PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 06/17/20 EST. NO. 017 TIME 02:48 PM R.E. NAME: DON HIURA 06-0H2004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 006 0003 656.95 E.W. @ F.A.(+) 032020 N 0251.0 0005 226.13 040120 N 0253.0 0006 582.53 040420 N 0254.0 0007 573.54 040620 N 0255.0 008 0006 -102,000.00 A.C. @ L.S.(-) 061420 N 0001 0 0007 58,374.38 A.C. @ L.S.(+) 061420 N 0002 0 012 0002 9,625.00 E.W. @ L.S.(+) 061420 N 0001 0 017 0001 14,211.00 A.C. @ L.S.(+) 061420 N 0004 0 020 0094 433.15 E.W. @ F.A.(+) 021120 N 0293.0 0095 862.30 021220 N 0294.0 0096 1,456.34 021320 N 0295.0 0097 1,095.14 030520 N 0297.0 0099 2,289.15 030920 N 0299.0 0104 248.18 031720 N 0304.0 0105 1,289.64 031820 N 0305.0 0107 4,064.22 033120 N 0307.0 0109 2,612.65 040220 N 0309.0 0110 468.89 040320 N 0310.0 0112 956.30 040820 N 0312.0 0114 4,199.41 041020 N 0314.0 0115 999,999.00 A.C. @ L.S.(+) 061420 N 005 0 0116 148,822.00 051420 N 005-20 022 0001-3 -3,952.93 E.W. @ F.A.(+) 011720 N 0075.0 DAO CORRECTING ENTRY 0001-4 4,111.25 011720 N 0075.0 DAO CORRECTING ENTRY 0002-3 -2,963.76 012120 N 0076.0 DAO CORRECTING ENTRY 0002-4 3,081.49 012120 N 0076.0 DAO CORRECTING ENTRY 0003-3 -199.72 012220 N 0079.0 DAO CORRECTING ENTRY 0003-4 207.85 012220 N 0079.0 DAO CORRECTING ENTRY 0004-3 -2,412.20 012220 N 0080.0 DAO CORRECTING ENTRY 0004-4 2,507.21 012220 N 0080.0 DAO CORRECTING ENTRY 0005-3 -4,159.41 011520 N 0072.0 DAO CORRECTING ENTRY 0005-4 4,325.67 011520 N 0072.0 DAO CORRECTING ENTRY 0006-3 -5,543.77 011620 N 0073.0 DAO CORRECTING ENTRY 0006-4 5,762.53 011620 N 0073.0 DAO CORRECTING ENTRY 0007-3 -8,731.92 020320 N 0100.0 DAO CORRECTING ENTRY 0007-4 9,128.82 020320 N 0100.0 DAO CORRECTING ENTRY 0008-3 -1,907.38 021020 N 0128.0 DAO CORRECTING ENTRY 0008-4 1,986.45 021020 N 0128.0 DAO CORRECTING ENTRY 0009-3 -1,053.70 021120 N 0130.0 DAO CORRECTING ENTRY 0009-4 1,094.93 021120 N 0130.0 DAO CORRECTING ENTRY 0010-3 -10,128.76 021120 N 0132.0 DAO CORRECTING ENTRY 0010-4 10,564.13 021120 N 0132.0 DAO CORRECTING ENTRY 0011-3 -752.65 021220 N 0133.0 DAO CORRECTING ENTRY 0011-4 782.10 021220 N 0133.0 DAO CORRECTING ENTRY 0012-3 -1,192.13 021420 N 0138.0 DAO CORRECTING ENTRY 0012-4 1,241.55 021420 N 0138.0 DAO CORRECTING ENTRY 0013-3 -476.84 021420 N 0139.0 DAO CORRECTING ENTRY 0013-4 496.61 021420 N 0139.0 DAO CORRECTING ENTRY 0014-3 -476.84 021820 N 0142.0 DAO CORRECTING ENTRY 0014-4 496.61 021820 N 0142.0 DAO CORRECTING ENTRY 0015-3 -150.54 022020 N 0149.0 DAO CORRECTING ENTRY 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 06/17/20 EST. NO. 017 TIME 02:48 PM R.E. NAME: DON HIURA 06-0H2004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0015-4 156.43 022020 N 0149.0 DAO CORRECTING ENTRY 0016-3 -752.65 022020 N 0151.0 DAO CORRECTING ENTRY 0016-4 782.10 022020 N 0151.0 DAO CORRECTING ENTRY 0017-3 -1,907.38 022120 N 0152.0 DAO CORRECTING ENTRY 0017-4 1,986.45 022120 N 0152.0 DAO CORRECTING ENTRY 0018-3 -3,063.76 022620 N 0153.0 DAO CORRECTING ENTRY 0018-4 3,187.32 022620 N 0153.0 DAO CORRECTING ENTRY 0019-3 -21,471.34 022720 N 0154.0 DAO CORRECTING ENTRY 0019-4 22,431.60 022720 N 0154.0 DAO CORRECTING ENTRY 0020-3 -2,297.82 022820 N 0155.0 DAO CORRECTING ENTRY 0020-4 2,390.48 022820 N 0155.0 DAO CORRECTING ENTRY 0021-3 -903.17 020320 N 0105.0 DAO CORRECTING ENTRY 0021-4 938.50 020320 N 0105.0 DAO CORRECTING ENTRY 0022-3 -4,220.15 030220 N 0157.0 DAO CORRECTING ENTRY 0022-4 4,388.18 030220 N 0157.0 DAO CORRECTING ENTRY 0023-3 -3,508.33 030320 N 0158.0 DAO CORRECTING ENTRY 0023-4 3,649.55 030320 N 0158.0 DAO CORRECTING ENTRY 0026-3 -741.73 031120 N 0177.0 DAO CORRECTING ENTRY 0026-4 775.45 031120 N 0177.0 DAO CORRECTING ENTRY 0027 2,580.78 031920 N 0183.0 0028-1 -4,563.99 032020 N 0184.0 DAO CORRECTING ENTRY 0029 5,662.67 032020 N 0185.0 0033 115.82 020520 N 0192.0 0034 2,041.33 030920 N 0193.0 0035 2,899.14 040120 N 0194.0 0036 1,075.31 040320 N 0195.0 0037 2,687.79 040720 N 0196.0 0038 1,806.96 041020 N 0197.0 0041 1,474.95 042220 N 0292.0 023 0006-3 -1,498.33 E.W. @ F.A.(+) 011520 N 0071.0 DAO CORRECTING ENTRY 0006-4 1,561.74 011520 N 0071.0 DAO CORRECTING ENTRY 0007-3 -3,026.41 011720 N 0074.0 DAO CORRECTING ENTRY 0007-4 3,154.59 011720 N 0074.0 DAO CORRECTING ENTRY 0008-3 -7,191.72 012120 N 0077.0 DAO CORRECTING ENTRY 0008-4 7,501.52 012120 N 0077.0 DAO CORRECTING ENTRY 0009-3 -1,307.08 012220 N 0078.0 DAO CORRECTING ENTRY 0009-4 1,361.94 012220 N 0078.0 DAO CORRECTING ENTRY 0010-3 -3,785.42 012220 N 0081.0 DAO CORRECTING ENTRY 0010-4 3,945.12 012220 N 0081.0 DAO CORRECTING ENTRY 0011-3 -2,922.73 012320 N 0082.0 DAO CORRECTING ENTRY 0011-4 3,046.77 012320 N 0082.0 DAO CORRECTING ENTRY 0012-3 -2,262.36 012320 N 0083.0 DAO CORRECTING ENTRY 0012-4 2,353.31 012320 N 0083.0 DAO CORRECTING ENTRY 0013-3 -905.62 012320 N 0084.0 DAO CORRECTING ENTRY 0013-4 945.00 012320 N 0084.0 DAO CORRECTING ENTRY 0014-3 -1,668.55 012420 N 0085.0 DAO CORRECTING ENTRY 0014-4 1,738.66 012420 N 0085.0 DAO CORRECTING ENTRY 0015-3 -2,414.06 012420 N 0086.0 DAO CORRECTING ENTRY 0015-4 2,514.11 012420 N 0086.0 DAO CORRECTING ENTRY 0016-3 -1,512.50 012720 N 0087.0 DAO CORRECTING ENTRY 0016-4 1,581.25 012720 N 0087.0 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 06/17/20 EST. NO. 017 TIME 02:48 PM R.E. NAME: DON HIURA 06-0H2004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0017-3 -1,597.72 012720 N 0088.0 DAO CORRECTING ENTRY 0017-4 1,662.71 012720 N 0088.0 DAO CORRECTING ENTRY 0018-3 -976.11 012720 N 0089.0 DAO CORRECTING ENTRY 0018-4 1,016.00 012720 N 0089.0 DAO CORRECTING ENTRY 0019-3 -6,215.51 012920 N 0092.0 DAO CORRECTING ENTRY 0019-4 6,477.97 012920 N 0092.0 DAO CORRECTING ENTRY 0020-3 -2,825.25 012920 N 0093.0 DAO CORRECTING ENTRY 0020-4 2,944.56 012920 N 0093.0 DAO CORRECTING ENTRY 0021-3 -1,909.08 012920 N 0094.0 DAO CORRECTING ENTRY 0021-4 1,988.23 012920 N 0094.0 DAO CORRECTING ENTRY 0022-3 -6,089.93 013020 N 0095.0 DAO CORRECTING ENTRY 0022-4 6,348.50 013020 N 0095.0 DAO CORRECTING ENTRY 0023-3 -8,554.12 012720 N 0090.0 DAO CORRECTING ENTRY 0023-4 8,913.42 012720 N 0090.0 DAO CORRECTING ENTRY 0024-3 -2,891.49 012820 N 0091.0 DAO CORRECTING ENTRY 0024-4 3,011.11 012820 N 0091.0 DAO CORRECTING ENTRY 0025-3 -602.12 013020 N 0096.0 DAO CORRECTING ENTRY 0025-4 625.67 013020 N 0096.0 DAO CORRECTING ENTRY 0026-3 -677.39 013020 N 0097.0 DAO CORRECTING ENTRY 0026-4 703.90 013020 N 0097.0 DAO CORRECTING ENTRY 0027-3 -2,622.61 013020 N 0098.0 DAO CORRECTING ENTRY 0027-4 2,730.88 013020 N 0098.0 DAO CORRECTING ENTRY 0028-3 -15,364.72 013120 N 0099.0 DAO CORRECTING ENTRY 0028-4 16,015.59 013120 N 0099.0 DAO CORRECTING ENTRY 0029-3 -476.84 020520 N 0109.0 DAO CORRECTING ENTRY 0029-4 496.61 020520 N 0109.0 DAO CORRECTING ENTRY 0030-3 -7,919.19 020520 N 0110.0 DAO CORRECTING ENTRY 0030-4 8,259.48 020520 N 0110.0 DAO CORRECTING ENTRY 0031-3 -1,439.85 020620 N 0111.0 DAO CORRECTING ENTRY 0031-4 1,501.71 020620 N 0111.0 DAO CORRECTING ENTRY 0032-3 -9,513.06 020720 N 0112.0 DAO CORRECTING ENTRY 0032-4 9,920.45 020720 N 0112.0 DAO CORRECTING ENTRY 0033-3 -1,034.55 012220 N 0113.0 DAO CORRECTING ENTRY 0033-4 1,081.58 012220 N 0113.0 DAO CORRECTING ENTRY 0034-3 -1,204.23 020420 N 0107.0 DAO CORRECTING ENTRY 0034-4 1,251.33 020420 N 0107.0 DAO CORRECTING ENTRY 0035-3 -1,348.72 020420 N 0108.0 DAO CORRECTING ENTRY 0035-4 1,406.00 020420 N 0108.0 DAO CORRECTING ENTRY 0036-3 -1,361.25 021020 N 0114.0 DAO CORRECTING ENTRY 0036-4 1,423.13 021020 N 0114.0 DAO CORRECTING ENTRY 0037-3 -4,731.86 021020 N 0127.0 DAO CORRECTING ENTRY 0037-4 4,934.44 021020 N 0127.0 DAO CORRECTING ENTRY 0038-3 -6,479.35 021020 N 0129.0 DAO CORRECTING ENTRY 0038-4 6,757.77 021020 N 0129.0 DAO CORRECTING ENTRY 0039-3 -382.98 021120 N 0131.0 DAO CORRECTING ENTRY 0039-4 398.42 021120 N 0131.0 DAO CORRECTING ENTRY 0040-3 -2,961.12 021220 N 0134.0 DAO CORRECTING ENTRY 0040-4 3,087.68 021220 N 0134.0 DAO CORRECTING ENTRY 0041-3 -715.28 021220 N 0135.0 DAO CORRECTING ENTRY 0041-4 744.92 021220 N 0135.0 DAO CORRECTING ENTRY 0042-3 -677.39 021320 N 0136.0 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 06/17/20 EST. NO. 017 TIME 02:48 PM R.E. NAME: DON HIURA 06-0H2004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0042-4 703.90 021320 N 0136.0 DAO CORRECTING ENTRY 0043-3 -4,533.56 021320 N 0137.0 DAO CORRECTING ENTRY 0043-4 4,730.66 021320 N 0137.0 DAO CORRECTING ENTRY 0044-3 -1,650.21 021420 N 0140.0 DAO CORRECTING ENTRY 0044-4 1,713.68 021420 N 0140.0 DAO CORRECTING ENTRY 0045-3 -301.05 021820 N 0141.0 DAO CORRECTING ENTRY 0045-4 312.83 021820 N 0141.0 DAO CORRECTING ENTRY 0046-3 -8,787.74 021820 N 0143.0 DAO CORRECTING ENTRY 0046-4 9,163.94 021820 N 0143.0 DAO CORRECTING ENTRY 0047-3 -1,170.50 021820 N 0144.0 DAO CORRECTING ENTRY 0047-4 1,218.38 021820 N 0144.0 DAO CORRECTING ENTRY 0048-3 -715.28 021920 N 0145.0 DAO CORRECTING ENTRY 0048-4 744.92 021920 N 0145.0 DAO CORRECTING ENTRY 0049-3 -10,815.64 021920 N 0146.0 DAO CORRECTING ENTRY 0049-4 11,278.66 021920 N 0146.0 DAO CORRECTING ENTRY 0050-3 -953.69 021920 N 0147.0 DAO CORRECTING ENTRY 0050-4 993.23 021920 N 0147.0 DAO CORRECTING ENTRY 0051-3 -238.43 021920 N 0148.0 DAO CORRECTING ENTRY 0051-4 248.31 021920 N 0148.0 DAO CORRECTING ENTRY 0052-3 -11,518.79 022020 N 0150.0 DAO CORRECTING ENTRY 0052-4 12,013.78 022020 N 0150.0 DAO CORRECTING ENTRY 0053-3 -2,641.09 022820 N 0156.0 DAO CORRECTING ENTRY 0053-4 2,755.30 022820 N 0156.0 DAO CORRECTING ENTRY 0054-3 -11,575.23 020320 N 0103.0 DAO CORRECTING ENTRY 0054-4 12,072.78 020320 N 0103.0 DAO CORRECTING ENTRY 0055-3 -301.05 020320 N 0104.0 DAO CORRECTING ENTRY 0055-4 312.83 020320 N 0104.0 DAO CORRECTING ENTRY 0056-3 -9,404.90 020420 N 0106.0 DAO CORRECTING ENTRY 0056-4 9,809.16 020420 N 0106.0 DAO CORRECTING ENTRY 0057-3 -3,063.76 030420 N 0159.0 DAO CORRECTING ENTRY 0057-4 3,187.32 030420 N 0159.0 DAO CORRECTING ENTRY 0058-3 -4,451.84 030520 N 0160.0 DAO CORRECTING ENTRY 0058-4 4,633.37 030520 N 0160.0 DAO CORRECTING ENTRY 0075-1 -567.60 020320 N 0182.0 DAO CORRECTING ENTRY 0075-2 567.60 020320 N 0182.0 DAO CORRECTING ENTRY 0076-1 -2,145.00 030620 N 0181.0 DAO CORRECTING ENTRY 0076-2 2,227.50 030620 N 0181.0 DAO CORRECTING ENTRY 0077-1 -4,377.45 032320 N 0186.0 DAO CORRECTING ENTRY 0077-2 4,563.99 032320 N 0186.0 DAO CORRECTING ENTRY 0085 1,109.88 020520 N 0198.0 1,179,819.82 TOTAL THIS ESTIMATE 437,536.64 TOTAL PREVIOUS ESTIMATE 1,617,356.46 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 06/17/20 EST. NO. 017 TIME 02:48 PM R.E. NAME: DON HIURA 06-0H2004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/17/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0H2004 TIME 02:48 PM ESTIMATE NO. 017 BID OPENING 10/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: DON HIURA DATE OF THIS ESTIMATE 06/17/20 LOCATION PROGRESS ESTIMATE 06-TUL-201-12.4/21.2 ----------------- 06-TUL-216-18.6/ .0 VIKING CONSTRUCTION COMPANY ON STATE ROUTE 201 AT SAND CREEKAR PO BOX 1508 BRIDGE AND FRIANT-KERN-CANAL BRIDGE RANCHO CORDOVA CA 95741 AND ON STATE ROUTE 216 AT THE KAWEAH RIVER BRIDGE FED. AID NO. B1ST-X107(17)E BRIDGE RAIL REPLACMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.600 9,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,250.0000 500,000.00 25.000 31,250.00 201.000 251,250 004 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.750 18,750 005 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 0.059 7,375.00 0.503 62,875 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 30.0000 2,520.00 179.000 5,370 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 3.5000 19,040.00 3,607.000 12,624 008 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 7,500.00 62.000 3,100 009 TEMPORARY PAVEMENT MARKER EA 10.0000 1,200.00 24.000 240 010 TEMPORARY SIGNAL SYSTEM LS 500,000.0000 500,000.00 0.900 450,000 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,000.0000 40,000.00 0.059 2,360.00 0.503 20,120 012 TEMPORARY RAILING (TYPE K) LF 20.0000 102,800.00 1,260.000 25,200 013 TEMPORARY CRASH CUSHION MODULE EA 150.0000 21,000.00 44.000 6,600 014 TEMPORARY ALTERNATIVE CRASH CUSHION EA 3,650.0000 21,900.00 4.000 14,600 SYSTEM 015 JOB SITE MANAGEMENT LS 100,000.0000 100,000.00 0.059 5,900.00 0.503 50,300 016 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500 PLAN 017 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 018 TEMPORARY HYDRAULIC MULCH SQYD 3.0000 4,800.00 641.100 1,923 (BONDED FIBER MATRIX) 019 TEMPORARY CHECK DAM LF 10.0000 1,200.00 0.000 0 020 TEMPORARY FIBER ROLL LF 3.2500 34,125.00 1,381.000 4,488 021 TEMPORARY SILT FENCE LF 4.2500 5,100.00 270.000 1,147 022 TEMPORARY CONSTRUCTION ENTRANCE EA 6,500.0000 19,500.00 1.000 6,500 PROGRAM CAS145 PAGE 2 DATE 06/17/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0H2004 TIME 02:48 PM ESTIMATE NO. 017 BID OPENING 10/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: DON HIURA DATE OF THIS ESTIMATE 06/17/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 25,000.0000 25,000.00 0.100 2,500.00 0.503 12,575 024 TEMPORARY CONCRETE WASHOUT LS 25,000.0000 25,000.00 0.063 1,575.00 0.503 12,575 025 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 650.0000 117,000.00 94.000 61,100 026 WATER QUALITY MONITORING REPORT EA 500.0000 5,000.00 0.000 0 027 WATER QUALITY ANNUAL REPORT EA 1,000.0000 2,000.00 0.000 0 028 TEMPORARY CREEK DIVERSION SYSTEMS LS 500,000.0000 500,000.00 0.600 300,000 029 ASBESTOS COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.8000 29,400.00 1,972.000 5,521 STRIPE (HAZARDOUS WASTE) 031 TREATED WOOD WASTE LB 0.1000 1,110.00 0.000 0 032 BIRD AND BAT EXCLUSION LS 165,000.0000 165,000.00 0.660 108,900 033 TEMPORARY WETLAND PROTECTION MATS LS 65,000.0000 65,000.00 0.850 55,250 034 REMOVE CONCRETE (LS) LS 2,500.0000 2,500.00 1.000 2,500 035 REMOVE UTILITY POLE (WOOD POST) EA 2,500.0000 2,500.00 1.000 2,500 036 TEMPORARY HIGH-VISIBILITY FENCE LF 10.0000 9,200.00 1,207.000 12,070 037 CLEARING AND GRUBBING (LS) LS 149,000.0000 149,000.00 0.500 74,500 038 ROADWAY EXCAVATION CY 150.0000 225,000.00 733.000 109,950 039 STRUCTURE EXCAVATION (TYPE A) CY 650.0000 415,350.00 639.000 415,350 (F) 040 STRUCTURE EXCAVATION (TYPE D) CY 500.0000 117,500.00 5.000 2,500 (F) 041 STRUCTURE BACKFILL (BRIDGE) CY 175.0000 55,650.00 0.000 0 (F) 042 DITCH EXCAVATION CY 275.0000 2,750.00 0.000 0 043 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 1.0000 36,500.00 0.000 0 044 HYDROMULCH SQFT 0.0500 9,500.00 46,831.000 2,341 045 FIBER ROLLS LF 3.1000 17,825.00 121.000 375 046 HYDROSEED SQFT 3.1000 589,000.00 46,831.000 145,176 047 CLASS 2 AGGREGATE BASE (CY) CY 115.0000 144,900.00 778.000 89,470 048 HOT MIX ASPHALT (TYPE A) TON 150.0000 249,000.00 897.500 134,625 049 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 175.0000 654,500.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/17/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0H2004 TIME 02:48 PM ESTIMATE NO. 017 BID OPENING 10/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: DON HIURA DATE OF THIS ESTIMATE 06/17/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DATA CORE LS 4,000.0000 4,000.00 0.000 0 051 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 7.0000 3,290.00 0.000 0 052 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.0000 441.00 0.000 0 053 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 7.0000 546.00 0.000 0 054 TACK COAT TON 500.0000 4,000.00 1.400 700 055 REMOVE ASPHALT CONCRETE DIKE LF 15.0000 1,050.00 0.000 0 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5000 58,450.00 0.000 0 057 TEMPORARY SUPPORT LS 45,000.0000 45,000.00 0.100 4,500 058 30" PERMANENT STEEL CASING LF 175.0000 70,525.00 426.500 74,637 059 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 850.0000 342,550.00 426.500 362,525 060 24" CAST-IN-DRILLED-HOLE CONCRETE LF 850.0000 180,200.00 220.000 187,000 PILING (ROCK SOCKET) 061 FURNISH 18" CAST-IN-STEEL SHELL LF 125.0000 40,375.00 321.720 40,215 CONCRETE PILING 062 DRIVE 18" CAST-IN-STEEL SHELL CONCRETE EA 20,000.0000 120,000.00 6.000 120,000 PILE 063 SEAL COURSE CONCRETE CY 700.0000 81,900.00 29.000 20,300 064 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 850.0000 103,700.00 89.000 75,650 (F) 065 STRUCTURAL CONCRETE, BRIDGE CY 1,867.0000 700,125.00 172.300 321,684 (F) 066 STRUCTURAL CONCRETE, BRIDGE CY 1,330.0000 312,550.00 101.000 134,330 (F) (POLYMER FIBER) 067 AGGREGATE BASE (APPROACH SLAB) CY 100.0000 1,400.00 3.500 350 068 STRUCTURAL CONCRETE, APPROACH SLAB CY 2,500.0000 35,000.00 0.000 0 (F) (TYPE N MODIFIED) 069 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,000.0000 17,100.00 0.000 0 (F) 070 STRUCTURAL CONCRETE, APPROACH SLAB CY 2,150.0000 70,950.00 10.000 21,500 (F) (TYPE R MODIFIED) 071 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 072 DRILL AND BOND DOWEL LF 60.0000 94,620.00 526.500 31,590 073 DRILL AND BOND DOWEL LF 140.0000 980.00 0.000 0 (CHEMICAL ADHESIVE)(LF) 074 CLEAN EXPANSION JOINT LF 30.0000 3,480.00 0.000 0 075 JOINT SEAL (MR 1") LF 175.0000 7,350.00 0.000 0 076 JOINT SEAL (MR 1 1/2") LF 200.0000 18,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 06/17/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0H2004 TIME 02:48 PM ESTIMATE NO. 017 BID OPENING 10/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: DON HIURA DATE OF THIS ESTIMATE 06/17/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BAR REINFORCING STEEL (BRIDGE) LB 1.4000 334,979.40 119,281.000 166,993 (F) 078 PUBLIC SAFETY PLAN LS 3,000.0000 3,000.00 1.000 3,000 079 CARBON FIBER REINFORCED POLYMER LF 60.0000 63,840.00 1,064.000 63,840 STRIP 080 INJECT CRACK (EPOXY) LF 125.0000 9,375.00 0.000 0 081 RAPID SETTING CONCRETE (PATCH) CF 175.0000 35,700.00 5.750 1,006 082 REMOVE UNSOUND CONCRETE CF 150.0000 30,600.00 5.750 862 083 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 2.1000 44,079.00 0.000 0 084 FURNISH POLYESTER CONCRETE OVERLAY CF 73.5000 169,270.50 0.000 0 085 PLACE POLYESTER CONCRETE OVERLAY SQFT 5.7500 120,692.50 0.000 0 (F) 086 REMOVE CHIP SEAL SQFT 4.5000 21,541.50 0.000 0 087 BRIDGE REMOVAL (PORTION), LOCATION A LS 55,000.0000 55,000.00 1.000 55,000 088 BRIDGE REMOVAL (PORTION), LOCATION B LS 130,000.0000 130,000.00 0.000 0 089 BRIDGE REMOVAL (PORTION), LOCATION C LS 225,000.0000 225,000.00 1.000 225,000 090 REPLACE BEARING PAD EA 6,500.0000 32,500.00 0.000 0 091 18" REINFORCED CONCRETE PIPE LF 215.0000 12,685.00 0.000 0 092 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 175.0000 21,000.00 0.000 0 (.079" THICK) 093 12" ENTRANCE TAPER EA 2,500.0000 5,000.00 0.000 0 094 12" ANCHOR ASSEMBLY EA 1,000.0000 9,000.00 0.000 0 095 10" SUPPLY LINE (BRIDGE) LF 175.0000 26,250.00 0.000 0 096 10" GATE VALVE (BRIDGE) EA 4,500.0000 9,000.00 0.000 0 097 REMOVE PIPE (LF) LF 35.0000 5,250.00 0.000 0 098 REMOVE DOWNDRAIN (EA) EA 2,500.0000 2,500.00 0.000 0 099 ROCK SLOPE PROTECTION CY 215.0000 32,250.00 112.000 24,080 (300 LB, CLASS IV, METHOD B) (CY) 100 ROCK SLOPE PROTECTION CY 350.0000 5,250.00 0.000 0 (60 LB, CLASS II, METHOD B) (CY) 101 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 3,700.00 319.000 3,190 102 MINOR CONCRETE (MISCELLANEOUS CY 2,500.0000 9,250.00 0.000 0 CONSTRUCTION) 103 MISCELLANEOUS IRON AND STEEL LB 3.0000 2,151.00 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 06/17/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0H2004 TIME 02:48 PM ESTIMATE NO. 017 BID OPENING 10/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: DON HIURA DATE OF THIS ESTIMATE 06/17/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STAIN GALVANIZED SURFACES-ST-20S BRIDGE LF 40.0000 8,800.00 220.000 8,800 RAIL 105 STAIN GALVANIZED SURFACES-TABULAR LF 20.0000 14,800.00 740.000 14,800 BICYCLE RAILING 106 STAIN GALVANIZED SURFACES-MGS (STEEL LF 30.0000 6,900.00 0.000 0 POST) 107 RELOCATE MAILBOX EA 1,000.0000 1,000.00 1.000 1,000 108 OBLITERATE SURFACING SQYD 5.0000 6,650.00 782.000 3,910 109 FENCE (TYPE BW, METAL POST) LF 12.0000 43,680.00 0.000 0 110 REMOVE FENCE (TYPE BW) LF 10.0000 22,700.00 200.000 2,000 111 REMOVE PAVEMENT MARKER EA 1.0000 1,200.00 99.000 99 112 PAVEMENT MARKER (RETROREFLECTIVE) EA 15.0000 9,750.00 0.000 0 113 OBJECT MARKER (TYPE L) EA 150.0000 300.00 0.000 0 114 OBJECT MARKER (TYPE P) EA 100.0000 1,800.00 8.000 800 115 REMOVE ROADSIDE SIGN EA 150.0000 3,000.00 0.000 0 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 2,200.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 1,300.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 420.00 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 119 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 10.0000 2,000.00 0.000 0 120 ROADSIDE SIGN - ONE POST EA 500.0000 10,000.00 0.000 0 121 ROADSIDE SIGN - TWO POST EA 1,000.0000 1,000.00 0.000 0 122 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 55.0000 4,125.00 0.000 0 123 VEGETATION CONTROL (MINOR CONCRETE) SQYD 300.0000 13,500.00 0.000 0 124 TRANSITION RAILING (TYPE WB-31) EA 9,500.0000 19,000.00 0.000 0 125 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 8,500.0000 25,500.00 0.000 0 126 ALTERNATIVE CRASH CUSHION SYSTEM EA 37,500.0000 262,500.00 0.000 0 127 CONCRETE BARRIER (TYPE 60M) LF 375.0000 34,125.00 0.000 0 128 CONCRETE BARRIER (TYPE 80) LF 325.0000 330,850.00 368.000 119,600 (F) PROGRAM CAS145 PAGE 6 DATE 06/17/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0H2004 TIME 02:48 PM ESTIMATE NO. 017 BID OPENING 10/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: DON HIURA DATE OF THIS ESTIMATE 06/17/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 CALIFORNIA ST-20S BRIDGE RAIL LF 375.0000 50,625.00 101.250 37,968 (F) (MODIFIED) 130 TUBULAR BICYCLE RAILING LF 150.0000 110,250.00 283.500 42,525 (F) 131 REMOVE GUARDRAIL LF 30.0000 17,100.00 0.000 0 132 THERMOPLASTIC PAVEMENT MARKING SQFT 12.0000 7,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 133 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 440.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 134 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 180.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 135 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.7500 68,950.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 136 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 700.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 137 REMOVE PAINTED TRAFFIC STRIPE LF 1.2500 6,812.50 373.000 466 138 REMOVE PAINTED PAVEMENT MARKING SQFT 30.0000 2,520.00 20.000 600 139 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 11,025.00 537.000 402 140 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 20.0000 3,400.00 66.000 1,320 PROGRAM CAS145 PAGE 7 DATE 06/17/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0H2004 TIME 02:48 PM ESTIMATE NO. 017 BID OPENING 10/30/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: DON HIURA DATE OF THIS ESTIMATE 06/17/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 50,960.00 4,676,113.40 ADJUSTMENT OF COMPENSATION 1,119,406.38 1,136,654.38 EXTRA WORK 60,413.44 480,702.08 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,230,779.82 6,293,469.86 141 MOBILIZATION LS 1,113,400.0000 1,113,400.00 0.050 55,670.00 1.000 1,113,400 ORIGINAL CONTRACT AMOUNT 11,134,118.40 TOTAL WORK COMPLETED 1,286,449.82 7,406,869.86 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,286,449.82 7,406,869.86 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 12/17/18 400 01/25/19 01/25/19 06/15/21 201 163 0 0 62% 50% PROGRESS IS SATISFACTORY DON HIURA RESIDENT ENGINEER PROGRAM CAS145 DATE 06/17/20