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 11/22/21 EST. NO. 014 TIME 05:01 PM R.E. NAME: DOS SANTOS, FERNANDO 04-0A5394 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 11/22/21 EST. NO. 014 TIME 05:01 PM R.E. NAME: DOS SANTOS, FERNANDO 04-0A5394 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP NON-COMPLIANCE -1,008,662.03 013 SWPPP NON-COMPLIANCE 1,008,662.03 013 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 05:01 PM ESTIMATE NO. 014 BID OPENING 07/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/21 R.E. NAME: DOS SANTOS, FERNANDO DATE OF THIS ESTIMATE 11/22/21 LOCATION RERUN PROGRESS ESTIMATE 04-SOL-80-12.0/13.1 ----------------------- KIEWIT INFRASTRUCTURE WEST CO IN SOLANO COUNTY. EB. SR-12 4650 BUSINESS CENTER DR (JAMESON CANYON) TO EB. I-80 FAIRFIELD CA 94534 CONNECTOR FED. AID NO. N O N E CONSTRUCTION EASTBOUND SR 12W TO ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,802.2400 4,802.24 1.000 4,802 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 11,125.5800 11,125.58 0.030 333.77 0.506 5,629 003 TIME-RELATED OVERHEAD (LS) LS 6,849,682.8200 6,849,682.82 0.030 205,490.48 0.506 3,465,939 004 DEVELOP WATER SUPPLY LS 425,016.4700 425,016.47 0.015 6,375.25 0.753 320,037 005 CONSTRUCTION AREA SIGNS LS 16,068.6700 16,068.67 0.800 12,854 006 TRAFFIC CONTROL SYSTEM LS 1,832,930.1000 1,832,930.10 0.024 43,990.32 0.605 1,108,922 007 TYPE III BARRICADE EA 67.4200 606.78 3.000 202 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.7000 4,320.00 108.000 291.60 108.000 291 009 TEMPORARY TRAFFIC STRIPE (TAPE) LF 4.0500 10,125.00 564.000 2,284.20 1,774.000 7,184 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5400 35,100.00 4,421.000 2,387.34 8,591.000 4,639 011 CHANNELIZER (SURFACE MOUNTED) EA 39.3300 15,732.00 36.000 1,415.88 205.000 8,062 012 PORTABLE RADAR SPEED FEEDBACK SIGN LS 61,190.6900 61,190.69 0.900 55,071 SYSTEMS 013 TEMPORARY PAVEMENT MARKER EA 4.7300 5,959.80 97.000 458.81 172.000 813 014 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 22,251.1600 89,004.64 4.000 89,004 015 TEMPORARY RAILING (TYPE K) LF 34.3700 494,928.00 4,460.000 153,290.20 12,340.000 424,125 016 TEMPORARY CRASH CUSHION MODULE EA 168.5500 4,719.40 0.000 0 017 TEMPORARY ALTERNATIVE CRASH CUSHION EA 5,056.5800 70,792.12 4.000 20,226.32 13.000 65,735 018 TEMPORARY TRAFFIC SCREEN LF 5.5100 35,264.00 3,870.000 21,323 019 JOB SITE MANAGEMENT LS 215,374.1700 215,374.17 0.030 6,461.23 0.506 108,979 020 PREPARE STORM WATER POLLUTION PREVENTION LS 4,244.4100 4,244.41 0.500 2,122 PLAN 021 RAIN EVENT ACTION PLAN EA 305.9500 24,170.05 3.000 917.85 13.000 3,977 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 383.8300 18,807.67 4.000 1,535.32 6.000 2,302 PROGRAM CAS145 PAGE 2 DATE 11/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 05:01 PM ESTIMATE NO. 014 BID OPENING 07/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/21 R.E. NAME: DOS SANTOS, FERNANDO DATE OF THIS ESTIMATE 11/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STORM WATER ANNUAL REPORT EA 1,107.0000 2,214.00 1.000 1,107 024 MOVE-IN/MOVE-OUT EA 423.4700 846.94 1.000 423.47 8.000 3,387 (TEMPORARY EROSION CONTROL) 025 TEMPORARY HYDRAULIC MULCH SQYD 0.3200 12,992.00 41,319.200 13,222.14 49,073.500 15,703 (BONDED FIBER MATRIX) 026 TEMPORARY COVER SQYD 2.2300 25,221.30 7,733.640 17,246.02 10,017.810 22,339 027 TEMPORARY CHECK DAM LF 15.9200 19,740.80 222.000 3,534.24 222.000 3,534 028 TEMPORARY DRAINAGE INLET PROTECTION EA 229.5500 20,200.40 56.000 12,854 029 TEMPORARY FIBER ROLL LF 5.4000 140,940.00 20,364.000 109,965.60 30,507.000 164,737 030 TEMPORARY REINFORCED SILT FENCE LF 12.0000 20,400.00 2,477.000 29,724 031 TEMPORARY CONSTRUCTION ENTRANCE EA 18,983.1900 189,831.90 2.000 37,966.38 9.000 170,848 032 STREET SWEEPING LS 514,475.4600 514,475.46 0.030 15,434.26 0.506 260,324 033 TEMPORARY CONCRETE WASHOUT LS 95,032.8700 95,032.87 0.030 2,850.99 0.506 48,086 034 TEMPORARY DIVERSION SYSTEM EA 22,512.7700 90,051.08 2.000 45,025 035 ASBESTOS COMPLIANCE PLAN LS 5,562.7900 5,562.79 1.000 5,562 036 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.8100 7,290.00 3,555.000 2,879 STRIPE (HAZARDOUS WASTE) 037 TREATED WOOD WASTE LB 0.1200 1,212.00 0.000 0 038 NOISE MONITORING LS 6,119.0700 6,119.07 0.000 0 039 REMOVE CONCRETE (CY) CY 257.0800 179,956.00 702.000 180,470 040 CLEARING AND GRUBBING (LS) LS 225,460.3400 225,460.34 1.000 225,460 041 ROADWAY EXCAVATION CY 39.7000 4,406,700.00 84,802.400 3,366,655 042 ROADWAY EXCAVATION (DETOUR REMOVAL) CY 23.7900 70,418.40 0.000 0 043 STRUCTURE EXCAVATION (BRIDGE) CY 144.8700 454,457.19 3,137.000 454,457 (F) 044 STRUCTURE EXCAVATION (RETAINING WALL) CY 200.7500 150,562.50 431.000 86,523 (F) 045 STRUCTURE BACKFILL (BRIDGE) CY 261.3200 449,731.72 1,138.000 297,382 (F) 046 STRUCTURE BACKFILL (RETAINING WALL) CY 226.1700 144,522.63 42.000 9,499 (F) 047 DITCH EXCAVATION CY 28.1800 34,548.68 59.300 1,671.07 1,246.300 35,120 048 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.5700 10,495.80 0.000 0 CLASS B1 049 8" PLASTIC PIPE (SCHEDULE 40) LF 167.0700 84,570.83 491.000 82,031 (F) (SUPPLY LINE) PROGRAM CAS145 PAGE 3 DATE 11/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 05:01 PM ESTIMATE NO. 014 BID OPENING 07/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/21 R.E. NAME: DOS SANTOS, FERNANDO DATE OF THIS ESTIMATE 11/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 3" PLASTIC PIPE (CLASS 315) LF 37.4100 13,093.50 179.000 6,696 (SUPPLY LINE) 051 8" CORRUGATED HIGH DENSITY LF 120.4000 36,120.00 155.000 18,662 POLYETHYLENE PIPE CONDUIT 052 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 423.4700 2,117.35 1.000 423.47 1.000 423 053 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6200 212,040.00 62,605.000 38,815.10 62,605.000 38,815 054 EROSION CONTROL WIRE MESH (BLANKET) SQFT 10.3900 685,740.00 0.000 0 055 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.5100 52,020.00 46,055.000 23,488.05 46,055.000 23,488 056 HYDROMULCH SQFT 0.0500 36,950.00 84,370.000 4,218.50 84,370.000 4,218 057 FIBER ROLLS LF 2.8200 119,286.00 3,732.000 10,524.24 3,732.000 10,524 058 HYDROSEED SQFT 0.0900 66,510.00 84,370.000 7,593.30 84,370.000 7,593 059 COMPOST (CY) CY 47.6000 139,468.00 440.750 20,979.70 440.750 20,979 060 INCORPORATE MATERIALS SQFT 0.0500 28,550.00 50,700.000 2,535.00 50,700.000 2,535 061 LIME TON 236.2100 457,066.35 555.060 131,110 062 LIME STABILIZED SOIL SQYD 17.5400 677,044.00 11,379.000 199,587 063 CLASS 2 AGGREGATE SUBBASE CY 54.6900 66,174.90 2,697.000 147,498 064 CLASS 2 AGGREGATE BASE (CY) CY 125.6200 322,215.30 138.500 17,398 065 LEAN CONCRETE BASE CY 239.3500 2,315,232.55 4,692.000 1,123,030 066 RAPID STRENGTH CONCRETE BASE CY 695.5700 619,057.30 134.000 93,206 067 BASE BOND BREAKER SQYD 7.6700 651.95 85.650 656 068 PREPAVING INERTIAL PROFILER LS 3,616.9000 3,616.90 0.000 0 069 HOT MIX ASPHALT (TYPE A) TON 108.5700 2,203,971.00 131.180 14,242.21 7,743.970 840,762 070 HOT MIX ASPHALT (LEVELING) TON 229.9800 21,618.12 0.000 0 071 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 155.2800 902,176.80 2,568.540 398,842.89 2,568.540 398,842 072 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 145.8200 885,856.50 0.000 0 (OPEN GRADED FRICTION COURSE) 073 DATA CORE LS 5,564.4600 5,564.46 0.000 0 074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.5100 2,421.90 308.000 1,081.08 308.000 1,081 075 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.7700 41,313.20 971.000 5,602.67 971.000 5,602 076 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.1800 2,403.50 714.000 2,984.52 714.000 2,984 PROGRAM CAS145 PAGE 4 DATE 11/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 05:01 PM ESTIMATE NO. 014 BID OPENING 07/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/21 R.E. NAME: DOS SANTOS, FERNANDO DATE OF THIS ESTIMATE 11/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 TACK COAT TON 1,297.3100 83,027.84 2.550 3,308.14 15.286 19,830 078 REMOVE ASPHALT CONCRETE DIKE LF 16.8000 4,032.00 150.600 2,530 079 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5200 74,632.00 0.000 0 080 REMOVE BASE AND SURFACING CY 27.7200 49,064.40 676.760 18,759 081 MECHANICALLY STABILIZED EMBANKMENT SQFT 125.3900 2,959,204.00 23,575.000 2,956,069 082 FURNISH 20" STEEL PIPE PILING LF 91.6400 488,441.20 5,336.000 488,991 083 DRIVE 20" STEEL PIPE PILE EA 3,352.6900 278,273.27 83.000 278,273 084 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 3,690.4900 405,953.90 0.000 0 085 FURNISH PILING (CLASS 90) LF 53.3100 258,340.26 4,834.000 257,700 (ALTERNATIVE V) 086 DRIVE PILE (CLASS 90) EA 3,182.5800 229,145.76 33.000 105,025 (ALTERNATIVE V) 087 FURNISH PILING (CLASS 200) LF 58.1100 838,817.85 14,435.000 838,817 (ALTERNATIVE W) 088 DRIVE PILE (CLASS 200) EA 4,445.6500 742,423.55 167.000 742,423 (ALTERNATIVE W) 089 60" CAST-IN-DRILLED-HOLE CONCRETE LF 3,525.3700 719,175.48 143.000 504,127 PILE (SIGN FOUNDATION) 090 PRESTRESSING CAST-IN-PLACE CONCRETE LS 307,330.2200 307,330.22 0.750 230,497 091 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 670.5400 468,707.46 699.000 468,707 (F) 092 STRUCTURAL CONCRETE, BRIDGE CY 1,086.7400 3,872,054.62 34.000 36,949.16 3,521.000 3,826,411 (F) 093 STRUCTURAL CONCRETE, BRIDGE CY 983.4600 1,135,896.30 356.000 350,111.76 1,133.000 1,114,260 (F) (POLYMER FIBER) 094 STRUCTURAL CONCRETE, RETAINING WALL CY 1,278.6600 317,107.68 110.000 140,652 (F) 095 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,058.1900 371,424.69 1.000 1,058.19 351.000 371,424 (F) 096 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,229.3200 521,231.68 117.000 143,830 (F) (TYPE N) 097 STRUCTURAL CONCRETE, HEADWALL CY 2,739.9804 27,947.80 10.200 27,947 (F) 098 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,777.7200 450,546.18 98.200 272,772 (F) 099 ARCHITECTURAL TEXTURE (COLUMN) SQFT 94.9900 29,161.93 307.000 29,161 (F) 100 ARCHITECTURAL TEXTURE (FLUTED FIN) SQFT 59.2300 92,991.10 755.000 44,718 (F) 101 PTFE SPHERICAL BEARING EA 17,881.0300 143,048.24 8.000 143,048 102 JOINT SEAL (MR 1") LF 55.8800 16,428.72 0.000 0 103 JOINT SEAL ASSEMBLY (MR 4") LF 586.7200 82,727.52 101.000 59,258.72 101.000 59,258 PROGRAM CAS145 PAGE 5 DATE 11/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 05:01 PM ESTIMATE NO. 014 BID OPENING 07/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/21 R.E. NAME: DOS SANTOS, FERNANDO DATE OF THIS ESTIMATE 11/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 BAR REINFORCING STEEL (BRIDGE) LB 1.0100 1,238,642.79 56,305.000 56,868.05 1,212,303.000 1,224,426 (F) 105 BAR REINFORCING STEEL (RETAINING WALL) LB 1.4900 59,468.88 15,904.000 23,696 (F) 106 STRUCTURAL STEEL (PIPE PIN) LB 13.4100 44,494.38 3,318.000 44,494 (F) 107 FURNISH SIGN STRUCTURE (TRUSS) LB 4.4800 636,294.40 34,050.000 152,544.00 34,050.000 152,544 (F) 108 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4500 63,913.50 0.000 0 (F) 109 REMOVE SIGN STRUCTURE (EA) EA 5,768.7000 28,843.50 0.900 5,191 110 BRIDGE REMOVAL LS 430,262.3000 430,262.30 0.000 0 111 12" ALTERNATIVE PIPE CULVERT (TYPE A) LF 114.7900 39,028.60 62.800 7,208 112 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 174.6500 679,388.50 161.850 28,267.10 2,145.540 374,718 113 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 121.6400 165,430.40 331.500 40,323 114 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 197.1500 37,458.50 0.000 0 115 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 195.6900 150,681.30 768.000 150,289 116 30" ALTERNATIVE PIPE CULVERT (TYPE A) LF 261.9600 432,234.00 267.700 70,126.69 1,312.600 343,848 117 36" ALTERNATIVE PIPE CULVERT (TYPE A) LF 295.5200 156,625.60 487.000 143,918 118 36" ALTERNATIVE PIPE CULVERT (TYPE B) LF 287.4600 43,119.00 84.600 24,319 119 CONCRETE BACKFILL (PIPE TRENCH) CY 615.3200 104,542.87 163.880 100,838 (F) 120 18" TEMPORARY CULVERT LF 173.0500 39,801.50 115.300 19,952 121 IMPORTED BIOFILTRATION SOIL(CY) CY 125.4500 286,026.00 64.670 8,112.85 1,550.670 194,531 122 18" CORRUGATED STEEL PIPE (.109" THICK) LF 86.7700 19,957.10 160.000 13,883 123 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 94.2900 327,186.30 268.000 25,269.72 2,266.000 213,661 124 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 96.4100 105,086.90 25.000 2,410 125 GEOCOMPOSITE DRAIN SQFT 9.4600 67,166.00 12,045.500 113,950 126 PREFABRICATED VERTICAL DRAIN LF 0.9800 798,700.00 679,135.500 665,552 127 DRAINAGE INLET MARKER EA 66.4200 4,915.08 0.000 0 128 GRATED LINE DRAIN LF 545.5200 65,462.40 0.000 0 129 24" WELDED STEEL PIPE CASING (BRIDGE) LF 378.9500 78,442.65 45.000 17,052 130 12" WELDED STEEL PIPE (.134" THICK) LF 1,003.1800 14,044.52 0.000 0 PROGRAM CAS145 PAGE 6 DATE 11/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 05:01 PM ESTIMATE NO. 014 BID OPENING 07/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/21 R.E. NAME: DOS SANTOS, FERNANDO DATE OF THIS ESTIMATE 11/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 18" ALTERNATIVE FLARED END SECTION EA 936.6600 4,683.30 1.000 936.66 2.000 1,873 132 30" ALTERNATIVE FLARED END SECTION EA 1,416.5400 1,416.54 1.000 1,416 133 36" ALTERNATIVE FLARED END SECTION EA 1,463.5700 1,463.57 1.000 1,463 134 ABANDON CULVERT (LF) LF 10.1000 11,413.00 1,122.800 11,340 135 REMOVE CULVERT (LF) LF 54.7100 12,583.30 32.300 1,767 136 REMOVE PIPE (LF) LF 31.8700 29,639.10 49.000 1,561 137 REMOVE INLET EA 10,202.8400 91,825.56 6.000 61,217 138 REMOVE HEADWALL EA 2,071.9600 2,071.96 1.000 2,071 139 REMOVE FLARED END SECTION (EA) EA 1,088.8100 1,088.81 1.000 1,088 140 ADJUST MANHOLE EA 8,673.4000 0.00 0.000 0 141 REMOVE CONCRETE (CHANNEL) CY 301.2100 3,012.10 0.000 0 142 SAND BACKFILL CY 141.8200 19,854.80 86.200 12,224 143 SLOPE PAVING (GRASS EFFECT) SQFT 34.7200 284,773.44 0.000 0 144 ROCK SLOPE PROTECTION CY 195.7600 97,880.00 491.100 96,137 (300 LB, CLASS IV, METHOD B) (CY) 145 ROCK SLOPE PROTECTION CY 208.4200 35,431.40 6.100 1,271.36 86.600 18,049 (150 LB, CLASS III, METHOD B) (CY) 146 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.9700 6,029.70 13.700 81.79 871.400 5,202 147 MINOR CONCRETE (CURB) (CY) CY 1,336.2900 160,354.80 0.000 0 148 MINOR CONCRETE (MISCELLANEOUS CY 1,917.2000 153,376.00 36.000 69,019 CONSTRUCTION) 149 MINOR CONCRETE (STAMPED CONCRETE) SQFT 6.3500 234,124.50 1,681.000 10,674 150 MISCELLANEOUS IRON AND STEEL LB 4.0200 116,547.84 12,580.000 50,571 (F) 151 BRIDGE DECK DRAINAGE SYSTEM LB 11.8500 318,456.90 6,499.000 77,013.15 21,931.000 259,882 (F) 152 PREPARE AND STAIN CONCRETE SQFT 11.1300 0.00 0.000 0 153 OBLITERATE SURFACING SQYD 4.3700 7,429.00 0.000 0 154 JACKED 36" ALTERNATIVE PIPE CULVERT LF 2,696.3100 1,024,597.80 379.920 1,024,382 155 TEMPORARY FENCE (TYPE CL-6) LF 18.1700 16,898.10 930.000 16,898 156 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 21.7700 20,246.10 930.000 20,246 157 CHAIN LINK FENCE (TYPE CL-6) LF 23.8100 67,382.30 0.000 0 PROGRAM CAS145 PAGE 7 DATE 11/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 05:01 PM ESTIMATE NO. 014 BID OPENING 07/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/21 R.E. NAME: DOS SANTOS, FERNANDO DATE OF THIS ESTIMATE 11/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 CHAIN LINK FENCE (TYPE CL-6, SLATTED) LF 72.3400 11,574.40 0.000 0 159 REMOVE FENCE LF 7.2400 28,453.20 3,793.000 27,461 160 SALVAGE FENCE LF 6.9200 1,384.00 0.000 0 161 RELOCATE GATE EA 964.5900 964.59 0.000 0 162 REMOVE PAVEMENT MARKER EA 1.6900 1,166.10 144.000 243 163 DELINEATOR (CLASS 1) EA 55.6300 2,781.50 0.000 0 164 DELINEATOR (CLASS 2) EA 66.7500 2,803.50 0.000 0 165 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.4000 8,046.00 40.000 216 166 OBJECT MARKER (TYPE P) EA 101.2400 2,531.00 4.000 404.96 15.000 1,518 167 OBJECT MARKER (TYPE R) EA 105.6900 105.69 0.000 0 168 SPECIAL MARKER EA 66.7500 400.50 0.000 0 169 REMOVE ROADSIDE SIGN EA 89.8900 2,516.92 8.000 719 170 REMOVE ROADSIDE SIGN EA 56.1800 505.62 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 171 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 20.7700 44,032.40 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 172 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 33.7100 6,067.80 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 173 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 33.7100 9,101.70 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 174 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.5400 4,078.80 44.500 825.03 103.250 1,914 (0.063" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 175 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.8000 2,006.00 8.000 94 (0.080" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 176 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.4700 2,157.12 0.000 0 (0.063" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 177 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.6000 3,068.00 21.000 495.60 21.000 495 (0.080" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 178 RETROREFLECTIVE SHEEING (TYPE XI) SQFT 4.1500 13,114.00 65.500 271.83 132.250 548 179 METAL (BARRIER MOUNTED SIGN) LB 14.6100 8,181.60 0.000 0 180 ROADSIDE SIGN - ONE POST EA 309.0100 7,725.25 5.000 1,545.05 10.000 3,090 181 ROADSIDE SIGN - TWO POST EA 449.4700 3,146.29 1.000 449.47 1.000 449 182 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 89.8900 1,078.68 1.000 89 METHOD) PROGRAM CAS145 PAGE 8 DATE 11/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 05:01 PM ESTIMATE NO. 014 BID OPENING 07/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/21 R.E. NAME: DOS SANTOS, FERNANDO DATE OF THIS ESTIMATE 11/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 183 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 33.3800 12,684.40 0.000 0 184 INSTALL ROADSIDE SIGN EA 1,460.7900 5,843.16 0.000 0 (LAMINATED WOOD BOX POST) 185 FURNISH LAMINATED WOOD POST (TYPE M) EA 3,932.8900 15,731.56 0.000 0 186 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 36.2900 75,737.23 892.000 32,370.68 892.000 32,370 187 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 40.4500 0.00 212.500 8,595.63 212.500 8,595 188 VEGETATION CONTROL (MINOR CONCRETE) SQYD 110.8000 104,706.00 422.910 46,858.43 422.910 46,858 189 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 56.1800 1,404.50 0.000 0 190 CABLE RAILING LF 125.6903 2,325.27 18.500 2,325 (F) 191 TRANSITION RAILING (TYPE WB-31) EA 5,056.5800 15,169.74 1.000 5,056.58 1.000 5,056 192 END CAP (TYPE A) EA 112.3700 337.11 0.000 0 193 END CAP (TYPE TC) EA 140.4600 421.38 0.000 0 194 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,011.3200 11,124.52 3.000 3,033.96 3.000 3,033 195 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,932.8900 39,328.90 4.000 15,731.56 4.000 15,731 196 CRASH CUSHION (TYPE SMART SC1100GM) EA 47,784.6400 95,569.28 0.000 0 197 CONCRETE BARRIER (TYPE 60M) LF 120.9700 0.00 0.000 0 198 CONCRETE BARRIER (TYPE 60MC) LF 224.6100 226,856.10 1,010.000 226,856 199 CONCRETE BARRIER (TYPE 60MSF) LF 593.4300 183,963.30 0.000 0 200 CONCRETE BARRIER (TYPE 60R MODIFIED) LF 1,363.6100 103,634.36 0.000 0 (F) 201 CONCRETE BARRIER TRANSITION LF 182.5500 0.00 0.000 0 (F) 202 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 195.5700 473,474.97 27.000 5,280.39 1,807.000 353,394 (F) 203 CONCRETE BARRIER (TYPE 842B MODIFIED) LF 312.9200 56,325.60 0.000 0 204 REMOVE GUARDRAIL LF 10.1100 3,740.70 0.000 0 205 REMOVE CONCRETE BARRIER LF 72.4400 52,736.32 718.000 52,011 206 REMOVE CRASH CUSHION EA 2,247.3700 0.00 0.000 0 207 THERMOPLASTIC PAVEMENT MARKING SQFT 13.5100 24,453.10 444.000 5,998 (ENHANCED WET NIGHT VISIBILITY) 208 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0100 27,674.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) PROGRAM CAS145 PAGE 9 DATE 11/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 05:01 PM ESTIMATE NO. 014 BID OPENING 07/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/21 R.E. NAME: DOS SANTOS, FERNANDO DATE OF THIS ESTIMATE 11/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 209 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0100 3,615.80 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 210 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2900 41,151.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 211 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.7000 11,272.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 212 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4700 14,382.00 3,795.000 1,783 213 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.7000 1,431.00 97.000 261 214 12" RUMBLE STRIP STA 89.0000 3,827.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 215 MODIFYING LIGHTING SYSTEMS LS 852,201.5600 852,201.56 0.064 54,540.90 0.797 679,204 216 MODIFYING TRAFFIC MONITORING STATIONS LS 1,244,312.8100 1,244,312.81 0.045 55,994.08 0.429 533,810 PROGRAM CAS145 PAGE 10 DATE 11/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 05:01 PM ESTIMATE NO. 014 BID OPENING 07/17/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/21 R.E. NAME: DOS SANTOS, FERNANDO DATE OF THIS ESTIMATE 11/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,281,734.96 34,964,716.40 ADJUSTMENT OF COMPENSATION 0.00 322,378.52 EXTRA WORK 0.00 1,019,685.94 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,281,734.96 36,306,780.86 217 MOBILIZATION LS 4,547,720.2100 4,547,720.21 1.000 4,547,720 ORIGINAL CONTRACT AMOUNT 59,738,871.44 TOTAL WORK COMPLETED 2,281,734.96 40,854,501.07 MATERIALS ON HAND ON SITE -2,678.00 266,516.28 DEDUCTIONS 0.00 0.00 TOTAL 2,279,056.96 41,121,017.35 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 08/19/20 498 10/08/20 10/08/20 12/05/22 252 25 13 0 65% 49% PROGRESS IS SATISFACTORY DOS SANTOS, FERNANDO RESIDENT ENGINEER PROGRAM CAS145 DATE 11/22/21