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 10/22/20 EST. NO. 041 TIME 12:56 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 0152 866.68 E.W. @ F.A.(+) 052020 N 0440.0 0177 1,922.64 081020 N 0481.0 0178 2,234.11 061920 N 0486.0 0179 5,886.95 061820 N 0487.0 0184 302.21 082120 N 0500.0 0185 185.94 021820 N 0501.0 0186 658.33 050620 N 0432.0 0187 1,310.52 082420 N 0508.0 0189 899.02 083020 N 0514.0 0190 268.76 090120 N 0515.0 0191 431.34 090120 N 0516.0 0192 616.27 090220 N 0517.0 0193 123.03 090320 N 0520.0 0194 397.19 090320 N 0522.0 0195 493.23 090820 N 0526.0 0197 739.31 090920 N 0528.0 006 0014 2,950.64 E.W. @ F.A.(+) 051920 N 0439.0 009 0072 5,104.40 E.W. @ F.A.(+) 030419 N 0245.0 0073 5,969.06 030519 N 0246.0 012 0002 5,337.69 A.C. @ U.P.(+) 102120 N 623540 013 0010 -39.35 A.C. @ U.P.(-) 102120 N 723067 014 0010 54,440.08 E.W. @ L.S.(+) 102120 N 723070 016 0001-1 -12,266.60 A.C. @ U.P.(+) 042020 N 111110 DAO CORRECTING ENTRY 024 0002 1,838.90 A.C. @ L.S.(+) 102120 N 723073 033 0018 1,100.00 E.W. @ F.A.(+) 031020 N 0482.0 0019 2,640.00 040720 N 0483.0 0021 1,100.00 040720 N 0485.0 0022 255.70 081020 N 0489.0 0023 280.10 081220 N 0490.0 0025 280.10 081320 N 0492.0 0027 257.53 081720 N 0494.0 0028 257.53 082720 N 0511.0 0029 257.53 082820 N 0512.0 037 0005 917.81 E.W. @ F.A.(+) 081820 N 0497.0 038 0004 2,325.92 A.C. @ U.P.(+) 102120 N 723074 043 0001 310.95 E.W. @ F.A.(+) 081420 N 0504.0 0002 860.82 082720 N 0510.0 91,514.34 TOTAL THIS ESTIMATE 1,777,763.33 TOTAL PREVIOUS ESTIMATE 1,869,277.67 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 10/22/20 EST. NO. 041 TIME 12:56 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 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 5,175.00 -64,050.75 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 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 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 10/22/20 EST. NO. 041 TIME 12:56 PM R.E. NAME: JUSTIN KIMURA 06-342534 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 0.00 -60,000.00 TOTAL DEDUCTIONS 5,175.00 -124,050.75 PROGRAM CAS145 PAGE 1 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 12:56 PM ESTIMATE NO. 041 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 10/20/20 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 10/22/20 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 2,695,000.00 606.000 2,969,400 004 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 0.967 162,456 006 TYPE III BARRICADE EA 75.0000 25,500.00 12.000 900.00 115.000 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 0.967 19,340 009 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 0.967 77,360 011 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.964 2,892 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 28,500.00 900.000 2,700.00 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 0.967 272,694 021 TEMPORARY CONCRETE WASHOUT LS 40,000.0000 40,000.00 0.937 37,480 022 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 400.0000 19,200.00 7.000 2,800.00 113.000 45,200 PROGRAM CAS145 PAGE 2 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 12:56 PM ESTIMATE NO. 041 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 10/20/20 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 7,500.00 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 -5.000 -1,325.00 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 3.000 960.00 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 16,396.000 9,837.60 19,463.000 11,677 036 REMOVE PAINTED PAVEMENT MARKING SQFT 3.0000 2,190.00 560.000 1,680.00 1,157.000 3,471 037 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 342.00 125.000 112.50 3,148.000 2,833 038 REMOVE PAVEMENT MARKER EA 1.0500 157.50 336.000 352.80 491.000 515 039 REMOVE ROADSIDE SIGN EA 55.0000 330.00 35.000 1,925 040 REMOVE CULVERT (LF) LF 31.0000 57,040.00 125.000 3,875.00 1,954.000 60,574 041 REMOVE INLET EA 1,570.0000 10,990.00 4.000 6,280.00 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 -270.000 -2,916.00 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 5,751.000 7,763.85 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 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 12:56 PM ESTIMATE NO. 041 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 10/20/20 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.967 91,865 053 DUST PALLIATIVE LS 47,500.0000 47,500.00 0.967 45,932 054 ROADWAY EXCAVATION CY 8.0000 1,752,000.00 55,543.910 444,351.28 222,475.000 1,779,800 055 SHOULDER BACKING TON 39.0000 297,570.00 -2,153.740 -83,995.86 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 16,167.57 178.450 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 10,875.020 147,900.27 461,511.780 6,276,560 061 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 890.0000 8,010.00 1.000 890.00 5.000 4,450 062 EROSION CONTROL (DRILL SEED) (ACRE) ACRE 890.0000 20,470.00 4.470 3,978.30 22.350 19,891 063 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.9100 31,031.00 -14,500.000 -13,195.00 16,228.250 14,767 064 HYDROMULCH SQFT 0.0200 110,000.00 257,160.250 5,143.21 5,482,160.250 109,643 065 STRAW SQFT 0.0200 109,400.00 5,196,000.000 103,920 066 HYDROSEED SQFT 0.0400 220,000.00 257,160.250 10,286.41 5,482,160.250 219,286 067 CLASS 2 AGGREGATE SUBBASE CY 34.7000 1,422,700.00 966.610 33,541.37 40,613.660 1,409,294 068 CLASS 2 AGGREGATE BASE (CY) CY 44.0000 1,192,400.00 352.000 15,488.00 25,745.040 1,132,781 069 LEAN CONCRETE BASE CY 91.5000 2,196,000.00 23,488.330 2,149,182 070 HOT MIX ASPHALT (TYPE A) TON 69.0000 2,973,900.00 -64.810 -4,471.89 41,840.330 2,886,982 071 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 50.560 796.32 1,916.550 30,185 (MISCELLANEOUS AREA) 074 TACK COAT TON 500.0000 17,000.00 -0.083 -41.50 25.379 12,689 075 JOINTED PLAIN CONCRETE PAVEMENT CY 148.0000 8,495,200.00 56,557.700 8,370,539 076 PRESTRESSING CAST-IN-PLACE CONCRETE LS 292,000.0000 292,000.00 1.000 292,000 PROGRAM CAS145 PAGE 4 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 12:56 PM ESTIMATE NO. 041 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 10/20/20 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 35.300 6,354.00 105.000 18,900 078 STRUCTURAL CONCRETE CY 515.0000 85,490.00 130.480 67,197 (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 3,871.000 1,935,500 (F) 083 MINOR CONCRETE (MINOR STRUCTURE) CY 1,980.0000 227,700.00 95.710 189,505 (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 1,063,367.80 935,695.950 1,029,265 (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 12.500 126.25 874.080 8,828 (0.063"-UNFRAMED) 094 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.6000 5,618.00 -102.230 -1,083.64 269.270 2,854 (0.080"-UNFRAMED) 095 ROADSIDE SIGN - ONE POST EA 240.0000 38,400.00 2.000 480.00 157.000 37,680 096 ROADSIDE SIGN - TWO POST EA 345.0000 5,865.00 1.000 345.00 17.000 5,865 097 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 33.750 146.81 363.400 1,580 101 CONCRETE BACKFILL (PIPE TRENCH) CY 152.0000 132,696.00 833.000 126,616 (F) PROGRAM CAS145 PAGE 5 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 12:56 PM ESTIMATE NO. 041 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 10/20/20 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,234.800 88,905 (CLASS III, RUBBER GASKET JOINT) 108 24" REINFORCED CONCRETE PIPE LF 89.0000 898,900.00 10,177.000 905,753 (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 6.000 2,550 114 24" STEEL FLARED END SECTION EA 530.0000 46,110.00 1.000 530.00 77.000 40,810 115 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 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 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 38.310 6,282.84 657.300 107,797 (20 LB, CLASS I, METHOD B) (CY) 125 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.5000 19,670.00 164.380 575.33 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 6,026.000 12,955 (F) 128 CHAIN LINK FENCE (TYPE CL-6) LF 12.5000 526,250.00 842.000 10,525.00 41,679.000 520,987 PROGRAM CAS145 PAGE 6 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 12:56 PM ESTIMATE NO. 041 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 10/20/20 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 4,000.00 111.000 111,000 130 DELINEATOR (CLASS 1) EA 37.0000 5,920.00 10.000 370.00 154.000 5,698 131 OBJECT MARKER (TYPE K) EA 69.0000 690.00 6.000 414.00 10.000 690 132 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 34.0000 81,260.00 75.000 2,550.00 2,100.000 71,400 133 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 381,150.00 162.520 8,938.60 3,326.560 182,960 134 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 36,972.00 711.000 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 4.000 22,680.00 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 3.000 10,335.00 22.000 75,790 143 ALTERNATIVE CRASH CUSHION EA 7,685.0000 53,795.00 6.000 46,110 144 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 15,730.000 5,820.10 98,997.000 36,628 148 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5800 510.40 25,001.000 14,500.58 115,986.000 67,271 149 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 8,820.00 2,692.000 1,884.40 15,511.000 10,857 150 THERMOPLASTIC PAVEMENT MARKING SQFT 3.4500 26,806.50 773.000 2,666.85 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 1,175.000 317.25 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 36,264.000 192,199.20 36,264.000 192,199 PROGRAM CAS145 PAGE 7 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 12:56 PM ESTIMATE NO. 041 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 10/20/20 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 77,280.00 106.140 11,887.68 730.250 81,788 (CONCRETE PAVEMENT) 159 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5500 14,025.00 899.000 2,292.45 6,054.000 15,437 160 LIGHTING SYSTEM LS 425,000.0000 425,000.00 0.969 411,825 161 SIGNAL AND LIGHTING SYSTEM LS 370,000.0000 370,000.00 0.991 366,670 162 TRAFFIC MONITORING STATION SYSTEM LS 276,000.0000 276,000.00 0.861 237,636 163 CHANGEABLE MESSAGE SIGN SYSTEM LS 27,000.0000 27,000.00 0.983 26,541 164 CLOSED CIRCUIT TELEVISION SYSTEM LS 64,000.0000 64,000.00 0.692 44,288 165 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 2,691.000 1,910,610 (F) (POLYMER FIBER) PROGRAM CAS145 PAGE 8 DATE 10/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-342534 TIME 12:56 PM ESTIMATE NO. 041 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 10/20/20 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 10/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 959,468.93 48,122,388.30 ADJUSTMENT OF COMPENSATION -2,803.44 1,068,053.83 EXTRA WORK 94,317.78 801,223.84 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,050,983.27 49,991,665.97 169 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 1,050,983.27 52,941,665.97 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 5,175.00 -124,050.75 TOTAL 1,056,158.27 52,817,615.22 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 10/22/20 605 194 57 0 96% 100% PROGRESS IS SATISFACTORY JUSTIN KIMURA RESIDENT ENGINEER PROGRAM CAS145 DATE 10/22/20