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 12/29/20 EST. NO. 043 TIME 10:51 AM 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 0200 3,114.66 E.W. @ F.A.(+) 082420 N 0507.0 0201 485.96 090320 N 0519.0 0205 622.24 082720 N 0538.0 0207 554.26 091120 N 0540.0 0235 686.40 092520 N 0564.1 0240 75.34 101920 N 0606.0 007 0004 1,361.39 E.W. @ F.A.(+) 082920 N 0513.0 0005 453.32 091120 N 0542.0 012 0003 5,401.38 E.W. @ F.A.(+) 101020 N 0574.0 033 0046 1,320.00 E.W. @ F.A.(+) 101920 N 0634.0 0047 3,740.00 101920 N 0635.0 035 0015 598.49 E.W. @ F.A.(+) 091520 N 0550.0 042 0001 682.05 E.W. @ F.A.(+) 091520 N 0546.0 0002 1,063.68 091720 N 0553.0 043 0005 1,567.70 E.W. @ F.A.(+) 091420 N 0543.0 0006 208.17 092220 N 0562.0 047 0001 372.36 E.W. @ F.A.(+) 110420 N 0622.0 22,307.40 TOTAL THIS ESTIMATE 1,873,896.46 TOTAL PREVIOUS ESTIMATE 1,896,203.86 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 12/29/20 EST. NO. 043 TIME 10:51 AM 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 HMA L1 VOID FAILURE -5,157.00 038 SWPPP DOCUMENTATION -20,000.00 038 FAILED HMA DENSITY -431.25 039 HMA TYPE A -28,462.50 040 HMA TYPE A 5,175.00 041 LATE SWPPP TRG REP -15,000.00 042 MISSING CEM-2402F -10,000.00 043 MISSING CEM-4401 -10,000.00 043 NON-COMP DBE GOALS -13,120.00 043 REL SWPPP DEDUCT 45,000.00 043 11,880.00 -67,170.75 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 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 12/29/20 EST. NO. 043 TIME 10:51 AM R.E. NAME: JUSTIN KIMURA 06-342534 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- REC'D PAYROLL EST.28 10,000.00 034 REC'D PAYROLL EST.34 10,000.00 036 REC'D PAYROLL EST.31 10,000.00 037 MISSING PAYROLL -10,000.00 038 MISSING PAYROLL -10,000.00 039 MISSING PAYROLL -10,000.00 040 REC'D PAYROLL EST.38 10,000.00 040 MISSING PAYROLL -10,000.00 041 REC'D PAYROLL EST.27 10,000.00 041 MISSING PAYROLL -10,000.00 042 MISSING PAYROLL -10,000.00 043 -10,000.00 -80,000.00 TOTAL DEDUCTIONS 1,880.00 -147,170.75 PROGRAM CAS145 PAGE 1 DATE 12/29/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 10:51 AM ESTIMATE NO. 043 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 12/04/20 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 12/29/20 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 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 1.000 4,900.00 607.000 2,974,300 004 CONSTRUCTION AREA SIGNS LS 39,500.0000 39,500.00 0.205 8,097.50 1.000 39,500 005 TRAFFIC CONTROL SYSTEM LS 168,000.0000 168,000.00 0.033 5,544.00 1.000 168,000 006 TYPE III BARRICADE EA 75.0000 25,500.00 115.000 8,625 007 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 0.033 660.00 1.000 20,000 009 TEMPORARY RAILING (TYPE K) LF 25.0000 12,000.00 1,930.000 48,250 010 JOB SITE MANAGEMENT LS 80,000.0000 80,000.00 0.033 2,640.00 1.000 80,000 011 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.036 108.00 1.000 3,000 PLAN 012 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000.00 3.000 6,000 013 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 10,887.000 32,661 019 TEMPORARY CONSTRUCTION ENTRANCE EA 3,200.0000 32,000.00 12.000 38,400 020 STREET SWEEPING LS 282,000.0000 282,000.00 0.033 9,306.00 1.000 282,000 021 TEMPORARY CONCRETE WASHOUT LS 40,000.0000 40,000.00 0.063 2,520.00 1.000 40,000 022 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 400.0000 19,200.00 115.000 46,000 PROGRAM CAS145 PAGE 2 DATE 12/29/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 10:51 AM ESTIMATE NO. 043 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 12/04/20 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 12/29/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.150 64,500.00 1.000 430,000 025 ASBESTOS COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500.00 1.000 3,500 026 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 7.000 52,500 030 REMOVE FENCE LF 2.6500 117,395.00 37,773.000 100,098 031 REMOVE GATE EA 265.0000 10,335.00 10.000 2,650 032 REMOVE GUARDRAIL LF 8.5000 17,680.00 2,052.100 17,442 033 REMOVE FLARED END SECTION EA 320.0000 2,880.00 9.000 2,880 034 REMOVE IRRIGATION FACILITY LS 133,000.0000 133,000.00 1.000 133,000 035 REMOVE PAINTED TRAFFIC STRIPE LF 0.6000 9,540.00 19,463.000 11,677 036 REMOVE PAINTED PAVEMENT MARKING SQFT 3.0000 2,190.00 1,157.000 3,471 037 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 342.00 3,148.000 2,833 038 REMOVE PAVEMENT MARKER EA 1.0500 157.50 491.000 515 039 REMOVE ROADSIDE SIGN EA 55.0000 330.00 35.000 1,925 040 REMOVE CULVERT (LF) LF 31.0000 57,040.00 1,954.000 60,574 041 REMOVE INLET EA 1,570.0000 10,990.00 8.000 12,560 042 REMOVE HEADWALL EA 1,220.0000 3,660.00 3.000 3,660 043 REMOVE BASE AND SURFACING CY 10.8000 74,952.00 6,967.370 75,247 044 RELOCATE MAILBOX EA 750.0000 24,000.00 9.000 6,750 045 RELOCATE FENCE LF 30.0000 3,600.00 0.000 0 046 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.3500 44,685.00 34,237.600 46,220 047 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 12/29/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 10:51 AM ESTIMATE NO. 043 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 12/04/20 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 12/29/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.033 3,135.00 1.000 95,000 053 DUST PALLIATIVE LS 47,500.0000 47,500.00 0.033 1,567.50 1.000 47,500 054 ROADWAY EXCAVATION CY 8.0000 1,752,000.00 222,475.000 1,779,800 055 SHOULDER BACKING TON 39.0000 297,570.00 4,296.560 167,565 056 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 8,152.000 1,141,280 (F) 058 GRAVEL BACKFILL CY 90.6000 35,334.00 178.450 16,167 059 STRUCTURE BACKFILL (BRIDGE) CY 46.0000 141,174.00 3,069.000 141,174 (F) 060 IMPORTED BORROW (CY) CY 13.6000 6,310,400.00 461,511.780 6,276,560 061 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 890.0000 8,010.00 1.000 890.00 6.000 5,340 062 EROSION CONTROL (DRILL SEED) (ACRE) ACRE 890.0000 20,470.00 0.650 578.50 23.000 20,470 063 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.9100 31,031.00 800.000 728.00 17,028.250 15,495 064 HYDROMULCH SQFT 0.0200 110,000.00 17,839.750 356.80 5,500,000.000 110,000 065 STRAW SQFT 0.0200 109,400.00 274,000.000 5,480.00 5,470,000.000 109,400 066 HYDROSEED SQFT 0.0400 220,000.00 17,837.750 713.51 5,499,998.000 219,999 067 CLASS 2 AGGREGATE SUBBASE CY 34.7000 1,422,700.00 40,613.660 1,409,294 068 CLASS 2 AGGREGATE BASE (CY) CY 44.0000 1,192,400.00 25,745.040 1,132,781 069 LEAN CONCRETE BASE CY 91.5000 2,196,000.00 23,881.230 2,185,132 070 HOT MIX ASPHALT (TYPE A) TON 69.0000 2,973,900.00 41,813.820 2,885,153 071 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 6.0000 1,440.00 231.000 1,386 072 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 6,180.00 1,235.000 7,410 073 PLACE HOT MIX ASPHALT SQYD 15.7500 35,595.00 1,916.550 30,185 (MISCELLANEOUS AREA) 074 TACK COAT TON 500.0000 17,000.00 25.379 12,689 075 JOINTED PLAIN CONCRETE PAVEMENT CY 148.0000 8,495,200.00 56,599.300 8,376,696 076 PRESTRESSING CAST-IN-PLACE CONCRETE LS 292,000.0000 292,000.00 1.000 292,000 PROGRAM CAS145 PAGE 4 DATE 12/29/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 10:51 AM ESTIMATE NO. 043 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 12/04/20 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 12/29/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 255,060.00 105.000 18,900 078 STRUCTURAL CONCRETE CY 515.0000 85,490.00 148.240 76,343 (F) 079 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 435.0000 380,190.00 874.000 380,190 (F) 080 STRUCTURAL CONCRETE, BRIDGE CY 710.0000 2,128,580.00 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 3,930.500 1,965,250 (F) 083 MINOR CONCRETE (MINOR STRUCTURE) CY 1,980.0000 227,700.00 114.000 225,720 (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 47,300.00 473.000 47,300 089 JOINT SEAL (MR 2") LF 100.0000 8,400.00 84.000 8,400 090 BAR REINFORCING STEEL (BRIDGE) LB 1.1000 1,064,813.20 968,012.000 1,064,813 (F) 091 BAR REINFORCING STEEL (BOX CULVERT) LB 1.1000 1,063,367.80 951,197.000 1,046,316 (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 1,082.000 10,928 (0.063"-UNFRAMED) 094 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.6000 5,618.00 290.020 3,074 (0.080"-UNFRAMED) 095 ROADSIDE SIGN - ONE POST EA 240.0000 38,400.00 161.000 38,640 096 ROADSIDE SIGN - TWO POST EA 345.0000 5,865.00 17.000 5,865 097 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.4000 962.00 130.050 962 (0.063"-UNFRAMED) FOR RETROREFLECTIVE (TYPE XI) SHEETING 098 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 960.00 118.500 948 (0.080"-UNFRAMED) FOR RETROREFLECTIVE (TYPE XI) SHEETING 099 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 1,870.00 101.250 1,721 (0.063"-FRAMED) FOR RETROREFLECTIVE (TYPE XI) SHEETING 100 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.3500 1,435.50 382.050 1,661 101 CONCRETE BACKFILL (PIPE TRENCH) CY 152.0000 132,696.00 48.000 7,296.00 881.000 133,912 (F) PROGRAM CAS145 PAGE 5 DATE 12/29/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 10:51 AM ESTIMATE NO. 043 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 12/04/20 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 12/29/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (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 1,514.100 109,015 (CLASS III, RUBBER GASKET JOINT) 108 24" REINFORCED CONCRETE PIPE LF 89.0000 898,900.00 10,033.000 892,937 (CLASS III, RUBBER GASKET JOINT) 109 36" REINFORCED CONCRETE PIPE LF 167.0000 118,570.00 706.000 117,902 (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 12,180.00 120.000 10,440 112 12" ALTERNATIVE ENTRANCE TAPER EA 425.0000 850.00 2.000 850 113 18" STEEL FLARED END SECTION EA 425.0000 14,025.00 32.000 13,600 114 24" STEEL FLARED END SECTION EA 530.0000 46,110.00 88.000 46,640 115 36" STEEL FLARED END SECTION EA 1,275.0000 10,200.00 8.000 10,200 116 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 2.300 3,714 118 48" STANDPIPE LF 745.0000 17,880.00 32.000 23,840 119 INLET DEPRESSION EA 1,430.0000 78,650.00 55.000 78,650 120 CONCRETE (CHANNEL LINING) CY 485.0000 198,850.00 410.000 198,850 121 ROCK SLOPE PROTECTION CY 107.0000 311,370.00 1,710.000 182,970 (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 93,184.00 832.000 93,184 (60 LB, CLASS II, METHOD B) (CY) 124 ROCK SLOPE PROTECTION CY 164.0000 113,160.00 657.300 107,797 (20 LB, CLASS I, METHOD B) (CY) 125 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.5000 19,670.00 5,757.000 20,149 126 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 13,913.000 29,912 (F) 128 CHAIN LINK FENCE (TYPE CL-6) LF 12.5000 526,250.00 42,019.000 525,237 PROGRAM CAS145 PAGE 6 DATE 12/29/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 10:51 AM ESTIMATE NO. 043 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 12/04/20 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 12/29/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 120,000.00 111.000 111,000 130 DELINEATOR (CLASS 1) EA 37.0000 5,920.00 154.000 5,698 131 OBJECT MARKER (TYPE K) EA 69.0000 690.00 10.000 690 132 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 34.0000 81,260.00 2,100.000 71,400 133 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 381,150.00 4,572.470 251,485 134 TUBULAR HANDRAILING LF 43.5000 122,539.50 2,817.000 122,539 (F) 135 TUBULAR HANDRAILING (MODIFIED) LF 52.0000 36,972.00 711.000 36,972 (F) 136 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 44.5000 33,375.00 750.000 33,375 (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 21.000 119,070 140 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 22.000 75,790 143 ALTERNATIVE CRASH CUSHION EA 7,685.0000 53,795.00 7.000 53,795 144 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 71.0000 213,213.00 3,003.000 213,213 (F) 145 CONCRETE BARRIER (TYPE 732) LF 73.0000 23,360.00 320.000 23,360 (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 98,997.000 36,628 148 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5800 510.40 117,740.000 68,289 149 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 8,820.00 13,757.000 9,629 150 THERMOPLASTIC PAVEMENT MARKING SQFT 3.4500 26,806.50 8,825.000 30,446 151 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 3,268.000 882 (BROKEN 12-3) 153 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2700 1,182.60 5,084.000 1,372 (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 36,264.000 192,199 PROGRAM CAS145 PAGE 7 DATE 12/29/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 10:51 AM ESTIMATE NO. 043 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 12/04/20 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 12/29/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 73.860 2,548 (ASPHALT CONCRETE PAVEMENT) 158 12" RUMBLE STRIP STA 112.0000 77,280.00 730.250 81,788 (CONCRETE PAVEMENT) 159 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5500 14,025.00 6,054.000 15,437 160 LIGHTING SYSTEM LS 425,000.0000 425,000.00 1.000 425,000 161 SIGNAL AND LIGHTING SYSTEM LS 370,000.0000 370,000.00 1.000 370,000 162 TRAFFIC MONITORING STATION SYSTEM LS 276,000.0000 276,000.00 1.000 276,000 163 CHANGEABLE MESSAGE SIGN SYSTEM LS 27,000.0000 27,000.00 1.000 27,000 164 CLOSED CIRCUIT TELEVISION SYSTEM LS 64,000.0000 64,000.00 1.000 64,000 165 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 1.000 2,150 167 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 168 STRUCTURAL CONCRETE, BRIDGE CY 710.0000 1,910,610.00 2,691.000 1,910,610 (F) (POLYMER FIBER) PROGRAM CAS145 PAGE 8 DATE 12/29/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 10:51 AM ESTIMATE NO. 043 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 12/04/20 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 12/29/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 124,520.81 48,570,751.66 ADJUSTMENT OF COMPENSATION 0.00 1,072,672.62 EXTRA WORK 22,307.40 823,531.24 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 146,828.21 50,466,955.52 169 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 146,828.21 53,416,955.52 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 1,880.00 -147,170.75 TOTAL 148,708.21 53,269,784.77 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 04/26/17 550 07/10/17 06/26/17 12/04/20 607 241 57 0 100% 100% JUSTIN KIMURA RESIDENT ENGINEER PROGRAM CAS145 DATE 12/29/20