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 02/22/18 EST. NO. 019 TIME 11:01 AM 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 0373 4,404.86 E.W. @ F.A.(+) 052317 N 34.010 0452 2,935.54 011518 Y 0986.0 0453 1,466.74 011118 Y 0988.0 0454 12,946.95 121017 Y 0980.0 0455 9,289.19 121317 Y 0981.0 0456 3,795.00 082216 Y 0065.1 0457 880.00 092816 Y 0066.1 0458 191.60 041117 Y 0459.1 0465 1,876.42 103017 N 0888.0 0466 444.72 122717 Y 0968.0 0467 2,210.25 010218 Y 0969.0 0468 3,764.68 011018 Y 0992.0 0469 390.78 011718 Y 1005.0 0470 365.81 010218 Y 0970.0 0475 826.23 041917 Y 1034.0 0478 5,956.76 080817 N 726.01 002 0017 277.46 E.W. @ F.A.(+) 091417 Y 0977.0 0018 537.10 112816 Y 0979.0 0019 427.17 011918 N 1003.0 004 0011 300.00 E.W. @ F.A.(+) 102617 N 0810.0 006 0173 6,176.17 E.W. @ F.A.(+) 060617 Y 0641.0 0186 778.65 022717 Y 0487.0 0187 1,176.04 042617 Y 0503.0 0188 1,749.84 082417 Y 0741.0 0189 555.65 082517 Y 0742.0 008 0248 1,495.35 E.W. @ F.A.(+) 120417 Y 0958.0 0250 2,188.31 122717 Y 0973.0 0251 324.13 122917 Y 0974.0 0252 278.81 112017 Y 0982.0 0255 2,008.49 122917 Y 0967.0 0257 2,571.64 103017 Y 1035.0 0258 1,643.93 103117 Y 1036.0 0259 326.02 110117 Y 1037.0 0260 227.80 012218 Y 1054.0 0261 509.05 012218 Y 1055.0 0262 1,085.33 012318 Y 1056.0 0263 317.97 012318 Y 1057.0 009 0001 1,687,218.38 A.C. @ L.S.(+) 022018 N 111111 0002 -125,418.38 A.C. @ L.S.(-) 022018 N 2222 0 010 0001 -491,957.70 A.C. @ L.S.(-) 022018 N 111110 0002 491,957.70 A.C. @ L.S.(+) 022018 N 222222 011 0001 -29,178.80 A.C. @ U.P.(-) 022018 N 111110 0002 29,178.80 A.C. @ L.S.(+) 022018 N 222220 012 0001 149,434.00 A.C. @ L.S.(+) 022018 N 111110 0002 -149,434.00 A.C. @ L.S.(-) 022018 N 222220 025 0028 8,210.42 E.W. @ F.A.(+) 101617 N 428414 0029 8,501.09 101717 N 428416 0030 7,747.70 101817 N 428418 0031 12,224.76 101317 N 428419 0032 7,033.31 101217 N 428420 0033 5,925.01 101117 N 428421 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 02/22/18 EST. NO. 019 TIME 11:01 AM 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 --------------------------------------------------------------------------- 027 0035 575.08 E.W. @ F.A.(+) 101417 Y 0897.0 0039 1,763.22 122717 Y 0971.0 0040 545.32 122817 Y 0972.0 0049 508.59 110117 Y 1040.0 028 0011 1,943.10 E.W. @ F.A.(+) 091617 Y 0818.0 0021 1,191.42 092817 Y 0828.0 0031 9,265.18 091417 Y 0846.0 0042 358.64 060917 Y 0867.0 0053 1,956.69 110217 Y 1042.0 0054 1,467.55 110317 Y 1043.0 033 0001 -54,144.60 A.C. @ L.S.(-) 022018 N 111110 0002 54,144.60 A.C. @ L.S.(+) 022018 N 222220 035 0001 128,490.27 E.W. @ L.S.(+) 022018 N 111110 044 0007 1,213.74 E.W. @ F.A.(+) 071417 Y 0858.0 054 0002 3,030.78 E.W. @ F.A.(+) 011618 Y 0987.0 0003 904.07 011518 Y 0989.0 0004 2,692.60 010518 Y 0991.0 0005 2,034.64 010418 Y 0983.0 0007 2,898.78 121417 Y 0976.0 0008 2,363.26 011218 Y 0994.0 0009 3,030.78 011118 Y 0995.0 0010 1,029.69 012518 Y 1058.0 0011 2,140.75 012918 Y 1061.0 0012 1,571.12 013018 Y 1062.0 0013 820.01 020118 Y 1063.0 1,859,938.01 TOTAL THIS ESTIMATE 5,345,272.61 TOTAL PREVIOUS ESTIMATE 7,205,210.62 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 02/22/18 EST. NO. 019 TIME 11:01 AM 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 0.00 -139,321.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 005 MISSING PAYROLLS -10,000.00 009 0.00 -20,000.00 TOTAL DEDUCTIONS 0.00 -159,321.00 PROGRAM CAS145 PAGE 1 DATE 02/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 11:01 AM ESTIMATE NO. 019 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 02/20/18 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 02/22/18 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 0.750 5,557 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 16,616.4900 16,616.49 0.250 4,154 003 TIME-RELATED OVERHEAD (WDAY) WDAY 20,072.4900 10,337,332.35 20.000 401,449.80 325.000 6,523,559 004 CONSTRUCTION AREA SIGNS LS 70,966.2700 70,966.27 0.011 780.63 0.726 51,521 005 TRAFFIC CONTROL SYSTEM LS 1,874,745.0400 1,874,745.04 0.038 71,240.31 0.619 1,160,467 006 TYPE III BARRICADE EA 101.0600 23,243.80 23.000 2,324.38 152.000 15,361 007 CHANNELIZER (SURFACE MOUNTED) EA 41.4300 9,528.90 72.000 2,982.96 700.000 29,001 008 TRAFFIC PLASTIC DRUM EA 132.5300 22,530.10 73.000 9,674.69 208.000 27,566 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 121,948.5500 121,948.55 0.038 4,634.04 0.619 75,486 011 TEMPORARY RAILING (TYPE K) LF 15.5400 1,145,298.00 8,520.000 132,400.80 57,578.000 894,762 012 TEMPORARY CRASH CUSHION MODULE EA 272.2900 70,795.40 42.000 11,436.18 224.000 60,992 013 ALTERNATIVE TEMPORARY CRASH CUSHION EA 8,800.9400 88,009.40 2.000 17,601.88 15.000 132,014 SYSTEM 014 TEMPORARY TRAFFIC SCREEN LF 5.0500 198,970.00 7,650.000 38,632.50 33,170.000 167,508 015 JOB SITE MANAGEMENT LS 150,056.1500 150,056.15 0.038 5,702.13 0.621 93,184 016 PREPARE STORM WATER POLLUTION PREVENTION LS 1.1200 1.12 0.590 0 PLAN 017 STORM WATER ANNUAL REPORT EA 896.4000 1,792.80 1.000 896 018 MOVE-IN/MOVE-OUT EA 984.0600 5,904.36 2.000 1,968 (TEMPORARY EROSION CONTROL) 019 TEMPORARY HYDRAULIC MULCH SQYD 0.6500 15,730.00 20,605.890 13,393 (BONDED FIBER MATRIX) 020 TEMPORARY SOIL BINDER SQYD 0.2200 5,324.00 0.000 0 021 TEMPORARY DRAINAGE INLET PROTECTION EA 157.4500 39,362.50 4.000 629.80 75.000 11,808 022 TEMPORARY FIBER ROLL LF 2.8800 8,640.00 802.000 2,309 023 TEMPORARY SILT FENCE LF 2.3100 23,100.00 5,032.000 11,623 PROGRAM CAS145 PAGE 2 DATE 02/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 11:01 AM ESTIMATE NO. 019 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 02/20/18 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 02/22/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 11.700 71,579 025 STREET SWEEPING LS 659,120.8500 659,120.85 0.546 359,879 026 TEMPORARY CONCRETE WASHOUT LS 134,425.9700 134,425.97 0.031 4,167.21 0.625 84,016 027 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 12,755.000 9,948 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 0.000 0 032 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 16,936.000 92,301 035 REMOVE GUARDRAIL LF 14.0000 43,680.00 1,735.000 24,290 036 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 0.900 15,247 038 REMOVE PAINTED TRAFFIC STRIPE LF 0.2400 39,840.00 17,381.000 4,171.44 64,034.000 15,368 039 REMOVE PAINTED PAVEMENT MARKING SQFT 2.4100 4,434.40 168.000 404.88 2,280.000 5,494 040 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3600 8,568.00 39,313.000 14,152 041 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0100 3,762.50 1,162.000 3,497 042 REMOVE PAVEMENT MARKER EA 1.2000 7,008.00 1,470.000 1,764 043 REMOVE BILLBOARD SIGN EA 3,808.1400 3,808.14 1.000 3,808 044 REMOVE ROADSIDE SIGN EA 59.1400 8,279.60 153.000 9,048 045 REMOVE SIGN STRUCTURE EA 2,883.3300 34,599.96 6.000 17,299 046 REMOVE SIGN PANEL EA 2,584.3100 5,168.62 0.000 0 048 REMOVE CULVERT (LF) LF 24.9500 102,045.50 35.000 873.25 4,750.200 118,517 049 REMOVE INLET EA 635.0100 28,575.45 1.000 635.01 41.000 26,035 050 REMOVE HEADWALL EA 340.1900 680.38 7.000 2,381 051 REMOVE MANHOLE EA 1,360.7400 8,164.44 1.000 1,360.74 6.000 8,164 PROGRAM CAS145 PAGE 3 DATE 02/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 11:01 AM ESTIMATE NO. 019 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 02/20/18 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 02/22/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 284,230.00 107,473.960 46,213 054 ADJUST INLET TO GRADE EA 2,494.7000 2,494.70 0.900 2,245 055 RELOCATE BOOSTER PUMP LS 2,258.9400 2,258.94 0.000 0 056 RELOCATE ROADSIDE SIGN EA 277.9700 10,840.83 10.000 2,779 058 ADJUST MANHOLE TO GRADE EA 850.4600 9,355.06 5.200 4,422 059 MODIFY INLET EA 2,381.3000 7,143.90 5.000 11,906 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.4300 128,968.00 2,147.300 7,365.24 25,782.940 88,435 061 REMOVE CONCRETE (CY) CY 27.7800 1,511,232.00 330.220 9,173.51 7,942.790 220,650 062 REMOVE CONCRETE ISLAND CY 84.8100 85,658.10 545.330 46,249 063 REMOVE CONCRETE BARRIER LF 17.0400 247,080.00 1,600.000 27,264.00 5,848.000 99,649 064 BRIDGE REMOVAL, LOCATION A LS 618,318.7900 618,318.79 0.130 80,381.44 0.500 309,159 065 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 0.000 0 068 BRIDGE REMOVAL (PORITION), LOCATION B LS 6,646.5900 6,646.59 0.000 0 069 ROADWAY EXCAVATION CY 22.8200 7,690,340.00 7,167.310 163,558.01 282,882.990 6,455,389 070 ROADWAY EXCAVATION (TYPE Y-2) CY 45.6800 89,989.60 1,096.710 50,097 (AERIALLY DEPOSITED LEAD) 071 STRUCTURE EXCAVATION (BRIDGE) CY 242.9100 1,352,765.79 5,196.200 1,262,208 (F) 072 STRUCTURE EXCAVATION (CRASH WALL) CY 26.7400 282,374.40 0.000 0 (F) 073 STRUCTURE EXCAVATION (RETAINING WALL) CY 94.2700 698,069.35 123.600 11,651.77 7,218.600 680,497 (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 3,958.000 352,974 (F) 077 STRUCTURE BACKFILL (CRASH WALL) CY 52.8500 138,519.85 0.000 0 (F) 078 STRUCTURE BACKFILL (RETAINING WALL) CY 49.9000 582,183.30 11,417.400 569,728 (F) 079 STRUCTURE BACKFILL (GRAVITY WALL) CY 270.4200 183,074.34 17.000 4,597.14 677.000 183,074 080 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 02/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 11:01 AM ESTIMATE NO. 019 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 02/20/18 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 02/22/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.950 2,104 083 PRUNE EXISTING PLANTS LS 1,355.3600 1,355.36 0.570 772 086 IRON SULFATE (LB) LB 0.5600 526.40 0.000 0 087 SOIL AMENDMENT CY 33.8800 1,355.20 0.000 0 088 PACKET FERTILIZER EA 0.1100 583.00 0.000 0 089 PLANT (GROUP M) EA 2.2600 3,503.00 0.000 0 090 PLANT (GROUP A) EA 9.0400 14,825.60 0.000 0 091 PLANT (GROUP B) EA 22.5900 23,945.40 0.000 0 092 MAINTAIN EXISTING PLANTED AREAS LS 28,236.6900 28,236.69 0.070 1,976.57 0.600 16,942 093 PLANT ESTABLISHMENT WORK LS 20,330.4100 20,330.41 0.000 0 094 GRAVEL MULCH SQFT 1.4700 690.90 0.000 0 095 WOOD MULCH CY 45.1800 253,911.60 0.000 0 096 ROOT PROTECTOR EA 22.5900 23,945.40 0.000 0 097 CHECK AND TEST EXISTING IRRIGATION LS 1,694.2000 1,694.20 0.950 1,609 FACILITIES 098 OPERATE EXISTING IRRIGATION FACILITIES LS 16,942.0100 16,942.01 0.030 508.26 0.600 10,165 099 CONTROL AND NEUTRAL CONDUCTORS LS 55,089.7800 55,089.78 0.490 26,993 (ARMOR-CLAD) 100 1" REMOTE CONTROL VALVE EA 338.8400 1,355.36 0.000 0 101 1 1/2" REMOTE CONTROL VALVE EA 395.3100 12,254.61 6.000 2,371 102 2" REMOTE CONTROL VALVE EA 451.7900 1,355.37 0.000 0 103 2" WYE STRAINER ASSEMBLY EA 564.7300 7,341.49 2.000 1,129 104 24-32 STATION IRRIGATION CONTROLLER EA 22,589.3500 67,768.05 0.000 0 (WALL MOUNTED) 105 3" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 17.5100 4,202.40 0.000 0 106 3" BACKFLOW PREVENTER ASSEMBLY EA 4,066.0800 12,198.24 0.000 0 107 BACKFLOW PREVENTER BLANKET EA 169.4200 508.26 0.000 0 108 FLOW SENSOR EA 564.7300 1,694.19 0.000 0 109 POP-UP SPRINKLER ASSEMBLY EA 62.1200 10,560.40 65.000 4,037 110 ROOT WATERING BUBBLER ASSEMBLY (12) EA 56.4700 6,776.40 118.000 6,663 PROGRAM CAS145 PAGE 5 DATE 02/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 11:01 AM ESTIMATE NO. 019 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 02/20/18 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 02/22/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 93,175.50 374.000 21,119 112 ROOT WATERING BUBBLER ASSEMBLY (36) EA 56.4700 32,187.90 294.000 16,602 113 3" GATE VALVE EA 677.6800 8,809.84 3.000 2,033 114 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.3300 267,759.00 10,920.000 69,123 LINE) 115 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.7800 37,086.60 2,405.000 16,305 LINE) 116 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 56,910.00 2,840.000 19,880 (SUPPLY LINE) 117 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.3400 25,690.00 780.000 5,725 (SUPPLY LINE) 118 2" PLASTIC PIPE (SCHEDULE 40) LF 7.6800 96,768.00 3,110.000 23,884 (SUPPLY LINE) 119 3" PLASTIC PIPE (CLASS 315) LF 8.4700 65,473.10 5,700.000 48,279 (SUPPLY LINE) 120 PRESSURE REGULATING VALVE EA 1,129.4700 10,165.23 3.000 3,388 121 QUICK COUPLIING VALVE EA 338.8400 1,016.52 0.000 0 122 CHECK VALVE EA 225.8900 15,586.41 25.000 5,647 123 10" CORRUGATED STEEL PIPE CONDUIT LF 28.2400 16,379.20 594.000 16,774 (.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 95,383.000 10,492 (SQFT) 126 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6000 133,200.00 110,700.000 66,420 127 HYDROMULCH SQFT 0.0400 8,880.00 162,925.000 6,517 128 FIBER ROLLS LF 2.8600 138,710.00 1,566.000 4,478.76 11,885.000 33,991 129 HYDROSEED SQFT 0.0600 13,320.00 162,925.000 9,775 130 COMPOST SQFT 0.1000 187,000.00 258,298.000 25,829 131 INCORPORATE MATERIALS SQFT 0.0300 56,100.00 0.000 0 132 CLASS 2 AGGREGATE BASE (CY) CY 48.9600 1,953,504.00 60.060 2,940.54 20,582.730 1,007,730 133 HOT MIX ASPHALT (TYPE A) TON 75.7700 7,425,460.00 4,511.450 341,832.57 65,546.770 4,966,478 134 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 111.8500 880,259.50 0.000 0 135 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.1800 20,691.00 0.000 0 136 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.1800 543.40 0.000 0 137 TACK COAT TON 459.7700 73,563.20 0.540 248.28 21.570 9,917 PROGRAM CAS145 PAGE 6 DATE 02/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 11:01 AM ESTIMATE NO. 019 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 02/20/18 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 02/22/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 24,566.400 5,924,924 PAVEMENT 139 JOINTED PLAIN CONCRETE PAVEMENT CY 254.7700 5,681,371.00 627.980 159,990.46 15,332.970 3,906,380 140 DOWEL BAR (DRILL AND BOND) EA 34.6900 16,304.30 0.000 0 141 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 13,331.000 563,368 (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 19,246.750 1,811,504 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 1,463.000 1,217,962 PILING 152 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 340.9200 370,239.12 945.850 322,459 (F) 153 STRUCTURAL CONCRETE, WALL COPING CY 1,813.5300 79,795.32 37.000 67,100 (F) 154 STRUCTURAL CONCRETE, BRIDGE CY 493.1400 3,084,097.56 239.310 118,013.33 5,109.670 2,519,782 (F) 155 STRUCTURAL CONCRETE, GRAVITY WALL CY 422.0400 311,887.56 20.100 8,483.00 739.000 311,887 (F) 156 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 694.0900 2,106,563.15 2,460.550 1,707,843 (F) FIBER) 157 STRUCTURAL CONCRETE, RETAINING WALL CY 433.3300 1,620,654.20 76.700 33,236.41 3,546.200 1,536,674 (F) 159 STRUCTURAL CONCRETE, BARRIER SLAB CY 568.6700 533,981.13 247.650 140,831.13 875.650 497,955 (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 65.250 50,945 (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 0.000 0 (F) 165 MINOR CONCRETE CY 716.6000 283,773.60 12.870 9,222 (F) 166 MINOR CONCRETE (MINOR STRUCTURE) CY 1,372.1200 780,736.28 13.840 18,990.14 456.500 626,372 (F) 167 MINOR CONCRETE (BACKFILL) CY 283.4900 153,084.60 492.670 139,667 (F) 168 WESTERN BASALT TEXTURE SQFT 19.8900 704,802.15 32,385.200 644,141 (F) PROGRAM CAS145 PAGE 7 DATE 02/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 11:01 AM ESTIMATE NO. 019 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 02/20/18 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 02/22/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 78.000 825,407 (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 43.000 13,204 177 JOINT SEAL ASSEMBLY (MR 3") LF 307.0900 26,409.74 43.000 13,204 178 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 2,191,856.590 2,695,983 (F) 180 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0700 809,119.02 741,342.000 793,235 (F) 181 BAR REINFORCING STEEL (WALL COPING) LB 1.0100 6,477.13 5,387.000 5,440 (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 0.000 0 (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 7,202.000 48,253 (F) 188 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 4.5600 109,440.00 8,620.000 39,307.20 23,965.000 109,280 189 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.9200 22,080.00 8,620.000 7,930.40 23,965.000 22,047 190 FURNISH SIGN STRUCTURE (TRUSS) LB 3.4400 553,840.00 33,910.000 116,650 191 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2900 46,690.00 33,910.000 9,833 192 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 100,395.20 844.200 31,159 195 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5300 3,689.60 22.500 259 (0.063"-UNFRAMED) 196 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.1200 1,454.40 0.000 0 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 8 DATE 02/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 11:01 AM ESTIMATE NO. 019 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 02/20/18 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 02/22/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (0.080"-FRAMED) 198 METAL BARRIER MOUNTED SIGN LB 18.9300 32,938.20 0.000 0 199 ROADSIDE SIGN - ONE POST EA 354.8600 19,162.44 0.000 0 200 ROADSIDE SIGN - TWO POSTS EA 1,123.7300 11,237.30 0.000 0 201 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 136.0300 3,672.81 2.000 272 METHOD) 202 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 9.2300 2,584.40 0.000 0 203 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5300 5,188.50 0.000 0 (0.063"-UNFRAMED) FOR TYPE XI 204 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.1200 2,060.40 0.000 0 (0.080"-UNFRAMED) FOR TYPE XI 205 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 24.8400 1,266.84 0.000 0 (0.063"-FRAMED) FOR TYPE XI 206 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.4300 9,154.80 0.000 0 (0.080"-FRAMED) FOR TYPE XI 207 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.7300 4,824.60 0.000 0 208 SOUND WALL (MASONARY BLOCK) SQFT 24.7500 436,936.50 1,831.500 45,329.63 18,262.500 451,996 (F) 210 PREPARE AND STAIN CONCRETE SQFT 3.4200 69,063.48 0.000 0 211 ANTI-GRAFFITI COATING SQFT 0.8500 224,136.50 0.000 0 (F) 212 18" ALTERNATIVE PIPE CULVERT LF 93.1700 62,423.90 190.000 17,702.30 839.000 78,169 213 24" ALTERNATIVE PIPE CULVERT LF 108.2400 898,392.00 68.000 7,360.32 6,777.000 733,542 214 30" ALTERNATIVE PIPE CULVERT LF 131.9700 320,687.10 2,088.000 275,553 215 36" ALTERNATIVE PIPE CULVERT LF 150.3000 586,170.00 1,000.000 150,300.00 1,000.000 150,300 217 18" REINFORCED CONCRETE PIPE LF 100.9700 228,192.20 94.400 9,531.57 2,037.400 205,716 218 24" REINFORCED CONCRETE PIPE LF 117.2500 111,387.50 904.000 105,994 219 36" REINFORCED CONCRETE PIPE LF 212.1900 1,294,359.00 3,179.000 674,552 220 42" REINFORCED CONCRETE PIPE LF 245.0500 225,446.00 920.000 225,446 221 48" REINFORCED CONCRETE PIPE LF 350.0300 52,504.50 136.000 47,604 222 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 02/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 11:01 AM ESTIMATE NO. 019 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 02/20/18 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 02/22/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 30,647.20 214.000 22,615 (.064" THICK) 228 18" STEEL FLARED END SECTION EA 1,020.5600 3,061.68 1.000 1,020 229 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 3.000 5,613 231 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 2.000 8,618 233 24" ALTERNATIVE FLARED END SECTION EA 1,247.3500 1,247.35 1.000 1,247 234 36" PRECAST CONCRETE PIPE INLET LF 589.6600 2,948.30 4.000 2,358.64 4.000 2,358 236 ROCK SLOPE PROTECTION CY 284.1800 65,361.40 6.670 1,895.48 132.390 37,622 (FACING, METHOD B) (CY) 237 CONCRETE (CONCRETE APRON) CY 947.6500 37,906.00 12.850 12,177 238 SLOPE PAVING (CONCRETE) CY 1,031.8800 43,338.96 21.000 21,669 239 SLOPE PAVING (CONCRETE) (STAMPED SQFT 15.4600 217,012.02 1,966.000 30,394.36 8,492.000 131,286 (F) FRACTURED ROCK TEXTURE) 240 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.6700 3,231.90 21.930 124.34 379.420 2,151 241 MINOR CONCRETE (CURB) (CY) CY 860.1000 12,901.50 16.680 14,346 242 MINOR CONCRETE (PCC DIKE) CY 596.3600 83,490.40 14.090 8,402 243 MINOR CONCRETE (GUTTER)(LF) LF 44.2800 131,378.76 2,840.000 125,755 244 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 0.000 0 247 MINOR CONCRETE (TEXTURED PAVING) TYPE 1- CY 744.7900 789,477.40 49.000 36,494.71 49.000 36,494 FRACTURED ROCK PATTERN 248 MINOR CONCRETE (TEXTURED PAVING) TYPE 2- CY 715.1500 157,333.00 174.000 124,436.10 174.000 124,436 RIVER STONE PATTERN, NOINTEGRAL COLOR 249 MINOR CONCRETE (TEXTURED PAVING) TYPE 3- CY 861.2700 198,092.10 133.000 114,548.91 133.000 114,548 RIVER STONE PATTERN, BURNT RED COLOR 250 MINOR CONCRETE (TEXTURED PAVING) TYPE 4- CY 740.9200 318,595.60 238.000 176,338.96 238.000 176,338 SMOOTH PATTERN 251 BOOSTER PUMP EA 13,553.6100 27,107.22 0.000 0 252 MISCELLANEOUS IRON AND STEEL LB 3.2700 169,958.25 1,195.000 3,907.65 13,384.000 43,765 (F) 253 MANHOLE FRAME AND COVER EA 1,814.3200 48,986.64 11.000 19,957 254 MISCELLANEOUS METAL (BRIDGE) LB 5.5800 9,301.86 1,405.000 7,839 (F) 255 MISCELLANEOUS METAL (TIE ROD) LF 35.7300 121,374.81 3,397.000 121,374 (F) PROGRAM CAS145 PAGE 10 DATE 02/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 11:01 AM ESTIMATE NO. 019 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 02/20/18 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 02/22/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (HIGH SPEED RAIL) 257 24" REINFORCED CONCRETE PIPE LF 113.0800 356,202.00 0.000 0 (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 0.000 0 260 MINOR CONCRETE (MINOR STRUCTURE) CY 1,703.1400 255,471.00 0.000 0 (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 2.300 12,271.17 14.600 77,895 263 DRAINAGE INLET (TYPE DD) (FMFCD) EA 7,947.6500 15,895.30 0.800 6,358.12 2.600 20,663 264 DRAINAGE INLET (TYPE E) (FMFCD) EA 1,930.5700 13,513.99 4.200 8,108 265 MANHOLE (TYPE A - CASE 1) (FMFCD) EA 4,765.7700 85,783.86 14.800 70,533 266 MANHOLE (TYPE A - CASE 2) (FMFCD) EA 5,901.7300 23,606.92 3.600 21,246 267 MANHOLE (TYPE A - CASE 3) (FMFCD) EA 11,237.2300 56,186.15 5.300 59,557 270 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 484,333.90 718.000 570,084 (0.50" THICK) (CITY) 274 JACK AND BORE 64" STEEL CASING LF 1,690.0200 2,501,229.60 960.000 1,622,419 (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 30.000 2,557.80 1,484.000 126,525 277 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 3.000 5,735 (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 1.600 10,441.47 14.000 91,362 281 CONSTRUCT 72" SPECIAL SEWER MANHOLE EA 25,876.4200 103,505.68 0.800 20,701 (CITY) 283 FURNISH AND INSTALL 1.5" WATER SERVICE EA 6,633.3300 19,899.99 4.280 28,390 AND METER BOX (CITY) 284 FURNISH AND INSTALL 2" WATER SERVICE EA 7,307.9000 7,307.90 0.000 0 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 02/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 11:01 AM ESTIMATE NO. 019 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 02/20/18 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 02/22/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.500 52,563 287 REMOVE WATER MAINS (CITY) LF 20.9100 203,663.40 7,406.000 154,859 288 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 0.000 0 290 REMOVE 45" SEWER MAINS (CITY) LF 123.7100 12,371.00 0.000 0 291 ABANDON SEWER HOUSE BRANCH (CITY) EA 652.2900 42,398.85 1.000 652 292 REMOVE SEWER MANHOLES (CITY) EA 2,699.1200 16,194.72 1.000 2,699.12 5.000 13,495 293 REMOVE FIRE HYDRANT (CITY) EA 1,367.1200 12,304.08 6.000 8,202 294 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 6.000 2,020 296 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 58.350 29,875 298 CURB (CITY) CY 755.6000 83,116.00 21.570 16,298.29 96.660 73,036 299 CURB AND GUTTER (CITY) CY 452.9000 240,037.00 24.560 11,123.22 324.510 146,970 300 CURB RAMP (CITY) CY 889.0000 36,449.00 9.800 8,712.20 43.730 38,875 301 DETECTABLE WARNING SURFACE (CITY) SQFT 39.1400 16,438.80 399.500 15,636 302 DRIVEWAY (CITY) CY 506.7500 101,350.00 36.120 18,303.81 139.030 70,453 303 SIDEWALK (CITY) CY 528.1500 411,957.00 72.950 38,528.54 457.270 241,507 304 TEXTURED PAVING (CITY) CY 951.4500 19,980.45 17.110 16,279.31 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 26.170 2,112.44 893.160 72,095 307 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 31.650 33,234 PROGRAM CAS145 PAGE 12 DATE 02/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 11:01 AM ESTIMATE NO. 019 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 02/20/18 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 02/22/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,407.000 702,888 324 4.5'X8.5'X6.5' MANHOLE (AT&T) EA 38,920.1300 311,361.04 6.600 256,872 325 BARREL VAULT (AT&T) EA 5,061.8800 5,061.88 0.000 0 332 CHAIN LINK RAILING (TYPE 3L MODIFIED) LF 223.8400 313,376.00 63.000 14,101.92 757.000 169,446 333 CHAIN LINK FENCE (TYPE CL-6) LF 12.8100 149,877.00 2,671.000 34,215 334 CHAIN LINK RAILING (TYPE 6 MODIFIED) LF 205.7800 291,796.04 573.500 118,014.83 1,340.500 275,848 335 SECURITY FENCE (TYPE SF-8) LF 225.3200 51,823.60 0.000 0 336 6' SECURITY GATE (TYPE SF-7) EA 2,663.5100 7,990.53 0.000 0 337 8' CHAIN LINK GATE (TYPE CL-6) EA 1,163.3100 16,286.34 2.000 2,326 338 DELINEATOR (CLASS 1) EA 55.3900 6,646.80 0.000 0 339 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 49.0100 178,396.40 1,836.500 90,006 340 VEGETATION CONTROL (ASPHALT COMPOSITE) SQYD 74.3500 110,038.00 369.920 27,503 342 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 103.3400 161,313.74 1,054.000 108,920 (F) 343 TUBULAR HANDRAILING LF 96.9900 8,535.12 0.000 0 (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 0.000 0 347 CABLE RAILING LF 33.3000 76,223.70 432.500 14,402.25 2,127.000 70,829 (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 2.000 11,201.92 4.000 22,403 PROGRAM CAS145 PAGE 13 DATE 02/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 11:01 AM ESTIMATE NO. 019 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 02/20/18 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 02/22/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 2,100 352 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,060.6900 44,667.59 3.000 12,182 353 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,220.5500 28,984.95 1.000 3,220.55 3.000 9,661 355 CONCRETE BARRIER (TYPE 60F) LF 290.3900 59,529.95 195.000 56,626 357 CONCRETE BARRIER (TYPE 60) LF 61.5600 781,812.00 3,348.000 206,102.88 7,497.000 461,515 359 CONCRETE BARRIER (TYPE 60C) LF 87.1200 724,838.40 266.000 23,173.92 329.000 28,662 360 CONCRETE BARRIER (TYPE 60D) LF 81.1300 83,726.16 571.000 46,325 361 CONCRETE BARRIER (TYPE 60A MODIFIED) LF 219.6300 65,669.37 0.000 0 362 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 1.000 162.62 26.000 4,228 364 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 115.7600 332,115.44 489.000 56,606.64 1,791.200 207,349 (F) 365 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 48.7900 353,337.18 0.000 0 366 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 119.5000 90,820.00 190.000 22,705.00 761.000 90,939 (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 33,418.000 8,020.32 230,784.000 55,388 377 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0700 10,407.30 6,905.000 21,198 378 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0100 963.20 2,117.000 6,372 379 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0100 31,304.00 1,290.000 3,882.90 6,008.000 18,084 380 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 17,350.4800 17,350.48 0.286 4,962 SYSTEM ELEMENTS DURING CONSTRUCTION 381 SIGNAL AND LIGHTING (LOCATION 1) LS 216,153.3100 216,153.31 0.130 28,099.93 0.919 198,644 382 SIGNAL AND LIGHTING (LOCATION 2) LS 207,981.7900 207,981.79 0.914 190,095 383 SIGNAL AND LIGHTING CITY (LOCATION 1) LS 320,144.2100 320,144.21 0.975 312,140 384 SIGNAL AND LIGHTING CITY (LOCATION 2) LS 127,833.8100 127,833.81 0.133 17,001.90 0.151 19,302 385 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 0.065 50,299.02 0.551 426,380 PROGRAM CAS145 PAGE 14 DATE 02/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 11:01 AM ESTIMATE NO. 019 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 02/20/18 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 02/22/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.942 389,096 392 CITY LIGHTING LS 468,126.9500 468,126.95 0.082 38,386.41 0.602 281,812 393 LIGHTING AND SIGN ILLUMINATION LS 433,985.7000 433,985.70 0.036 15,623.49 0.679 294,676 394 INTELLIGENT TRANSPORTATION SYSTEMS LS 2,312,985.9700 2,312,985.97 0.038 87,893.47 0.473 1,094,042 395 WEIGH-IN-MOTION SYSTEM LS 627,191.6200 627,191.62 0.676 423,981 396 REMOVE EXISTING ELECTRICAL SYSTEMS LS 107,237.1200 107,237.12 0.751 80,535 397 GROUNDING AND BONDING (STRUCTURES) LS 1,987,580.6500 1,987,580.65 0.188 373,665 398 WATER METER CHARGES LS 13,390.9300 13,390.93 0.000 0 399 IRRIGATION WATER SERVICE CHARGES LS 5,538.8300 5,538.83 0.000 0 401 TYPE II BARRICADE EA 158.3300 3,166.60 0.000 0 402 MODIFY MANHOLE EA 2,154.5100 10,772.55 0.900 1,939.06 5.400 11,634 403 CLEARING AND GRUBBING (LS) LS 793,058.1000 793,058.10 0.910 721,682 404 DEVELOP WATER SUPPLY LS 357,012.1700 357,012.17 0.350 124,954.26 0.800 285,609 405 PLACE HOT MIX ASPHALT SQYD 173.2900 693.16 132.890 23,028.51 316.890 54,913 (MISCELLANEOUS AREA) 406 INDIVIDUAL SLAB REINFORCEMENT (RSC) CY 1,057.9300 264,482.50 0.000 0 407 JOINTED PLAIN CONCRETE PAVEMENT (RSC) CY 509.5400 514,635.40 0.000 0 408 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 50.000 46,133 (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 0.000 0 415 FURNISH AND INSTALL 64" STEEL CASING LF 1,687.2000 1,046,064.00 70.000 118,104 (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 443,168.00 176.210 88,739 418 FURNISH AND INSTALL 16" PVC WATER MAIN LF 285.0000 632,700.00 1,804.000 514,140 (CITY) PROGRAM CAS145 PAGE 15 DATE 02/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 11:01 AM ESTIMATE NO. 019 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 02/20/18 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 02/22/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 425 ALTERNATIVE CRASH CUSHION SYSTEM EA 52,789.0200 52,789.02 0.000 0 426 THERMOPLATIC PAVEMENT MARKING SQFT 5.4200 37,560.60 295.000 1,598.90 1,304.000 7,067 (ENHANCED WET NIGHT VISIBILITY) 427 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 51,540.00 8,847.000 5,308.20 15,908.000 9,544 (ENHANCED WET NIGHT VISIBILITY) 428 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 1,386.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 429 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 36,918.00 11,296.000 4,744.32 11,536.000 4,845 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 430 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7800 25,038.00 15,317.000 11,947.26 15,317.000 11,947 (ENHANCED WET NIGHT VISIBILITY) 431 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7800 265.20 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 432 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9600 20,736.00 4,728.000 4,538.88 6,157.000 5,910 (ENHANCED WET NIGHT VISIBILITY) 433 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9600 6,316.80 420.000 403 (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 0.000 0 438 REMOVE SEWER MAINS (CITY) LF 31.4900 51,643.60 365.000 11,493 439 ABANDON SEWER MANHOLES (CITY) EA 3,036.5200 6,073.04 2.000 6,073 440 2" POLYVINYL CHLORIDE CONDUIT (COMCAST) LF 9.4000 61,570.00 580.000 5,452 441 CHAIN LINK RAILING (MODIFIED) LF 89.9700 15,564.81 0.000 0 443 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 0.198-2,415,600.00 0.385 -4,697,000 PROGRAM CAS145 PAGE 16 DATE 02/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT104 TIME 11:01 AM ESTIMATE NO. 019 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 02/20/18 R.E. NAME: KIMURA, JUSTIN DATE OF THIS ESTIMATE 02/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,241,628.61 75,287,626.61 ADJUSTMENT OF COMPENSATION 1,561,800.00 4,967,084.59 EXTRA WORK 298,138.01 2,238,126.03 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,101,566.62 82,492,837.23 448 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 3,101,566.62 93,889,255.92 MATERIALS ON HAND ON SITE 82,266.72 300,033.88 DEDUCTIONS 0.00 -159,321.00 TOTAL 3,183,833.34 94,029,968.80 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 12/20/18 324 60 19 0 71% 61% PROGRESS IS SATISFACTORY KIMURA, JUSTIN RESIDENT ENGINEER PROGRAM CAS145 DATE 02/22/18