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 05/21/20 EST. NO. 036 TIME 12:08 PM R.E. NAME: JUSTIN KIMURA 06-342534 --------------------------------------------------------------------------- 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 0090 1,130.32 E.W. @ F.A.(+) 020620 N 0344.0 0092 3,494.29 021020 N 0346.0 0099 179.24 021220 N 0362.0 0100 128.03 021320 N 0363.0 0101 307.27 021920 N 0364.0 0102 2,159.94 120319 N 0365.0 0103 774.26 011320 N 0367.0 0106 303.72 020520 N 0372.0 0109 14,344.58 030620 N 0379.0 0110 322.00 020620 N 0380.0 0111 211.34 020720 N 0381.0 0112 251.96 020720 N 0382.0 0113 1,840.31 021020 N 0383.0 0114 1,965.21 021120 N 0384.0 0115 2,356.39 021120 N 0385.0 0116 303.63 021320 N 0386.0 0117 402.25 012220 N 0388.0 0118 2,460.30 012320 N 0389.0 0120 746.40 012420 N 0391.0 0123 1,381.35 021820 N 0396.0 0124 1,971.42 021920 N 0397.0 0125 678.52 022020 N 0398.0 003 0003 3,252.67 E.W. @ F.A.(+) 081418 N 0394.0 009 0063 6,996.17 E.W. @ F.A.(+) 020820 N 0373.0 0064 1,860.32 022120 N 0377.0 0065 1,804.60 022420 N 0378.0 0067 11,552.49 021120 N 374.10 035 0010 12,312.56 E.W. @ F.A.(+) 102319 N 0342.0 0011 1,354.15 011620 N 0356.0 0013 237.72 012220 N 0387.0 037 0001 3,361.27 E.W. @ F.A.(+) 012920 N 0371.0 0002 1,842.21 012820 N 0392.0 82,286.89 TOTAL THIS ESTIMATE 1,394,785.36 TOTAL PREVIOUS ESTIMATE 1,477,072.25 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 05/21/20 EST. NO. 036 TIME 12:08 PM R.E. NAME: JUSTIN KIMURA 06-342534 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CPM SUBMITTALS -394,698.00 009 REL CPM SUB DEDUCT 176,034.00 010 REL CPM SUB DEDUCT 218,664.00 011 HMA LOW OIL FAILURE -5,175.00 025 ANNUAL SWPPP REPORT -10,000.00 026 REC'D ANN SWPPP REP 10,000.00 028 SWPPP MAINTENANCE -30,000.00 028 SWPPP MAINTENANCE 30,000.00 029 SWPPP NON-COMPLIANCE -10,000.00 032 0.00 -15,175.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -5,000.00 003 MISSING PAYROLL -10,000.00 006 REC'D PAYROLL EST.03 5,000.00 008 MISSING PAYROLL -5,000.00 012 MISSING PAYROLL -5,000.00 014 MISSING PAYROLL -8,000.00 015 REC'D PAYROLL EST.03 5,000.00 015 MISSING PAYROLL -10,000.00 016 REC'D PAYROLL EST.06 5,000.00 017 MISSING PAYROLL -5,000.00 019 REC'D PAYROLL EST.14 5,000.00 019 REC'D PAYROLL EST.15 8,000.00 019 REC'D PAYROLL EST.16 10,000.00 019 MISSING PAYROLL -10,000.00 020 REC'D PAYROLL EST.12 5,000.00 021 REC'D PAYROLL EST.19 5,000.00 021 REC'D PAYROLL EST.20 10,000.00 021 MISSING PAYROLL -10,000.00 026 MISSING PAYROLL -10,000.00 027 MISSING PAYROLL -10,000.00 028 MISSING PAYROLL -10,000.00 029 MISSING PAYROLL -10,000.00 030 MISSING PAYROLL -10,000.00 031 MISSING PAYROLL -10,000.00 032 REC'D PAYROLL EST.30 10,000.00 033 MISSING PAYROLL -10,000.00 034 REC'D PAYROLL EST.28 10,000.00 034 REC'D PAYROLL EST.34 10,000.00 036 10,000.00 -50,000.00 TOTAL DEDUCTIONS 10,000.00 -65,175.00 PROGRAM CAS145 PAGE 1 DATE 05/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 12:08 PM ESTIMATE NO. 036 BID OPENING 02/16/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/20 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 05/21/20 LOCATION PROGRESS ESTIMATE 06-FRE-180-R74.1/R78.6 ----------------- SECURITY PAVING COMPANY, INC. NEAR CENTERVILLE AND MINKLER, FROM 13170 TELFAIR AVE WEST OF SMITH AVENUE TO EAST OF SYLMAR CA 91342 FRANKWOOD AVENUE FED. AID NO. ACNH-S180(59)E 2C TO 4E ON NEW ALIGNMENT KINGS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,500.0000 7,500.00 0.750 5,625 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,900.0000 2,695,000.00 22.000 107,800.00 548.000 2,685,200 004 CONSTRUCTION AREA SIGNS LS 39,500.0000 39,500.00 0.795 31,402 005 TRAFFIC CONTROL SYSTEM LS 168,000.0000 168,000.00 0.038 6,384.00 0.904 151,872 006 TYPE III BARRICADE EA 75.0000 25,500.00 103.000 7,725 007 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 11,250.00 179.000 8,055 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 0.038 760.00 0.904 18,080 009 TEMPORARY RAILING (TYPE K) LF 25.0000 12,000.00 1,740.000 43,500 010 JOB SITE MANAGEMENT LS 80,000.0000 80,000.00 0.038 3,040.00 0.904 72,320 011 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.014 42.00 0.939 2,817 PLAN 012 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 013 MOVE-IN/MOVE-OUT EA 425.0000 5,100.00 1.000 425 (TEMPORARY EROSION CONTROL) 014 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 90,000.00 60,984.000 36,590 (BONDED FIBER MATRIX) 015 TEMPORARY SOIL BINDER SQYD 0.2200 33,000.00 0.000 0 016 TEMPORARY DRAINAGE INLET PROTECTION EA 275.0000 15,950.00 26.000 7,150 017 TEMPORARY FIBER ROLL LF 2.8500 68,400.00 7,329.000 20,887 018 TEMPORARY SILT FENCE LF 3.0000 28,500.00 80.000 240.00 9,987.000 29,961 019 TEMPORARY CONSTRUCTION ENTRANCE EA 3,200.0000 32,000.00 12.000 38,400 020 STREET SWEEPING LS 282,000.0000 282,000.00 0.038 10,716.00 0.904 254,928 021 TEMPORARY CONCRETE WASHOUT LS 40,000.0000 40,000.00 0.038 1,520.00 0.874 34,960 022 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 400.0000 19,200.00 92.000 36,800 PROGRAM CAS145 PAGE 2 DATE 05/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 12:08 PM ESTIMATE NO. 036 BID OPENING 02/16/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/20 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 05/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 WATER QUALITY MONITORING REPORT EA 1,500.0000 9,000.00 1.000 1,500 024 TEMPORARY CLEAR WATER DIVERSION SYSTEM LS 430,000.0000 430,000.00 0.850 365,500 025 ASBESTOS COMPLIANCE PLAN LS 3,500.0000 3,500.00 0.000 0 026 TEMPORARY FENCE (TYPE ESA) LF 4.2500 96,050.00 17,607.000 74,829 027 TREATED WOOD WASTE LB 0.2800 9,100.00 0.000 0 028 ABANDON CULVERT (LF) LF 20.0000 2,200.00 0.000 0 029 DESTROY WELL EA 7,500.0000 67,500.00 6.000 45,000 030 REMOVE FENCE LF 2.6500 117,395.00 191.000 506.15 37,773.000 100,098 031 REMOVE GATE EA 265.0000 10,335.00 15.000 3,975 032 REMOVE GUARDRAIL LF 8.5000 17,680.00 2,052.100 17,442 033 REMOVE FLARED END SECTION EA 320.0000 2,880.00 6.000 1,920 034 REMOVE IRRIGATION FACILITY LS 133,000.0000 133,000.00 0.950 126,350 035 REMOVE PAINTED TRAFFIC STRIPE LF 0.6000 9,540.00 3,067.000 1,840 036 REMOVE PAINTED PAVEMENT MARKING SQFT 3.0000 2,190.00 597.000 1,791 037 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 342.00 3,023.000 2,720 038 REMOVE PAVEMENT MARKER EA 1.0500 157.50 155.000 162 039 REMOVE ROADSIDE SIGN EA 55.0000 330.00 30.000 1,650 040 REMOVE CULVERT (LF) LF 31.0000 57,040.00 1,059.000 32,829 041 REMOVE INLET EA 1,570.0000 10,990.00 4.000 6,280 042 REMOVE HEADWALL EA 1,220.0000 3,660.00 3.000 3,660 043 REMOVE BASE AND SURFACING CY 10.8000 74,952.00 7,237.370 78,163 044 RELOCATE MAILBOX EA 750.0000 24,000.00 2.000 1,500 045 RELOCATE FENCE LF 30.0000 3,600.00 0.000 0 046 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.3500 44,685.00 0.000 0 047 REMOVE CONCRETE (CY) CY 150.0000 8,400.00 56.000 8,400 048 SAND BACKFILL CY 160.0000 2,080.00 0.000 0 049 BRIDGE REMOVAL, LOCATION A LS 191,000.0000 191,000.00 1.000 191,000 PROGRAM CAS145 PAGE 3 DATE 05/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 12:08 PM ESTIMATE NO. 036 BID OPENING 02/16/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/20 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 05/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BRIDGE REMOVAL, LOCATION B LS 82,000.0000 82,000.00 1.000 82,000 051 CLEARING AND GRUBBING (LS) LS 650,000.0000 650,000.00 1.000 650,000 052 DEVELOP WATER SUPPLY LS 95,000.0000 95,000.00 0.038 3,610.00 0.904 85,880 053 DUST PALLIATIVE LS 47,500.0000 47,500.00 0.038 1,805.00 0.904 42,940 054 ROADWAY EXCAVATION CY 8.0000 1,752,000.00 166,931.090 1,335,448 055 SHOULDER BACKING TON 39.0000 297,570.00 6,104.000 238,056 056 STRUCTURE EXCAVATION (BRIDGE) CY 36.0000 6,192.00 172.000 6,192 (F) 057 STRUCTURE EXCAVATION (TYPE A) CY 140.0000 1,141,280.00 226.500 31,710.00 8,152.000 1,141,280 (F) 058 GRAVEL BACKFILL CY 90.6000 35,334.00 0.000 0 059 STRUCTURE BACKFILL (BRIDGE) CY 46.0000 141,174.00 52.000 2,392.00 3,069.000 141,174 (F) 060 IMPORTED BORROW (CY) CY 13.6000 6,310,400.00 450,636.760 6,128,659 061 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 890.0000 8,010.00 3.000 2,670 062 EROSION CONTROL (DRILL SEED) (ACRE) ACRE 890.0000 20,470.00 17.880 15,913 063 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.9100 31,031.00 14,360.250 13,067 064 HYDROMULCH SQFT 0.0200 110,000.00 418,848.000 8,376 065 STRAW SQFT 0.0200 109,400.00 418,848.000 8,376 066 HYDROSEED SQFT 0.0400 220,000.00 418,848.000 16,753 067 CLASS 2 AGGREGATE SUBBASE CY 34.7000 1,422,700.00 35,299.240 1,224,883 068 CLASS 2 AGGREGATE BASE (CY) CY 44.0000 1,192,400.00 22,145.140 974,386 069 LEAN CONCRETE BASE CY 91.5000 2,196,000.00 21,256.770 1,944,994 070 HOT MIX ASPHALT (TYPE A) TON 69.0000 2,973,900.00 32,080.100 2,213,526 071 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 6.0000 1,440.00 0.000 0 072 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 6,180.00 0.000 0 073 PLACE HOT MIX ASPHALT SQYD 15.7500 35,595.00 1,367.040 21,530 (MISCELLANEOUS AREA) 074 TACK COAT TON 500.0000 17,000.00 21.222 10,611 075 JOINTED PLAIN CONCRETE PAVEMENT CY 148.0000 8,495,200.00 50,953.370 7,541,098 076 PRESTRESSING CAST-IN-PLACE CONCRETE LS 292,000.0000 292,000.00 1.000 292,000 PROGRAM CAS145 PAGE 4 DATE 05/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 12:08 PM ESTIMATE NO. 036 BID OPENING 02/16/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/20 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 05/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 SEAL COURSE CONCRETE CY 180.0000 255,060.00 69.700 12,546 078 STRUCTURAL CONCRETE CY 515.0000 85,490.00 100.000 51,500 (F) 079 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 435.0000 380,190.00 19.920 8,665.20 874.000 380,190 (F) 080 STRUCTURAL CONCRETE, BRIDGE CY 710.0000 2,128,580.00 67.700 48,067.00 2,998.000 2,128,580 (F) 081 STRUCTURAL CONCRETE, APPROACH SLAB CY 680.0000 349,520.00 514.000 349,520 (F) (TYPE N MODIFIED) 082 STRUCTURAL CONCRETE, BOX CULVERT CY 500.0000 1,995,000.00 3,485.090 1,742,545 (F) 083 MINOR CONCRETE (MINOR STRUCTURE) CY 1,980.0000 227,700.00 3.530 6,989.40 90.940 180,061 (F) 084 DRILL AND BOND DOWEL LF 38.0000 9,348.00 246.000 9,348 085 FURNISH PRECAST PRESTRESSED CONCRETE EA 35,000.0000 385,000.00 11.000 385,000 WIDE FLANGE GIRDER (80'-90') 086 ERECT PRECAST PRESTRESSED CONCRETE EA 3,700.0000 40,700.00 11.000 40,700 (F) GIRDER 087 JOINT SEAL (MR 1/2") LF 45.0000 9,000.00 200.000 9,000 088 JOINT SEAL (MR 1 1/2") LF 100.0000 47,300.00 465.000 46,500 089 JOINT SEAL (MR 2") LF 100.0000 8,400.00 84.000 8,400 090 BAR REINFORCING STEEL (BRIDGE) LB 1.1000 1,064,813.20 25,409.800 27,950.78 827,141.200 909,855 (F) 091 BAR REINFORCING STEEL (BOX CULVERT) LB 1.1000 1,063,367.80 830,640.000 913,704 (F) 092 HEADED BAR REINFORCEMENT EA 44.0000 1,936.00 44.000 1,936 (F) 093 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.1000 11,312.00 861.580 8,701 (0.063"-UNFRAMED) 094 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.6000 5,618.00 371.500 3,937 (0.080"-UNFRAMED) 095 ROADSIDE SIGN - ONE POST EA 240.0000 38,400.00 131.000 31,440 096 ROADSIDE SIGN - TWO POST EA 345.0000 5,865.00 16.000 5,520 097 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.4000 962.00 111.400 824 (0.063"-UNFRAMED) FOR RETROREFLECTIVE (TYPE XI) SHEETING 098 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 960.00 125.250 1,002 (0.080"-UNFRAMED) FOR RETROREFLECTIVE (TYPE XI) SHEETING 099 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 1,870.00 93.000 1,581 (0.063"-FRAMED) FOR RETROREFLECTIVE (TYPE XI) SHEETING 100 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.3500 1,435.50 329.650 1,433 101 CONCRETE BACKFILL (PIPE TRENCH) CY 152.0000 132,696.00 833.000 126,616 (F) PROGRAM CAS145 PAGE 5 DATE 05/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 12:08 PM ESTIMATE NO. 036 BID OPENING 02/16/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/20 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 05/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 102 12" REINFORCED CONCRETE PIPE LF 83.0000 26,560.00 320.000 26,560 (CLASS V, RUBBER GASKET JOINT) 103 18" REINFORCED CONCRETE PIPE LF 74.0000 88,060.00 184.000 13,616 (CLASS V, RUBBER GASKET JOINT) 104 24" REINFORCED CONCRETE PIPE LF 85.0000 171,700.00 3,032.400 257,754 (CLASS V, RUBBER GASKET JOINT) 105 30" REINFORCED CONCRETE PIPE LF 107.0000 121,980.00 1,191.000 127,437 (CLASS V, RUBBER GASKET JOINT) 106 36" REINFORCED CONCRETE PIPE LF 171.0000 59,850.00 340.000 58,140 (CLASS V, RUBBER GASKET JOINT) 107 18" REINFORCED CONCRETE PIPE LF 72.0000 94,320.00 116.000 8,352.00 1,158.800 83,433 (CLASS III, RUBBER GASKET JOINT) 108 24" REINFORCED CONCRETE PIPE LF 89.0000 898,900.00 307.000 27,323.00 9,991.000 889,199 (CLASS III, RUBBER GASKET JOINT) 109 36" REINFORCED CONCRETE PIPE LF 167.0000 118,570.00 686.000 114,562 (CLASS III, RUBBER GASKET JOINT) 110 48" REINFORCED CONCRETE PIPE LF 235.0000 528,750.00 2,250.000 528,750 (CLASS III, RUBBER GASKET JOINT) 111 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 87.0000 12,180.00 0.000 0 112 12" ALTERNATIVE ENTRANCE TAPER EA 425.0000 850.00 0.000 0 113 18" STEEL FLARED END SECTION EA 425.0000 14,025.00 6.000 2,550 114 24" STEEL FLARED END SECTION EA 530.0000 46,110.00 63.000 33,390 115 36" STEEL FLARED END SECTION EA 1,275.0000 10,200.00 6.000 7,650 116 48" STEEL FLARED END SECTION EA 2,120.0000 46,640.00 22.000 46,640 117 36" PRECAST CONCRETE PIPE INLET LF 1,615.0000 3,714.50 0.000 0 118 48" STANDPIPE LF 745.0000 17,880.00 32.000 23,840 119 INLET DEPRESSION EA 1,430.0000 78,650.00 48.000 68,640 120 CONCRETE (CHANNEL LINING) CY 485.0000 198,850.00 410.000 198,850 121 ROCK SLOPE PROTECTION CY 107.0000 311,370.00 582.000 62,274.00 2,037.000 217,959 (F) (1/4 T, CLASS V, METHOD B) (CY) 122 ROCK SLOPE PROTECTION CY 107.0000 55,854.00 522.000 55,854 (300 LB, CLASS IV, METHOD B) (CY) 123 ROCK SLOPE PROTECTION CY 112.0000 93,184.00 707.000 79,184 (60 LB, CLASS II, METHOD B) (CY) 124 ROCK SLOPE PROTECTION CY 164.0000 113,160.00 531.090 87,098 (20 LB, CLASS I, METHOD B) (CY) 125 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.5000 19,670.00 685.000 2,397.50 5,234.220 18,319 126 MINOR CONCRETE (CURB) (CY) CY 600.0000 12,000.00 20.090 12,054 127 MISCELLANEOUS IRON AND STEEL LB 2.1500 30,342.95 6,026.000 12,955 (F) 128 CHAIN LINK FENCE (TYPE CL-6) LF 12.5000 526,250.00 2,234.000 27,925.00 28,131.000 351,637 PROGRAM CAS145 PAGE 6 DATE 05/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 12:08 PM ESTIMATE NO. 036 BID OPENING 02/16/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/20 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 05/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 SURVEY MONUMENT (TYPE A) EA 1,000.0000 120,000.00 0.000 0 130 DELINEATOR (CLASS 1) EA 37.0000 5,920.00 90.000 3,330 131 OBJECT MARKER (TYPE K) EA 69.0000 690.00 0.000 0 132 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 34.0000 81,260.00 850.000 28,900 133 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 381,150.00 63.780 3,507.90 3,164.040 174,022 134 TUBULAR HANDRAILING LF 43.5000 122,539.50 2,090.000 90,915 (F) 135 TUBULAR HANDRAILING (MODIFIED) LF 52.0000 36,972.00 0.000 0 (F) 136 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 44.5000 33,375.00 625.000 27,812 (STEEL POST) 137 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 58.3000 35,563.00 607.000 35,388 138 TRANSITION RAILING (TYPE DTB) EA 6,100.0000 12,200.00 2.000 12,200 139 TRANSITION RAILING (TYPE WB-31) EA 5,670.0000 136,080.00 11.000 62,370 140 END CAP (TYPE A) EA 610.0000 610.00 1.000 610 141 END ANCHOR ASSEMBLY (TYPE SFT) EA 930.0000 6,510.00 5.000 4,650 142 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,445.0000 75,790.00 11.000 37,895 143 ALTERNATIVE CRASH CUSHION EA 7,685.0000 53,795.00 5.000 38,425 144 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 71.0000 213,213.00 2,799.000 198,729 (F) 145 CONCRETE BARRIER (TYPE 732) LF 73.0000 23,360.00 0.000 0 (F) 146 CONCRETE BARRIER TRANSITION LF 460.0000 3,220.00 7.000 3,220 (F) 147 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3700 55,870.00 29,930.000 11,074 148 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5800 510.40 90,985.000 52,771 149 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 8,820.00 11,436.000 8,005 150 THERMOPLASTIC PAVEMENT MARKING SQFT 3.4500 26,806.50 6,274.000 21,645 151 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2700 45.90 186.000 50 (BROKEN 6-1) 152 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2700 796.50 2,093.000 565 (BROKEN 12-3) 153 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2700 1,182.60 1,321.000 356 (BROKEN 36-12) 154 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3700 12,469.00 45,504.000 16,836 155 TRAFFIC STRIPE (TAPE) LF 5.3000 302,630.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 05/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 12:08 PM ESTIMATE NO. 036 BID OPENING 02/16/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/20 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 05/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.6500 2,464.50 731.000 1,937 157 12" RUMBLE STRIP STA 34.5000 2,208.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 158 12" RUMBLE STRIP STA 112.0000 77,280.00 0.000 0 (CONCRETE PAVEMENT) 159 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5500 14,025.00 4,105.000 10,467 160 LIGHTING SYSTEM LS 425,000.0000 425,000.00 0.009 3,825.00 0.907 385,475 161 SIGNAL AND LIGHTING SYSTEM LS 370,000.0000 370,000.00 0.842 311,540 162 TRAFFIC MONITORING STATION SYSTEM LS 276,000.0000 276,000.00 0.011 3,036.00 0.752 207,552 163 CHANGEABLE MESSAGE SIGN SYSTEM LS 27,000.0000 27,000.00 0.927 25,029 164 CLOSED CIRCUIT TELEVISION SYSTEM LS 64,000.0000 64,000.00 0.570 36,480 165 ROADSIDE WEATHER INFORMATION SYSTEM LS 106,000.0000 106,000.00 0.000 0 166 REMOVING EXISTING ELECTRICAL SYSTEM LS 2,150.0000 2,150.00 0.768 1,651 167 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 168 STRUCTURAL CONCRETE, BRIDGE CY 710.0000 1,910,610.00 2,283.700 1,621,427 (F) (POLYMER FIBER) PROGRAM CAS145 PAGE 8 DATE 05/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 12:08 PM ESTIMATE NO. 036 BID OPENING 02/16/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/20 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 05/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 400,837.93 42,798,980.70 ADJUSTMENT OF COMPENSATION 0.00 985,125.40 EXTRA WORK 82,286.89 491,946.85 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 483,124.82 44,276,052.95 169 MOBILIZATION LS 2,950,000.0000 2,950,000.00 1.000 2,950,000 ORIGINAL CONTRACT AMOUNT 52,635,542.35 TOTAL WORK COMPLETED 483,124.82 47,226,052.95 MATERIALS ON HAND ON SITE -9,626.00 0.00 DEDUCTIONS 10,000.00 -65,175.00 TOTAL 483,498.82 47,160,877.95 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 04/26/17 550 07/10/17 06/26/17 08/05/20 550 164 57 0 85% 91% PROGRESS IS SATISFACTORY JUSTIN KIMURA RESIDENT ENGINEER PROGRAM CAS145 DATE 05/21/20