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 09/18/20 EST. NO. 044 TIME 05:43 PM R.E. NAME: MCMILLAN, STEVE 11-2T2174 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0031 46,914.90 E.W. @ L.S.(+) 091720 N NA31 0 005 0955-1 -1,101.71 E.W. @ F.A.(+) 061720 N 1985.0 DAO CORRECTING ENTRY 0955-2 1,133.43 061720 N 1985.0 DAO CORRECTING ENTRY 0969 424.18 080420 N 2009.0 0970 1,085.16 080720 N 2010.0 0971 1,085.16 081020 N 2011.0 0972 1,095.86 081120 N 2012.0 0973 1,095.86 081220 N 2013.0 0974 1,095.86 081320 N 2014.0 0975 1,095.86 081420 N 2015.0 0976 1,095.86 081720 N 2016.0 0977 1,095.86 081920 N 2017.0 0978 1,095.86 082020 N 2018.0 0979 636.25 081320 N 2019.0 0980 1,095.86 082120 N 2023.0 0981 114.50 062620 N 1942.1 0982 1,095.86 082420 N 2026.0 0983 1,320.62 041620 N 2027.0 0984 1,267.33 041720 N 2028.0 0985 862.54 081020 N 2031.0 0986 1,611.50 081120 N 2032.0 0987 1,095.86 082620 N 2033.0 0988 1,095.86 082720 N 2034.0 0989 1,095.86 082820 N 2035.0 0990 1,095.86 083120 N 2036.0 0991 364.88 090120 N 2037.0 0992 1,095.86 090120 N 2038.0 0993 1,095.86 090220 N 2039.0 0994 1,095.86 090320 N 2040.0 0995 808.28 082820 N 2046.0 0996 318.12 090320 N 2047.0 0997 424.18 090420 N 2048.0 0998 1,095.86 090420 N 2049.0 0999 1,764.08 090920 N 2050.0 1000 1,095.86 091020 N 2051.0 006 0026 1,837.50 E.W. @ F.A.(+) 061820 N 2022.0 008 0297 318.13 E.W. @ F.A.(+) 081220 N 2020.0 0298 636.26 073120 N 2025.0 013 0002 101,626.00 E.W. @ L.S.(+) 081120 N 1982.0 035 0055 254.20 E.W. @ F.A.(+) 121118 N 0955.1 039 0054 1,368.99 E.W. @ F.A.(+) 120517 N 0780.1 046 0082 359.60 A.C. @ U.P.(+) 113019 N 2024.0 0083 356.00 113019 N 2024.1 0084 552.40 110919 N 2021.0 0085 430.60 110919 N 2021.1 0086 32.00 072719 N 1964.2 0087 296.80 121419 N 2041.0 0088 264.80 121419 N 2041.1 0089 196.40 122819 N 2042.0 0090 78.00 122819 N 2042.1 0091 266.80 011120 N 2043.0 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 09/18/20 EST. NO. 044 TIME 05:43 PM R.E. NAME: MCMILLAN, STEVE 11-2T2174 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0092 198.00 011120 N 2043.1 0093 236.40 012520 N 2044.0 0094 227.60 012520 N 2044.1 049 0003 19,665.00 E.W. @ U.P (+) 070720 N 1940.0 054 0031 512.45 E.W. @ F.A.(+) 060920 N 1884.0 089 0001 185.69 E.W. @ F.A.(+) 121619 N 1776.0 0002 293.15 121819 N 1777.0 0004 17,959.27 123019 N 1778.0 0005 3,399.87 123119 N 1779.0 103 0001 47,260.61 A.C. @ L.S.(+) 100319 N 1 0 105 0001 31,726.15 E.W. @ F.A.(+) 041420 N 1870.0 0004 149.48 051120 N 1885.0 0004-1 -149.48 051120 N 1885.0 DAO CORRECTING ENTRY 0004-2 3,706.88 051120 N 1885.0 DAO CORRECTING ENTRY 0005 1,467.94 052020 N 1886.0 0006 1,499.21 052120 N 1887.0 0007 786.71 060820 N 1888.0 0008 426.58 062520 N 1911.0 0009 918.32 062520 N 1935.0 0010 597.42 062520 N 1911.1 0011 1,631.22 052020 N 1886.1 0012 3,799.94 060420 N 2029.0 0013 3,907.94 060520 N 2030.0 108 0001 4,537.50 E.W. @ L.S.(+) 082820 N NA 0 332,577.21 TOTAL THIS ESTIMATE 31,106,388.67 TOTAL PREVIOUS ESTIMATE 31,438,965.88 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 09/18/20 EST. NO. 044 TIME 05:43 PM R.E. NAME: MCMILLAN, STEVE 11-2T2174 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY O/S FHWA 1391 -10,000.00 019 RECD O/S FHWA 1391 10,000.00 020 0.00 0.00 LABOR COMPLIANCE VIOLATION DEL MAR 17 CPR -10,000.00 003 DEL APR 17 CPR -10,000.00 004 DEL MAY 17 CPR -5,000.00 005 OTH MAY 17 CPR -5,000.00 005 PRTL APR 17 DEL 5,000.00 005 DEL JUN 17 CPR -5,000.00 006 PRTL MAR 17 DEL 5,000.00 006 RECD MAY 17 OTH 5,000.00 007 DEL AUG 17 CPR -5,000.00 008 PRTL APR 17 DEL 4,000.00 008 PRTL MAY 17 DEL 4,000.00 008 DEL SEP 17 CPR -10,000.00 009 PRTL JUN 17 DEL 3,000.00 009 PRTL MAR 17 DEL 3,000.00 009 DEL OCT 17 CPR -10,000.00 010 RECD APR 17 DEL 1,000.00 010 DEL NOV 17 CPR -10,000.00 011 PRTL SEP 17 DEL 5,000.00 011 PRTL NOV 17 DEL 5,000.00 013 PRTL OCT 17 DEL 5,000.00 013 RECD JUN 17 DEL 2,000.00 013 RECD MAR 17 DEL 2,000.00 013 RECD MAY 17 DEL 1,000.00 013 DEL FEB 18 CPR -5,000.00 014 DEL MAR 18 CPR -5,000.00 015 DEL APR 18 CPR -5,000.00 016 PRTL FEB 18 DEL 4,000.00 016 PRTL NOV 17 DEL 2,000.00 016 PRTL OCT 17 DEL 4,000.00 016 PRTL SEP 17 DEL 2,000.00 016 REC AUG 17 DEL 5,000.00 016 PRTL APR 18 DEL 4,000.00 017 RECD MAR 18 DEL 5,000.00 017 DEL JUN 18 CPR -5,000.00 018 DEL JUL 18 CPR -5,000.00 019 PRTL JUN 18 DEL 2,000.00 019 DEL AUG 18 CPR -3,000.00 020 PRTL JUL 18 DEL 2,000.00 020 DEL SEP 18 CPR -1,000.00 021 RECD FEB 18 DEL 1,000.00 021 DEL OCT 18 CPR -1,000.00 022 DEL NOV 18 CPR -1,000.00 023 PRTL AUG 18 DEL 2,000.00 023 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 09/18/20 EST. NO. 044 TIME 05:43 PM R.E. NAME: MCMILLAN, STEVE 11-2T2174 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRTL JUL 18 DEL 2,000.00 023 PRTL JUN 18 DEL 2,000.00 023 PRTL NOV 17 DEL 2,000.00 023 PRTL SEP 17 DEL 2,000.00 023 DEL DEC 18 CPR -1,000.00 024 DEL JAN 19 CPR -1,000.00 025 RECD APR 18 DEL 1,000.00 025 DEL FEB 19 CPR -1,000.00 026 RECD JUL 18 DEL 1,000.00 026 RECD JUN 18 DEL 1,000.00 026 RECD NOV 17 DEL 1,000.00 026 DEL MAR 19 CPR -1,000.00 027 RECD AUG 18 DEL 1,000.00 028 DEL JUN 19 CPR -3,000.00 030 RECD DEC 18 DEL 1,000.00 030 RECD FEB 19 DEL 1,000.00 030 RECD JAN 19 DEL 1,000.00 030 RECD MAR 19 DEL 1,000.00 030 RECD OCT 17 DEL 1,000.00 030 RECD OCT 18 DEL 1,000.00 030 RECD SEP 18 DEL 1,000.00 030 DEL JUL 19 CPR -1,000.00 031 RECD NOV 18 DEL 1,000.00 031 RECD SEP 17 DEL 1,000.00 031 DEL SEPT 19 CPR -1,000.00 033 DEL DEC 19 OTH -10,000.00 036 RECD JUL 19 DEL 1,000.00 036 RECD JUN 19 DEL 3,000.00 036 RECD SEP 19 DEL 1,000.00 036 O/S JULY 20 CPR -10,000.00 043 RECD O/S JUL 20 10,000.00 044 10,000.00 -10,000.00 TOTAL DEDUCTIONS 10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 09/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2174 TIME 05:43 PM ESTIMATE NO. 044 BID OPENING 10/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 09/18/20 LOCATION PROGRESS ESTIMATE 11-SD-5-R37.4/R46.5 ----------------- FLATIRON-SKANSKA-STACY AND IN SAN DIEGO COUNTY AT VARIOUS WITBECK A JOINT VENTURE (FSSW) LOCATIONS FROM LOMAS SANTA FE DR. 16470 W. BERNARDO DR., STE120 TO 0.5 MILE SOUTH OF PALOMAR SAN DIEGO, CA 92127 AIRPORT RD. FED. AID NO. CMST-PL62-1(113)1 ,ACIM-051(636) REPLACE THE SAN ELIJO LAGOON HWY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 10,656.9900 10,656.99 1.000 10,656 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 11,645.1500 11,645.15 0.750 8,733 003 BONDS AND INSURANCE LS 6,586,807.0000 6,586,807.00 1.000 6,586,807 004 TIME-RELATED OVERHEAD (WDAY) WDAY 14,668.0000 13,494,560.00 20.000 293,360.00 741.000 10,868,988 005 TEMPORARY RESIDENT ENGINEER'S OFFICE LS 711,874.2800 711,874.28 0.895 637,127 006 QUALITY CONTROL TESTING LS 2,727,400.0000 2,727,400.00 0.021 57,275.40 0.805 2,195,557 007 CONSTRUCTION AREA SIGNS LS 158,212.5300 158,212.53 0.852 134,797 008 TRAFFIC CONTROL SYSTEM LS 2,845,067.7700 2,845,067.77 -0.002 -5,690.14 0.805 2,290,279 009 TYPE III BARRICADE EA 88.0300 792.27 9.000 792 (F) 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.2900 14,757.60 3,813.500 16,359 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3200 32,640.00 59,156.000 18,929 012 TRAFFIC PLASTIC DRUM EA 42.3800 14,154.92 271.000 11,484 (F) 013 TEMPORARY PAVEMENT MARKER EA 3.2200 15,681.40 4,501.000 14,493 014 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 16,433.0100 328,660.20 0.435 7,148.36 16.110 264,735 (F) 015 TEMPORARY RAILING (TYPE K) LF 12.7900 896,579.00 60,312.000 771,390 016 TEMPORARY CRASH CUSHION MODULE EA 213.0400 31,956.00 126.000 26,843 017 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,089.2900 65,428.64 16.000 65,428 (GATING) 018 ALTERNATIVE TEMPORARY CRASH CUSHION EA 8,000.0000 40,000.00 5.000 40,000 (NON-GATING) 019 JOB SITE MANAGEMENT LS 548,108.4900 548,108.49 -0.002 -1,096.22 0.805 441,227 020 PREPARE STORM WATER POLLUTION PREVENTION LS 21,173.0000 21,173.00 -0.250 -5,293.25 0.750 15,879 PLAN 021 RAIN EVENT ACTION PLAN EA 529.2800 38,637.44 37.000 19,583 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,058.5700 42,342.80 9.000 9,527 PROGRAM CAS145 PAGE 2 DATE 09/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2174 TIME 05:43 PM ESTIMATE NO. 044 BID OPENING 10/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 09/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STORM WATER ANNUAL REPORT EA 1,270.2800 3,810.84 4.000 5,081 024 MOVE-IN/MOVE-OUT EA 534.6300 12,831.12 19.000 10,157 (F) (TEMPORARY EROSION CONTROL) 025 TEMPORARY HYDRAULIC MULCH SQYD 0.7700 349,580.00 287,895.063 221,679 (BONDED FIBER MATRIX) 026 TEMPORARY CHECK DAM LF 13.5900 90,781.20 8,309.000 112,919 027 TEMPORARY DRAINAGE INLET PROTECTION EA 223.3300 21,663.01 5.000 1,116.65 57.000 12,729 (F) 028 TEMPORARY FIBER ROLL LF 4.6700 319,428.00 275.000 1,284.25 87,497.000 408,610 029 TEMPORARY STRAW BALE BARRIER LF 9.9800 86,027.60 0.000 0 030 TEMPORARY CONSTRUCTION ENTRANCE EA 9,850.6600 88,655.94 9.000 88,655 (F) 031 STREET SWEEPING LS 840,111.6100 840,111.61 0.021 17,642.34 0.790 663,688 032 TEMPORARY CONCRETE WASHOUT LS 225,757.1300 225,757.13 0.021 4,740.90 0.805 181,734 (F) 033 TEMPORARY FENCE (TYPE ESA) LF 6.3000 57,141.00 11,863.000 74,736 034 HEALTH AND SAFETY PLAN LS 2,646.6300 2,646.63 1.000 2,646 035 TREATED WOOD WASTE LB 0.3600 27,864.00 63,500.000 22,860 036 ABANDON CULVERT (EA) EA 997.1200 5,982.72 6.000 5,982 037 REMOVE ORNAMENTAL FENCE LF 40.2700 3,463.22 86.000 3,463 038 REMOVE PILASTER (ORNAMENTAL FENCE) EA 1,000.0000 5,000.00 5.000 5,000 039 REMOVE CHAIN LINK FENCE LF 7.4200 48,230.00 8,503.000 63,092 040 REMOVE CABLE BARRIER LF 8.4800 48,251.20 2,380.000 20,182 041 REMOVE GUARDRAIL LF 10.9700 52,436.60 4,810.000 52,765 042 REMOVE IRRIGATION FACILITY LS 15,000.0000 15,000.00 1.000 15,000 043 REMOVE PAINTED TRAFFIC STRIPE LF 0.4800 68,640.00 91,370.000 43,857 044 REMOVE PAINTED PAVEMENT MARKING SQFT 1.5000 2,820.00 961.000 1,441 045 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5400 9,666.00 45,723.000 24,690 046 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.7200 223.60 645.000 1,109 047 REMOVE PAVEMENT MARKER EA 1.0600 17,702.00 3,249.000 3,443 048 REMOVE ROADSIDE SIGN EA 83.8700 9,561.18 41.000 3,438 049 REMOVE SIGN STRUCTURE (EA) EA 1,642.2900 11,496.03 6.000 9,853 PROGRAM CAS145 PAGE 3 DATE 09/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2174 TIME 05:43 PM ESTIMATE NO. 044 BID OPENING 10/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 09/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CULVERT (EA) EA 2,367.6700 59,191.75 25.000 59,191 051 REMOVE INLET EA 1,341.6800 37,567.04 29.000 38,908 052 REMOVE RETAINING WALL (LF) LF 91.2800 8,215.20 55.000 5,020 053 REMOVE RETAINING WALL (PORTION) (LF) LF 73.0400 10,956.00 142.060 10,376 054 RELOCATE SIGN (TYPE C) EA 10,000.0000 10,000.00 1.000 10,000 055 MODIFY INLET EA 1,080.0000 1,080.00 1.000 1,080 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.1500 7,931.00 774.120 3,986 057 REMOVE CONCRETE (CY) CY 62.5700 20,648.10 94.920 5,939 058 REMOVE BOLLARD WITH FOOTING EA 528.8500 5,288.50 3.000 1,586 059 REMOVE CONCRETE (CHANNEL) CY 141.1300 42,339.00 286.910 40,491 060 REMOVE CONCRETE BARRIER LF 9.0800 10,632.68 0.300 2.72 1,171.300 10,635 (F) 061 REMOVE CONCRETE BARRIER (TYPE K) LF 11.7000 152,334.00 82.000 959.40 13,102.000 153,293 (F) 062 CULVERT SLURRY-CEMENT BACKFILL CY 100.0000 10,000.00 82.691 8,269 063 SAND BACKFILL CY 232.8100 20,952.90 81.400 18,950 064 REMOVE CRASH CUSHION EA 134.1800 268.36 2.000 268 065 BRIDGE REMOVAL LS 2,001,271.8800 2,001,271.88 0.920 1,841,170 066 CLEARING AND GRUBBING (ACRE) ACRE 29,824.5600 1,699,999.92 57.000 1,699,999 (F) 067 DEVELOP WATER SUPPLY LS 900,000.0000 900,000.00 0.011 9,900.00 0.903 812,700 068 DUST PALLIATIVE LS 193,351.8500 193,351.85 -0.002 -386.70 0.805 155,648 069 GEOSYNTHETIC REINFORCED EMBANKMENT CY 33.8500 567,495.25 16,765.000 567,495 (F) EXCAVATION 070 ROADWAY EXCAVATION CY 18.3700 7,052,812.47 363,708.150 6,681,318 (F) 071 ROADWAY EXCAVATION (TYPE D) CY 39.5000 2,928,451.00 6,667.000 263,346 (F) 072 ROADWAY EXCAVATION (TYPE Y-1) CY 96.9000 484,500.00 5,000.000 484,500 (AERIALLY DEPOSITED LEAD) 073 ROADWAY EXCAVATION (TYPE Y-2) CY 103.1800 254,854.60 2,429.500 250,675 (AERIALLY DEPOSITED LEAD) 074 SETTLEMENT PLATFORM EA 10,585.6800 169,370.88 16.000 169,370 (F) 075 STRUCTURE EXCAVATION (BRIDGE) CY 225.5700 1,594,779.90 7,070.000 1,594,779 (F) 076 STRUCTURE EXCAVATION (TYPE D) CY 193.5800 104,726.78 286.340 55,429 (F) PROGRAM CAS145 PAGE 4 DATE 09/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2174 TIME 05:43 PM ESTIMATE NO. 044 BID OPENING 10/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 09/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (RETAINING WALL) CY 75.5300 91,164.71 1,207.000 91,164 (F) 078 GEOSYNTHETIC REINFORCED EMBANKMENT CY 33.4100 1,994,977.92 82,255.000 2,748,139 (F) BACKFILL 079 STRUCTURE BACKFILL (BRIDGE) CY 145.2400 737,819.20 3,384.000 491,492 (F) 080 STRUCTURE BACKFILL (RETAINING WALL) CY 173.1400 213,135.34 1,231.000 213,135 (F) 081 PERVIOUS BACKFILL MATERIAL (RETAINING CY 125.3797 865.12 6.900 865 (F) WALL) 082 DITCH EXCAVATION CY 30.0000 29,400.00 804.970 24,149 083 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 8.8600 67,920.76 0.000 0 (F) CLASS A2 084 GEOSYNTHETIC REINFORCEMENT (RIGID) SQYD 8.1700 14,469.07 1,771.000 14,469 (F) POLYPROPYLENE GEOGRID 085 GEOSYNTHETIC REINFORCED EMBANKMENT SQFT 12.1300 943,046.85 70,052.000 849,730 (F) 086 ROADSIDE CLEARING LS 20,000.0000 20,000.00 0.723 14,460 087 ROCK BLANKET SQFT 12.1700 39,674.20 0.000 0 088 WEED GERMINATION SQYD 0.2000 29,200.00 26,840.000 5,368 089 PACKET FERTILIZER EA 0.1900 16,720.00 13,516.000 2,568 090 SLOW-RELEASE FERTILIZER LB 5.0000 2,250.00 0.000 0 091 PLANT (GROUP I) EA 2.5800 621,780.00 14,230.000 36,713 092 PLANT (GROUP A) EA 10.9600 840,632.00 7,869.000 86,244 093 PLANT (GROUP B) EA 25.5500 130,305.00 2,484.000 63,466 094 PLANT (GROUP U) EA 175.4300 66,663.40 328.000 57,541 095 SOD SQYD 22.9200 40,110.00 200.000 4,584 096 PLANT ESTABLISHMENT WORK LS 94,189.2900 94,189.29 0.126 11,867 097 GRAVEL MULCH SQFT 3.0000 141,600.00 0.000 0 098 DECOMPOSED GRANITE SQFT 1.5900 109,710.00 0.000 0 099 WOOD MULCH CY 79.0500 363,630.00 720.000 56,916 100 ROCK MULCH (TYPE 1) SQYD 2.1200 15,476.00 0.000 0 101 ROCK MULCH (TYPE 2) SQYD 3.5500 47,215.00 0.000 0 102 EDGING LF 10.0000 3,400.00 0.000 0 103 CONTROL AND NEUTRAL CONDUCTORS LS 145,066.8700 145,066.87 0.752 109,090 PROGRAM CAS145 PAGE 5 DATE 09/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2174 TIME 05:43 PM ESTIMATE NO. 044 BID OPENING 10/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 09/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOTE CONTROL VALVE EA 491.9000 93,461.00 88.000 43,287 WITH PRESSURE REGULATOR 105 3" RECYCLED WATER CONNECTION ASSEMBLY EA 11,950.9100 23,901.82 0.000 0 AND ENCLOSURE 106 2" RECYCLED WATER CONNECTION ASSEMBLY EA 8,606.8600 8,606.86 0.000 0 AND ENCLOSURE 107 40 STATION IRRIGATION CONTROLLER EA 17,323.3500 17,323.35 0.000 0 AND ENCLOSURE 103(A) 108 48 STATION IRRIGATION CONTROLLER EA 22,037.9300 22,037.93 1.000 22,037 AND ENCLOSURE 103(B) 109 48 AND 32 STATION IRRIGATION CONTROLLER EA 10,585.6800 10,585.68 1.000 10,585 AND ENCLOSURE 105(A) AND 105(B) 110 24 STATION IRRIGATION CONTROLLER EA 14,801.5900 14,801.59 0.000 0 AND ENCLOSURE 104(B) 111 32 STATION IRRIGATION CONTROLLER EA 16,336.5700 16,336.57 0.000 0 AND ENCLOSURE 104(A) 112 FLOW SENSOR EA 1,238.9500 3,716.85 0.000 0 113 TREE WELL SPRINKLER ASSEMBLY EA 37.9400 14,417.20 386.000 14,644 114 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 42.1000 33,259.00 503.000 21,176 115 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 98.1300 44,158.50 206.000 20,214 116 RISER SPRINKLER ASSEMBLY EA 33.5500 25,498.00 59.000 1,979 117 POP-UP SPRINKLER ASSEMBLY EA 98.7900 15,806.40 21.000 2,074 118 1 1/2" GATE VALVE EA 296.0300 3,552.36 4.000 1,184 119 2" GATE VALVE EA 449.5300 17,082.14 18.000 8,091 120 3" GATE VALVE EA 800.3800 9,604.56 1.000 800 121 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.8200 166,651.50 20,954.000 100,998 (F) LINE) 122 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 4.9900 119,660.20 14,812.000 73,911 (F) (SUPPLY LINE) 123 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.1000 43,120.50 4,136.000 21,093 (F) (SUPPLY LINE) 124 2" PLASTIC PIPE (SCHEDULE 40) LF 5.5400 54,569.00 6,171.000 34,187 (F) (SUPPLY LINE) 125 2 1/2" PLASTIC PIPE (CLASS 315) LF 7.2400 54,372.40 5,424.000 39,269 (F) (SUPPLY LINE) 126 3" PLASTIC PIPE (CLASS 315) LF 8.2800 140,553.00 8,703.000 72,060 (F) (SUPPLY LINE) 127 4" PLASTIC PIPE (CLASS 315) LF 10.2500 48,687.50 4,767.000 48,861 (F) (SUPPLY LINE) 128 1" COMBINATION AIR RELIEF VALVE EA 657.8500 2,631.40 2.000 1,315 129 BALL VALVE EA 317.7300 953.19 1.000 317 130 PVC PIPE CONDUIT (SLEEVE) LF 68.7500 4,193.75 36.000 2,475 (F) PROGRAM CAS145 PAGE 6 DATE 09/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2174 TIME 05:43 PM ESTIMATE NO. 044 BID OPENING 10/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 09/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 8" CORRUGATED HIGH DENSITY LF 50.0000 11,000.00 195.000 9,750 POLYETHYLENE PIPE CONDUIT 132 12" CORRUGATED HIGH DENSITY LF 50.0000 4,250.00 45.000 2,250 POLYETHYLENE PIPE CONDUIT 133 8" PVC PIPE CONDUIT LF 153.3900 122,712.00 920.000 141,118 134 IMPORTED TOPSOIL (CY) CY 47.6400 145,778.40 0.000 0 135 EROSION CONTROL (DRY SEED) (ACRE) ACRE 4,500.0000 765,000.00 0.000 0 136 COMPOST SOCK LF 4.9900 265,967.00 0.000 0 137 HYDROSEED SQFT 0.0400 41,600.00 743,667.000 29,746 138 COMPOST SQFT 0.1100 117,700.00 1,800.000 198 139 INCORPORATE MATERIALS SQFT 0.2600 4,082.00 1,800.000 468 140 CLASS 2 AGGREGATE BASE (CY) CY 51.0000 2,168,163.00 2,328.900 118,773.90 33,583.430 1,712,754 (F) 141 LEAN CONCRETE BASE RAPID SETTING CY 350.0000 87,500.00 198.260 69,391 142 ASPHALTIC EMULSION (FOG SEAL COAT) TON 2,741.9100 5,483.82 0.000 0 143 HOT MIX ASPHALT (TYPE A) TON 106.4500 3,598,010.00 4,558.390 485,240.62 23,827.120 2,536,396 144 MINOR HOT MIX ASPHALT TON 128.3900 37,233.10 121.685 15,623 145 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.8600 13,510.00 0.000 0 146 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.2300 2,918.70 86.000 363 147 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 27,560.00 6,098.000 24,392 148 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 5.6100 1,009.80 433.000 2,429 149 PLACE HOT MIX ASPHALT SQYD 72.7300 39,274.20 0.000 0 (MISCELLANEOUS AREA) 150 TACK COAT TON 1,004.9600 35,173.60 3.860 3,879 151 JOINTED PLAIN CONCRETE PAVEMENT CY 302.2800 7,017,127.92 2,949.000 891,423.72 14,988.720 4,530,790 (F) 152 JOINTED PLAIN CONCRETE PAVEMENT CY 650.0000 195,000.00 237.300 154,245 (RSC) 153 JOINT SEAL (PREFORMED COMPRESSION) LF 5.5500 219,780.00 31,586.000 175,302 154 ISOLATION JOINT SEAL (SILICONE) LF 10.5800 216,890.00 7,690.000 81,360 155 GRIND EXISTING CONCRETE SQYD 9.3400 82,192.00 8,623.510 80,543 PAVEMENT 156 MECHANICALLY STABILIZED EMBANKMENT, SQFT 50.0700 110,304.21 2,203.000 110,304 (F) LOCATION A 157 MECHANICALLY STABILIZED EMBANKMENT, SQFT 42.3400 1,017,599.56 24,034.000 1,017,599 (F) LOCATION B PROGRAM CAS145 PAGE 7 DATE 09/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2174 TIME 05:43 PM ESTIMATE NO. 044 BID OPENING 10/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 09/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 ANCHOR BAR ASSEMBLY EA 684.6700 367,667.79 533.000 364,929 VALVE (MASTER) 159 126" PERMANENT STEEL CASING LF 3,004.7700 5,318,442.90 208.350 626,043.83 1,770.000 5,318,442 160 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 846.7900 5,886,884.08 6,951.480 5,886,443 161 120" CAST-IN-DRILLED-HOLE CONCRETE LF 1,927.9400 3,597,536.04 126.000 242,920.44 1,359.000 2,620,070 PILING 162 126" CAST-IN-DRILLED-HOLE CONCRETE LF 2,775.9500 4,913,431.50 190.000 527,430.50 1,213.600 3,368,892 PILING 163 FURNISH PILING (CLASS 90) LF 41.5300 17,982.49 0.000 0 (ALTERNATIVE V) 164 DRIVE PILE (CLASS 90) EA 11,335.5100 136,026.12 0.000 0 (ALTERNATIVE V) 165 60" CAST-IN-DRILLED-HOLE CONCRETE LF 840.7300 218,589.80 116.000 97,524 PILE (SIGN FOUNDATION) 166 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1,031,997.8400 1,031,997.84 0.500 515,998 167 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 323.3600 579,784.48 622.000 201,129.92 1,793.000 579,784 (F) 168 STRUCTURAL CONCRETE, BRIDGE CY 1,253.2500 19,593,310.50 206.000 258,169.50 10,109.510 12,669,743 (F) 169 STRUCTURAL CONCRETE, BRIDGE CY 489.2100 2,856,007.98 2,898.500 1,417,975 (F) (POLYMER FIBER) 170 STRUCTURAL CONCRETE, RETAINING WALL CY 629.5900 348,792.86 554.000 348,792 (F) 171 STRUCTURAL CONCRETE, BARRIER SLAB CY 442.9400 794,191.42 1,793.000 794,191 (F) 172 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,031.1200 1,000,186.40 512.380 528,325 (F) (TYPE N) 173 STRUCTURAL CONCRETE, BOX CULVERT CY 1,500.0000 52,500.00 0.000 0 (F) 174 STRUCTURAL CONCRETE, JUNCTION STRUCTURE CY 1,543.8600 100,350.90 64.830 100,088 (F) 175 STRUCTURAL CONCRETE, HEADWALL CY 1,534.8700 26,092.79 11.500 17,651 (F) 176 MINOR CONCRETE (MINOR STRUCTURE) CY 2,175.5700 493,854.39 167.581 364,584 (F) 177 PILASTER (ORNAMENTAL FENCE) SQFT 250.0000 11,500.00 0.000 0 (F) 178 EXTERIOR GIRDER TEXTURE SQFT 66.3600 192,974.88 2,884.000 191,382 (F) 179 FLUTED FACE TEXTURE SQFT 24.5000 269,549.00 1,375.250 33,693.63 8,251.500 202,161 (F) 180 DECK SURFACE TREATMENT SQFT 3.0400 18,547.04 0.000 0 181 DRILL AND BOND DOWEL LF 19.1400 15,024.90 68.000 1,301.52 138.000 2,641 182 JOINT SEAL ASSEMBLY (MR 3") LF 699.8200 32,891.54 0.000 0 183 JOINT SEAL ASSEMBLY (MR 3 1/2") LF 288.1200 201,395.88 371.500 107,036 184 BAR REINFORCING STEEL (BRIDGE) LB 0.9100 5,460,101.92 141,780.000 129,019.80 3,932,537.000 3,578,608 (F) PROGRAM CAS145 PAGE 8 DATE 09/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2174 TIME 05:43 PM ESTIMATE NO. 044 BID OPENING 10/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 09/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 BAR REINFORCING STEEL (RETAINING WALL) LB 1.5900 104,925.69 65,991.000 104,925 (F) 186 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0500 3,759.00 0.000 0 (F) 187 BAR REINFORCING STEEL (EPOXY COATED) LB 1.2600 3,360,896.28 122,926.000 154,886.76 2,034,529.000 2,563,506 (F) (BRIDGE) 188 BAR REINFORCING STEEL (GALVANIZED) LB 2.3800 2,441.88 0.000 0 (F) 189 HEADED BAR REINFORCEMENT EA 13.0300 3,075.08 28.000 364.84 168.000 2,189 (F) 190 SCULPTED SHOTCRETE WITH SURFACE SQFT 55.9300 1,638,245.63 0.000 0 TEXTURE 191 STRUCTURAL SHOTCRETE CY 1,024.3500 414,861.75 405.000 414,861 (F) 192 STRUCTURAL STEEL (BRIDGE) LB 17.8000 39,284.60 2,170.000 38,626 (F) 193 FURNISH SUSPENDER CABLES LS 0.0100 0.01 0.000 0 194 INSTALL SUSPENDER CABLES LS 410,849.5200 410,849.52 0.000 0 195 FURNISH CABLE RESTRAINERS LS 21,173.0100 21,173.01 0.000 0 196 INSTALL CABLE RESTRAINERS LS 65,899.8200 65,899.82 0.000 0 197 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 10.9500 36,934.35 0.000 0 (F) WITH WALKWAY) 198 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 6.5700 22,160.61 0.000 0 (F) WITH WALKWAY) 199 FURNISH SIGN STRUCTURE (TUBULAR) LB 4.7100 466,525.50 0.000 0 (F) 200 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.4400 43,582.00 0.000 0 (F) 201 FURNISH SIGN STRUCTURE (TRUSS) LB 3.7000 84,863.20 0.000 0 (F) 202 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5300 12,156.08 0.000 0 (F) 203 METAL (BARRIER MOUNTED SIGN) LB 15.1000 12,502.80 0.000 0 (F) 204 ROADSIDE SIGN - ONE POST EA 324.2800 28,860.92 15.000 4,864 205 ROADSIDE SIGN - TWO POST EA 1,062.2900 24,432.67 4.000 4,249 (F) 206 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 134.1800 939.26 0.000 0 METHOD) 207 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 20.0000 76,400.00 182.680 3,653 (F) 208 INSTALL ROADSIDE SIGN EA 6,821.0400 34,105.20 0.000 0 (LAMINATED WOOD BOX POST) 209 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 31.7500 71,596.25 0.000 0 (F) FOR RETROREFLECTIVE SHEETING (TYPE XI) 210 FURNISH LAMINATED PANEL SIGN SQFT 46.1300 5,858.51 0.000 0 (F) (2 1/2"-TYPE H) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 9 DATE 09/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2174 TIME 05:43 PM ESTIMATE NO. 044 BID OPENING 10/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 09/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.5800 21,714.22 90.680 1,775 (F) (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 212 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.4100 13,450.19 0.000 0 (F) (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 213 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 34.6600 12,373.62 92.000 3,188 (F) (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 214 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.5200 9,554.88 0.000 0 (F) (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 215 ROCK STAIN SQFT 1.0000 145,000.00 0.000 0 216 PREPARE AND STAIN CONCRETE SQFT 2.7500 45,270.50 0.000 0 (F) 217 12" ALTERNATIVE PIPE CULVERT LF 113.5700 131,854.77 1,161.000 131,854 (F) 218 18" ALTERNATIVE PIPE CULVERT LF 108.5000 64,991.50 540.700 58,665 (F) 219 24" ALTERNATIVE PIPE CULVERT LF 85.3100 1,183,505.63 13,384.100 1,141,797 (F) 220 30" ALTERNATIVE PIPE CULVERT LF 154.3500 62,974.80 464.400 71,680 (F) 221 36" ALTERNATIVE PIPE CULVERT LF 168.1300 90,790.20 547.000 91,967 (F) 222 18" REINFORCED CONCRETE PIPE LF 100.0000 12,900.00 148.100 14,810 (F) 223 24" REINFORCED CONCRETE PIPE LF 200.0000 142,600.00 1,638.100 327,620 (F) 224 30" REINFORCED CONCRETE PIPE LF 209.1800 104,380.82 473.880 99,126 (F) 225 48" REINFORCED CONCRETE PIPE LF 321.4200 46,284.48 112.000 35,999 (F) 226 12" SLOTTED CORRUGATED STEEL PIPE LF 81.6600 4,899.60 0.000 0 (F) (.079" THICK) 227 PRECAST 90 DEGREE TRASH RACK EA 2,096.6200 6,289.86 0.000 0 (F) 228 INFILTRATION SYSTEM LS 189,962.2500 189,962.25 1.000 189,962 229 10" PLASTIC PIPE RISER (SCHEDULE 80) LF 273.9500 6,574.80 24.000 6,574 WITH CAP 230 CAST IRON RING AND LID WITH GASKET LF 1,000.0000 6,000.00 0.000 0 231 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 170.3400 102,204.00 590.200 100,534 (.109" THICK) 232 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 111.3700 15,591.80 73.200 8,152 (.138" THICK) 233 GRATED LINE DRAIN LF 246.3600 34,490.40 40.000 9,854 (F) 234 WELDED STEEL PIPE CASING (BRIDGE) LF 148.3400 24,476.10 162.000 24,031 235 24" ALTERNATIVE FLARED END SECTION EA 1,000.0000 2,000.00 1.000 1,000 (F) PROGRAM CAS145 PAGE 10 DATE 09/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2174 TIME 05:43 PM ESTIMATE NO. 044 BID OPENING 10/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 09/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 236 36" REINFORCED CONCRETE PIPE RISER LF 731.0900 40,941.04 55.100 40,283 (F) 237 ROCK SLOPE PROTECTION CY 110.1900 1,630,812.00 80.900 8,914 (F) (1/4 T, METHOD B) (CY) 238 ROCK SLOPE PROTECTION (1T, METHOD B) CY 321.9500 10,624.35 32.400 10,431 (F) 239 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 416.0300 19,969.44 10.800 4,493 (F) (CY) 240 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 120.4100 1,143,895.00 0.000 0 (F) (CY) 241 CONCRETE (DITCH LINING) CY 500.0000 175,500.00 398.060 199,030 (F) 242 CONCRETE (CHANNEL LINING) CY 752.1600 97,028.64 0.000 0 (F) 243 CONCRETE (CONCRETE APRON) CY 501.0900 4,008.72 2.300 1,152 (F) 244 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.8400 22,720.00 130.000 369 245 MINOR CONCRETE (GUTTER) (LF) LF 72.9500 8,754.00 0.000 0 246 DETECTABLE WARNING SURFACE SQFT 36.3400 3,997.40 0.000 0 247 MINOR CONCRETE (MISCELLANEOUS CY 550.3300 164,548.67 63.350 34,863 (F) CONSTRUCTION) 248 MINOR CONCRETE (LITHOCRETE) SQFT 34.8500 29,901.30 0.000 0 (F) 249 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 10.4100 153,922.26 0.000 0 (F) CONCRETE) 250 PRE/POST CONSTRUCTION SURVEYS EA 600.0000 4,800.00 0.000 0 251 MISCELLANEOUS IRON AND STEEL LB 1.9900 77,126.43 13,186.000 26,240 (F) 252 MISCELLANEOUS METAL (BRIDGE) LB 9.9400 11,112.92 0.000 0 (F) 253 BRIDGE DECK DRAINAGE SYSTEM LB 7.1000 168,646.30 23,753.000 168,646 (F) 254 CITY OF SOLANA BEACH SANITARY LS 2,765,619.5600 2,765,619.56 0.002 5,531.24 0.982 2,715,838 SEWER LINE 255 UTILITIES APPURTENANCES RELOCATION LS 460,681.9900 460,681.99 0.900 414,613 256 SAN DIEGUITO WATER DISTRICT WATER LINE LS 122,154.9700 122,154.97 1.000 122,154 257 SANTA FE IRRIGATION DISTRICT LS 166,601.6900 166,601.69 0.980 163,269 WATER LINE 258 SAN ELIJO JOINT POWERS AUTHORITY LS 682,180.3500 682,180.35 0.953 650,117 RECYCLED WATER 259 RAIL EARTHWORK LS 7,295,058.0600 7,295,058.06 1.000 7,295,058 260 RAIL ROADS AND STAGING LS 2,553,303.6400 2,553,303.64 1.000 2,553,303 261 RAIL CHESTERFIELD DRIVE GRADE LS 3,349,988.1500 3,349,988.15 1.000 3,349,988 CROSSING 262 RAIL TRACK LS 7,287,495.6600 7,287,495.66 1.000 7,287,495 PROGRAM CAS145 PAGE 11 DATE 09/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2174 TIME 05:43 PM ESTIMATE NO. 044 BID OPENING 10/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 09/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 263 RAILROAD SIGNAL LS 3,865,719.5500 3,865,719.55 1.000 3,865,719 264 RAIL BRIDGE AT 240.4 LS 8,489,866.9500 8,489,866.95 1.000 8,489,866 265 RAIL SAN ELIJO AVENUE RETAINING WALL LS 2,887,722.5800 2,887,722.58 1.000 2,887,722 266 RAIL CULVERT AT 241.0 LS 451,752.1700 451,752.17 1.000 451,752 267 RAIL CULVERTS AND DRAINAGE LS 2,010,632.5800 2,010,632.58 1.000 2,010,632 268 RAIL SITE MITIGATION LS 1,399,666.8800 1,399,666.88 1.000 1,399,666 269 RAIL UTILITIES LS 216,296.8800 216,296.88 1.000 216,296 270 RAIL ON SITE REVEGETATION LS 625,867.6400 625,867.64 1.000 625,867 271 RAIL TIME RELATED OVERHEAD LS 3,937,500.0000 3,937,500.00 1.000 3,937,500 272 RAIL BONDS AND INSURANCE LS 1,971,000.0000 1,971,000.00 1.000 1,971,000 273 ORNAMENTAL FENCE LF 379.3500 27,313.20 0.000 0 (F) 274 LODGE POLE FENCE LF 44.5000 224,280.00 0.000 0 (F) 275 TEMPORARY FENCE LF 21.1900 4,513.47 60.000 1,271 (F) 276 CHAIN LINK FENCE (TYPE CL-3) LF 31.7900 96,196.54 0.000 0 (F) 277 CHAIN LINK FENCE (TYPE CL-6) LF 36.0300 40,966.11 0.000 0 (F) 278 LODGE POLE GATE EA 6,569.6900 13,139.38 0.000 0 (F) 279 4' CHAIN LINK GATE (TYPE CL-6) EA 1,589.4400 3,178.88 0.000 0 (F) 280 DELINEATOR (CLASS 1) EA 118.0700 17,710.50 0.000 0 281 GUARD RAILING DELINEATOR EA 54.8500 2,742.50 0.000 0 282 MIDWEST GUARDRAIL SYSTEM LF 51.5600 52,075.60 0.000 0 283 VEGETATION CONTROL (MINOR CONCRETE) SQYD 83.1200 24,104.80 0.000 0 284 CABLE HANDRAILING LF 551.0100 473,317.59 0.000 0 (F) 285 CABLE RAILING LF 39.8000 126,006.80 1,656.000 65,908 (F) 286 TRANSITION RAILING (TYPE WB-31) EA 4,207.0100 16,828.04 0.000 0 287 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,058.6100 6,351.66 0.000 0 288 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,835.6000 19,342.40 0.000 0 289 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,988.7100 19,943.55 0.000 0 PROGRAM CAS145 PAGE 12 DATE 09/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2174 TIME 05:43 PM ESTIMATE NO. 044 BID OPENING 10/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 09/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 290 CONCRETE BARRIER (TYPE 60) LF 61.4000 829,329.80 3,326.600 204,253 (F) 291 CONCRETE BARRIER (TYPE 60S) LF 58.4600 250,910.32 0.000 0 (F) 292 CONCRETE BARRIER (TYPE 60SA) LF 247.0400 152,917.76 0.000 0 (F) 293 CONCRETE BARRIER (TYPE 80) LF 137.8100 486,882.73 3,533.000 486,882 (F) 294 CONCRETE BARRIER (TYPE 80 MOD) LF 129.9500 167,765.45 1,291.000 167,765 (F) 295 THERMOPLASTIC PAVEMENT MARKING SQFT 3.7500 27,787.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 296 6" TAPE TRAFFIC STRIPE (WARRANTY) LF 3.7500 54,375.00 0.000 0 297 8" TAPE TRAFFIC STRIPE (WARRANTY) LF 0.3200 14,784.00 0.000 0 298 PAINT TRAFFIC STRIPE (1-COAT) LF 0.2000 10,280.00 6,391.000 1,278 299 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2700 58,050.00 130,891.000 35,340 300 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4300 18,748.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 301 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 8,460.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 302 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4100 1,722.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 303 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6700 8,040.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 304 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9700 8,439.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 305 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5400 3,618.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 306 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2900 16,770.00 3,135.000 4,044 307 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2200 28,336.00 1,428.000 4,598 308 SIGNAL AND LIGHTING (LOCATION 1) LS 251,057.2100 251,057.21 0.041 10,293 309 SIGNAL AND LIGHTING (LOCATION 2) LS 245,229.4100 245,229.41 0.045 11,035.32 0.160 39,236 310 LIGHTING (BIKE FACILITY) LS 726,873.1700 726,873.17 0.118 85,771 311 LIGHTING AND SIGN ILLUMINATION LS 597,132.7900 597,132.79 0.026 15,525.45 0.555 331,408 312 TRAFFIC MONITORING STATION LS 15,927.5400 15,927.54 0.000 0 313 CLOSED CIRCUIT TELEVISION SYSTEM LS 1,510,364.4700 1,510,364.47 0.075 113,277.34 0.540 815,596 314 RAMP METERING SYSTEM (LOCATION 1) LS 134,096.0300 134,096.03 0.572 76,702 PROGRAM CAS145 PAGE 13 DATE 09/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2174 TIME 05:43 PM ESTIMATE NO. 044 BID OPENING 10/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 09/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 315 RAMP METERING SYSTEM (LOCATION 2) LS 125,507.9000 125,507.90 0.731 91,746 316 RAMP METERING SYSTEM (LOCATION 3) LS 7,129.1600 7,129.16 0.000 0 317 ELECTRIC SERVICE (IRRIGATION) LS 74,328.4900 74,328.49 0.373 27,724 318 WATER METER CHARGES LS 280,460.7500 280,460.75 0.000 0 319 RAIL MOBILIZATION LS 4,170,000.0000 4,170,000.00 1.000 4,170,000 PROGRAM CAS145 PAGE 14 DATE 09/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T2174 TIME 05:43 PM ESTIMATE NO. 044 BID OPENING 10/14/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/20 R.E. NAME: MCMILLAN, STEVE DATE OF THIS ESTIMATE 09/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,196,732.04 159,627,169.93 ADJUSTMENT OF COMPENSATION 50,756.01 5,954,269.32 EXTRA WORK 281,821.20 25,484,696.56 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,529,309.25 191,066,135.81 320 MOBILIZATION LS 17,842,316.4700 17,842,316.47 1.000 17,842,316 ORIGINAL CONTRACT AMOUNT 220,198,854.68 TOTAL WORK COMPLETED 4,529,309.25 208,908,452.28 MATERIALS ON HAND ON SITE -61,077.72 1,483,035.09 DEDUCTIONS 10,000.00 -10,000.00 TOTAL 4,478,231.53 210,381,487.37 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 01/13/17 920 01/17/17 01/17/17 08/21/22 741 175 50 0 81% 76% PROGRESS IS SATISFACTORY MCMILLAN, STEVE RESIDENT ENGINEER PROGRAM CAS145 DATE 09/18/20