS 400,000.0000 400,000.00 1.000 400,000 SYSTEM 030 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.010 50.00 0.995 4,975 031 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 400.0000 12,000.00 37.000 14,800 032 WATER QUALITY MONITORING REPORT EA 1,000.0000 5,000.00 3.000 3,000 033 ASBESTOS COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 034 TEMPORARY FENCE (TYPE ESA) LF 4.0000 9,760.00 2,945.000 11,780 035 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 15,700.00 5,547.000 5,547 STRIPE (HAZARDOUS WASTE) 036 ADL BURIAL LOCATION REPORT LS 6,000.0000 6,000.00 0.000 0 037 TREATED WOOD WASTE LB 0.2500 6,400.00 49,940.000 12,485 038 NOISE MONITORING LS 15,000.0000 15,000.00 1.000 15,000 039 ABANDON CULVERT (LF) LF 25.0000 6,250.00 242.000 6,050.00 242.000 6,050 040 ABANDON INLET EA 800.0000 800.00 1.000 800 041 ABANDON PIPELINE LF 25.0000 8,500.00 346.000 8,650 042 ABANDON SEWER LINE LF 25.0000 16,500.00 722.000 18,050 043 REMOVE CHAIN LINK FENCE LF 5.0000 7,250.00 2,627.000 13,135 044 REMOVE GUARDRAIL LF 5.0000 11,200.00 337.500 1,687.50 2,649.750 13,248 045 REMOVE IRRIGATION FACILITY LS 2,000.0000 2,000.00 1.000 2,000 046 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 79,600.00 122,002.000 48,800 047 REMOVE PAINTED PAVEMENT MARKING SQFT 1.5000 16,500.00 4,016.000 6,024 048 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 26,925.00 11,549.480 8,662 049 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 2,850.00 1,172.000 3,516 PROGRAM CAS145 PAGE 3 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235844 TIME 10:26 AM ESTIMATE NO. 037 BID OPENING 05/13/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE PAVEMENT MARKER EA 1.0000 7,050.00 6,635.000 6,635 051 REMOVE ROADSIDE SIGN EA 80.0000 13,600.00 36.000 2,880 052 REMOVE SIGN FROM ELECTROLIER EA 100.0000 300.00 3.000 300 053 REMOVE SIGN STRUCTURE (EA) EA 2,000.0000 4,000.00 2.000 4,000 054 REMOVE METAL STRUCTURE EA 600.0000 7,800.00 10.000 6,000 055 REMOVE SIGN PANEL EA 1,000.0000 1,000.00 1.000 1,000 056 REMOVE PIPE (LF) LF 35.0000 143,150.00 3,573.000 125,055 057 REMOVE INLET EA 800.0000 21,600.00 20.000 16,000 058 REMOVE SEWER MANHOLE EA 2,000.0000 24,000.00 10.000 20,000 059 REMOVE MANHOLE EA 800.0000 800.00 1.000 800 060 REMOVE WATER VALVES EA 2,000.0000 8,000.00 0.000 0 061 REMOVE SEWER PIPE LF 35.0000 157,500.00 3,485.000 121,975 062 REMOVE BASE AND SURFACING CY 20.0000 53,800.00 8,526.600 170,532 063 SALVAGE WATER METER EA 400.0000 7,200.00 4.000 1,600 064 SALVAGE IRRIGATION FACILITY LS 5,000.0000 5,000.00 0.000 0 065 RELOCATE ROADSIDE SIGN EA 300.0000 1,800.00 1.000 300 066 ADJUST SEWER CLEANOUT TO GRADE EA 500.0000 1,500.00 0.000 0 067 ADJUST INLET EA 1,700.0000 8,500.00 2.000 3,400 068 ADJUST MANHOLE TO GRADE EA 800.0000 3,200.00 2.000 1,600 069 ADJUST UTILITY COVER TO GRADE EA 800.0000 8,800.00 2.000 1,600 070 MODIFY INLET EA 3,000.0000 6,000.00 2.000 6,000 071 MODIFY SEWER MANHOLE EA 25,000.0000 50,000.00 2.000 50,000 072 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 129,600.00 65,480.000 130,960.00 65,480.000 130,960 073 REMOVE CONCRETE (SQYD) SQYD 20.0000 95,600.00 3,567.050 71,341 074 REMOVE CONCRETE BARRIER LF 25.0000 40,000.00 1,600.000 40,000 075 CAP INLET EA 1,500.0000 1,500.00 0.000 0 076 SAND BACKFILL CY 90.0000 15,300.00 15.900 1,431.00 165.900 14,931 PROGRAM CAS145 PAGE 4 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235844 TIME 10:26 AM ESTIMATE NO. 037 BID OPENING 05/13/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE CRASH CUSHION EA 500.0000 2,000.00 4.000 2,000 078 BRIDGE REMOVAL LS 200,000.0000 200,000.00 1.000 200,000 079 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 1.000 100,000 080 DEVELOP WATER SUPPLY LS 40,000.0000 40,000.00 1.000 40,000 081 ROADWAY EXCAVATION CY 25.0000 825,000.00 27,193.360 679,834 082 ROADWAY EXCAVATION (TYPE Z-3) CY 225.0000 92,250.00 192.000 43,200 (AERIALLY DEPOSITED LEAD) 083 ROADWAY EXCAVATION (TYPE Y-1) CY 15.0000 47,700.00 706.000 10,590 (AERIALLY DEPOSITED LEAD) 084 ROADWAY EXCAVATION (TYPE Y-2) CY 13.0000 260,000.00 16,842.000 218,946 (AERIALLY DEPOSITED LEAD) 085 STRUCTURE EXCAVATION CY 55.0000 4,950.00 90.000 4,950 (F) 086 STRUCTURE EXCAVATION (TYPE D) CY 55.0000 204,325.00 3,715.000 204,325 (F) 087 STRUCTURE BACKFILL (BRIDGE) CY 55.0000 140,250.00 2,550.000 140,250 (F) 088 STRUCTURE BACKFILL (RETAINING WALL) CY 55.0000 92,290.00 1,568.000 86,240 (F) 089 PERVIOUS BACKFILL MATERIAL CY 55.0000 13,365.00 243.000 13,365 (F) 090 PERVIOUS BACKFILL MATERIAL (RETAINING CY 55.0000 5,885.00 93.000 5,115 (F) WALL) 091 IMPORTED BORROW (CY) CY 0.0100 619.00 61,900.000 619 092 LIGHTWEIGHT EMBANKMENT MATERIAL CY 50.0000 555,000.00 8,325.000 416,250 (CELLULAR CONCRETE) 093 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 1.5000 19,200.00 0.000 0 CLASS B2 094 SOIL-CEMENT CY 85.0000 6,086,000.00 71,584.000 6,084,640 095 ROADSIDE CLEARING LS 6,000.0000 6,000.00 0.500 3,000 096 WEED GERMINATION SQYD 0.1000 723.00 5,000.000 500 097 CULTIVATION SQYD 0.9000 6,507.00 5,000.000 4,500 098 SOIL AMENDMENT CY 26.0000 15,860.00 800.000 20,800 099 PACKET FERTILIZER EA 0.2000 4,380.00 17,000.000 3,400 100 PLANT (GROUP K48)(48"BOX) EA 1,000.0000 33,000.00 26.000 26,000 101 PLANT (GROUP K60)(60" BOX) EA 2,000.0000 22,000.00 11.000 22,000 102 PLANT (GROUP A) EA 7.5000 120,000.00 13,000.000 97,500 103 PLANT (GROUP B) EA 20.0000 55,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235844 TIME 10:26 AM ESTIMATE NO. 037 BID OPENING 05/13/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MAINTAIN EXISTING PLANTED AREAS LS 5,000.0000 5,000.00 0.500 2,500 105 PLANT ESTABLISHMENT WORK LS 14,000.0000 14,000.00 0.000 0 106 WOOD MULCH CY 31.0000 31,310.00 750.000 23,250 107 ROOT BARRIER LF 8.0000 12,000.00 1,200.000 9,600 108 CHECK AND TEST EXISTING IRRIGATION LS 1,000.0000 1,000.00 0.100 100 FACILITIES 109 OPERATE EXISTING IRRIGATION FACILITIES LS 1,500.0000 1,500.00 0.100 150 110 CONTROL AND NEUTRAL CONDUCTORS LS 2,500.0000 2,500.00 0.000 0 (ARMOR-CLAD) 111 CONTROL AND NEUTRAL CONDUCTORS LS 10,000.0000 10,000.00 1.000 10,000 112 1" REMOTE CONTROL VALVE EA 250.0000 7,250.00 24.000 6,000 113 1 1/2" REMOTE CONTROL VALVE EA 250.0000 5,250.00 17.000 4,250 114 2" REMOTE CONTROL VALVE EA 350.0000 1,400.00 2.000 700 115 1" WYE STRAINER ASSEMBLY EA 200.0000 2,000.00 8.000 1,600 116 2" WYE STRAINER ASSEMBLY EA 300.0000 4,200.00 10.000 3,000 117 24-32 STATION IRRIGATION CONTROLLER EA 8,000.0000 8,000.00 1.000 8,000 (PEDESTAL MOUNTED) 118 30-42 STATION IRRIGATION CONTROLLER EA 9,000.0000 9,000.00 1.000 9,000 (PEDESTAL MOUNTED) 119 SOLAR POWERED IRRIGATION CONTROLLER EA 2,000.0000 2,000.00 0.000 0 120 2" SUPPLY LINE (BRIDGE) LF 15.0000 4,425.00 295.000 4,425 (F) 121 5/8" PLASTIC PIPE IRRIGATION LINE WITH LF 2.0000 24,800.00 10,000.000 20,000 122 IRRIGATION CONTROLLER ENCLOSURE EA 2,700.0000 8,100.00 2.000 5,400 CABINET 123 CERTIFY EXISTING BACKFLOW PREVENTERS LS 500.0000 500.00 0.000 0 124 2" BACKFLOW PREVENTER ASSEMBLY EA 3,500.0000 14,000.00 2.000 7,000 125 FLOW SENSOR EA 750.0000 3,000.00 2.000 1,500 126 FLOW SENSOR CABLE IN CONDUIT LF 2.5000 1,225.00 75.000 187 127 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 48.0000 672.00 14.000 672 128 RISER SPRINKLER ASSEMBLY (TYPE C-2) EA 17.0000 57,460.00 3,000.000 51,000 129 2" GATE VALVE EA 350.0000 1,400.00 4.000 1,400 130 2 1/2" GATE VALVE EA 350.0000 1,400.00 4.000 1,400 PROGRAM CAS145 PAGE 6 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235844 TIME 10:26 AM ESTIMATE NO. 037 BID OPENING 05/13/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 3" GATE VALVE EA 400.0000 5,200.00 10.000 4,000 132 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 28,845.00 9,000.000 27,000 (F) LINE) 133 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 5,052.00 1,400.000 4,200 (F) LINE) 134 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 3.0000 3,228.00 900.000 2,700 (F) (SUPPLY LINE) 135 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.0000 2,160.00 240.000 960 (F) (SUPPLY LINE) 136 2" PLASTIC PIPE (SCHEDULE 40) LF 4.0000 14,328.00 3,500.000 14,000 (F) (SUPPLY LINE) 137 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 480.00 80.000 480 (F) (SUPPLY LINE) 138 PRESSURE REGULATING VALVE EA 250.0000 4,500.00 16.000 4,000 139 QUICK COUPLING VALVE EA 250.0000 4,000.00 14.000 3,500 140 FLUSHING VALVE EA 250.0000 7,000.00 25.000 6,250 141 BALL VALVE EA 250.0000 6,000.00 18.000 4,500 142 8" CORRUGATED HIGH DENSITY LF 60.0000 97,200.00 1,630.900 97,854 POLYETHYLENE PIPE CONDUIT 143 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 3,000.00 1.000 1,000 144 IMPORTED TOPSOIL (CY) CY 50.0000 257,000.00 1,962.000 98,100.00 4,937.000 246,850 145 IMPORTED BIOFILTIRATION SOIL (CY) CY 80.0000 136,000.00 1,700.000 136,000 146 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5000 14,500.00 0.000 0 147 HYDROMULCH SQFT 0.0300 8,880.00 54,726.000 1,641 148 FIBER ROLLS LF 3.5000 12,915.00 600.000 2,100 149 STRAW SQFT 0.0300 8,010.00 54,726.000 1,641 150 HYDROSEED SQFT 0.1000 29,600.00 54,726.000 5,472 151 COMPOST SQFT 0.1800 53,280.00 54,726.000 9,850 152 LIME STABILIZED SOIL SQYD 10.0000 128,000.00 29,776.820 297,768 153 CLASS 4 AGGREGATE SUBBASE CY 22.0000 319,000.00 14,400.000 316,800 154 CLASS 2 AGGREGATE BASE (CY) CY 30.0000 411,000.00 16,000.000 480,000 155 LEAN CONCRETE BASE CY 170.0000 16,830.00 297.000 50,490 156 SLURRY SEAL TON 350.0000 16,450.00 31.870 11,154.50 31.870 11,154 157 PREPAVING INERTIAL PROFILER LS 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 PROGRAM CAS145 PAGE 7 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235844 TIME 10:26 AM ESTIMATE NO. 037 BID OPENING 05/13/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 PREPAVING GRINDING DAY EA 3,000.0000 30,000.00 0.000 0 159 HOT MIX ASPHALT TON 95.0000 2,764,500.00 8,254.400 784,168.00 31,246.479 2,968,415 160 HOT MIX ASPHALT (OPEN GRADED) TON 120.0000 585,600.00 4,501.130 540,135.60 4,501.130 540,135 161 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 130.0000 271,700.00 2,527.720 328,603.60 2,527.720 328,603 162 DATA CORE LS 6,000.0000 6,000.00 0.000 0 163 PLACE HOT MIX ASPHALT SQYD 100.0000 3,300.00 0.000 0 (MISCELLANEOUS AREA) 164 TACK COAT TON 1,200.0000 97,200.00 42.730 51,276.00 56.750 68,100 165 JOINTED PLAIN CONCRETE PAVEMENT CY 500.0000 13,500.00 27.000 13,500 166 MECHANICALLY STABILIZED EMBANKMENT, SQFT 85.0000 201,450.00 2,883.000 245,055 (F) LOCATION A 167 MECHANICALLY STABILIZED EMBANKMENT, SQFT 70.0000 669,200.00 9,560.000 669,200 (F) LOCATION B 168 MECHANICALLY STABILIZED EMBANKMENT, SQFT 75.0000 495,750.00 6,610.000 495,750 (F) LOCATION C 169 MECHANICALLY STABILIZED EMBANKMENT, SQFT 105.0000 94,500.00 900.000 94,500 (F) LOCATION D 170 MECHANICALLY STABILIZED EMBANKMENT, SQFT 70.0000 71,400.00 1,020.000 71,400 (F) LOCATION E 171 MECHANICALLY STABILIZED EMBANKMENT, SQFT 70.0000 63,700.00 910.000 63,700 (F) LOCATION F 172 TEMPORARY SHORING (SQFT) SQFT 10.0000 149,000.00 12,521.000 125,210 173 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 200.0000 9,000.00 45.000 9,000 174 FURNISH PILING (CLASS 90) LF 41.0000 207,173.00 5,053.000 207,173 (ALTERNATIVE X MODIFIED) 175 DRIVE PILE (CLASS 90) EA 3,500.0000 430,500.00 123.000 430,500 (ALTERNATIVE X MODIFIED) 176 FURNISH PILING (CLASS 140) LF 38.0000 490,580.00 12,910.000 490,580 (ALTERNATIVE X MODIFIED) 177 DRIVE PILE (CLASS 140) EA 1,300.0000 286,000.00 220.000 286,000 (ALTERNATIVE X MODIFIED) 178 FURNISH 24" CAST-IN-STEEL SHELL LF 110.0000 459,800.00 4,180.000 459,800 CONCRETE PILING 179 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 4,800.0000 384,000.00 80.000 384,000 PILE 180 PRESTRESSING PRECAST GIRDER LS 165,000.0000 165,000.00 1.000 165,000 181 STRUCTURAL CONCRETE CY 600.0000 88,200.00 147.000 88,200 (F) 182 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 309,900.00 1,033.000 309,900 (F) 183 STRUCTURAL CONCRETE, BRIDGE CY 800.0000 1,860,000.00 10.000 8,000.00 2,325.000 1,860,000 (F) 184 STRUCTURAL CONCRETE, RETAINING WALL CY 400.0000 241,600.00 575.000 230,000 (F) PROGRAM CAS145 PAGE 8 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235844 TIME 10:26 AM ESTIMATE NO. 037 BID OPENING 05/13/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 STRUCTURAL CONCRETE, BARRIER SLAB CY 600.0000 444,000.00 740.000 444,000 (F) 186 STRUCTURAL CONCRETE, APPROACH SLAB CY 900.0000 39,600.00 42.000 37,800 (F) (TYPE N) 187 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 319,800.00 528.000 316,800 (F) (TYPE N MODIFIED) 188 STRUCTURAL CONCRETE, BOX CULVERT CY 1,300.0000 81,900.00 63.000 81,900 (F) 189 MINOR CONCRETE (MINOR STRUCTURE) CY 1,800.0000 286,200.00 152.053 273,695 (F) 190 MINOR CONCRETE (BACKFILL) CY 500.0000 180,000.00 82.900 41,450.00 149.430 74,715 191 FRACTURED RIB TEXTURE SQFT 25.0000 89,200.00 3,568.000 89,200 (F) 192 FRACTURED RIB (TREE PATTERN) SQFT 35.0000 203,700.00 5,820.000 203,700 (F) 193 FURNISH PRECAST PRESTRESSED CONCRETE EA 20,000.0000 140,000.00 7.000 140,000 GIRDER (70'-80') 194 FURNISH PRECAST PRESTRESSED CONCRETE EA 20,000.0000 140,000.00 7.000 140,000 GIRDER (80'-90') 195 FURNISH PRECAST PRESTRESSED CONCRETE EA 30,000.0000 420,000.00 14.000 420,000 GIRDER (120" - 130') 196 ERECT PRECAST PRESTRESSED CONCRETE EA 1,700.0000 47,600.00 28.000 47,600 (F) GIRDER 197 CORBEL CAP (PRECAST CONCRETE) EA 2,500.0000 20,000.00 8.000 20,000 (F) 198 JOINT SEAL (MR 1/2") LF 55.0000 5,775.00 0.000 0 199 JOINT SEAL (MR 1 1/2") LF 95.0000 22,040.00 0.000 0 200 BAR REINFORCING STEEL LB 1.0000 19,630.00 19,630.000 19,630 (F) 201 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 868,060.00 868,060.000 868,060 (F) 202 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 104,000.00 104,000.000 104,000 (F) 203 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 20,443.00 20,443.000 20,443 (F) 204 BAR REINFORCING STEEL (EPOXY COATED) LB 3.0000 7,650.00 2,550.000 7,650 (F) (BRIDGE) 205 HEADED BAR REINFORCEMENT EA 3.0000 1,740.00 580.000 1,740 (F) 206 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 207 FURNISH SIGN STRUCTURE (TRUSS) LB 3.2500 73,125.00 22,500.000 73,125 (F) 208 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 5,625.00 22,500.000 5,625 (F) 209 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 30.0000 9,600.00 320.000 9,600 210 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 26.0000 9,100.00 0.000 0 211 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 7,440.00 35.500 426 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 9 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235844 TIME 10:26 AM ESTIMATE NO. 037 BID OPENING 05/13/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 5,460.00 28.000 364 (0.080"-UNFRAMED) 213 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 1,880.00 0.000 0 (0.063"-FRAMED) 214 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 3,360.00 0.000 0 (0.080"-FRAMED) 215 METAL (ROADSIDE SIGN) LB 8.0000 16,320.00 0.000 0 216 ROADSIDE SIGN - ONE POST EA 225.0000 7,200.00 2.000 450 217 ROADSIDE SIGN - TWO POST EA 400.0000 6,800.00 0.000 0 218 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 2,960.00 3.000 240 METHOD) 219 PREPARE AND PAINT CONCRETE SQFT 40.0000 240.00 0.000 0 220 12" ALTERNATIVE PIPE CULVERT LF 80.0000 7,840.00 259.000 20,720 221 18" ALTERNATIVE PIPE CULVERT LF 80.0000 219,200.00 172.000 13,760.00 2,790.000 223,200 222 24" ALTERNATIVE PIPE CULVERT LF 90.0000 158,400.00 1,604.000 144,360 223 36" ALTERNATIVE PIPE CULVERT LF 120.0000 64,800.00 539.000 64,680 224 CONCRETE BACKFILL CY 800.0000 8,000.00 20.000 16,000 (RAPID STRENGTH CONCRETE) 225 TEMPORARY CULVERT LF 150.0000 163,500.00 931.000 139,650 226 6" PLASTIC PIPE LF 25.0000 19,500.00 10.000 250.00 755.000 18,875 227 8" PLASTIC PIPE LF 25.0000 250.00 10.000 250 228 24" REINFORCED CONCRETE PIPE LF 100.0000 100,000.00 998.000 99,800 229 14" X 23" OVAL SHAPED REINFORCED LF 100.0000 29,000.00 285.000 28,500 230 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 50.0000 50,000.00 890.000 44,500 231 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 50.0000 35,500.00 710.000 35,500 232 DRAINAGE INLET MARKER EA 60.0000 5,340.00 14.000 840.00 105.000 6,300 233 GRATED LINE DRAIN LF 85.0000 95,200.00 509.000 43,265.00 1,119.000 95,115 234 12" ALTERNATIVE FLARED END SECTION EA 300.0000 300.00 0.000 0 235 18" ALTERNATIVE FLARED END SECTION EA 400.0000 4,000.00 6.000 2,400 236 24" ALTERNATIVE FLARED END SECTION EA 500.0000 1,500.00 2.000 1,000 237 AUTOMATIC DRAINAGE GATE EA 2,500.0000 7,500.00 3.000 7,500 238 ROCK SLOPE PROTECTION CY 180.0000 33,120.00 134.800 24,264 (F) (LIGHT, METHOD B) (CY) PROGRAM CAS145 PAGE 10 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235844 TIME 10:26 AM ESTIMATE NO. 037 BID OPENING 05/13/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 720.00 187.900 375 240 MINOR CONCRETE (GUTTER) (LF) LF 50.0000 18,500.00 294.000 14,700 (F) 241 MINOR CONCRETE (MISCELLANEOUS CY 450.0000 540,000.00 13.110 5,899.50 1,025.909 461,659 CONSTRUCTION) 242 MINOR CONCRETE (BRUSHED CONCRETE) SQFT 15.0000 77,850.00 0.000 0 243 MINOR CONCRETE (STAMPED CONCRETE) SQFT 17.0000 80,750.00 0.000 0 244 MINOR CONCRETE (TEXTURED PAVING) CY 350.0000 49,000.00 81.840 28,644 245 MISCELLANEOUS IRON AND STEEL LB 1.0000 30,776.00 478.000 478.00 28,056.000 28,056 (F) 246 REMOVE FIRE HYDRANT EA 2,500.0000 7,500.00 3.000 7,500 247 JACKED 14"STEEL CASING LF 5,000.0000 140,000.00 28.000 140,000 248 JACKED 16" STEEL LF 2,000.0000 240,000.00 120.000 240,000 249 JACKED 36" STEEL CASING LF 2,200.0000 814,000.00 370.000 814,000 250 MISCELLANEOUS IRON AND STEEL LB 2.0000 16,530.00 8,265.000 16,530 (F) (SEWER SYSTEM) 251 STEEL SLEEVE LF 57.0000 2,280.00 60.000 3,420 252 6" PVC SEWER PIPE LF 42.0000 2,520.00 79.000 3,318 253 6" PVC FORCE MAIN SEWER PIPE LF 160.0000 94,400.00 768.000 122,880 254 6" HDPE LATERAL (PIPE BURST) LF 86.0000 13,760.00 0.000 0 255 8" PVC SEWER PIPE LF 200.0000 132,000.00 921.000 184,200 256 10" PVC SEWER PIPE LF 300.0000 228,000.00 799.000 239,700 257 16" PVC FORCE MAIN SEWER PIPE LF 350.0000 178,500.00 370.000 129,500 258 24" PVC SEWER PIPE LF 450.0000 441,000.00 984.000 442,800 259 30" PVC FORCE MAIN SEWER PIPE LF 500.0000 385,000.00 778.000 389,000 260 SEWER MANHOLE (TYPE 1) EA 9,000.0000 72,000.00 10.000 90,000 261 SEWER MANHOLE (TYPE 2) EA 9,000.0000 9,000.00 1.000 9,000 262 SEWER MANHOLE (TYPE 3) EA 16,500.0000 99,000.00 5.000 82,500 263 PRESSURED MANHOLE EA 30,000.0000 120,000.00 4.000 120,000 264 TEMPORARY BYPASS SEWER LS 100,000.0000 100,000.00 1.000 100,000 265 TEMPORARY BYPASS CONNECTION LS 100,000.0000 100,000.00 1.000 100,000 PROGRAM CAS145 PAGE 11 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235844 TIME 10:26 AM ESTIMATE NO. 037 BID OPENING 05/13/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 FIRE HYDRANT EA 11,000.0000 33,000.00 2.000 22,000 267 12" BUTTERFLY VALVE EA 3,200.0000 25,600.00 3.000 9,600 268 CONNECT TO EXISTING WATER LINES EA 6,200.0000 18,600.00 3.000 18,600 269 WATER METER WITH WATER METER BOX EA 940.0000 15,980.00 6.000 5,640 270 INSTALL DROP IN VALVE EA 10,000.0000 20,000.00 6.000 60,000 271 ADJUST WATER VALVE BOX EA 500.0000 11,500.00 15.000 7,500.00 23.000 11,500 272 2" LATERAL WATER LINE LF 130.0000 32,500.00 98.000 12,740 273 12" PVC PIPE (WATER LINE) LF 160.0000 192,000.00 802.010 128,321 274 ARCHITECTURAL CONCRETE CY 3,100.0000 285,200.00 92.000 285,200 275 STONE VENEER SQFT 22.0000 64,020.00 2,910.000 64,020 (F) 276 36" JACKED REINFORCED CONCRETE PIPE LF 1,500.0000 300,000.00 196.000 294,000 277 CHAIN LINK FENCE (TYPE CL-3, VINYL-CLAD) LF 11.0000 20,020.00 1,751.000 19,261 278 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 16.0000 72,800.00 2,495.110 39,921 279 6' CHAIN LINK GATE (TYPE CL-6) EA 700.0000 4,200.00 2.000 1,400 280 8' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 2,000.00 2.000 2,000 281 DELINEATOR (CLASS 1) EA 40.0000 3,120.00 0.000 0 282 OBJECT MARKER EA 50.0000 1,200.00 0.000 0 283 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 25.0000 39,000.00 781.250 19,531.25 1,760.000 44,000 284 VEGETATION CONTROL (MINOR CONCRETE) SQYD 70.0000 77,000.00 431.600 30,212 285 ORNAMENTAL RAILING LF 250.0000 129,000.00 516.000 129,000 (F) 286 CHAIN LINK RAILING LF 75.0000 10,050.00 134.000 10,050 (F) (TYPE 2 - ST-10 MODIFIED 4.5, VINYL- CLAD) 287 CHAIN LINK RAILING LF 75.0000 10,500.00 140.000 10,500 (F) (TYPE 2 - ST-10 MODIFIED 6, VINLY-CLAD) 288 WILDLIFE PASSAGE WAY (TYPE S) EA 20.0000 1,540.00 72.000 1,440 289 TUBULAR HANDRAILING LF 45.0000 21,600.00 480.000 21,600 (F) 290 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 270.0000 64,530.00 239.000 64,530 (F) 291 CONCRETE BARRIER (TYPE 26A MODIFIED) LF 170.0000 4,590.00 27.000 4,590 (F) PROGRAM CAS145 PAGE 12 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235844 TIME 10:26 AM ESTIMATE NO. 037 BID OPENING 05/13/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 292 HANDRAILING LF 60.0000 3,540.00 59.000 3,540 (F) 293 TRANSITION RAILING (TYPE WB-31) EA 3,500.0000 21,000.00 6.000 21,000 294 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 3,000.00 1.000 1,000 295 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,375.0000 14,250.00 4.000 9,500 296 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,375.0000 2,375.00 3.000 7,125 297 CRASH CUSHION (TYPE SCL-100GM) EA 35,000.0000 70,000.00 1.000 35,000 298 CONCRETE BARRIER (TYPE 60P) LF 565.0000 13,560.00 24.000 13,560 299 CONCRETE BARRIER (TYPE 60) LF 165.0000 33,000.00 155.200 25,608 300 CONCRETE BARRIER (TYPE 60C) LF 175.0000 782,250.00 4,352.500 761,687 301 CONCRETE BARRIER (TYPE 60D) LF 115.0000 106,950.00 902.600 103,799 302 CONCRETE BARRIER (TYPE 60GE) LF 565.0000 49,155.00 87.000 49,155 303 CONCRETE BARRIER (TYPE 60R MODIFIED) LF 550.0000 132,000.00 240.000 132,000 304 CONCRETE BARRIER (TYPE 736) LF 100.0000 11,600.00 116.000 11,600 (F) 305 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 100.0000 11,800.00 118.000 11,800 (F) 306 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 135.0000 208,035.00 1,541.000 208,035 (F) 307 CALIFORNIA ST-10 BRIDGE RAIL LF 175.0000 47,950.00 274.000 47,950 (F) 308 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 21,520.00 0.000 0 309 PAINT TRAFFIC STRIPE (1-COAT) LF 0.2000 39,800.00 18,000.000 3,600.00 195,793.000 39,158 310 PAINT PAVEMENT MARKING (1-COAT) SQFT 2.0000 22,000.00 7,161.000 14,322 311 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0000 2,430.00 0.000 0 312 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 18,600.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 313 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 104.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 314 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 4,520.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 315 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 8,480.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 316 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 3,472.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 13 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235844 TIME 10:26 AM ESTIMATE NO. 037 BID OPENING 05/13/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 317 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 412.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 318 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 13,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 319 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 328.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 320 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 4,360.00 2,928.000 5,856 321 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 22,760.00 4,039.000 16,156 322 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.020 200.00 0.880 8,800 SYSTEM ELEMENTS DURING CONSTRUCTION 323 SIGNAL AND LIGHTING LS 100,000.0000 100,000.00 0.030 3,000.00 0.910 91,000 (LOCATION 1) (TEMPORARY) 324 SIGNAL AND LIGHTING (LOCATION 2) LS 150,000.0000 150,000.00 1.000 150,000 (TEMPORARY) 325 SIGNAL AND LIGHTING (LOCATION 3) LS 55,000.0000 55,000.00 1.000 55,000 (TEMPORARY) 326 SIGNAL AND LIGHTING (LOCATION 4) LS 200,000.0000 200,000.00 0.050 10,000.00 0.900 180,000 (TEMPORARY) 327 SIGNAL AND LIGHTING (LOCATION 5) LS 80,000.0000 80,000.00 0.050 4,000.00 0.900 72,000 (TEMPORARY) 328 SIGNAL AND LIGHTING (LOCATION 6) LS 50,000.0000 50,000.00 1.000 50,000 (TEMPORARY) 329 SIGNAL AND LIGHTING (LOCATION 7) LS 50,000.0000 50,000.00 1.000 50,000 (TEMPORARY) 330 SIGNAL AND LIGHTING (LOCATION 1) LS 250,000.0000 250,000.00 0.050 12,500.00 0.900 225,000 331 SIGNAL AND LIGHTING (LOCATION 2) LS 250,000.0000 250,000.00 0.050 12,500.00 0.850 212,500 332 SIGNAL AND LIGHTING (LOCATION 3) LS 200,000.0000 200,000.00 0.050 10,000.00 0.850 170,000 333 SIGNAL AND LIGHTING (LOCATION 4) LS 250,000.0000 250,000.00 0.050 12,500.00 0.850 212,500 334 SIGNAL AND LIGHTING (LOCATION 5) LS 100,000.0000 100,000.00 0.050 5,000.00 0.850 85,000 335 LIGHTING LS 500,000.0000 500,000.00 0.050 25,000.00 0.850 425,000 336 LIGHTING AND SIGN ILLUMINATION LS 350,000.0000 350,000.00 0.050 17,500.00 0.850 297,500 337 LIGHTING AND SIGN ILLUMINATION LS 340,000.0000 340,000.00 0.050 17,000.00 0.900 306,000 (TEMPORARY) 338 INTERCONNECTION CONDUIT AND CABLE (LS) LS 230,000.0000 230,000.00 0.150 34,500.00 0.850 195,500 339 ELECTRIC SERVICE (IRRIGATION) LS 20,000.0000 20,000.00 0.400 8,000 340 TRAFFIC OPERATIONS SYSTEM LS 420,000.0000 420,000.00 0.050 21,000.00 0.800 336,000 341 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 342 TIME-RELATED OVERHEAD (WDAY) WDAY 2,300.0000 1,380,000.00 21.000 48,300.00 594.000 1,366,200 PROGRAM CAS145 PAGE 14 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235844 TIME 10:26 AM ESTIMATE NO. 037 BID OPENING 05/13/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 343 STRUCTURE BACKFILL CY 80.0000 11,120.00 139.000 11,120 344 60" CAST-IN-DRILLED-HOLE CONCRETE LF 2,100.0000 73,500.00 35.000 73,500 PILE (SIGN FOUNDATION) 345 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 346 BUILDING WORK LS 225,000.0000 225,000.00 1.000 225,000 PROGRAM CAS145 PAGE 15 DATE 08/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-235844 TIME 10:26 AM ESTIMATE NO. 037 BID OPENING 05/13/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/17 R.E. NAME: INORI, DOUGLAS DATE OF THIS ESTIMATE 08/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,345,999.95 39,831,616.22 ADJUSTMENT OF COMPENSATION 0.00 269,096.58 EXTRA WORK 0.00 3,125,032.94 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,345,999.95 43,225,745.74 347 MOBILIZATION LS 3,800,000.0000 3,800,000.00 1.000 3,800,000 ORIGINAL CONTRACT AMOUNT 44,991,507.50 TOTAL WORK COMPLETED 2,345,999.95 47,025,745.74 MATERIALS ON HAND ON SITE 111,555.97 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -70,900.00 -70,900.00 TOTAL 2,275,099.95 47,066,401.71 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 07/17/14 800 09/10/14 09/10/14 08/20/18 594 142 27 0 93% 72% PROGRESS IS SATISFACTORY INORI, DOUGLAS RESIDENT ENGINEER PROGRAM CAS145 DATE 08/22/17