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 06/14/19 EST. NO. 036 TIME 12:23 PM R.E. NAME: KIMURA, JUSTIN 06-2HT104 --------------------------------------------------------------------------- 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 0995 402.94 E.W. @ F.A.(+) 040519 N 2133.0 0996 225.48 051719 N 2157.0 0997 676.42 051719 N 2158.0 006 0355 2,574.28 E.W. @ F.A.(+) 040919 N 2121.1 008 0427 34,077.45 E.W. @ F.A.(+) 121718 N 1960.1 0428 2,691.49 041318 N 1389.1 0430 5,744.22 012119 N 2084.0 0438 18,773.47 080318 N 1862.1 0439 15,406.20 080618 N 1863.1 0445 1,301.04 090117 N 2096.0 0446 2,805.66 091117 N 2097.0 0447 11,458.98 011119 N 1992.0 0455 1,933.04 031819 N 2145.0 0456 1,288.83 040219 N 2146.0 0457 1,399.15 041519 N 2148.0 0458 12,959.96 031119 N 2149.0 0459 8,724.88 012119 N 2084.1 025 0087 1,848.00 E.W. @ F.A.(+) 082117 Y 2088.1 0088 7,759.35 082817 Y 2090.1 0089 9,281.32 082917 Y 2091.1 0090 419.95 083017 Y 2092.1 141,752.11 TOTAL THIS ESTIMATE 18,830,741.75 TOTAL PREVIOUS ESTIMATE 18,972,493.86 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 06/14/19 EST. NO. 036 TIME 12:23 PM R.E. NAME: KIMURA, JUSTIN 06-2HT104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE LNE CLS 8 24 16 -16,601.00 005 SWPPP -5,000.00 007 LATE REOPEN 4/11/17 -2,000.00 008 CONST ENTER NOT PLAC -5,000.00 009 TRAFFIC NONCOMP -5,000.00 009 SWPPP VIOLATIONS -10,000.00 011 SWPPP VIOLATIONS -50,000.00 012 EMMA EQUIPMENT MCM -25,000.00 013 RESTAKING COST -5,720.00 013 EMMA EQUIPMENT MCM -5,000.00 014 EMMA EQUIPMENT MCM -5,000.00 015 REL SWPPP VIOLATION 50,000.00 015 REL SWPPP VIOLATION 5,000.00 015 REL SWPPP VIOLATION 10,000.00 015 REL TRAFFIC NONCOMP 5,000.00 015 EMMA EQUIPMENT -75,000.00 017 RELEASE EMMA DEDUCT 75,000.00 020 DEDUCT CRCP THICK -395,374.00 021 REVERSE CRCP DEDUCT 391,420.26 022 RELEASE EMMA DEDUCT 5,000.00 028 RELEASE EMMA DEDUCT 5,000.00 028 RELEASE EMMA DEDUCT 25,000.00 028 DEDUCT RHMA COMPACT -6,156.31 032 PAVEMENT DEFICIENCY -675.00 033 SOURCE INSPECTION -27,000.00 033 SURVEY RESTAKES -35,000.00 033 HMA HRMA DISPUTE -99,695.20 034 HMA RHMA DISPUTE -6,677.68 034 SURVEY RE-STAKE 3,320.00 035 CONST ENTER PLAC 5,000.00 036 ITEM 13 33 60 405 -130,000.00 036 -125,000.00 -330,158.93 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 005 MISSING PAYROLLS -10,000.00 009 REC'D PAYROLL EST.09 10,000.00 021 MISSING PAYROLL -1,000.00 023 REC'D PAYROLL EST.05 10,000.00 023 MISSING PAYROLL -5,000.00 024 REC'D PAYROLL EST.23 1,000.00 024 MISSING PAYROLL -5,000.00 025 REC'D PAYROLL EST.24 5,000.00 026 REC'D PAYROLL EST.25 5,000.00 026 MISSING PAYROLL -10,000.00 027 MISSING PAYROLL -10,000.00 028 REC'D PAYROLL EST.27 10,000.00 029 0.00 -10,000.00 TOTAL DEDUCTIONS -125,000.00 -340,158.93 PROGRAM CAS145 PAGE 1 DATE 06/14/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 12:23 PM ESTIMATE NO. 036 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/14/19 LOCATION PROGRESS ESTIMATE 06-FRE-99-23.5/26.7 ----------------- GRANITE CONSTRUCTION COMPANY IN THE CITY OF FRESNO, ON ROUTE 99 PO BOX 50085 FROM CLINTON AVENUE TO ASHLAN WATSONVILLE CA 95077 AVENUE FED. AID NO. N O N E ROUTE 99 REALIGNMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 7,409.8000 7,409.80 1.000 7,409 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 16,616.4900 16,616.49 1.000 16,616 003 TIME-RELATED OVERHEAD (WDAY) WDAY 20,072.4900 10,337,332.35 539.000 10,819,072 004 CONSTRUCTION AREA SIGNS LS 70,966.2700 70,966.27 1.000 70,966 005 TRAFFIC CONTROL SYSTEM LS 1,874,745.0400 1,874,745.04 1.000 1,874,745 006 TYPE III BARRICADE EA 101.0600 23,243.80 182.000 18,392 007 CHANNELIZER (SURFACE MOUNTED) EA 41.4300 9,528.90 883.000 36,582 008 TRAFFIC PLASTIC DRUM EA 132.5300 22,530.10 314.000 41,614 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 121,948.5500 121,948.55 1.000 121,948 011 TEMPORARY RAILING (TYPE K) LF 15.5400 1,145,298.00 75,920.000 1,179,796 012 TEMPORARY CRASH CUSHION MODULE EA 272.2900 70,795.40 315.000 85,771 013 ALTERNATIVE TEMPORARY CRASH CUSHION EA 8,800.9400 88,009.40 23.000 202,421 SYSTEM 014 TEMPORARY TRAFFIC SCREEN LF 5.0500 198,970.00 42,060.000 212,403 015 JOB SITE MANAGEMENT LS 150,056.1500 150,056.15 1.000 150,056 016 PREPARE STORM WATER POLLUTION PREVENTION LS 1.1200 1.12 0.910 1 PLAN 017 STORM WATER ANNUAL REPORT EA 896.4000 1,792.80 2.000 1,792 018 MOVE-IN/MOVE-OUT EA 984.0600 5,904.36 5.000 4,920 (TEMPORARY EROSION CONTROL) 019 TEMPORARY HYDRAULIC MULCH SQYD 0.6500 15,730.00 46,627.780 30,308 (BONDED FIBER MATRIX) 020 TEMPORARY SOIL BINDER SQYD 0.2200 5,324.00 99,836.000 21,963 021 TEMPORARY DRAINAGE INLET PROTECTION EA 157.4500 39,362.50 172.000 27,081 022 TEMPORARY FIBER ROLL LF 2.8800 8,640.00 802.000 2,309 023 TEMPORARY SILT FENCE LF 2.3100 23,100.00 5,572.000 12,871 PROGRAM CAS145 PAGE 2 DATE 06/14/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 12:23 PM ESTIMATE NO. 036 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/14/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 024 TEMPORARY CONSTRUCTION ENTRANCE EA 6,117.8900 85,650.46 15.000 91,768 025 STREET SWEEPING LS 659,120.8500 659,120.85 1.000 659,120 026 TEMPORARY CONCRETE WASHOUT LS 134,425.9700 134,425.97 1.000 134,425 027 ASBESTOS COMPLIANCE PLAN LS 22,410.1000 22,410.10 1.000 22,410 028 TEMPORARY FENCE (TYPE ESA) LF 4.7000 752.00 360.000 1,692 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7800 16,848.00 18,029.000 14,062 STRIPE (HAZARDOUS WASTE) 030 WORK AREA MONITORING(BRIDGE) LS 44,310.6500 44,310.65 0.350 15,508 031 TREATED WOOD WASTE LB 0.0700 4,893.00 44,700.000 3,129 032 ABANDON CULVERT (LF) LF 17.0100 7,484.40 0.000 0 033 REMOVE DRY WELL EA 2,782.5500 66,781.20 43.000 119,649 034 REMOVE FENCE LF 5.4500 165,135.00 17,015.000 92,731 035 REMOVE GUARDRAIL LF 14.0000 43,680.00 2,960.000 41,440 036 REMOVE FLARED END SECTION EA 635.0200 1,270.04 3.000 1,905 037 REMOVE IRRIGATION FACILITY LS 16,942.0100 16,942.01 1.000 16,942 038 REMOVE PAINTED TRAFFIC STRIPE LF 0.2400 39,840.00 133,982.360 32,155 039 REMOVE PAINTED PAVEMENT MARKING SQFT 2.4100 4,434.40 3,806.000 9,172 040 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3600 8,568.00 33,963.000 12,226 041 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0100 3,762.50 2,032.000 6,116 042 REMOVE PAVEMENT MARKER EA 1.2000 7,008.00 3,707.000 4,448 043 REMOVE BILLBOARD SIGN EA 3,808.1400 3,808.14 1.000 3,808 044 REMOVE ROADSIDE SIGN EA 59.1400 8,279.60 179.000 10,586 045 REMOVE SIGN STRUCTURE EA 2,883.3300 34,599.96 12.000 34,599 046 REMOVE SIGN PANEL EA 2,584.3100 5,168.62 2.000 5,168 048 REMOVE CULVERT (LF) LF 24.9500 102,045.50 5,405.200 134,859 049 REMOVE INLET EA 635.0100 28,575.45 48.000 30,480 050 REMOVE HEADWALL EA 340.1900 680.38 7.000 2,381 051 REMOVE MANHOLE EA 1,360.7400 8,164.44 7.000 9,525 PROGRAM CAS145 PAGE 3 DATE 06/14/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 12:23 PM ESTIMATE NO. 036 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/14/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 052 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.4300 284,230.00 657,110.000 282,557 054 ADJUST INLET TO GRADE EA 2,494.7000 2,494.70 1.000 2,494 055 RELOCATE BOOSTER PUMP LS 2,258.9400 2,258.94 1.000 2,258 056 RELOCATE ROADSIDE SIGN EA 277.9700 10,840.83 44.000 12,230 058 ADJUST MANHOLE TO GRADE EA 850.4600 9,355.06 21.000 17,859 059 MODIFY INLET EA 2,381.3000 7,143.90 8.000 19,050 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.4300 128,968.00 52,232.980 179,159 061 REMOVE CONCRETE (CY) CY 27.7800 1,511,232.00 48,674.730 1,352,184 062 REMOVE CONCRETE ISLAND CY 84.8100 85,658.10 1,010.000 85,658 063 REMOVE CONCRETE BARRIER LF 17.0400 247,080.00 14,493.000 246,960 064 BRIDGE REMOVAL, LOCATION A LS 618,318.7900 618,318.79 1.000 618,318 065 BRIDGE REMOVAL, LOCATION B LS 506,648.2100 506,648.21 1.000 506,648 066 BRIDGE REMOVAL, LOCATION C LS 427,422.3400 427,422.34 1.000 427,422 067 BRIDGE REMOVAL (PORITION), LOCATION A LS 6,646.5900 6,646.59 1.000 6,646 068 BRIDGE REMOVAL (PORITION), LOCATION B LS 6,646.5900 6,646.59 1.000 6,646 069 ROADWAY EXCAVATION CY 22.8200 7,690,340.00 317,168.310 7,237,780 070 ROADWAY EXCAVATION (TYPE Y-2) CY 45.6800 89,989.60 1,643.000 75,052 (AERIALLY DEPOSITED LEAD) 071 STRUCTURE EXCAVATION (BRIDGE) CY 242.9100 1,352,765.79 5,569.000 1,352,765 (F) 072 STRUCTURE EXCAVATION (CRASH WALL) CY 26.7400 282,374.40 4,774.000 127,656 (F) 073 STRUCTURE EXCAVATION (RETAINING WALL) CY 94.2700 698,069.35 7,405.000 698,069 (F) 074 STRUCTURE EXCAVATION (GRAVITY WALL) CY 98.4200 92,416.38 939.000 92,416 076 STRUCTURE BACKFILL (BRIDGE) CY 89.1800 391,321.84 4,388.000 391,321 (F) 077 STRUCTURE BACKFILL (CRASH WALL) CY 52.8500 138,519.85 1,821.000 96,239 (F) 078 STRUCTURE BACKFILL (RETAINING WALL) CY 49.9000 582,183.30 11,667.000 582,183 (F) 079 STRUCTURE BACKFILL (GRAVITY WALL) CY 270.4200 183,074.34 677.000 183,074 080 PREVIOUS BACKFILL MATERIAL (RETAINING CY 135.5000 18,834.50 139.000 18,834 (F) WALL) 081 PREVIOUS BACKFILL MATERIAL (GRAVITY CY 105.2100 16,097.13 153.000 16,097 WALL) PROGRAM CAS145 PAGE 4 DATE 06/14/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 12:23 PM ESTIMATE NO. 036 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/14/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 082 ROADSIDE CLEARING LS 2,215.5300 2,215.53 1.000 2,215 083 PRUNE EXISTING PLANTS LS 1,355.3600 1,355.36 1.000 1,355 086 IRON SULFATE (LB) LB 0.5600 526.40 938.000 525 087 SOIL AMENDMENT CY 33.8800 1,355.20 40.000 1,355 088 PACKET FERTILIZER EA 0.1100 583.00 5,194.000 571 089 PLANT (GROUP M) EA 2.2600 3,503.00 1,542.000 3,484 090 PLANT (GROUP A) EA 9.0400 14,825.60 1,640.000 14,825 091 PLANT (GROUP B) EA 22.5900 23,945.40 1,056.000 23,855 092 MAINTAIN EXISTING PLANTED AREAS LS 28,236.6900 28,236.69 1.000 28,236 093 PLANT ESTABLISHMENT WORK LS 20,330.4100 20,330.41 0.088 1,789.08 0.278 5,651 094 GRAVEL MULCH SQFT 1.4700 690.90 467.700 687 095 WOOD MULCH CY 45.1800 253,911.60 5,620.000 253,911 096 ROOT PROTECTOR EA 22.5900 23,945.40 1,056.000 23,855 097 CHECK AND TEST EXISTING IRRIGATION LS 1,694.2000 1,694.20 1.000 1,694 FACILITIES 098 OPERATE EXISTING IRRIGATION FACILITIES LS 16,942.0100 16,942.01 1.000 16,942 099 CONTROL AND NEUTRAL CONDUCTORS LS 55,089.7800 55,089.78 1.000 55,089 (ARMOR-CLAD) 100 1" REMOTE CONTROL VALVE EA 338.8400 1,355.36 4.000 1,355 101 1 1/2" REMOTE CONTROL VALVE EA 395.3100 12,254.61 31.000 12,254 102 2" REMOTE CONTROL VALVE EA 451.7900 1,355.37 4.000 1,807 103 2" WYE STRAINER ASSEMBLY EA 564.7300 7,341.49 13.000 7,341 104 24-32 STATION IRRIGATION CONTROLLER EA 22,589.3500 67,768.05 3.000 67,768 (WALL MOUNTED) 105 3" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 17.5100 4,202.40 544.000 9,525 106 3" BACKFLOW PREVENTER ASSEMBLY EA 4,066.0800 12,198.24 3.000 12,198 107 BACKFLOW PREVENTER BLANKET EA 169.4200 508.26 3.000 508 108 FLOW SENSOR EA 564.7300 1,694.19 3.000 1,694 109 POP-UP SPRINKLER ASSEMBLY EA 62.1200 10,560.40 170.000 10,560 110 ROOT WATERING BUBBLER ASSEMBLY (12) EA 56.4700 6,776.40 118.000 6,663 PROGRAM CAS145 PAGE 5 DATE 06/14/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 12:23 PM ESTIMATE NO. 036 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/14/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 111 ROOT WATERING BUBBLER ASSEMBLY (20) EA 56.4700 93,175.50 1,408.000 79,509 112 ROOT WATERING BUBBLER ASSEMBLY (36) EA 56.4700 32,187.90 442.000 24,959 113 3" GATE VALVE EA 677.6800 8,809.84 13.000 8,809 114 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.3300 267,759.00 43,019.000 272,310 LINE) 115 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.7800 37,086.60 5,470.000 37,086 LINE) 116 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 56,910.00 8,130.000 56,910 (SUPPLY LINE) 117 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.3400 25,690.00 3,505.000 25,726 (SUPPLY LINE) 118 2" PLASTIC PIPE (SCHEDULE 40) LF 7.6800 96,768.00 12,620.000 96,921 (SUPPLY LINE) 119 3" PLASTIC PIPE (CLASS 315) LF 8.4700 65,473.10 7,802.000 66,082 (SUPPLY LINE) 120 PRESSURE REGULATING VALVE EA 1,129.4700 10,165.23 9.000 10,165 121 QUICK COUPLIING VALVE EA 338.8400 1,016.52 3.000 1,016 122 CHECK VALVE EA 225.8900 15,586.41 32.000 7,228 123 10" CORRUGATED STEEL PIPE CONDUIT LF 28.2400 16,379.20 662.000 18,694 (.064" THICK) 124 8" WELDED STEEL PIPE CONDUIT LF 262.0400 3,668.56 0.000 0 125 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1100 181,500.00 1,381,941.000 152,013 (SQFT) 126 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6000 133,200.00 255,867.500 153,520 127 HYDROMULCH SQFT 0.0400 8,880.00 255,867.500 10,234 128 FIBER ROLLS LF 2.8600 138,710.00 35,841.000 102,505 129 HYDROSEED SQFT 0.0600 13,320.00 255,867.500 15,352 130 COMPOST SQFT 0.1000 187,000.00 1,629,098.500 162,909 131 INCORPORATE MATERIALS SQFT 0.0300 56,100.00 0.000 0 132 CLASS 2 AGGREGATE BASE (CY) CY 48.9600 1,953,504.00 26,841.070 1,314,138 133 HOT MIX ASPHALT (TYPE A) TON 75.7700 7,425,460.00 1,233.300 93,447.14 96,210.880 7,289,898 134 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 111.8500 880,259.50 8,812.650 985,694 135 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.1800 20,691.00 5,059.000 21,146 136 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.1800 543.40 431.000 1,801 137 TACK COAT TON 459.7700 73,563.20 59.290 27,259 PROGRAM CAS145 PAGE 6 DATE 06/14/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 12:23 PM ESTIMATE NO. 036 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/14/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 138 CONTINUOUSLY REINFORCED CONCRETE CY 241.1800 7,573,052.00 31,803.810 7,670,442 PAVEMENT 139 JOINTED PLAIN CONCRETE PAVEMENT CY 254.7700 5,681,371.00 21,540.670 5,487,916 140 DOWEL BAR (DRILL AND BOND) EA 34.6900 16,304.30 208.000 7,215 141 MECHANICALLY STABILIZED EMBANKMENT, SQFT 42.3200 188,239.36 4,448.000 188,239 (F) LOCATION A 142 MECHANICALLY STABILIZED EMBANKMENT, SQFT 42.2600 563,368.06 12,343.500 521,636 (F) LOCATION B 143 MECHANICALLY STABILIZED EMBANKMENT, SQFT 42.2700 441,806.04 10,452.000 441,806 (F) LOCATION C 144 16" CAST-IN-DRILLED-HOLE CONCRETE LF 85.3900 4,184.11 49.000 4,184 PILING 145 24" CAST-IN-DRILLED-HOLE CONCRETE LF 94.1200 2,593,100.12 23,053.250 2,169,771 PILING 146 30" CAST-IN-DRILLED-HOLE CONCRETE LF 149.8000 447,902.00 0.000 0 PILING 147 60" CAST-IN-DRILLED-HOLE CONCRETE LF 600.2000 216,072.00 360.000 216,072 PILING 148 66" CAST-IN-DRILLED-HOLE CONCRETE LF 832.5100 1,778,241.36 2,136.000 1,778,241 PILING 152 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 340.9200 370,239.12 1,086.000 370,239 (F) 153 STRUCTURAL CONCRETE, WALL COPING CY 1,813.5300 79,795.32 44.000 79,795 (F) 154 STRUCTURAL CONCRETE, BRIDGE CY 493.1400 3,084,097.56 6,254.000 3,084,097 (F) 155 STRUCTURAL CONCRETE, GRAVITY WALL CY 422.0400 311,887.56 739.000 311,887 (F) 156 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 694.0900 2,106,563.15 3,035.000 2,106,563 (F) FIBER) 157 STRUCTURAL CONCRETE, RETAINING WALL CY 433.3300 1,620,654.20 3,681.460 1,595,287 (F) 159 STRUCTURAL CONCRETE, BARRIER SLAB CY 568.6700 533,981.13 939.000 533,981 (F) 160 STRUCTURAL CONCRETE, APPROACH SLAB CY 741.0700 416,481.34 562.000 416,481 (F) (TYPE N) 161 STRUCTURAL CONCRETE, APPROACH SLAB CY 780.7700 113,211.65 145.000 113,211 (F) (TYPE N MODIFIED) 162 STRUCTURAL CONCRETE, DEADMAN ANCHOR CY 700.2200 91,028.60 130.000 91,028 (F) 163 TEMPORARY INLET EA 7,370.6900 29,482.76 5.000 36,853 164 STRUCTURAL CONCRETE, CRASH WALL CY 422.2300 2,206,996.21 1,133.000 478,386 (F) 165 MINOR CONCRETE CY 716.6000 283,773.60 346.510 248,309 (F) 166 MINOR CONCRETE (MINOR STRUCTURE) CY 1,372.1200 780,736.28 588.630 807,671 (F) 167 MINOR CONCRETE (BACKFILL) CY 283.4900 153,084.60 517.990 146,844 (F) 168 WESTERN BASALT TEXTURE SQFT 19.8900 704,802.15 35,435.000 704,802 (F) PROGRAM CAS145 PAGE 7 DATE 06/14/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 12:23 PM ESTIMATE NO. 036 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/14/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 169 FURNISH PRECAST PRESTRESSED CONCRETE EA 28,810.8500 288,108.50 10.000 288,108 WIDE FLANGE GIRDER (80'-90') 170 FURNISH PRECAST PRESTRESSED CONCRETE EA 30,211.2500 1,117,816.25 37.000 1,117,816 WIDE FLANGE GIRDER (90'-100') 171 FURNISH PRECAST PRESTRESSED CONCRETE EA 34,617.6900 276,941.52 8.000 276,941 WIDE FLANGE GIRDER (110'-120') 172 FURNISH PRECAST PRESTRESSED CONCRETE EA 40,759.5400 937,469.42 23.000 937,469 WIDE FLANGE GIRDER (120'-130') 173 FURNISH PRECAST PRESTRESSED CONCRETE EA 51,591.5300 1,031,830.60 20.000 1,031,830 WIDE FLANGE GIRDER (150'-160') 174 ERECT PRECAST PRESTRESSED CONCRETE EA 10,582.1500 1,037,050.70 98.000 1,037,050 (F) GIRDER 175 JOINT SEAL (MR 1 1/2") LF 78.1700 23,685.51 300.000 23,451 176 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 307.0900 26,409.74 48.000 14,740 177 JOINT SEAL ASSEMBLY (MR 3") LF 307.0900 26,409.74 85.000 26,102 178 JOINT SEAL (MR 2") LF 100.5000 28,542.00 281.000 28,240 179 BAR REINFORCING STEEL (BRIDGE) LB 1.2300 3,467,361.39 2,818,993.000 3,467,361 (F) 180 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0700 809,119.02 747,798.790 800,144 (F) 181 BAR REINFORCING STEEL (WALL COPING) LB 1.0100 6,477.13 6,413.000 6,477 (F) 182 BAR REINFORCING STEEL (GRAVITY WALL) LB 1.1700 31,167.63 26,639.000 31,167 (F) 183 BAR REINFORCING STEEL (CRASH WALL) LB 0.9500 1,515,211.05 321,113.000 305,057 (F) 185 HEADED BAR REINFORCEMENT EA 3.3500 529.30 126.000 422 (F) 186 BAR REINFORCING STEEL (DEADMAN ANCHOR) LB 1.1200 18,902.24 16,877.000 18,902 (F) 187 STRUCTURAL STEEL (BRIDGE) LB 6.7000 75,656.40 11,292.000 75,656 (F) 188 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 4.5600 109,440.00 23,965.000 109,280 189 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.9200 22,080.00 23,965.000 22,047 190 FURNISH SIGN STRUCTURE (TRUSS) LB 3.4400 553,840.00 132,885.000 457,124 191 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2900 46,690.00 132,885.000 38,536 192 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 19.0300 11,418.00 600.000 11,418 WITHOUT WALKWAY) 193 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 4.6100 2,766.00 600.000 2,766 WITHOUT WALKWAY) 194 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 36.9100 100,395.20 2,719.300 100,369 195 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5300 3,689.60 299.550 3,453 (0.063"-UNFRAMED) 196 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.1200 1,454.40 112.100 1,358 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 8 DATE 06/14/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 12:23 PM ESTIMATE NO. 036 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/14/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 197 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.4300 3,305.90 22.000 559 (0.080"-FRAMED) 198 METAL BARRIER MOUNTED SIGN LB 18.9300 32,938.20 1,737.000 32,881 199 ROADSIDE SIGN - ONE POST EA 354.8600 19,162.44 58.000 20,581 200 ROADSIDE SIGN - TWO POSTS EA 1,123.7300 11,237.30 11.000 12,361 201 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 136.0300 3,672.81 19.000 2,584 METHOD) 202 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 9.2300 2,584.40 277.500 2,561 203 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5300 5,188.50 341.080 3,932 (0.063"-UNFRAMED) FOR TYPE XI 204 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.1200 2,060.40 234.750 2,845 (0.080"-UNFRAMED) FOR TYPE XI 205 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 24.8400 1,266.84 15.000 372 (0.063"-FRAMED) FOR TYPE XI 206 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.4300 9,154.80 345.500 8,786 (0.080"-FRAMED) FOR TYPE XI 207 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.7300 4,824.60 988.290 4,674 208 SOUND WALL (MASONARY BLOCK) SQFT 24.7500 436,936.50 18,278.000 452,380 (F) 210 PREPARE AND STAIN CONCRETE SQFT 3.4200 69,063.48 3,727.000 12,746 211 ANTI-GRAFFITI COATING SQFT 0.8500 224,136.50 0.000 0 (F) 212 18" ALTERNATIVE PIPE CULVERT LF 93.1700 62,423.90 839.000 78,169 213 24" ALTERNATIVE PIPE CULVERT LF 108.2400 898,392.00 8,315.000 900,015 214 30" ALTERNATIVE PIPE CULVERT LF 131.9700 320,687.10 2,499.000 329,793 215 36" ALTERNATIVE PIPE CULVERT LF 150.3000 586,170.00 3,938.000 591,881 217 18" REINFORCED CONCRETE PIPE LF 100.9700 228,192.20 2,350.000 237,279 218 24" REINFORCED CONCRETE PIPE LF 117.2500 111,387.50 906.000 106,228 219 36" REINFORCED CONCRETE PIPE LF 212.1900 1,294,359.00 6,128.000 1,300,300 220 42" REINFORCED CONCRETE PIPE LF 245.0500 225,446.00 1,000.000 245,050 221 48" REINFORCED CONCRETE PIPE LF 350.0300 52,504.50 148.000 51,804 222 30" REINFORCED CONCRETE PIPE LF 150.2200 178,761.80 1,304.000 195,886 223 JACK AND BORE 24" REINFORCED CONCRETE LF 678.2100 162,770.40 246.000 166,839 PIPE 224 JACK AND BORE 36" REINFORCED CONCRETE LF 1,134.3200 136,118.40 120.000 136,118 PIPE 225 GEOCOMPOSITE DRAIN SQFT 3.8100 53,911.50 14,150.000 53,911 (F) PROGRAM CAS145 PAGE 9 DATE 06/14/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 12:23 PM ESTIMATE NO. 036 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/14/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 227 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 105.6800 30,647.20 270.600 28,597 (.064" THICK) 228 18" STEEL FLARED END SECTION EA 1,020.5600 3,061.68 3.000 3,061 229 18" CONCRETE FLARED END SECTION EA 1,757.6200 1,757.62 1.000 1,757 230 24" CONCRETE FLARED END SECTION EA 1,871.0200 7,484.08 4.000 7,484 231 36" CONCRETE FLARED END SECTION EA 3,231.7600 3,231.76 1.000 3,231 232 42" CONCRETE FLARED END SECTION EA 4,309.0200 12,927.06 3.000 12,927 233 24" ALTERNATIVE FLARED END SECTION EA 1,247.3500 1,247.35 2.000 2,494 234 36" PRECAST CONCRETE PIPE INLET LF 589.6600 2,948.30 12.000 7,075 236 ROCK SLOPE PROTECTION CY 284.1800 65,361.40 228.280 64,872 (FACING, METHOD B) (CY) 237 CONCRETE (CONCRETE APRON) CY 947.6500 37,906.00 37.050 35,110 238 SLOPE PAVING (CONCRETE) CY 1,031.8800 43,338.96 42.000 43,338 239 SLOPE PAVING (CONCRETE) (STAMPED SQFT 15.4600 217,012.02 14,037.000 217,012 (F) FRACTURED ROCK TEXTURE) 240 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.6700 3,231.90 638.190 3,618 241 MINOR CONCRETE (CURB) (CY) CY 860.1000 12,901.50 21.980 18,905 242 MINOR CONCRETE (PCC DIKE) CY 596.3600 83,490.40 159.120 94,892 243 MINOR CONCRETE (GUTTER)(LF) LF 44.2800 131,378.76 2,925.000 129,519 244 MINOR CONCRETE (MISCELLANEOUS CY 886.2100 5,317.26 0.000 0 CONSTRUCTION) 245 MINOR CONCRETE (CURB AND GUTTER) CY 863.3000 8,633.00 5.370 4,635 247 MINOR CONCRETE (TEXTURED PAVING) TYPE 1- CY 744.7900 789,477.40 1,158.780 863,047 FRACTURED ROCK PATTERN 248 MINOR CONCRETE (TEXTURED PAVING) TYPE 2- CY 715.1500 157,333.00 215.000 153,757 RIVER STONE PATTERN, NOINTEGRAL COLOR 249 MINOR CONCRETE (TEXTURED PAVING) TYPE 3- CY 861.2700 198,092.10 233.640 201,227 RIVER STONE PATTERN, BURNT RED COLOR 250 MINOR CONCRETE (TEXTURED PAVING) TYPE 4- CY 740.9200 318,595.60 472.090 349,780 SMOOTH PATTERN 251 BOOSTER PUMP EA 13,553.6100 27,107.22 2.000 27,107 252 MISCELLANEOUS IRON AND STEEL LB 3.2700 169,958.25 43,892.000 143,526 (F) 253 MANHOLE FRAME AND COVER EA 1,814.3200 48,986.64 24.000 43,543 254 MISCELLANEOUS METAL (BRIDGE) LB 5.5800 9,301.86 1,667.000 9,301 (F) 255 MISCELLANEOUS METAL (TIE ROD) LF 35.7300 121,374.81 3,397.000 121,374 (F) PROGRAM CAS145 PAGE 10 DATE 06/14/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 12:23 PM ESTIMATE NO. 036 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/14/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 256 18" REINFORCED CONCRETE PIPE LF 132.8700 259,096.50 290.000 38,532 (HIGH SPEED RAIL) 257 24" REINFORCED CONCRETE PIPE LF 113.0800 356,202.00 3,152.000 356,428 (HIGH SPEED RAIL) 258 36" REINFORCED CONCRETE PIPE LF 318.9000 6,378.00 0.000 0 (HIGH SPEED RAIL) 259 8" PVC PIPE (HIGH SPEED RAIL) LF 39.6900 9,922.50 132.000 5,239 260 MINOR CONCRETE (MINOR STRUCTURE) CY 1,703.1400 255,471.00 81.370 138,584 (HIGH SPEED RAIL) 261 PREPARED SUBGRADE (HIGH SPEED RAIL) CY 62.5000 1,487,500.00 0.000 0 262 DRAINAGE INLET (TYPE D) (FMFCD) EA 5,335.2900 96,035.22 21.000 112,041 263 DRAINAGE INLET (TYPE DD) (FMFCD) EA 7,947.6500 15,895.30 3.000 23,842 264 DRAINAGE INLET (TYPE E) (FMFCD) EA 1,930.5700 13,513.99 5.000 9,652 265 MANHOLE (TYPE A - CASE 1) (FMFCD) EA 4,765.7700 85,783.86 21.000 100,081 266 MANHOLE (TYPE A - CASE 2) (FMFCD) EA 5,901.7300 23,606.92 4.000 23,606 267 MANHOLE (TYPE A - CASE 3) (FMFCD) EA 11,237.2300 56,186.15 6.000 67,423 270 FURNISH AND INSTALL 14" WATER MAIN(CITY) LF 196.7200 428,849.60 2,228.000 438,292 271 FURNISH AND INSTALL 16" DUCTILE IRON LF 197.8200 146,386.80 776.000 153,508 WATER MAIN IN STEEL CASING (CITY) 272 FURNISH AND INSTALL 24" STEEL CASING LF 1,066.8600 138,691.80 0.000 0 (CITY) 273 JACK AND BORE 28" STEEL CASING LF 793.9900 484,333.90 698.000 554,205 (0.50" THICK) (CITY) 274 JACK AND BORE 64" STEEL CASING LF 1,690.0200 2,501,229.60 1,030.000 1,740,720 (1" THICK) (CITY) 275 FURNISH AND INSTALL 8" SEWER MAIN(CITY) LF 75.0000 106,500.00 1,047.000 78,525 276 FURNISH AND INSTALL 10" SEWER MAIN(CITY) LF 85.2600 175,635.60 2,164.000 184,502 277 FURNISH AND INSTALL 45" SEWER MAIN(CITY) LF 708.9700 829,494.90 130.000 92,166 278 FURNISH AND INSTALL 6" SEWER SERVICE EA 1,911.8800 11,471.28 4.000 7,647 (CITY) 279 FURNISH AND INSTALL 8" FIRE SERVICE EA 9,238.7300 18,477.46 1.000 9,238 (WATER MAIN - CITY) 280 CONSTRUCT 48" SEWER MANHOLE (CITY) EA 6,525.9200 123,992.48 19.000 123,992 281 CONSTRUCT 72" SPECIAL SEWER MANHOLE EA 25,876.4200 103,505.68 1.000 25,876 (CITY) 283 FURNISH AND INSTALL 1.5" WATER SERVICE EA 6,633.3300 19,899.99 5.000 33,166 AND METER BOX (CITY) 284 FURNISH AND INSTALL 2" WATER SERVICE EA 7,307.9000 7,307.90 1.000 7,307 AND METER BOX (CITY) 285 FURNISH AND INSTALL 4" WATER SERVICE EA 15,848.7700 15,848.77 0.000 0 AND METER BOX (CITY) PROGRAM CAS145 PAGE 11 DATE 06/14/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 12:23 PM ESTIMATE NO. 036 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/14/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 286 FURNISH AND INSTALL FIRE HYDRANTS (CITY) EA 9,556.9300 86,012.37 8.000 76,455 287 REMOVE WATER MAINS (CITY) LF 20.9100 203,663.40 8,751.000 182,983 288 ABANDON WATER MAINS (CITY) LF 17.1100 26,349.40 651.000 11,138 289 ABANDON SEWER MAINS (CITY) LF 9.0000 16,380.00 406.000 3,654 290 REMOVE 45" SEWER MAINS (CITY) LF 123.7100 12,371.00 85.000 10,515 291 ABANDON SEWER HOUSE BRANCH (CITY) EA 652.2900 42,398.85 0.000 0 292 REMOVE SEWER MANHOLES (CITY) EA 2,699.1200 16,194.72 9.000 24,292 293 REMOVE FIRE HYDRANT (CITY) EA 1,367.1200 12,304.08 7.000 9,569 294 RELOCATE EXIST HOUSE BRANCH (CITY) EA 1,911.8800 3,823.76 0.000 0 295 ADJUST WATER VALVE LID TO GRADE (CITY) EA 336.8000 2,357.60 19.000 6,399 296 CONCRETE MASONRY WALL (CITY) SQFT 37.2400 31,654.00 834.000 31,058 297 CONCRETE VALLEY GUTTER (CITY) CY 512.0100 56,321.10 88.910 45,522 298 CURB (CITY) CY 755.6000 83,116.00 132.280 99,950 299 CURB AND GUTTER (CITY) CY 452.9000 240,037.00 458.970 207,867 300 CURB RAMP (CITY) CY 889.0000 36,449.00 43.430 38,609 301 DETECTABLE WARNING SURFACE (CITY) SQFT 39.1400 16,438.80 702.500 27,495 302 DRIVEWAY (CITY) CY 506.7500 101,350.00 187.490 95,010 303 SIDEWALK (CITY) CY 528.1500 411,957.00 688.660 363,715 304 TEXTURED PAVING (CITY) CY 951.4500 19,980.45 17.110 16,279 305 REMOVE BRICK WALL (CITY) LF 340.8500 23,859.50 70.000 23,859 306 REMOVE CONCRETE (CITY) CY 80.7200 62,961.60 1,168.580 94,327 307 REMOVE CONCRETE WALL (CITY) LF 34.0900 10,908.80 320.000 10,908 308 REMOVE RET WALL (CITY) LF 90.8900 43,627.20 355.000 32,265 309 30" REINFORCED CONCRETE PIPE (RUBBER LF 159.4600 65,378.60 416.000 66,335 GASKET JOINT) (FID) 310 36" REINFORCED CONCRETE PIPE (RUBBER LF 205.1000 69,734.00 376.000 77,117 GASKET JOINT) (FID) 311 42" REINFORCED CONCRETE PIPE (RUBBER LF 510.2800 147,981.20 297.500 151,808 GASKET JOINT) (FID) 312 60" CONCRETE STAND PIPE (FID) LF 1,050.0700 14,700.98 12.650 13,283 PROGRAM CAS145 PAGE 12 DATE 06/14/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 12:23 PM ESTIMATE NO. 036 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/14/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 314 60" STEEL CASING (0.844" THICKNESS)(FID) LF 1,572.2100 455,940.90 282.000 443,363 315 ABANDON CULVERT (FID) LF 10.2100 10,618.40 0.000 0 317 REGULATION BOX (FID) EA 48,759.9700 48,759.97 1.000 48,759 318 REMOVE CULVERT (FID) LF 119.0700 9,049.32 473.000 56,320 319 REMOVE EXIST REGULATION BOX (FID) EA 2,267.9100 2,267.91 1.000 2,267 320 T-VENT PIPE (FID) EA 3,401.8600 6,803.72 2.000 6,803 323 4" PLASTIC CONDUIT (AT&T) LF 67.5400 925,298.00 13,611.000 919,286 324 4.5'X8.5'X6.5' MANHOLE (AT&T) EA 38,920.1300 311,361.04 8.000 311,361 325 BARREL VAULT (AT&T) EA 5,061.8800 5,061.88 1.000 5,061 332 CHAIN LINK RAILING (TYPE 3L MODIFIED) LF 223.8400 313,376.00 1,400.000 313,376 333 CHAIN LINK FENCE (TYPE CL-6) LF 12.8100 149,877.00 10,937.000 140,102 334 CHAIN LINK RAILING (TYPE 6 MODIFIED) LF 205.7800 291,796.04 1,418.000 291,796 335 SECURITY FENCE (TYPE SF-8) LF 225.3200 51,823.60 226.000 50,922 336 6' SECURITY GATE (TYPE SF-7) EA 2,663.5100 7,990.53 3.000 7,990 337 8' CHAIN LINK GATE (TYPE CL-6) EA 1,163.3100 16,286.34 18.000 20,939 338 DELINEATOR (CLASS 1) EA 55.3900 6,646.80 146.000 8,086 339 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 49.0100 178,396.40 6,107.300 299,318 340 VEGETATION CONTROL (ASPHALT COMPOSITE) SQYD 74.3500 110,038.00 2,911.620 216,478 342 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 103.3400 161,313.74 1,822.000 188,285 (F) 343 TUBULAR HANDRAILING LF 96.9900 8,535.12 88.000 8,535 (F) 344 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 299.9500 424,129.30 1,414.000 424,129 (F) 345 CONCRETE BARRIER (TYPE 26A MODIFIED) LF 266.5400 69,566.94 261.000 69,566 (F) 346 CONCRETE BARRIER (TRANSITION) LF 325.2400 8,131.00 25.000 8,131 347 CABLE RAILING LF 33.3000 76,223.70 2,294.000 76,390 (F) 348 CHAIN LINK FENCE (TYPE CL-2.5,BW) LF 45.3800 546,239.06 0.000 0 349 EXTENSION ARM (BARBWIRE) LF 28.2200 39,056.48 0.000 0 350 TRANSITION RAILING (TYPE WB-31) EA 5,600.9600 78,413.44 20.000 112,019 PROGRAM CAS145 PAGE 13 DATE 06/14/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 12:23 PM ESTIMATE NO. 036 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/14/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 351 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,050.1800 7,351.26 11.000 11,551 352 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,060.6900 44,667.59 14.000 56,849 353 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,220.5500 28,984.95 11.000 35,426 355 CONCRETE BARRIER (TYPE 60F) LF 290.3900 59,529.95 205.000 59,529 357 CONCRETE BARRIER (TYPE 60) LF 61.5600 781,812.00 18,655.800 1,148,451 359 CONCRETE BARRIER (TYPE 60C) LF 87.1200 724,838.40 12,953.200 1,128,482 360 CONCRETE BARRIER (TYPE 60D) LF 81.1300 83,726.16 1,033.000 83,807 361 CONCRETE BARRIER (TYPE 60A MODIFIED) LF 219.6300 65,669.37 302.000 66,328 362 CONCRETE BARRIER (TYPE 60G MODIFIED) LF 98.7300 678,176.37 0.000 0 363 CONCRETE BARRIER (TYPE 60S MODIFIED) LF 162.6200 5,366.46 26.000 4,228 364 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 115.7600 332,115.44 2,869.000 332,115 (F) 365 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 48.7900 353,337.18 2,103.000 102,605 366 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 119.5000 90,820.00 760.000 90,820 (F) 367 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 225.6900 4,513.80 37.000 8,350 (F) 376 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2400 53,040.00 350,776.000 84,186 377 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0700 10,407.30 8,853.000 27,178 378 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0100 963.20 2,627.000 7,907 379 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0100 31,304.00 11,415.054 34,359 380 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 17,350.4800 17,350.48 1.000 17,350 SYSTEM ELEMENTS DURING CONSTRUCTION 381 SIGNAL AND LIGHTING (LOCATION 1) LS 216,153.3100 216,153.31 0.980 211,830 382 SIGNAL AND LIGHTING (LOCATION 2) LS 207,981.7900 207,981.79 0.970 201,742 383 SIGNAL AND LIGHTING CITY (LOCATION 1) LS 320,144.2100 320,144.21 0.995 318,543 384 SIGNAL AND LIGHTING CITY (LOCATION 2) LS 127,833.8100 127,833.81 0.982 125,532 385 SIGNAL AND LIGHTING CITY (LOCATION 3) LS 37,163.5900 37,163.59 1.000 37,163 386 SIGNAL AND LIGHTING CITY (LOCATION 4) LS 37,387.4800 37,387.48 1.000 37,387 387 SIGNAL AND LIGHTING CITY (LOCATION 5) LS 38,171.0500 38,171.05 1.000 38,171 388 SIGNAL AND LIGHTING STAGE 4 LS 773,831.0900 773,831.09 0.988 764,545 PROGRAM CAS145 PAGE 14 DATE 06/14/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 12:23 PM ESTIMATE NO. 036 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/14/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 391 SIGNAL AND LIGHTING STAGE 2A LS 413,053.2000 413,053.20 0.987 407,683 392 CITY LIGHTING LS 468,126.9500 468,126.95 1.000 468,126 393 LIGHTING AND SIGN ILLUMINATION LS 433,985.7000 433,985.70 0.989 429,211 394 INTELLIGENT TRANSPORTATION SYSTEMS LS 2,312,985.9700 2,312,985.97 0.992 2,294,482 395 WEIGH-IN-MOTION SYSTEM LS 627,191.6200 627,191.62 0.986 618,410 396 REMOVE EXISTING ELECTRICAL SYSTEMS LS 107,237.1200 107,237.12 0.986 105,735 397 GROUNDING AND BONDING (STRUCTURES) LS 1,987,580.6500 1,987,580.65 0.021 41,739.19 1.000 1,987,580 398 WATER METER CHARGES LS 13,390.9300 13,390.93 1.000 13,390 399 IRRIGATION WATER SERVICE CHARGES LS 5,538.8300 5,538.83 1.000 5,538 401 TYPE II BARRICADE EA 158.3300 3,166.60 20.000 3,166 402 MODIFY MANHOLE EA 2,154.5100 10,772.55 7.100 15,297 403 CLEARING AND GRUBBING (LS) LS 793,058.1000 793,058.10 1.000 793,058 404 DEVELOP WATER SUPPLY LS 357,012.1700 357,012.17 1.000 357,012 405 PLACE HOT MIX ASPHALT SQYD 173.2900 693.16 979.740 169,779 (MISCELLANEOUS AREA) 406 INDIVIDUAL SLAB REINFORCEMENT (RSC) CY 1,057.9300 264,482.50 223.500 236,447 407 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 509.5400 514,635.40 156.060 79,518 408 16" CAST-IN-DRILLED HOLE CONCRETE PILING LF 68.3800 58,806.80 858.000 58,670 (SOUND WALL) 409 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 576.6600 6,343.26 11.000 6,343 (SIGN FOUNDATION) 410 36" CAST-IN-DRILLED-HOLE-CONCRETE PILE LF 720.8300 51,899.76 72.000 51,899 (SIGN FOUNDATION) 411 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 922.6600 202,985.20 175.000 161,465 (SIGN FOUNDATION) 412 TEMPORARY CULVERT (24" APC) LF 100.0500 31,015.50 238.000 23,811 413 TEMPORARY CULVERT (24" SLOTTED CSP) LF 130.6000 238,998.00 1,829.000 238,867 414 18" ALTERNATIVE FLARED END SECTION EA 1,133.9500 1,133.95 1.000 1,133 415 FURNISH AND INSTALL 64" STEEL CASING LF 1,687.2000 1,046,064.00 0.000 0 (CITY) 416 MODIFY SEWER MAIN DROP MANHOLE (CITY) EA 4,554.7800 13,664.34 1.000 4,554 417 MEDIAN ISLAND PAVING (CITY) CY 503.6000 443,168.00 736.150 370,725 418 FURNISH AND INSTALL 16" PVC WATER MAIN LF 285.0000 632,700.00 2,424.000 690,840 (CITY) PROGRAM CAS145 PAGE 15 DATE 06/14/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 12:23 PM ESTIMATE NO. 036 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/14/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 420 REMOVE UTILITY VAULT (AT&T) EA 2,778.8900 100,040.04 0.000 0 421 ABANDON UTILITY VAULT (AT&T) EA 13,645.0200 13,645.02 0.000 0 422 REMOVE UTILITY CONDUIT (AT&T) LF 28.2700 384,472.00 0.000 0 424 MARKER EA 221.5500 886.20 5.000 1,107 425 ALTERNATIVE CRASH CUSHION SYSTEM EA 52,789.0200 52,789.02 1.000 52,789 426 THERMOPLATIC PAVEMENT MARKING SQFT 5.4200 37,560.60 8,004.000 43,381 (ENHANCED WET NIGHT VISIBILITY) 427 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 51,540.00 34,505.000 20,703 (ENHANCED WET NIGHT VISIBILITY) 428 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 1,386.00 4,906.000 2,060 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 429 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 36,918.00 13,051.000 5,481 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 430 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7800 25,038.00 95,197.000 74,253 (ENHANCED WET NIGHT VISIBILITY) 431 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7800 265.20 250.000 195 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 432 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9600 20,736.00 21,040.000 20,198 (ENHANCED WET NIGHT VISIBILITY) 433 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9600 6,316.80 10,373.000 9,958 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 435 TABLET COMPUTERS EA 1,699.4100 25,491.15 15.000 25,491 436 TEMPORARY SHUTTLE SERVICE LS 243,821.9800 243,821.98 1.000 243,821 437 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.1800 961.40 667.000 2,788 438 REMOVE SEWER MAINS (CITY) LF 31.4900 51,643.60 1,640.000 51,643 439 ABANDON SEWER MANHOLES (CITY) EA 3,036.5200 6,073.04 2.000 6,073 440 2" POLYVINYL CHLORIDE CONDUIT (COMCAST) LF 9.4000 61,570.00 7,130.000 67,022 441 CHAIN LINK RAILING (MODIFIED) LF 89.9700 15,564.81 173.000 15,564 443 FURNISH NON POTABLE WATER MGAL 26.0300 1,561,800.00 0.000 0 444 TEMPORARY WOOD POLE (COMCAST) LS 29,954.3200 29,954.32 1.000 29,954 446 REMOVE UTILITY CONDUIT - ASBESTOS (AT&T) LF 41.8500 464,535.00 0.000 0 447 PROPOSED SCOPE REDUCTIONS LS -12,200,000.0000-12,200,000.00 1.000-12,200,000 PROGRAM CAS145 PAGE 16 DATE 06/14/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 12:23 PM ESTIMATE NO. 036 BID OPENING 05/13/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 06/14/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 136,975.41 103,154,777.08 ADJUSTMENT OF COMPENSATION 0.00 13,481,258.63 EXTRA WORK 141,752.11 5,491,235.23 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 278,727.52 122,127,270.94 448 MOBILIZATION LS 11,396,418.6900 11,396,418.69 1.000 11,396,418 ORIGINAL CONTRACT AMOUNT 127,651,409.07 TOTAL WORK COMPLETED 278,727.52 133,523,689.63 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -125,000.00 -340,158.93 TOTAL 153,727.52 133,183,530.70 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 07/25/16 515 08/08/16 08/08/16 03/12/20 560 140 24 0 99% 100% PROGRESS IS SATISFACTORY KIMURA, JUSTIN RESIDENT ENGINEER PROGRAM CAS145 DATE 06/14/19