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 04/20/22 EST. NO. 019 TIME 02:26 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 --------------------------------------------------------------------------- 001 0043 1,889.62 E.W. @ F.A.(+) 022522 N 0043 0 0044 1,330.90 032522 N 0044 0 0045 1,666.37 032722 N 0045 0 002 0013 300.00 E.W. @ F.A.(+) 033122 N 0013 0 003 0004 6,000.00 E.W. @ F.A.(+) 032422 N 0004 0 040 0001 58,872.00 E.W. @ L.S.(+) 040422 N 0001 0 70,058.89 TOTAL THIS ESTIMATE 2,066,030.38 TOTAL PREVIOUS ESTIMATE 2,136,089.27 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 04/20/22 EST. NO. 019 TIME 02:26 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 BRIDGE CONCRETE -1,369.50 015 METS DEDUCTION -18,000.00 017 METS DEDUCTION 18,000.00 018 METS DEDUCTION -13,000.00 018 0.00 -14,369.50 TOTAL DEDUCTIONS 0.00 -14,369.50 PROGRAM CAS145 PAGE 1 DATE 04/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 02:26 PM ESTIMATE NO. 019 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 04/20/22 R.E. NAME: DOS SANTOS, FERNANDO DATE OF THIS ESTIMATE 04/20/22 LOCATION 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 0.038 422.77 0.687 7,643 003 TIME-RELATED OVERHEAD (LS) LS 6,849,682.8200 6,849,682.82 0.038 260,287.95 0.687 4,705,732 004 DEVELOP WATER SUPPLY LS 425,016.4700 425,016.47 0.019 8,075.31 0.843 358,288 005 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 0.037 67,818.41 0.749 1,372,864 007 TYPE III BARRICADE EA 67.4200 606.78 9.000 606.78 12.000 809 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.7000 4,320.00 252.000 680.40 360.000 972 009 TEMPORARY TRAFFIC STRIPE (TAPE) LF 4.0500 10,125.00 1,774.000 7,184 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5400 35,100.00 22,708.000 12,262.32 31,299.000 16,901 011 CHANNELIZER (SURFACE MOUNTED) EA 39.3300 15,732.00 185.000 7,276.05 404.000 15,889 012 PORTABLE RADAR SPEED FEEDBACK SIGN LS 61,190.6900 61,190.69 0.900 55,071 SYSTEMS 013 TEMPORARY PAVEMENT MARKER EA 4.7300 5,959.80 484.000 2,289.32 656.000 3,102 014 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 7,220.000 248,151.40 19,620.000 674,339 016 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 6.000 30,339.48 20.000 101,131 018 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 0.038 8,184.22 0.687 147,962 020 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 4.000 1,223.80 22.000 6,730 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 383.8300 18,807.67 11.000 4,222 PROGRAM CAS145 PAGE 2 DATE 04/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 02:26 PM ESTIMATE NO. 019 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 04/20/22 R.E. NAME: DOS SANTOS, FERNANDO DATE OF THIS ESTIMATE 04/20/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 12.000 5,081 (TEMPORARY EROSION CONTROL) 025 TEMPORARY HYDRAULIC MULCH SQYD 0.3200 12,992.00 60,008.700 19,202 (BONDED FIBER MATRIX) 026 TEMPORARY COVER SQYD 2.2300 25,221.30 222.200 495.51 14,524.910 32,390 027 TEMPORARY CHECK DAM LF 15.9200 19,740.80 493.000 7,848 028 TEMPORARY DRAINAGE INLET PROTECTION EA 229.5500 20,200.40 8.000 1,836.40 64.000 14,691 029 TEMPORARY FIBER ROLL LF 5.4000 140,940.00 792.000 4,276.80 35,712.000 192,844 030 TEMPORARY REINFORCED SILT FENCE LF 12.0000 20,400.00 467.000 5,604.00 2,944.000 35,328 031 TEMPORARY CONSTRUCTION ENTRANCE EA 18,983.1900 189,831.90 11.000 208,815 032 STREET SWEEPING LS 514,475.4600 514,475.46 0.038 19,550.07 0.687 353,444 033 TEMPORARY CONCRETE WASHOUT LS 95,032.8700 95,032.87 0.038 3,611.25 0.687 65,287 034 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 2,980.000 357 038 NOISE MONITORING LS 6,119.0700 6,119.07 0.060 367 039 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 2,629.000 104,371.30 101,739.000 4,039,038 042 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 150,562.50 750.000 150,562 (F) 045 STRUCTURE BACKFILL (BRIDGE) CY 261.3200 449,731.72 51.000 13,327.32 1,721.000 449,731 (F) 046 STRUCTURE BACKFILL (RETAINING WALL) CY 226.1700 144,522.63 639.000 144,522 (F) 047 DITCH EXCAVATION CY 28.1800 34,548.68 1,246.300 35,120 048 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.5700 10,495.80 1,247.900 4,455.00 1,247.900 4,455 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 04/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 02:26 PM ESTIMATE NO. 019 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 04/20/22 R.E. NAME: DOS SANTOS, FERNANDO DATE OF THIS ESTIMATE 04/20/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 13,093.50 263.000 9,838 (SUPPLY LINE) 051 8" CORRUGATED HIGH DENSITY LF 120.4000 36,120.00 225.000 27,090 POLYETHYLENE PIPE CONDUIT 052 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 423.4700 2,117.35 1.000 423.47 3.000 1,270 053 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6200 212,040.00 41,909.000 25,983.58 160,777.000 99,681 054 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 40,216.000 20,510.16 86,271.000 43,998 056 HYDROMULCH SQFT 0.0500 36,950.00 68,461.000 3,423.05 204,353.000 10,217 057 FIBER ROLLS LF 2.8200 119,286.00 2,907.000 8,197.74 9,614.000 27,111 058 HYDROSEED SQFT 0.0900 66,510.00 68,461.000 6,161.49 204,377.000 18,393 059 COMPOST (CY) CY 47.6000 139,468.00 194.000 9,234.40 678.750 32,308 060 INCORPORATE MATERIALS SQFT 0.0500 28,550.00 37,000.000 1,850.00 95,700.000 4,785 061 LIME TON 236.2100 457,066.35 906.000 214,006 062 LIME STABILIZED SOIL SQYD 17.5400 677,044.00 19,267.000 337,943 063 CLASS 2 AGGREGATE SUBBASE CY 54.6900 66,174.90 2,697.000 147,498 064 CLASS 2 AGGREGATE BASE (CY) CY 125.6200 322,215.30 627.400 78,813.99 818.900 102,870 065 LEAN CONCRETE BASE CY 239.3500 2,315,232.55 6,805.440 1,628,882 066 RAPID STRENGTH CONCRETE BASE CY 695.5700 619,057.30 396.000 275,445.72 530.000 368,652 067 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 3,836.600 416,539.66 11,532.180 1,252,048 070 HOT MIX ASPHALT (LEVELING) TON 229.9800 21,618.12 209.480 48,176 071 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 155.2800 902,176.80 1,043.590 162,048.66 3,578.010 555,593 072 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 1,081 075 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.7700 41,313.20 971.000 5,602 076 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.1800 2,403.50 714.000 2,984 PROGRAM CAS145 PAGE 4 DATE 04/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 02:26 PM ESTIMATE NO. 019 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 04/20/22 R.E. NAME: DOS SANTOS, FERNANDO DATE OF THIS ESTIMATE 04/20/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.752 2,272.89 17.038 22,103 078 REMOVE ASPHALT CONCRETE DIKE LF 16.8000 4,032.00 372.400 6,256 079 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5200 74,632.00 0.000 0 080 REMOVE BASE AND SURFACING CY 27.7200 49,064.40 513.000 14,220.36 2,307.660 63,968 081 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 405,953.90 110.000 405,953 085 FURNISH PILING (CLASS 90) LF 53.3100 258,340.26 4,846.000 258,340 (ALTERNATIVE V) 086 DRIVE PILE (CLASS 90) EA 3,182.5800 229,145.76 72.000 229,145 (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 719,175.48 198.000 698,023 PILE (SIGN FOUNDATION) 090 PRESTRESSING CAST-IN-PLACE CONCRETE LS 307,330.2200 307,330.22 1.000 307,330 091 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 3,563.000 3,872,054 (F) 093 STRUCTURAL CONCRETE, BRIDGE CY 983.4600 1,135,896.30 22.000 21,636.12 1,155.000 1,135,896 (F) (POLYMER FIBER) 094 STRUCTURAL CONCRETE, RETAINING WALL CY 1,278.6600 317,107.68 248.000 317,107 (F) 095 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,058.1900 371,424.69 351.000 371,424 (F) 096 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,229.3200 521,231.68 424.000 521,231 (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 450,546.18 135.200 375,547 (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 1,570.000 92,991 (F) 101 PTFE SPHERICAL BEARING EA 17,881.0300 143,048.24 8.000 143,048 102 JOINT SEAL (MR 1") LF 55.8800 16,428.72 294.000 16,428.72 294.000 16,428 103 JOINT SEAL ASSEMBLY (MR 4") LF 586.7200 82,727.52 40.000 23,468.80 141.000 82,727 PROGRAM CAS145 PAGE 5 DATE 04/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 02:26 PM ESTIMATE NO. 019 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 04/20/22 R.E. NAME: DOS SANTOS, FERNANDO DATE OF THIS ESTIMATE 04/20/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,450.000 7,524.50 1,241,377.000 1,253,790 (F) 105 BAR REINFORCING STEEL (RETAINING WALL) LB 1.4900 59,468.88 39,912.000 59,468 (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 68,860.000 308,492 (F) 108 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4500 63,913.50 14,670.000 6,601 (F) 109 REMOVE SIGN STRUCTURE (EA) EA 5,768.7000 28,843.50 1.100 6,345.57 2.000 11,537 110 BRIDGE REMOVAL LS 430,262.3000 430,262.30 1.000 430,262 111 12" ALTERNATIVE PIPE CULVERT (TYPE A) LF 114.7900 39,028.60 285.700 32,795 112 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 174.6500 679,388.50 3,064.440 535,204 113 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 121.6400 165,430.40 883.100 107,420 114 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 197.1500 37,458.50 170.300 33,574 115 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 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 43,119.00 148.700 42,745 119 CONCRETE BACKFILL (PIPE TRENCH) CY 615.3200 104,542.87 7.000 4,307.24 179.700 110,573 (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 2,280.000 286,026 122 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 3,296.000 310,779 124 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 96.4100 105,086.90 288.000 27,766 125 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 65,462.40 120.000 65,462 129 24" WELDED STEEL PIPE CASING (BRIDGE) LF 378.9500 78,442.65 207.000 78,442 130 12" WELDED STEEL PIPE (.134" THICK) LF 1,003.1800 14,044.52 14.000 14,044 PROGRAM CAS145 PAGE 6 DATE 04/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 02:26 PM ESTIMATE NO. 019 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 04/20/22 R.E. NAME: DOS SANTOS, FERNANDO DATE OF THIS ESTIMATE 04/20/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 3,746 132 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 67.300 3,681 136 REMOVE PIPE (LF) LF 31.8700 29,639.10 79.000 2,517 137 REMOVE INLET EA 10,202.8400 91,825.56 7.000 71,419 138 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 95.600 19,924 (150 LB, CLASS III, METHOD B) (CY) 146 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.9700 6,029.70 1,042.000 6,220 147 MINOR CONCRETE (CURB) (CY) CY 1,336.2900 160,354.80 6.000 8,017.74 6.000 8,017 148 MINOR CONCRETE (MISCELLANEOUS CY 1,917.2000 153,376.00 5.000 9,586.00 49.600 95,093 CONSTRUCTION) 149 MINOR CONCRETE (STAMPED CONCRETE) SQFT 6.3500 234,124.50 1,964.000 12,471.40 3,645.000 23,145 150 MISCELLANEOUS IRON AND STEEL LB 4.0200 116,547.84 1,642.000 6,600.84 21,720.700 87,317 (F) 151 BRIDGE DECK DRAINAGE SYSTEM LB 11.8500 318,456.90 26,874.000 318,456 (F) 152 PREPARE AND STAIN CONCRETE SQFT 11.1300 0.00 0.000 0 153 OBLITERATE SURFACING SQYD 4.3700 7,429.00 1,438.000 6,284 154 JACKED 36" ALTERNATIVE PIPE CULVERT LF 2,696.3100 1,024,597.80 386.920 1,043,256 155 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 67,382.30 416.000 9,904 PROGRAM CAS145 PAGE 7 DATE 04/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 02:26 PM ESTIMATE NO. 019 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 04/20/22 R.E. NAME: DOS SANTOS, FERNANDO DATE OF THIS ESTIMATE 04/20/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 11,574.40 151.000 10,923 159 REMOVE FENCE LF 7.2400 28,453.20 3,793.000 27,461 160 SALVAGE FENCE LF 6.9200 1,384.00 200.000 1,384 161 RELOCATE GATE EA 964.5900 964.59 1.000 964 162 REMOVE PAVEMENT MARKER EA 1.6900 1,166.10 65.000 109.85 209.000 353 163 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 8.000 809.92 28.000 2,834 167 OBJECT MARKER (TYPE R) EA 105.6900 105.69 1.000 105.69 1.000 105 168 SPECIAL MARKER EA 66.7500 400.50 0.000 0 169 REMOVE ROADSIDE SIGN EA 89.8900 2,516.92 11.000 988 170 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 44,032.40 220.000 4,569 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 4,078.80 103.250 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 (0.080" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 178 RETROREFLECTIVE SHEEING (TYPE XI) SQFT 4.1500 13,114.00 352.250 1,461 179 METAL (BARRIER MOUNTED SIGN) LB 14.6100 8,181.60 560.000 8,181.60 560.000 8,181 180 ROADSIDE SIGN - ONE POST EA 309.0100 7,725.25 2.000 618.02 12.000 3,708 181 ROADSIDE SIGN - TWO POST EA 449.4700 3,146.29 1.000 449 182 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 89.8900 1,078.68 2.000 179.78 3.000 269 METHOD) PROGRAM CAS145 PAGE 8 DATE 04/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 02:26 PM ESTIMATE NO. 019 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 04/20/22 R.E. NAME: DOS SANTOS, FERNANDO DATE OF THIS ESTIMATE 04/20/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,200.000 43,548.00 2,092.000 75,918 187 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 40.4500 0.00 0.000 0 188 VEGETATION CONTROL (MINOR CONCRETE) SQYD 110.8000 104,706.00 450.810 49,949.75 985.810 109,227 189 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 56.1800 1,404.50 25.000 1,404.50 25.000 1,404 190 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 2.000 10,113.16 3.000 15,169 192 END CAP (TYPE A) EA 112.3700 337.11 2.000 224.74 2.000 224 193 END CAP (TYPE TC) EA 140.4600 421.38 2.000 280.92 2.000 280 194 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,011.3200 11,124.52 4.000 4,045.28 7.000 7,079 195 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,932.8900 39,328.90 2.000 7,865.78 6.000 23,597 196 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 183,963.30 307.500 182,479 200 CONCRETE BARRIER (TYPE 60R MODIFIED) LF 1,363.6100 103,634.36 70.000 95,452 (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 2,421.000 473,474 (F) 203 CONCRETE BARRIER (TYPE 842B MODIFIED) LF 312.9200 56,325.60 180.000 56,325 204 REMOVE GUARDRAIL LF 10.1100 3,740.70 69.000 697.59 232.000 2,345 205 REMOVE CONCRETE BARRIER LF 72.4400 52,736.32 718.000 52,011 206 REMOVE CRASH CUSHION EA 2,247.3700 0.00 1.000 2,247.37 1.000 2,247 207 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 04/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 02:26 PM ESTIMATE NO. 019 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 04/20/22 R.E. NAME: DOS SANTOS, FERNANDO DATE OF THIS ESTIMATE 04/20/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,025.000 1,421.75 6,820.000 3,205 213 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 0.007 5,965.41 0.810 690,283 216 MODIFYING TRAFFIC MONITORING STATIONS LS 1,244,312.8100 1,244,312.81 0.144 179,181.04 0.775 964,342 PROGRAM CAS145 PAGE 10 DATE 04/20/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 02:26 PM ESTIMATE NO. 019 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 04/20/22 R.E. NAME: DOS SANTOS, FERNANDO DATE OF THIS ESTIMATE 04/20/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,263,608.11 44,185,346.38 ADJUSTMENT OF COMPENSATION 0.00 466,074.79 EXTRA WORK 70,058.89 1,670,014.48 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,333,667.00 46,321,435.65 217 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 2,333,667.00 50,869,155.86 MATERIALS ON HAND ON SITE -3,768.28 219,195.05 DEDUCTIONS 0.00 -14,369.50 TOTAL 2,329,898.72 51,073,981.41 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 01/03/23 345 35 22 0 80% 66% PROGRESS IS SATISFACTORY DOS SANTOS, FERNANDO RESIDENT ENGINEER