PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 05/19/22 EST. NO. 032 TIME 03:53 PM R.E. NAME: CHOI, GINA 04-2640F4 --------------------------------------------------------------------------- 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 0076-1 -723.66 E.W. @ F.A.(+) 011921 N 0402.0 DAO CORRECTING ENTRY 0098-1 -11,757.58 021021 N 0460.0 DAO CORRECTING ENTRY 0099-1 -9,655.93 030321 N 0492.0 DAO CORRECTING ENTRY 0101-1 -13,138.11 031521 N 0516.0 DAO CORRECTING ENTRY 0113-1 -10,498.83 050321 N 0623.0 DAO CORRECTING ENTRY 0117-1 -16,391.72 042121 N 0558.0 DAO CORRECTING ENTRY 0123-1 -11,564.75 123119 N 0719.0 DAO CORRECTING ENTRY 0125-1 -11,300.00 040620 N 0721.0 DAO CORRECTING ENTRY 0147-1 -5,262.72 011121 N 0745.0 DAO CORRECTING ENTRY 0160-1 -109.69 050321 N 0623.1 DAO CORRECTING ENTRY 0161-1 -12,032.86 061521 N 0795.0 DAO CORRECTING ENTRY 0249 2,164.70 030122 N 1268.0 0254 2,437.14 030122 N 1271.1 0256 678.49 031722 N 1294.1 0258 5,078.05 032122 N 1301.1 0263 1,336.98 032122 N 1301.2 0264 1,002.74 032222 N 1305.2 0265 167.12 033022 N 1321.1 0266 6,035.23 110621 N 1328.0 0268 1,767.21 110621 N 1330.0 0269 2,246.88 032522 N 1332.0 0270 469.04 040222 N 1347.0 0271 1,233.34 041122 N 1357.0 0273 212.97 041522 N 1366.0 0275 306.10 032021 N 1235.1 005 0013 14,873.60 A.C. @ U.P.(+) 042122 N C5 0 0018 -235.68 A.C. @ U.P.(-) 051922 N E32 0 006 0055 860.87 E.W. @ F.A.(+) 110521 N 1259.0 0071 372.73 041522 N 1360.0 008 0041 1,479.17 E.W. @ F.A.(+) 032921 N 1376.0 009 0130 106.39 E.W. @ F.A.(+) 040122 N 1323.1 016 0060 167.12 E.W. @ F.A.(+) 012822 N 1162.1 0061 501.37 012822 N 1163.1 0062 4,560.73 040522 N 1353.0 021 0023 216.67 E.W. @ F.A.(+) 050420 N 0105.0 022 0071 668.49 E.W. @ F.A.(+) 030322 N 1243.2 028 0031 2,044.35 E.W. @ F.A.(+) 030822 N 1274.1 0032 613.31 011122 N 1377.0 0033 1,654.38 040122 N 1341.0 0034 3,290.74 033122 N 1336.0 030 0019 3,957.80 E.W. @ F.A.(+) 021722 N 1200.1 042 0067 465.19 E.W. @ F.A.(+) 111121 N 1231.0 049 0027 1,624.14 E.W. @ F.A.(+) 032322 N 1333.0 051 0017 264.21 E.W. @ F.A.(+) 042622 N 1375.0 052 0001 41,573.11 E.W. @ F.A.(+) 012422 N 1110.0 057 0034 3,783.61 E.W. @ F.A.(+) 042122 N 1364.0 0036 541.50 033022 N 1371.0 070 0025 1,537.02 E.W. @ F.A.(+) 022222 N 1234.1 074 0030 623.48 E.W. @ F.A.(+) 012822 N 1158.1 0031 11,658.81 033122 N 1338.0 0032 15,464.34 040122 N 1345.0 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 05/19/22 EST. NO. 032 TIME 03:53 PM R.E. NAME: CHOI, GINA 04-2640F4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0033 13,664.55 040422 N 1350.0 0034 14,551.78 040522 N 1351.0 076 0004 1,350.00 E.W. @ U.P (+) 040122 N 1343.0 080 0007 14,058.76 E.W. @ F.A.(+) 040622 N 1355.0 0008 46,053.92 040622 N 1369.0 0009 2,067.35 040522 N 1379.0 0010 717.84 020222 N 1166.1 081 0023 1,996.41 E.W. @ F.A.(+) 121621 N 1238.1 0024 1,596.45 121521 N 1239.1 0028 1,511.74 033122 N 1337.0 0029 1,553.83 040122 N 1342.0 090 0017 12,032.86 E.W. @ F.A.(+) 061521 N 0795 0 0018 109.69 050321 N 0623.1 0019 5,262.72 011121 N 0745.0 0020 11,300.00 040620 N 0721.0 0021 11,564.75 123119 N 0719.0 0022 16,391.72 042121 N 0558.0 0023 10,498.83 050321 N 0623.0 0024 13,138.11 031521 N 0516.0 0025 9,655.93 030321 N 0492.0 0026 11,757.58 021021 N 0460.0 0027 723.66 011921 N 0402.0 092 0004 3,701.71 E.W. @ F.A.(+) 031422 N 1317.0 0005 3,226.77 030422 N 1308.0 0006 334.25 022822 N 1217.1 0007 13,050.49 030122 N 1218.1 0008 4,784.81 031522 N 1346.0 262,024.10 TOTAL THIS ESTIMATE 7,924,745.07 TOTAL PREVIOUS ESTIMATE 8,186,769.17 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 05/19/22 EST. NO. 032 TIME 03:53 PM R.E. NAME: CHOI, GINA 04-2640F4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE BASELINE CPM -275,000.00 001 BASELINE SCEDULE -380,000.00 002 BASLINE CPM -91,057.00 003 BASELINE CPM 275,000.00 004 BASELINE SCHEDULE 380,000.00 004 BASELINE CPM 91,057.00 004 OUT OF STATE- AMERON -4,000.00 013 OUT OF STATE - UIS -5,000.00 013 24 CIDH ANOMOLY PCDC -1,500.00 018 24 CIDH ANOMOLY HS -18,500.00 018 96 CIDH ANOMOLY PCDC -8,000.00 018 OUT OF STATE - UIS -5,000.00 019 24 CIDH ANOMLOLY HS -17,500.00 021 HMA COMPACTION -2,390.63 026 OUT OF STATE-HARPER -10,000.00 026 PILE ANOMALY -500.00 027 OUT OF STATE-AMERON 1,000.00 029 ABUT1 AND 3 CIDH -8,000.00 030 RESTAKE FOR RQ115 -1,652.00 030 HMA COMPACTION -1,593.75 031 0.00 -82,636.38 TOTAL DEDUCTIONS 0.00 -82,636.38 PROGRAM CAS145 PAGE 1 DATE 05/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640F4 TIME 03:53 PM ESTIMATE NO. 032 BID OPENING 06/12/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 05/19/22 LOCATION RERUN PROGRESS ESTIMATE 04-SON-101-3.7/7.2 ----------------------- GHILOTTI CONSTRUCTION CO. IN SONOMA COUNTY, IN PETALUMA FROM 2301 KERNER BLVD #E ROUTE 101/116 SEPARATION TO 0.4 SAN RAFAEL CA 94901 MILE NORTH OF CORONA ROAD OVERCROSSING. FED. AID NO. ACNH-Q101(353)N CONSTRUCT HOV LANES INCLUDING SOUND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,475.0000 4,475.00 1.000 4,475 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,000.0000 6,000.00 0.750 4,500 003 TIME-RELATED OVERHEAD (LS) LS 1,000,000.0000 1,000,000.00 0.032 32,000.00 0.738 738,000 004 DEVELOP WATER SUPPLY LS 70,000.0000 70,000.00 1.000 70,000 005 CONSTRUCTION AREA SIGNS LS 29,500.0000 29,500.00 0.790 23,305 006 TRAFFIC CONTROL SYSTEM LS 1,000,000.0000 1,000,000.00 0.032 32,000.00 0.737 737,000 007 TYPE III BARRICADE EA 300.0000 3,000.00 42.000 12,600 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 2,370.00 2,853.500 8,560 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5200 162,760.00 2,063.000 1,072.76 354,862.000 184,528 010 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 33,600.00 239.000 8,365 011 PORTABLE DELINEATOR EA 35.0000 13,300.00 36.000 1,260.00 1,374.000 48,090 012 TEMPORARY PAVEMENT MARKER EA 4.0000 19,720.00 5,167.000 20,668 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 100,000.0000 100,000.00 0.045 4,500.00 0.711 71,100 014 TEMPORARY RAILING (TYPE K) LF 10.0000 1,070,000.00 1,800.000 18,000.00 110,590.000 1,105,900 015 TEMPORARY CRASH CUSHION MODULE EA 200.0000 52,000.00 92.000 18,400 016 TEMPORARY ALTERNATIVE CRASH CUSHION EA 4,000.0000 72,000.00 5.000 20,000.00 70.000 280,000 017 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.032 1,600.00 0.738 36,900 018 PREPARE STORM WATER POLLUTION PREVENTION LS 1,558.0000 1,558.00 0.500 779 PLAN 019 RAIN EVENT ACTION PLAN EA 500.0000 64,000.00 54.000 27,000 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 31,600.00 1.000 400.00 39.000 15,600 021 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 2.000 4,000 022 TEMPORARY HYDRAULIC MULCH SQYD 0.7500 188,250.00 2,790.370 2,092.78 364,860.066 273,645 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 05/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640F4 TIME 03:53 PM ESTIMATE NO. 032 BID OPENING 06/12/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 05/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY COVER SQYD 4.0000 274,800.00 172.330 689.32 116,639.658 466,558 024 TEMPORARY CHECK DAM LF 25.0000 5,250.00 1,428.000 35,700 025 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 28,500.00 87.000 13,050 026 TEMPORARY FIBER ROLL LF 3.0000 278,400.00 30,054.000 90,162 027 TEMPORARY REINFORCED SILT FENCE LF 7.0000 28,140.00 2,290.000 16,030 028 TEMPORARY SILT FENCE LF 2.0000 140,000.00 53,755.350 107,510 029 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 102,000.00 33.000 99,000 030 STREET SWEEPING LS 48,000.0000 48,000.00 0.032 1,536.00 0.738 35,424 031 TEMPORARY ACTIVE TREATMENT SYSTEM LS 70,000.0000 70,000.00 0.956 66,920 032 TEMPORARY CONCRETE WASHOUT LS 30,000.0000 30,000.00 0.032 960.00 0.739 22,170 033 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 200.0000 48,000.00 91.000 18,200 034 WATER QUALITY MONITORING REPORT EA 800.0000 7,200.00 5.000 4,000 035 TEMPORARY CREEK DIVERSION SYSTEMS LS 75,000.0000 75,000.00 1.000 75,000 (LOCATION 1) 036 TEMPORARY CREEK DIVERSION SYSTEMS LS 75,000.0000 75,000.00 1.000 75,000 (LOCATION 2) 037 TEMPORARY CREEK DIVERSION SYSTEMS LS 40,000.0000 40,000.00 0.000 0 (LOCATION 3) 038 TEMPORARY CREEK DIVERSION SYSTEMS LS 40,000.0000 40,000.00 1.000 40,000 (LOCATION 4) 039 TEMPORARY CREEK DIVERSION SYSTEMS LS 40,000.0000 40,000.00 1.000 40,000 (LOCATION 5) 040 HEALTH AND SAFETY PLAN LS 5,000.0000 5,000.00 0.000 0 041 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.6000 7,020.00 23,314.000 13,988 STRIPE (HAZARDOUS WASTE) 042 ADL BURIAL LOCATION REPORT LS 10,000.0000 10,000.00 0.000 0 043 TREATED WOOD WASTE LB 0.0600 26,280.00 301,362.060 18,081 044 NOISE MONITORING LS 2,000.0000 2,000.00 0.000 0 045 REMOVE CONCRETE (CY) CY 275.0000 88,000.00 7.900 2,172.50 279.606 76,891 046 TEMPORARY HIGH-VISIBILITY FENCE LF 3.5000 43,400.00 12,141.000 42,493 047 CLEARING AND GRUBBING (LS) LS 396,743.0000 396,743.00 1.000 396,743 048 ROADWAY EXCAVATION CY 20.0000 780,000.00 1,903.470 38,069.40 55,283.885 1,105,677 049 ROADWAY EXCAVATION(TYPE R-1)(AERIALLY CY 35.0000 542,500.00 15,499.140 542,469 DEPOSITED LEAD) PROGRAM CAS145 PAGE 3 DATE 05/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640F4 TIME 03:53 PM ESTIMATE NO. 032 BID OPENING 06/12/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 05/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADWAY EXCAVATION (TOPSOIL) CY 150.0000 25,500.00 170.000 25,500 051 STRUCTURE EXCAVATION (BRIDGE) CY 95.0000 395,960.00 4,168.000 395,960 (F) 052 STRUCTURE EXCAVATION (RETAINING WALL) CY 22.0000 142,428.00 176.000 3,872.00 6,650.000 146,300 (F) 053 STRUCTURE EXCAVATION (TYPE R-1) CY 40.0000 45,400.00 1,135.000 45,400 (AERIALLY DEPOSITED LEAD) 054 STRUCTURE EXCAVATION (GROUND ANCHOR CY 225.0000 16,425.00 0.000 0 (F) WALL) 055 STRUCTURE BACKFILL (BRIDGE) CY 150.0000 395,100.00 160.000 24,000.00 2,434.000 365,100 (F) 056 STRUCTURE BACKFILL (RETAINING WALL) CY 50.0000 541,950.00 3,780.000 189,000.00 10,839.000 541,950 (F) 057 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 475.0000 2,850.00 0.000 0 (F) 058 PERVIOUS BACKFILL MATERIAL (RETAINING CY 50.0000 20,950.00 144.000 7,200.00 419.000 20,950 (F) WALL) 059 DITCH EXCAVATION CY 50.0000 101,000.00 2,648.176 132,408 060 IMPORTED BORROW (CY) CY 15.0000 2,730,000.00 157,001.250 2,355,018 061 IMPORTED BORROW(LIGHTWEIGHT AGGREGATE) CY 100.0000 139,000.00 958.230 95,823 062 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.0000 1,880.00 873.000 1,746 CLASS B1 063 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.0000 4,922.00 1,983.930 3,967 CLASS B2 064 FILTER FABRIC SQYD 2.0000 7,180.00 1,404.650 2,809 065 PLANT ESTABLISHMENT WORK LS 161,205.0000 161,205.00 0.000 0 066 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 067 3" PLASTIC PIPE (SCHEDULE 40) LF 9.0000 2,763.00 95.000 855 (F) (SUPPLY LINE) 068 8" CORRUGATED HIGH DENSITY LF 72.0000 18,000.00 230.000 16,560 POLYETHYLENE PIPE CONDUIT 069 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 450.0000 2,700.00 13.000 5,850 070 IMPORTED BIOFILTRATION SOIL CY 85.0000 441,150.00 2,222.010 188,870 071 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.7600 201,400.00 231,882.000 176,230 072 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.4000 81,600.00 144,454.000 57,781 073 HYDROMULCH SQFT 0.0300 39,300.00 433,789.600 13,013 074 FIBER ROLLS LF 2.4200 168,432.00 35,665.000 86,309 075 HYDROSEED SQFT 0.0900 117,900.00 418,543.600 37,668 076 COMPOST (CY) CY 85.0000 140,250.00 947.237 80,515 PROGRAM CAS145 PAGE 4 DATE 05/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640F4 TIME 03:53 PM ESTIMATE NO. 032 BID OPENING 06/12/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 05/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 LIME TON 206.0000 968,200.00 0.000 0 078 LIME STABILIZED SOIL SQYD 5.0000 630,000.00 0.000 0 079 CLASS 2 AGGREGATE SUBBASE CY 32.0000 280,640.00 1,465.210 46,886.72 11,492.279 367,752 080 CLASS 2 AGGREGATE BASE (CY) CY 42.0000 1,785,000.00 2,105.080 88,413.36 43,671.603 1,834,207 081 ASPHALTIC EMULSION (CURING SEAL) TON 778.0000 217,840.00 6.030 4,691 082 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 083 CRACK TREATMENT LNMI 6,750.0000 74,250.00 10.196 68,823 084 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 085 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 086 REPLACE ASPHALT CONCRETE SURFACING CY 275.0000 233,750.00 512.000 140,800 087 HOT MIX ASPHALT (TYPE A) TON 85.0000 5,304,000.00 725.050 61,629.25 69,755.020 5,929,176 088 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 110.0000 3,509,000.00 0.000 0 089 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 100.0000 1,610,000.00 0.000 0 (OPEN GRADED FRICTION COURSE) 090 DATA CORE LS 5,000.0000 5,000.00 0.000 0 091 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 1,580.00 0.000 0 092 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 9,280.00 0.000 0 093 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 9,920.00 0.000 0 094 PLACE HOT MIX ASPHALT SQYD 100.0000 800.00 0.000 0 (MISCELLANEOUS AREA) 095 TACK COAT TON 1,100.0000 264,000.00 2.710 2,981.00 66.208 72,828 096 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 0.5000 46,150.00 65,041.140 32,520 097 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 67,200.00 263.330 1,579 098 REMOVE BASE AND SURFACING CY 25.0000 40,750.00 80.310 2,007.75 2,537.967 63,449 099 REMOVE CONCRETE PAVEMENT (CY) CY 25.0000 133,250.00 106.000 2,650.00 673.730 16,843 100 GROUND ANCHOR (SUBHORIZONTAL) EA 2,085.0000 108,420.00 0.000 0 101 TEMPORARY REINFORCED EMBANKMENT LS 450,000.0000 450,000.00 1.000 450,000 102 MECHANICALLY STABILIZED EMBANKMENT SQFT 100.0000 177,800.00 1,778.000 177,800 (F) 103 TEMPORARY SUPPORT LS 250,000.0000 250,000.00 1.000 250,000 PROGRAM CAS145 PAGE 5 DATE 05/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640F4 TIME 03:53 PM ESTIMATE NO. 032 BID OPENING 06/12/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 05/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 178.0000 2,262,024.00 11,956.000 2,128,168 105 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,880.0000 1,695,760.00 902.000 1,695,760 106 FURNISH 18" CAST-IN-STEEL SHELL LF 88.0000 263,384.00 2,993.000 263,384 CONCRETE PILING 107 DRIVE 18" CAST-IN-STEEL SHELL CONCRETE EA 5,650.0000 372,900.00 66.000 372,900 PILE 108 16" CAST-IN-DRILLED-HOLE CONCRETE LF 135.0000 1,169,100.00 8,728.000 1,178,280 PILING (SOUND WALL) 109 24" CAST-IN-DRILLED-HOLE CONCRETE LF 232.0000 16,008.00 0.000 0 PILING (SOUND WALL) 110 60" CAST-IN-DRILLED-HOLE CONCRETE LF 2,300.0000 264,500.00 115.000 264,500 PILE (SIGN FOUNDATION) 111 PRESTRESSING CAST-IN-PLACE CONCRETE LS 310,000.0000 310,000.00 1.000 310,000 112 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 550.0000 451,000.00 820.000 451,000 (F) 113 STRUCTURAL CONCRETE, BRIDGE CY 1,900.0000 6,741,200.00 3,519.000 6,686,100 (F) 114 STRUCTURAL CONCRETE, BRIDGE CY 900.0000 1,841,400.00 80.000 72,000.00 2,018.000 1,816,200 (F) (POLYMER FIBER) 115 STRUCTURAL CONCRETE, RETAINING WALL CY 500.0000 1,931,500.00 49.000 24,500.00 3,781.000 1,890,500 (F) 116 STRUCTURAL CONCRETE, SOUND WALL CY 850.0000 241,400.00 284.000 241,400 117 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,400.0000 65,800.00 47.000 65,800 (F) 118 AGGREGATE BASE (APPROACH SLAB) CY 180.0000 9,000.00 30.000 5,400 119 STRUCTURAL CONCRETE, APPROACH SLAB CY 900.0000 804,600.00 253.000 227,700.00 894.000 804,600 (F) (TYPE N) 120 STRUCTURAL CONCRETE, APPROACH SLAB CY 800.0000 402,400.00 93.000 74,400.00 503.000 402,400 (TYPE R) 121 STRUCTURAL CONCRETE, BOX CULVERT CY 1,800.0000 588,600.00 297.000 534,600 (F) 122 STRUCTURAL CONCRETE, HEADWALL CY 2,000.0000 45,800.00 13.800 27,600 (F) 123 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,500.0000 626,550.00 20.200 30,300.00 338.350 507,525 (F) 124 TEMPORARY G2 INLET EA 7,500.0000 217,500.00 16.000 120,000 125 MINOR CONCRETE (ANCHOR BLOCK) CY 1,600.0000 11,200.00 7.000 11,200 126 PAVING NOTCH EXTENSION CF 500.0000 17,000.00 0.000 0 127 FRACTURED RIB TEXTURE SQFT 5.0000 139,425.00 1,360.000 6,800.00 27,587.000 137,935 (F) 128 DRILL AND BOND DOWEL LF 35.0000 52,325.00 799.000 27,965 129 DRILL AND BOND DOWEL LF 100.0000 1,100.00 0.000 0 (CHEMICAL ADHESIVE)(LF) 130 JOINT SEAL (MR 1/2") LF 48.0000 25,152.00 36.000 1,728.00 507.000 24,336 PROGRAM CAS145 PAGE 6 DATE 05/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640F4 TIME 03:53 PM ESTIMATE NO. 032 BID OPENING 06/12/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 05/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 JOINT SEAL (MR 1 1/2") LF 86.0000 20,382.00 149.000 12,814 132 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 450.0000 106,200.00 176.000 79,200 133 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 2,369,529.00 10,850.000 10,850.00 2,353,065.000 2,353,065 (F) 134 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 670,522.00 48,531.000 48,531.00 658,401.000 658,401 (F) 135 BAR REINFORCING STEEL (EPOXY COATED) LB 28.0000 784.00 28.000 784 (F) 136 BAR REINFORCING STEEL (BOX CULVERT) LB 1.3000 79,170.00 56,576.000 73,548 (F) 137 BAR REINFORCING STEEL (GALVANIZED) LB 3.0000 9,762.00 3,254.000 9,762 (F) 138 STRUCTURAL SHOTCRETE CY 800.0000 40,800.00 0.000 0 (F) 139 FURNISH SIGN STRUCTURE (TRUSS) LB 4.4500 298,595.00 67,100.000 298,595 (F) 140 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3500 23,485.00 67,100.000 23,485.00 67,100.000 23,485 (F) 141 REMOVE PEDESTRIAN BARRICADE EA 1,000.0000 1,000.00 1.000 1,000 142 REMOVE SIGN STRUCTURE (EA) EA 3,500.0000 3,500.00 1.000 3,500 143 REMOVE BRIDGE MOUNTED SIGN EA 2,800.0000 11,200.00 4.000 11,200 144 SOUND WALL (MASONRY BLOCK) SQFT 22.0000 2,695,198.00 122,207.640 2,688,568 (F) 145 ACCESS GATE (SOUND WALL) EA 5,000.0000 5,000.00 0.000 0 146 PUBLIC SAFETY PLAN LS 9,500.0000 9,500.00 1.000 9,500 147 RAPID SETTING CONCRETE (PATCH) CF 500.0000 3,000.00 0.000 0 148 REMOVE RETAINING WALL (LF) LF 100.0000 8,700.00 90.000 9,000.00 90.000 9,000 149 REMOVE ASPHALT CONCRETE SURFACING SQFT 2.0000 26,188.00 2,870.000 5,740.00 10,214.000 20,428 150 REMOVE UNSOUND CONCRETE CF 625.0000 3,750.00 0.000 0 151 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.0000 18,045.00 0.000 0 152 REFINISH BRIDGE DECK SQFT 11.0000 10,109.00 865.000 9,515 153 FURNISH POLYESTER CONCRETE OVERLAY CF 80.0000 255,680.00 0.000 0 154 PLACE POLYESTER CONCRETE OVERLAY SQFT 11.0000 198,495.00 0.000 0 (F) 155 BRIDGE REMOVAL LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 156 BRIDGE REMOVAL (PORTION), LOCATION A LS 45,000.0000 45,000.00 1.000 45,000 157 BRIDGE REMOVAL (PORTION), LOCATION B LS 65,000.0000 65,000.00 1.000 65,000 PROGRAM CAS145 PAGE 7 DATE 05/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640F4 TIME 03:53 PM ESTIMATE NO. 032 BID OPENING 06/12/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 05/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 12" ALTERNATIVE PIPE CULVERT LF 100.0000 3,600.00 106.000 10,600 159 18" ALTERNATIVE PIPE CULVERT LF 120.0000 1,154,400.00 160.000 19,200.00 8,548.800 1,025,856 160 24" ALTERNATIVE PIPE CULVERT LF 130.0000 169,000.00 1,313.000 170,690 161 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 162 CONCRETE BACKFILL (PIPE TRENCH) CY 200.0000 70,400.00 36.000 7,200.00 605.300 121,060 (F) 163 CONCRETE BACKFILL(PIPE TRENCH) RAPID CY 600.0000 224,400.00 165.500 99,300 (F) STRENGTH CONCRETE 164 15" TEMPORARY CULVERT LF 250.0000 65,000.00 0.000 0 165 18" TEMPORARY CULVERT LF 250.0000 82,500.00 0.000 0 166 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 167 18" REINFORCED CONCRETE PIPE LF 400.0000 13,600.00 51.000 20,400 168 24" REINFORCED CONCRETE PIPE LF 425.0000 51,000.00 132.000 56,100 169 36" REINFORCED CONCRETE PIPE LF 450.0000 17,100.00 0.000 0 170 54" REINFORCED CONCRETE PIPE LF 600.0000 29,400.00 20.000 12,000.00 48.000 28,800 171 14"X23" OVAL SHAPED REINFORCED CONCRETE LF 450.0000 21,150.00 50.000 22,500 PIPE (CLASS II) 172 6" CORRUGATED STEEL PIPE (.064" THICK) LF 200.0000 1,800.00 0.000 0 173 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 75.0000 89,025.00 375.000 28,125 174 6" NON-PERFORATED PLASTIC PIPE LF 75.0000 4,350.00 9.000 675 UNDERDRAIN 175 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 75.0000 45,750.00 0.000 0 176 GEOCOMPOSITE DRAIN SQFT 20.0000 1,960.00 0.000 0 177 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 225.0000 1,800.00 0.000 0 (.064" THICK) 178 DRAINAGE INLET MARKER EA 100.0000 200.00 0.000 0 179 GRATED LINE DRAIN LF 155.0000 373,550.00 0.000 0 180 10" WELDED STEEL PIPE (.250" THICK) LF 150.0000 11,550.00 38.000 5,700.00 77.000 11,550 181 12" WELDED STEEL PIPE (.250" THICK) LF 150.0000 46,800.00 152.000 22,800.00 312.000 46,800 182 18" CONCRETE FLARED END SECTION EA 1,500.0000 3,000.00 1.000 1,500 183 24" CONCRETE FLARED END SECTION EA 1,750.0000 10,500.00 6.000 10,500 184 18" ALTERNATIVE FLARED END SECTION EA 750.0000 15,750.00 1.000 750.00 11.000 8,250 PROGRAM CAS145 PAGE 8 DATE 05/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640F4 TIME 03:53 PM ESTIMATE NO. 032 BID OPENING 06/12/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 05/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 18" TEMPORARY FLARED END SECTION EA 750.0000 4,500.00 0.000 0 186 36" PRECAST CONCRETE PIPE INLET LF 1,000.0000 11,000.00 0.000 0 187 ABANDON CULVERT (EA) EA 3,000.0000 30,000.00 11.000 33,000 188 ABANDON INLET EA 1,000.0000 1,000.00 3.000 3,000 189 REMOVE CULVERT (LF) LF 50.0000 168,500.00 1,883.760 94,188 190 REMOVE INLET EA 1,250.0000 40,000.00 1.000 1,250.00 17.000 21,250 191 REMOVE MANHOLE EA 2,000.0000 2,000.00 1.000 2,000 192 REMOVE FLARED END SECTION (EA) EA 250.0000 4,250.00 3.000 750 193 MODIFY INLET EA 3,000.0000 27,000.00 9.000 27,000 194 SAND BACKFILL CY 250.0000 21,000.00 79.610 19,902 195 REMOVE ROCK SLOPE PROTECTION CY 125.0000 6,375.00 21.000 2,625 196 SMALL-ROCK SLOPE PROTECTION CY 250.0000 14,550.00 0.000 0 (F) 197 CONCRETE (DITCH LINING) CY 850.0000 136,000.00 21.000 17,850 198 SLOPE PAVING (CONCRETE) CY 1,000.0000 94,000.00 7.000 7,000 199 TURF REINFORCEMENT MAT SQYD 30.0000 38,700.00 1,239.329 37,179 200 ROCK SLOPE PROTECTION CY 300.0000 13,500.00 6.050 1,815 (60 LB, CLASS II, METHOD B) (CY) 201 ROCK SLOPE PROTECTION CY 300.0000 23,400.00 2.400 720.00 76.690 23,007 (20 LB, CLASS I, METHOD B) (CY) 202 CONCRETED-ROCK SLOPE PROTECTION CY 700.0000 7,000.00 0.000 0 (20 LB, CLASS I, METHOD B) (CY) 203 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 1,400.00 7.110 14.22 113.560 227 204 MINOR CONCRETE (GUTTER) (LF) LF 65.0000 60,905.00 788.000 51,220.00 960.000 62,400 205 MINOR CONCRETE (MISCELLANEOUS CY 900.0000 99,000.00 4.930 4,437.00 70.650 63,585 CONSTRUCTION) 206 MINOR CONCRETE (CURB AND GUTTER) CY 800.0000 31,200.00 43.076 34,460 207 MINOR CONCRETE (ISLAND PAVING) CY 1,000.0000 7,000.00 7.500 7,500 208 MINOR CONCRETE (SIDEWALK) CY 1,000.0000 17,000.00 15.290 15,290 209 MINOR CONCRETE (TEXTURED PAVING) CY 800.0000 120,000.00 87.990 70,392 210 MINOR CONCRETE (CURB RAMP) CY 1,500.0000 16,500.00 8.920 13,380 211 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 25.0000 4,750.00 128.000 3,200 PROGRAM CAS145 PAGE 9 DATE 05/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640F4 TIME 03:53 PM ESTIMATE NO. 032 BID OPENING 06/12/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 05/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 REMOVE CONCRETE ISLAND (PORTIONS) (SQYD) SQYD 25.0000 8,500.00 395.830 9,895 213 REMOVE CONCRETE (CURB AND GUTTER) LF 20.0000 19,000.00 155.916 3,118.32 1,059.916 21,198 214 REMOVE CONCRETE (TEXTURED PAVING) CY 400.0000 9,600.00 24.000 9,600 215 MISCELLANEOUS IRON AND STEEL LB 2.0000 58,152.00 1,304.000 2,608.00 25,667.000 51,334 (F) 216 RIGID RAIL FALL PROTECTION SYSTEM EA 5,000.0000 15,000.00 0.000 0 217 MISCELLANEOUS METAL LB 8.0000 8,840.00 1,105.000 8,840 (F) 218 MISCELLANEOUS METAL (BRIDGE) LB 10.0000 4,860.00 486.000 4,860 (F) 219 BRIDGE DECK DRAINAGE SYSTEM LB 10.0000 61,460.00 6,146.000 61,460 (F) 220 24" SANITARY SEWER MAIN LS 950,000.0000 950,000.00 0.971 922,450 221 6" SANITARY SEWER FORCE MAIN LS 320,000.0000 320,000.00 1.000 320,000 222 33" WATER MAIN LS 850,000.0000 850,000.00 1.000 850,000 223 LIGHTING (CITY STREET) LS 109,700.0000 109,700.00 0.036 3,949.20 0.932 102,240 224 ANTI-GRAFFITI COATING SQFT 0.8000 251,502.40 162,500.000 130,000 (F) 225 OBLITERATE SURFACING SQYD 2.0000 11,420.00 4,099.620 8,199 226 18" TRENCHLESS ALTERNATIVE PIPE CULVERT LF 800.0000 120,000.00 150.000 120,000 227 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 20.0000 96,600.00 0.000 0 228 TEMPORARY CHAIN LINK FENCE (TYPE CL-6, LF 17.0000 136,850.00 9,597.000 163,149 SLATTED) 229 14' CHAIN LINK GATE (TYPE CL-6, VINYL EA 2,154.0000 15,078.00 0.000 0 CLAD) 230 REMOVE WOOD FENCE LF 15.0000 5,250.00 1,293.000 19,395 231 REMOVE CHAIN LINK FENCE LF 5.5000 56,650.00 10,481.000 57,645 232 RECONSTRUCT FENCE LF 22.0000 11,000.00 0.000 0 233 RECONSTRUCT CHAIN LINK FENCE LF 35.0000 350.00 0.000 0 234 REMOVE PAVEMENT MARKER EA 1.0000 4,450.00 4,829.000 4,829 235 DELINEATOR (CLASS 1) EA 40.0000 3,920.00 0.000 0 236 GUARD RAILING DELINEATOR EA 30.0000 420.00 0.000 0 237 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 12,840.00 0.000 0 238 OBJECT MARKER (TYPE N) EA 40.0000 120.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 05/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640F4 TIME 03:53 PM ESTIMATE NO. 032 BID OPENING 06/12/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 05/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 OBJECT MARKER (TYPE R) EA 50.0000 150.00 0.000 0 240 OBJECT MARKER (TYPE K-1) EA 35.0000 35.00 0.000 0 241 OBJECT MARKER (TYPE L-1) EA 40.0000 120.00 0.000 0 242 REMOVE ROADSIDE SIGN EA 100.0000 6,700.00 3.000 300.00 14.000 1,400 243 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 244 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 21.0000 23,730.00 0.000 0 245 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 13,500.00 233.720 3,155 (0.063"-UNFRAMED) 246 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.7500 1,462.50 42.750 416 (0.063"-UNFRAMED)FOR RETROREFLECTIVE SHEETING(TYPE XI) 247 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.7500 1,327.50 0.000 0 (0.080"-UNFRAMED) 248 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 3,410.00 76.000 836 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 249 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.7500 1,005.00 25.000 418 (0.063"-FRAMED)FOR RETROREFLECTIVE SHEETING(TYPE XI) 250 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 8,225.00 20.000 350 (0.080"-FRAMED)FOR RETROREFLECTIVE SHEETING(TYPE XI) 251 RETROREFLECTIVE SHEETING(TYPE XI) SQFT 4.5000 4,545.00 100.500 452 252 METAL (BARRIER MOUNTED SIGN) LB 10.0000 22,500.00 498.000 4,980 253 METAL(WALL MOUNTED SIGN) LB 12.0000 3,000.00 249.000 2,988.00 249.000 2,988 254 ROADSIDE SIGN - ONE POST EA 300.0000 15,300.00 18.000 5,400 255 ROADSIDE SIGN - TWO POST EA 450.0000 4,950.00 0.000 0 256 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 257 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 35.0000 203,700.00 3,722.200 130,277 258 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.0000 236,250.00 1,473.406 110,505 259 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 105.0000 39,060.00 190.000 19,950 (F) 260 CABLE RAILING LF 35.0000 43,925.00 927.000 32,445.00 1,086.000 38,010 (F) 261 TRANSITION RAILING (TYPE WB-31) EA 4,100.0000 77,900.00 6.000 24,600 262 END CAP (TYPE A) EA 400.0000 2,000.00 1.000 400 263 END CAP (TYPE TC) EA 200.0000 3,600.00 6.000 1,200 PROGRAM CAS145 PAGE 11 DATE 05/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640F4 TIME 03:53 PM ESTIMATE NO. 032 BID OPENING 06/12/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 05/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 264 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,100.0000 6,600.00 4.000 4,400 265 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,900.0000 81,900.00 8.000 31,200 266 CRASH CUSHION (TYPE SMART SCI 100GM) EA 40,000.0000 80,000.00 0.000 0 267 CONCRETE BARRIER (TYPE 60M) LF 83.0000 316,230.00 269.000 22,327.00 269.000 22,327 268 CONCRETE BARRIER (TYPE 60MC) LF 109.0000 1,645,900.00 1,677.750 182,874.75 14,428.130 1,572,666 269 CONCRETE BARRIER (TYPE 60MD) LF 195.0000 29,055.00 0.000 0 270 CONCRETE BARRIER (TYPE 60MF) LF 355.0000 49,700.00 138.000 48,990 271 CONCRETE BARRIER (TYPE 60MGF) LF 350.0000 325,500.00 220.000 77,000.00 766.650 268,327 272 CONCRETE BARRIER (TYPE 60MP) LF 555.0000 111,000.00 77.000 42,735 273 CONCRETE BARRIER (TYPE 60 MC MODIFIED) LF 525.0000 3,150.00 0.000 0 274 CONCRETE BARRIER (TYPE 60M MODIFIED) LF 110.0000 24,860.00 0.000 0 275 CONCRETE BARRIER (TYPE 60MA MODIFIED) LF 115.0000 26,910.00 234.000 26,910 276 CONCRETE BARRIER (TYPE 60MF MODIFIED) LF 385.0000 11,550.00 30.000 11,550 277 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 278 CONCRETE BARRIER (TYPE 60M MODIFIED) LF 625.0000 3,125.00 0.000 0 279 CONCRETE BARRIER (TYPE 60MSF MODIFIED) LF 365.0000 62,050.00 0.000 0 280 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 120.0000 319,920.00 2,666.000 319,920 (F) 281 CONCRETE BARRIER (TYPE 736SV) LF 130.0000 541,970.00 3,629.000 471,770 282 CONCRETE BARRIER (TYPE 836) LF 130.0000 162,630.00 1,180.000 153,400 (F) 283 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 185.0000 267,325.00 635.000 117,475.00 1,445.000 267,325 (F) 284 REMOVE GUARDRAIL LF 3.5000 99,050.00 155.000 542.50 28,519.000 99,816 285 REMOVE CONCRETE BARRIER LF 14.0000 91,140.00 7,473.000 104,622 286 REMOVE CONCRETE BARRIER (TYPE K) LF 20.0000 9,200.00 460.000 9,200 287 REMOVE CRASH CUSHION EA 2,500.0000 2,500.00 1.000 2,500 288 REMOVE CRASH CUSHION (SAND FILLED) EA 2,500.0000 2,500.00 1.000 2,500 289 THERMOPLASTIC PAVEMENT MARKING SQFT 8.0000 30,080.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 290 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 73,900.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) PROGRAM CAS145 PAGE 12 DATE 05/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640F4 TIME 03:53 PM ESTIMATE NO. 032 BID OPENING 06/12/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 05/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 291 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 210.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 292 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 293 PAINT POSTMILE MARKING (1-COAT) EA 50.0000 2,500.00 0.000 0 294 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 101,625.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 295 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 14,060.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 296 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 7,575.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 297 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 18,480.00 41,661.000 16,664 298 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 360.00 126.000 252 299 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 15,000.0000 15,000.00 0.780 11,700 SYSTEM ELEMENTS DURING CONSTRUCTION 300 SIGNAL AND LIGHTING SYSTEM(LOCATION 1) LS 225,800.0000 225,800.00 0.979 221,058 301 SIGNAL AND LIGHTING SYSTEM(LOCATION 2) LS 26,500.0000 26,500.00 0.034 901.00 0.264 6,996 302 TRAFFIC MONITORING STATION SYSTEM LS 723,000.0000 723,000.00 0.055 39,765.00 0.811 586,353 303 TEMPORARY LIGHTING SYSTEM LS 324,000.0000 324,000.00 0.950 307,800 304 MODIFYING EXISTING ELECTRICAL SYSTEM LS 580,000.0000 580,000.00 0.014 8,120.00 0.881 510,980 305 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 306 CONTROL AND NEUTRAL CONDUCTORS LS 25,000.0000 25,000.00 0.000 0 307 SPECIAL MARKER EA 45.0000 360.00 0.000 0 308 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 33.5000 4,020.00 29.750 996.63 29.750 996 309 INSTALL ROADSIDE SIGN EA 5,500.0000 11,000.00 1.000 5,500.00 1.000 5,500 (LAMINATED WOOD BOX POST) 310 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 311 CELLULAR CONCRETE LIGHTWEIGHT CY 110.0000 477,400.00 990.500 108,955.00 3,783.544 416,189 EMBANKMENT MATERIAL 312 ROADSIDE CLEARING LS 25,000.0000 25,000.00 0.000 0 313 SOIL AMENDMENT CY 100.0000 4,000.00 0.000 0 314 ROCK MULCH SQFT 6.7000 10,318.00 0.000 0 315 PACKET FERTILIZER EA 0.5000 950.00 0.000 0 PROGRAM CAS145 PAGE 13 DATE 05/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640F4 TIME 03:53 PM ESTIMATE NO. 032 BID OPENING 06/12/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 05/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 316 PLANT (GROUP H) EA 7.0000 2,310.00 0.000 0 317 PLANT (GROUP I) EA 25.0000 6,750.00 0.000 0 318 PLANT (GROUP A) EA 12.0000 15,720.00 0.000 0 319 GRAVEL MULCH SQFT 3.2500 9,880.00 0.000 0 320 WOOD MULCH CY 110.0000 2,200.00 0.000 0 321 FOLIAGE PROTECTOR EA 35.0000 11,200.00 0.000 0 322 TEMPORARY IRRIGATION SYSTEM LS 13,655.0000 13,655.00 0.000 0 323 2" WYE STRAINER ASSEMBLY EA 650.0000 2,600.00 0.000 0 324 RISER SPRINKLER ASSEMBLY EA 18.0000 27,000.00 0.000 0 325 CAM COUPLER ASSEMBLY EA 750.0000 3,000.00 0.000 0 326 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.1000 46,257.00 0.000 0 (F) LINE) 327 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.1200 9,486.00 0.000 0 (F) LINE) 328 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.1500 83,512.00 0.000 0 (F) (SUPPLY LINE) 329 2" PLASTIC PIPE (SCHEDULE 40) LF 8.2500 3,110.25 0.000 0 (F) (SUPPLY LINE) 330 BALL VALVE EA 350.0000 16,800.00 0.000 0 331 STRUCTURAL CONCRETE, JUNCTION STRUCTURE CY 2,000.0000 27,800.00 0.000 0 (F) 332 STRUCTURAL CONCRETE, TEMPORARY CY 2,500.0000 34,750.00 0.000 0 (F) JUNCTION STRUCTURE 333 36" TEMPORARY FLARED END SECTION EA 1,500.0000 3,000.00 0.000 0 334 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 335 36" TEMPORARY CULVERT LF 125.0000 33,750.00 0.000 0 336 REMOVE GATE EA 500.0000 500.00 0.000 0 337 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 338 PARTIAL WIDTH SEGMENT CORRECTION EA 10,000.0000 30,000.00 0.000 0 PROGRAM CAS145 PAGE 14 DATE 05/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640F4 TIME 03:53 PM ESTIMATE NO. 032 BID OPENING 06/12/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 05/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,855,183.46 59,620,260.71 ADJUSTMENT OF COMPENSATION 14,637.92 1,066,781.42 EXTRA WORK 247,386.18 7,119,987.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,117,207.56 67,807,029.88 339 MOBILIZATION LS 6,150,000.0000 6,150,000.00 1.000 6,150,000 ORIGINAL CONTRACT AMOUNT 78,755,318.65 TOTAL WORK COMPLETED 2,117,207.56 73,957,029.88 MATERIALS ON HAND ON SITE 54,532.26 358,264.29 DEDUCTIONS 0.00 -82,636.38 TOTAL 2,171,739.82 74,232,657.79 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 09/17/19 660 10/01/19 10/03/19 12/23/23 487 172 0 0 85% 74% PROGRESS IS SATISFACTORY CHOI, GINA RESIDENT ENGINEER