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 01/20/23 EST. NO. 028 TIME 04:01 PM R.E. NAME: LOGRASSO, CASSAUNDRA 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 0083 11,663.53 E.W. @ F.A.(+) 091922 N 0084 0 0084 6,880.76 111022 N 0085 0 0085 2,135.87 120822 N 0086 0 0086 4,070.39 121222 N 0087 0 0087 4,141.50 121222 N 0088 0 0088 14,446.23 121322 N 0089 0 0089 17,501.83 121722 N 0090 0 0090 1,733.85 122022 N 0091 0 0091 10,650.99 121522 N 0092 0 0092 4,068.86 061522 N 0093 0 0093 1,445.71 111821 N 0094 0 0094 3,677.00 073021 N 0095 0 0095 1,927.04 083022 N 0096 0 0096 39,276.56 083122 N 0097 0 0097 684.08 083122 N 0097.1 0098 2,382.39 063022 N 0098 0 0099 13,081.50 121322 N 0099 0 0100 4,445.53 122622 N 0100 0 002 0020 990.11 E.W. @ F.A.(+) 011123 N 0021 0 037 0008 4,272.05 E.W. @ F.A.(+) 080222 N 0008 0 0009 1,405.97 080222 N 0009 0 0010 3,778.75 082522 N 0010 0 0011 5,516.45 082622 N 0011 0 0012 2,989.82 092922 N 0012 0 044 0010 22,555.24 E.W. @ F.A.(+) 062022 N 0010 0 0011 7,566.80 062322 N 0011 0 045 0010 5,280.47 E.W. @ F.A.(+) 072522 N 0010 0 046 0014 9,170.85 E.W. @ F.A.(+) 111822 N 0014 0 0015 3,003.91 111922 N 0015 0 0017 4,793.71 120822 N 0017 0 049 0009 6,374.67 E.W. @ F.A.(+) 100722 N 0009 0 0010 1,362.01 102622 N 0010 0 0011 9,655.66 090922 N 0011 0 0012 3,003.74 092622 N 0012 0 235,933.83 TOTAL THIS ESTIMATE 3,954,851.96 TOTAL PREVIOUS ESTIMATE 4,190,785.79 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 01/20/23 EST. NO. 028 TIME 04:01 PM R.E. NAME: LOGRASSO, CASSAUNDRA 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 01/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 04:01 PM ESTIMATE NO. 028 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 01/06/23 R.E. NAME: LOGRASSO, CASSAUNDRA DATE OF THIS ESTIMATE 01/20/23 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 1.000 11,125 003 TIME-RELATED OVERHEAD (LS) LS 6,849,682.8200 6,849,682.82 1.000 6,849,682 004 DEVELOP WATER SUPPLY LS 425,016.4700 425,016.47 1.000 425,016 005 CONSTRUCTION AREA SIGNS LS 16,068.6700 16,068.67 1.000 16,068 006 TRAFFIC CONTROL SYSTEM LS 1,832,930.1000 1,832,930.10 1.000 1,832,930 007 TYPE III BARRICADE EA 67.4200 606.78 18.000 1,213 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.7000 4,320.00 1,464.000 3,952 009 TEMPORARY TRAFFIC STRIPE (TAPE) LF 4.0500 10,125.00 1,774.000 7,184 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5400 35,100.00 152,664.000 82,438 011 CHANNELIZER (SURFACE MOUNTED) EA 39.3300 15,732.00 433.000 17,029 012 PORTABLE RADAR SPEED FEEDBACK SIGN LS 61,190.6900 61,190.69 1.000 61,190 SYSTEMS 013 TEMPORARY PAVEMENT MARKER EA 4.7300 5,959.80 889.000 4,204 014 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 21,460.000 737,580 016 TEMPORARY CRASH CUSHION MODULE EA 168.5500 4,719.40 2.000 337 017 TEMPORARY ALTERNATIVE CRASH CUSHION EA 5,056.5800 70,792.12 23.000 116,301 018 TEMPORARY TRAFFIC SCREEN LF 5.5100 35,264.00 4,190.000 23,086 019 JOB SITE MANAGEMENT LS 215,374.1700 215,374.17 1.000 215,374 020 PREPARE STORM WATER POLLUTION PREVENTION LS 4,244.4100 4,244.41 0.100 424.44 1.000 4,244 PLAN 021 RAIN EVENT ACTION PLAN EA 305.9500 24,170.05 25.000 7,648 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 383.8300 18,807.67 12.000 4,605 PROGRAM CAS145 PAGE 2 DATE 01/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 04:01 PM ESTIMATE NO. 028 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 01/06/23 R.E. NAME: LOGRASSO, CASSAUNDRA DATE OF THIS ESTIMATE 01/20/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 2,214 024 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 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 97.000 22,266 029 TEMPORARY FIBER ROLL LF 5.4000 140,940.00 35,712.000 192,844 030 TEMPORARY REINFORCED SILT FENCE LF 12.0000 20,400.00 2,944.000 35,328 031 TEMPORARY CONSTRUCTION ENTRANCE EA 18,983.1900 189,831.90 12.000 227,798 032 STREET SWEEPING LS 514,475.4600 514,475.46 1.000 514,475 033 TEMPORARY CONCRETE WASHOUT LS 95,032.8700 95,032.87 1.000 95,032 034 TEMPORARY DIVERSION SYSTEM EA 22,512.7700 90,051.08 4.000 90,051 035 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 11,860.000 1,423 038 NOISE MONITORING LS 6,119.0700 6,119.07 0.060 367 039 REMOVE CONCRETE (CY) CY 257.0800 179,956.00 748.000 192,295 040 CLEARING AND GRUBBING (LS) LS 225,460.3400 225,460.34 1.000 225,460 041 ROADWAY EXCAVATION CY 39.7000 4,406,700.00 111,000.000 4,406,700 042 ROADWAY EXCAVATION (DETOUR REMOVAL) CY 23.7900 70,418.40 2,960.000 70,418 043 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 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 2,299.300 64,794 048 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.5700 10,495.80 4,870.300 17,386 CLASS B1 049 8" PLASTIC PIPE (SCHEDULE 40) LF 167.0700 84,570.83 15.000 2,506.05 506.000 84,537 (F) (SUPPLY LINE) PROGRAM CAS145 PAGE 3 DATE 01/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 04:01 PM ESTIMATE NO. 028 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 01/06/23 R.E. NAME: LOGRASSO, CASSAUNDRA DATE OF THIS ESTIMATE 01/20/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 13,093.50 350.000 13,093 (SUPPLY LINE) 051 8" CORRUGATED HIGH DENSITY LF 120.4000 36,120.00 300.000 36,120 POLYETHYLENE PIPE CONDUIT 052 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 423.4700 2,117.35 9.000 3,811 053 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6200 212,040.00 301,524.000 186,944 054 EROSION CONTROL WIRE MESH (BLANKET) SQFT 10.3900 685,740.00 0.000 0 055 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.5100 52,020.00 107,271.000 54,708 056 HYDROMULCH SQFT 0.0500 36,950.00 70,396.000 3,519.80 673,047.000 33,652 057 FIBER ROLLS LF 2.8200 119,286.00 23,753.000 66,983 058 HYDROSEED SQFT 0.0900 66,510.00 70,372.000 6,333.48 673,047.000 60,574 059 COMPOST (CY) CY 47.6000 139,468.00 1,438.750 68,484 060 INCORPORATE MATERIALS SQFT 0.0500 28,550.00 294,060.000 14,703 061 LIME TON 236.2100 457,066.35 1,551.300 366,432 062 LIME STABILIZED SOIL SQYD 17.5400 677,044.00 31,621.700 554,644 063 CLASS 2 AGGREGATE SUBBASE CY 54.6900 66,174.90 3,149.000 172,218 064 CLASS 2 AGGREGATE BASE (CY) CY 125.6200 322,215.30 2,720.220 341,714 065 LEAN CONCRETE BASE CY 239.3500 2,315,232.55 10,880.730 2,604,302 066 RAPID STRENGTH CONCRETE BASE CY 695.5700 619,057.30 998.000 694,178 067 BASE BOND BREAKER SQYD 7.6700 651.95 85.650 656 068 PREPAVING INERTIAL PROFILER LS 3,616.9000 3,616.90 1.000 3,616.90 1.000 3,616 069 HOT MIX ASPHALT (TYPE A) TON 108.5700 2,203,971.00 19,742.240 2,143,415 070 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 5,758.590 894,193 072 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 145.8200 885,856.50 7,013.420 1,022,696 (OPEN GRADED FRICTION COURSE) 073 DATA CORE LS 5,564.4600 5,564.46 1.000 5,564.46 1.000 5,564 074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.5100 2,421.90 814.000 2,857 075 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.7700 41,313.20 7,338.000 42,340 076 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.1800 2,403.50 796.000 3,327 PROGRAM CAS145 PAGE 4 DATE 01/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 04:01 PM ESTIMATE NO. 028 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 01/06/23 R.E. NAME: LOGRASSO, CASSAUNDRA DATE OF THIS ESTIMATE 01/20/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 79.092 102,606 078 REMOVE ASPHALT CONCRETE DIKE LF 16.8000 4,032.00 610.400 10,254 079 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5200 74,632.00 57,910.000 88,023 080 REMOVE BASE AND SURFACING CY 27.7200 49,064.40 2,616.300 72,523 081 MECHANICALLY STABILIZED EMBANKMENT SQFT 125.3900 2,959,204.00 23,600.000 2,959,204 082 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 719,175.48 228.000 803,784 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 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 450,546.18 181.920 505,322 (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 16,428 103 JOINT SEAL ASSEMBLY (MR 4") LF 586.7200 82,727.52 141.000 82,727 PROGRAM CAS145 PAGE 5 DATE 01/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 04:01 PM ESTIMATE NO. 028 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 01/06/23 R.E. NAME: LOGRASSO, CASSAUNDRA DATE OF THIS ESTIMATE 01/20/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 636,294.40 156,700.000 702,016 (F) 108 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4500 63,913.50 156,700.000 70,515 (F) 109 REMOVE SIGN STRUCTURE (EA) EA 5,768.7000 28,843.50 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 4,375.540 764,188 113 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 121.6400 165,430.40 1,351.100 164,347 114 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 197.1500 37,458.50 190.000 37,458 115 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 1,650.000 432,234 117 36" ALTERNATIVE PIPE CULVERT (TYPE A) LF 295.5200 156,625.60 538.300 159,078 118 36" ALTERNATIVE PIPE CULVERT (TYPE B) LF 287.4600 43,119.00 148.700 42,745 119 CONCRETE BACKFILL (PIPE TRENCH) CY 615.3200 104,542.87 249.640 153,608 (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 19,957.10 230.000 19,957 123 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 94.2900 327,186.30 3,470.000 327,186 124 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 96.4100 105,086.90 1,074.700 103,611 125 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 80.000 5,313 128 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 01/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 04:01 PM ESTIMATE NO. 028 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 01/06/23 R.E. NAME: LOGRASSO, CASSAUNDRA DATE OF THIS ESTIMATE 01/20/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.000 4,683 132 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 2.000 2,927 134 ABANDON CULVERT (LF) LF 10.1000 11,413.00 1,122.800 11,340 135 REMOVE CULVERT (LF) LF 54.7100 12,583.30 244.100 13,354 136 REMOVE PIPE (LF) LF 31.8700 29,639.10 930.000 29,639 137 REMOVE INLET EA 10,202.8400 91,825.56 9.000 91,825 138 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 1.000 8,673 141 REMOVE CONCRETE (CHANNEL) CY 301.2100 3,012.10 3.000 903 142 SAND BACKFILL CY 141.8200 19,854.80 86.200 12,224 143 SLOPE PAVING (GRASS EFFECT) SQFT 34.7200 284,773.44 8,202.000 284,773 144 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 35,431.40 168.600 35,139 (150 LB, CLASS III, METHOD B) (CY) 146 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.9700 6,029.70 1,141.200 6,812 147 MINOR CONCRETE (CURB) (CY) CY 1,336.2900 160,354.80 126.940 169,628 148 MINOR CONCRETE (MISCELLANEOUS CY 1,917.2000 153,376.00 84.800 162,578 CONSTRUCTION) 149 MINOR CONCRETE (STAMPED CONCRETE) SQFT 6.3500 234,124.50 45,056.000 286,105 150 MISCELLANEOUS IRON AND STEEL LB 4.0200 116,547.84 31,513.000 126,682 (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 2,800.000 31,164 153 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 3,480.000 82,858 PROGRAM CAS145 PAGE 7 DATE 01/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 04:01 PM ESTIMATE NO. 028 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 01/06/23 R.E. NAME: LOGRASSO, CASSAUNDRA DATE OF THIS ESTIMATE 01/20/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,837.400 35,022 160 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 1,166.10 209.000 353 163 DELINEATOR (CLASS 1) EA 55.6300 2,781.50 79.000 4,394 164 DELINEATOR (CLASS 2) EA 66.7500 2,803.50 15.000 1,001 165 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.4000 8,046.00 1,276.000 6,890 166 OBJECT MARKER (TYPE P) EA 101.2400 2,531.00 34.000 3,442 167 OBJECT MARKER (TYPE R) EA 105.6900 105.69 1.000 105 168 SPECIAL MARKER EA 66.7500 400.50 6.000 400 169 REMOVE ROADSIDE SIGN EA 89.8900 2,516.92 46.000 4,134 170 REMOVE ROADSIDE SIGN EA 56.1800 505.62 4.000 224 (STRAP AND SADDLE BRACKET METHOD) 171 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 20.7700 44,032.40 2,340.000 48,601 FOR RETROREFLECTIVE SHEETING (TYPE XI) 172 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 33.7100 6,067.80 180.000 6,067 FOR RETROREFLECTIVE SHEETING (TYPE XI) 173 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 33.7100 9,101.70 420.000 14,158 FOR RETROREFLECTIVE SHEETING (TYPE XI) 174 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.5400 4,078.80 370.000 6,859 (0.063" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 175 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.8000 2,006.00 180.000 2,124 (0.080" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 176 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.4700 2,157.12 96.000 2,157 (0.063" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 177 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.6000 3,068.00 130.000 3,068 (0.080" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 178 RETROREFLECTIVE SHEEING (TYPE XI) SQFT 4.1500 13,114.00 3,690.000 15,313 179 METAL (BARRIER MOUNTED SIGN) LB 14.6100 8,181.60 560.000 8,181 180 ROADSIDE SIGN - ONE POST EA 309.0100 7,725.25 37.000 11,433 181 ROADSIDE SIGN - TWO POST EA 449.4700 3,146.29 9.000 4,045 182 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 89.8900 1,078.68 17.000 1,528 METHOD) PROGRAM CAS145 PAGE 8 DATE 01/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 04:01 PM ESTIMATE NO. 028 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 01/06/23 R.E. NAME: LOGRASSO, CASSAUNDRA DATE OF THIS ESTIMATE 01/20/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 12,684.40 380.000 12,684 184 INSTALL ROADSIDE SIGN EA 1,460.7900 5,843.16 4.000 5,843 (LAMINATED WOOD BOX POST) 185 FURNISH LAMINATED WOOD POST (TYPE M) EA 3,932.8900 15,731.56 4.000 15,731 186 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 36.2900 75,737.23 2,755.000 99,978 187 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 40.4500 0.00 487.500 19,719 188 VEGETATION CONTROL (MINOR CONCRETE) SQYD 110.8000 104,706.00 1,520.490 168,470 189 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 56.1800 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 3.000 15,169 192 END CAP (TYPE A) EA 112.3700 337.11 4.000 449 193 END CAP (TYPE TC) EA 140.4600 421.38 3.000 421 194 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,011.3200 11,124.52 13.000 13,147 195 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,932.8900 39,328.90 12.000 47,194 196 CRASH CUSHION (TYPE SMART SC1100GM) EA 47,784.6400 95,569.28 2.000 95,569 197 CONCRETE BARRIER (TYPE 60M) LF 120.9700 0.00 1,123.000 135,849 198 CONCRETE BARRIER (TYPE 60MC) LF 224.6100 226,856.10 1,010.000 226,856 199 CONCRETE BARRIER (TYPE 60MSF) LF 593.4300 183,963.30 310.000 183,963 200 CONCRETE BARRIER (TYPE 60R MODIFIED) LF 1,363.6100 103,634.36 76.000 103,634 (F) 201 CONCRETE BARRIER TRANSITION LF 182.5500 0.00 50.000 9,127 (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 3,740.70 762.000 7,703 205 REMOVE CONCRETE BARRIER LF 72.4400 52,736.32 730.000 52,881 206 REMOVE CRASH CUSHION EA 2,247.3700 0.00 1.000 2,247 207 THERMOPLASTIC PAVEMENT MARKING SQFT 13.5100 24,453.10 2,127.000 28,735 (ENHANCED WET NIGHT VISIBILITY) 208 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0100 27,674.00 28,940.000 29,229 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) PROGRAM CAS145 PAGE 9 DATE 01/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 04:01 PM ESTIMATE NO. 028 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 01/06/23 R.E. NAME: LOGRASSO, CASSAUNDRA DATE OF THIS ESTIMATE 01/20/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,187.000 4,228 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 210 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2900 41,151.00 25,654.000 33,093 (ENHANCED WET NIGHT VISIBILITY) 211 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.7000 11,272.50 6,009.000 16,224 (ENHANCED WET NIGHT VISIBILITY) 212 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4700 14,382.00 21,288.000 10,005 213 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.7000 1,431.00 298.000 804 214 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 1.000 852,201 216 MODIFYING TRAFFIC MONITORING STATIONS LS 1,244,312.8100 1,244,312.81 1.000 1,244,312 PROGRAM CAS145 PAGE 10 DATE 01/20/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5394 TIME 04:01 PM ESTIMATE NO. 028 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 01/06/23 R.E. NAME: LOGRASSO, CASSAUNDRA DATE OF THIS ESTIMATE 01/20/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 21,965.13 55,877,087.51 ADJUSTMENT OF COMPENSATION 0.00 1,335,673.93 EXTRA WORK 235,933.83 2,855,111.86 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 257,898.96 60,067,873.30 217 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 257,898.96 64,615,593.51 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -14,369.50 TOTAL 257,898.96 64,601,224.01 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 01/06/23 520 38 22 0 99% 100% PROGRESS IS SATISFACTORY LOGRASSO, CASSAUNDRA RESIDENT ENGINEER