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 11/22/22 EST. NO. 038 TIME 01:47 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 0320 3,438.19 E.W. @ F.A.(+) 082222 N 1670.0 002 0005 8,305.20 A.C. @ U.P.(+) 013122 N 1738.0 003 0009 900.00 E.W. @ F.A.(+) 102522 N 1751.0 004 0005 10,500.00 E.W. @ F.A.(+) 102522 N 1752.0 005 0026 71.57 A.C. @ U.P.(+) 112122 N EST 38 009 0175 719.93 E.W. @ F.A.(+) 082222 N 1671.0 0177 1,400.64 082422 N 1678.0 0178 1,419.75 082522 N 1681.0 0180 6.07 062722 N 1526.1 0181 915.26 090222 N 934507 0182 7.57 090222 N 1689.1 0183 166.60 092122 N 1759.0 0184 586.08 092222 N 1760.0 0185 922.89 092322 N 1764.0 0193 1,644.69 050622 N 1408 0 0194 1,365.57 051822 N 1421 0 016 0070 4,357.93 E.W. @ F.A.(+) 090722 N 1693.0 0071 2,258.54 091222 N 1694.0 0072 2,258.54 091322 N 1695.0 0074 1,385.74 091222 N 1694.1 0075 1,385.74 091322 N 1695.1 017 0046 3,401.13 E.W. @ F.A.(+) 101322 N 1798.0 022 0088 755.20 E.W. @ F.A.(+) 082622 N 1682.0 031 0093 1,410.64 E.W. @ F.A.(+) 082522 N 1680.0 042 0053 2,597.01 E.W. @ F.A.(+) 030522 N 3078 0 076 0028 1,350.00 E.W. @ U.P (+) 082522 N 1679.0 094 0056 681.18 E.W. @ F.A.(+) 080422 N 1628.1 0063 343.34 062022 N 1712.0 106 0019 903.61 E.W. @ F.A.(+) 080922 N 1753.0 0020 602.42 081022 N 1754.0 0021 1,845.54 081122 N 1755.0 107 0012 2,530.74 E.W. @ F.A.(+) 080822 N 1632.0 60,437.31 TOTAL THIS ESTIMATE 10,798,306.59 TOTAL PREVIOUS ESTIMATE 10,858,743.90 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 11/22/22 EST. NO. 038 TIME 01:47 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 OUT OF STATE-UIS -5,000.00 035 OUT OF STATE-SKYLINE -5,000.00 035 0.00 -92,636.38 TOTAL DEDUCTIONS 0.00 -92,636.38 PROGRAM CAS145 PAGE 1 DATE 11/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640F4 TIME 01:47 PM ESTIMATE NO. 038 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 11/20/22 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 11/22/22 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 0.030 30,000.00 0.927 927,000 004 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 0.030 30,000.00 0.926 926,000 007 TYPE III BARRICADE EA 300.0000 3,000.00 42.000 12,600 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 2,370.00 3,572.500 10,717 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5200 162,760.00 466,191.000 242,419 010 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 33,600.00 239.000 8,365 011 PORTABLE DELINEATOR EA 35.0000 13,300.00 1,388.000 48,580 012 TEMPORARY PAVEMENT MARKER EA 4.0000 19,720.00 7,177.000 28,708 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 100,000.0000 100,000.00 0.022 2,200.00 0.820 82,000 014 TEMPORARY RAILING (TYPE K) LF 10.0000 1,070,000.00 120,730.000 1,207,300 015 TEMPORARY CRASH CUSHION MODULE EA 200.0000 52,000.00 94.000 18,800 016 TEMPORARY ALTERNATIVE CRASH CUSHION EA 4,000.0000 72,000.00 70.000 280,000 017 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.030 1,500.00 0.927 46,350 018 PREPARE STORM WATER POLLUTION PREVENTION LS 1,558.0000 1,558.00 -0.500 -779.00 0.500 779 PLAN 019 RAIN EVENT ACTION PLAN EA 500.0000 64,000.00 1.000 500.00 57.000 28,500 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 31,600.00 42.000 16,800 021 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 3.000 6,000 022 TEMPORARY HYDRAULIC MULCH SQYD 0.7500 188,250.00 369,708.066 277,281 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 11/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640F4 TIME 01:47 PM ESTIMATE NO. 038 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 11/20/22 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 11/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY COVER SQYD 4.0000 274,800.00 116,750.658 467,002 024 TEMPORARY CHECK DAM LF 25.0000 5,250.00 1,428.000 35,700 025 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 28,500.00 141.000 21,150 026 TEMPORARY FIBER ROLL LF 3.0000 278,400.00 47,240.000 141,720 027 TEMPORARY REINFORCED SILT FENCE LF 7.0000 28,140.00 5,605.000 39,235 028 TEMPORARY SILT FENCE LF 2.0000 140,000.00 55,477.550 110,955 029 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 102,000.00 34.000 102,000 030 STREET SWEEPING LS 48,000.0000 48,000.00 0.897 43,056 031 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 0.030 900.00 0.928 27,840 033 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 200.0000 48,000.00 93.000 18,600 034 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 88,000.00 279.606 76,891 046 TEMPORARY HIGH-VISIBILITY FENCE LF 3.5000 43,400.00 12,257.860 42,902 047 CLEARING AND GRUBBING (LS) LS 396,743.0000 396,743.00 1.000 396,743 048 ROADWAY EXCAVATION CY 20.0000 780,000.00 55,552.375 1,111,047 049 ROADWAY EXCAVATION(TYPE R-1)(AERIALLY CY 35.0000 542,500.00 15,499.140 542,469 DEPOSITED LEAD) PROGRAM CAS145 PAGE 3 DATE 11/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640F4 TIME 01:47 PM ESTIMATE NO. 038 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 11/20/22 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 11/22/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 2,634.000 395,100 (F) 056 STRUCTURE BACKFILL (RETAINING WALL) CY 50.0000 541,950.00 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 20,950.00 419.000 20,950 (F) WALL) 059 DITCH EXCAVATION CY 50.0000 101,000.00 2,878.886 143,944 060 IMPORTED BORROW (CY) CY 15.0000 2,730,000.00 158,897.460 2,383,461 061 IMPORTED BORROW(LIGHTWEIGHT AGGREGATE) CY 100.0000 139,000.00 958.230 95,823 062 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.0000 1,880.00 940.000 1,880 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 7,103.760 14,207 065 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 4,990.050 424,154 071 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.7600 201,400.00 360,321.000 273,843 072 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.4000 81,600.00 6,600.000 2,640.00 211,229.000 84,491 073 HYDROMULCH SQFT 0.0300 39,300.00 130,680.000 3,920.40 882,932.930 26,487 074 FIBER ROLLS LF 2.4200 168,432.00 2,430.000 5,880.60 54,165.000 131,079 075 HYDROSEED SQFT 0.0900 117,900.00 130,680.000 11,761.20 882,931.000 79,463 076 COMPOST (CY) CY 85.0000 140,250.00 1,237.237 105,165 PROGRAM CAS145 PAGE 4 DATE 11/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640F4 TIME 01:47 PM ESTIMATE NO. 038 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 11/20/22 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 11/22/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 11,502.279 368,072 080 CLASS 2 AGGREGATE BASE (CY) CY 42.0000 1,785,000.00 44,381.513 1,864,023 081 ASPHALTIC EMULSION (CURING SEAL) TON 778.0000 217,840.00 11.380 8,853 082 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 14.080 1,196.80 80,776.990 6,866,044 088 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 110.0000 3,509,000.00 31,459.660 3,460,562 089 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 100.0000 1,610,000.00 16,926.420 1,692,642 (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 1,580.00 636.000 1,272 092 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 9,280.00 4,164.000 8,328 093 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 9,920.00 5,880.000 11,760 094 PLACE HOT MIX ASPHALT SQYD 100.0000 800.00 8.000 800 (MISCELLANEOUS AREA) 095 TACK COAT TON 1,100.0000 264,000.00 152.868 168,154 096 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 0.5000 46,150.00 71,761.140 35,880 097 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 67,200.00 10,737.330 64,423 098 REMOVE BASE AND SURFACING CY 25.0000 40,750.00 2,988.067 74,701 099 REMOVE CONCRETE PAVEMENT (CY) CY 25.0000 133,250.00 1,031.180 25,779 100 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 11/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640F4 TIME 01:47 PM ESTIMATE NO. 038 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 11/20/22 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 11/22/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,548.000 6,741,200 (F) 114 STRUCTURAL CONCRETE, BRIDGE CY 900.0000 1,841,400.00 2,047.000 1,842,300 (F) (POLYMER FIBER) 115 STRUCTURAL CONCRETE, RETAINING WALL CY 500.0000 1,931,500.00 3,821.000 1,910,500 (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 804,600.00 894.000 804,600 (F) (TYPE N) 120 STRUCTURAL CONCRETE, APPROACH SLAB CY 800.0000 402,400.00 503.000 402,400 (TYPE R) 121 STRUCTURAL CONCRETE, BOX CULVERT CY 1,800.0000 588,600.00 327.000 588,600 (F) 122 STRUCTURAL CONCRETE, HEADWALL CY 2,000.0000 45,800.00 22.900 45,800 (F) 123 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,500.0000 626,550.00 423.330 634,995 (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 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 25,152.00 507.000 24,336 PROGRAM CAS145 PAGE 6 DATE 11/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640F4 TIME 01:47 PM ESTIMATE NO. 038 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 11/20/22 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 11/22/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 20,382.00 237.000 20,382 132 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 450.0000 106,200.00 236.000 106,200 133 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 2,369,529.00 2,353,065.000 2,353,065 (F) 134 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 670,522.00 658,401.000 658,401 (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 60,900.000 79,170 (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 (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 9,000 149 REMOVE ASPHALT CONCRETE SURFACING SQFT 2.0000 26,188.00 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 11/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640F4 TIME 01:47 PM ESTIMATE NO. 038 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 11/20/22 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 11/22/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,600.00 142.000 14,200 159 18" ALTERNATIVE PIPE CULVERT LF 120.0000 1,154,400.00 9,642.000 1,157,040 160 24" ALTERNATIVE PIPE CULVERT LF 130.0000 169,000.00 1,349.000 175,370 161 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 162 CONCRETE BACKFILL (PIPE TRENCH) CY 200.0000 70,400.00 569.300 113,860 (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 38.000 17,100 170 54" REINFORCED CONCRETE PIPE LF 600.0000 29,400.00 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 1,134.500 85,087 174 6" NON-PERFORATED PLASTIC PIPE LF 75.0000 4,350.00 27.000 2,025 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 2,278.180 353,117 180 10" WELDED STEEL PIPE (.250" THICK) LF 150.0000 11,550.00 77.000 11,550 181 12" WELDED STEEL PIPE (.250" THICK) LF 150.0000 46,800.00 312.000 46,800 182 18" CONCRETE FLARED END SECTION EA 1,500.0000 3,000.00 2.000 3,000 183 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 20.000 15,000 PROGRAM CAS145 PAGE 8 DATE 11/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640F4 TIME 01:47 PM ESTIMATE NO. 038 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 11/20/22 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 11/22/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 11.000 11,000 187 ABANDON CULVERT (EA) EA 3,000.0000 30,000.00 12.000 36,000 188 ABANDON INLET EA 1,000.0000 1,000.00 3.000 3,000 189 REMOVE CULVERT (LF) LF 50.0000 168,500.00 2,749.000 137,450 190 REMOVE INLET EA 1,250.0000 40,000.00 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 17.000 4,250 193 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 64.050 16,012 (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 94.000 94,000 199 TURF REINFORCEMENT MAT SQYD 30.0000 38,700.00 1,239.329 37,179 200 ROCK SLOPE PROTECTION CY 300.0000 13,500.00 29.160 8,748 (60 LB, CLASS II, METHOD B) (CY) 201 ROCK SLOPE PROTECTION CY 300.0000 23,400.00 98.520 29,556 (20 LB, CLASS I, METHOD B) (CY) 202 CONCRETED-ROCK SLOPE PROTECTION CY 700.0000 7,000.00 6.800 4,760.00 6.800 4,760 (20 LB, CLASS I, METHOD B) (CY) 203 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 1,400.00 453.043 906 204 MINOR CONCRETE (GUTTER) (LF) LF 65.0000 60,905.00 960.000 62,400 205 MINOR CONCRETE (MISCELLANEOUS CY 900.0000 99,000.00 114.217 102,795 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 120,000.00 176.241 140,992 210 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 11/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640F4 TIME 01:47 PM ESTIMATE NO. 038 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 11/20/22 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 11/22/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 26,645.000 53,290 (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 0.932 102,240 224 ANTI-GRAFFITI COATING SQFT 0.8000 251,502.40 172,656.600 138,125 (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 96,600.00 189.000 3,780.00 2,605.170 52,103 228 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 5.000 10,770.00 6.000 12,924 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 11,048.000 60,764 232 RECONSTRUCT FENCE LF 22.0000 11,000.00 350.000 7,700 233 RECONSTRUCT CHAIN LINK FENCE LF 35.0000 350.00 10.000 350 234 REMOVE PAVEMENT MARKER EA 1.0000 4,450.00 5,302.000 5,302 235 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 3,173.000 12,692.00 3,173.000 12,692 238 OBJECT MARKER (TYPE N) EA 40.0000 120.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 11/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640F4 TIME 01:47 PM ESTIMATE NO. 038 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 11/20/22 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 11/22/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 1,125.000 23,625 245 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 13,500.00 601.190 8,116 (0.063"-UNFRAMED) 246 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.7500 1,462.50 99.750 972 (0.063"-UNFRAMED)FOR RETROREFLECTIVE SHEETING(TYPE XI) 247 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.7500 1,327.50 44.000 649 (0.080"-UNFRAMED) 248 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 3,410.00 168.000 1,848 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 249 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.7500 1,005.00 70.000 1,172 (0.063"-FRAMED)FOR RETROREFLECTIVE SHEETING(TYPE XI) 250 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 8,225.00 111.000 1,942 (0.080"-FRAMED)FOR RETROREFLECTIVE SHEETING(TYPE XI) 251 RETROREFLECTIVE SHEETING(TYPE XI) SQFT 4.5000 4,545.00 2,126.000 9,567 252 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 2,988 254 ROADSIDE SIGN - ONE POST EA 300.0000 15,300.00 39.000 11,700 255 ROADSIDE SIGN - TWO POST EA 450.0000 4,950.00 4.000 1,800 256 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 257 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 35.0000 203,700.00 6,189.530 216,633 258 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.0000 236,250.00 3,005.256 225,394 259 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 105.0000 39,060.00 372.000 39,060 (F) 260 CABLE RAILING LF 35.0000 43,925.00 1,188.000 41,580 (F) 261 TRANSITION RAILING (TYPE WB-31) EA 4,100.0000 77,900.00 19.000 77,900 262 END CAP (TYPE A) EA 400.0000 2,000.00 5.000 2,000 263 END CAP (TYPE TC) EA 200.0000 3,600.00 18.000 3,600 PROGRAM CAS145 PAGE 11 DATE 11/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640F4 TIME 01:47 PM ESTIMATE NO. 038 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 11/20/22 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 11/22/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.000 7,700 265 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,900.0000 81,900.00 23.000 89,700 266 CRASH CUSHION (TYPE SMART SCI 100GM) EA 40,000.0000 80,000.00 2.000 80,000 267 CONCRETE BARRIER (TYPE 60M) LF 83.0000 316,230.00 3,944.297 327,376 268 CONCRETE BARRIER (TYPE 60MC) LF 109.0000 1,645,900.00 15,742.130 1,715,892 269 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 1,025.400 358,890 272 CONCRETE BARRIER (TYPE 60MP) LF 555.0000 111,000.00 154.000 85,470 273 CONCRETE BARRIER (TYPE 60 MC MODIFIED) LF 525.0000 3,150.00 0.000 0 274 CONCRETE BARRIER (TYPE 60M MODIFIED) LF 110.0000 24,860.00 226.000 24,860 275 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 62,050.00 176.920 64,575 280 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 3,669.000 476,970 282 CONCRETE BARRIER (TYPE 836) LF 130.0000 162,630.00 1,251.000 162,630 (F) 283 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 185.0000 267,325.00 1,445.000 267,325 (F) 284 REMOVE GUARDRAIL LF 3.5000 99,050.00 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 7,143.000 57,144.00 7,143.000 57,144 (ENHANCED WET NIGHT VISIBILITY) 290 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 73,900.00 76,332.000 76,332 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) PROGRAM CAS145 PAGE 12 DATE 11/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640F4 TIME 01:47 PM ESTIMATE NO. 038 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 11/20/22 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 11/22/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 210.00 210.000 210.00 210.000 210 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 292 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 400.00 464.000 464.00 464.000 464 (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 46,231.000 57,788.75 84,450.000 105,562 (ENHANCED WET NIGHT VISIBILITY) 295 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 14,060.00 3,827.000 7,654.00 3,827.000 7,654 (ENHANCED WET NIGHT VISIBILITY) 296 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 7,575.00 5,040.000 7,560.00 5,040.000 7,560 (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 360.00 252.000 504 299 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 15,000.0000 15,000.00 1.000 15,000 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 0.950 25,175 302 TRAFFIC MONITORING STATION SYSTEM LS 723,000.0000 723,000.00 0.916 662,268 303 TEMPORARY LIGHTING SYSTEM LS 324,000.0000 324,000.00 1.000 324,000 304 MODIFYING EXISTING ELECTRICAL SYSTEM LS 580,000.0000 580,000.00 0.921 534,180 305 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 29.750 996 309 INSTALL ROADSIDE SIGN EA 5,500.0000 11,000.00 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 3,783.544 416,189 EMBANKMENT MATERIAL 312 ROADSIDE CLEARING LS 25,000.0000 25,000.00 0.750 18,750 313 SOIL AMENDMENT CY 100.0000 4,000.00 40.000 4,000 314 ROCK MULCH SQFT 6.7000 10,318.00 1,530.580 10,254 315 PACKET FERTILIZER EA 0.5000 950.00 1,897.000 948 PROGRAM CAS145 PAGE 13 DATE 11/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640F4 TIME 01:47 PM ESTIMATE NO. 038 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 11/20/22 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 11/22/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,310.00 328.000 2,296 317 PLANT (GROUP I) EA 25.0000 6,750.00 261.000 6,525 318 PLANT (GROUP A) EA 12.0000 15,720.00 1,308.000 15,696 319 GRAVEL MULCH SQFT 3.2500 9,880.00 3,032.940 9,857 320 WOOD MULCH CY 110.0000 2,200.00 20.000 2,200 321 FOLIAGE PROTECTOR EA 35.0000 11,200.00 20.000 700 322 TEMPORARY IRRIGATION SYSTEM LS 13,655.0000 13,655.00 0.100 1,365 323 2" WYE STRAINER ASSEMBLY EA 650.0000 2,600.00 4.000 2,600 324 RISER SPRINKLER ASSEMBLY EA 18.0000 27,000.00 1,897.000 34,146 325 CAM COUPLER ASSEMBLY EA 750.0000 3,000.00 4.000 3,000 326 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.1000 46,257.00 9,070.000 46,257 (F) LINE) 327 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.1200 9,486.00 1,550.000 9,486 (F) LINE) 328 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.1500 83,512.00 11,680.000 83,512 (F) (SUPPLY LINE) 329 2" PLASTIC PIPE (SCHEDULE 40) LF 8.2500 3,110.25 377.000 3,110 (F) (SUPPLY LINE) 330 BALL VALVE EA 350.0000 16,800.00 48.000 16,800 331 STRUCTURAL CONCRETE, JUNCTION STRUCTURE CY 2,000.0000 27,800.00 13.900 27,800 (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 1.000 500 337 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 11/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640F4 TIME 01:47 PM ESTIMATE NO. 038 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 11/20/22 R.E. NAME: CHOI, GINA DATE OF THIS ESTIMATE 11/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 252,542.75 70,353,270.30 ADJUSTMENT OF COMPENSATION 8,376.77 1,805,760.08 EXTRA WORK 52,060.54 9,052,983.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 312,980.06 81,212,014.20 339 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 312,980.06 87,362,014.20 MATERIALS ON HAND ON SITE -26,050.88 195,722.32 DEDUCTIONS 0.00 -92,636.38 TOTAL 286,929.18 87,465,100.14 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 12/23/23 612 173 0 0 97% 93% PROGRESS IS SATISFACTORY CHOI, GINA RESIDENT ENGINEER