PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 05/23/24 EST. NO. 012 TIME 02:48 PM R.E. NAME: MALLORY NICHOLE 02-3H32U4 --------------------------------------------------------------------------- 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 05/23/24 EST. NO. 012 TIME 02:48 PM R.E. NAME: MALLORY NICHOLE 02-3H32U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PERFORMANCE FAILURE -20,000.00 004 REJECT JPCP WITHHOLD -50,000.00 004 OUT OF STATE INSPEC -5,000.00 006 RTN FOR PERFORMANCE 20,000.00 006 11/7/23 HMA DENSITY -3,941.75 006 7/13/23 HMA DENSITY -4,434.47 006 0.00 -63,376.22 LABOR COMPLIANCE VIOLATION DEDUCT LTTR 8/23 -10,000.00 003 DEDUCT LTTR 10/23 -10,000.00 005 DEDUCT LTTR 2/24 -10,000.00 009 RTN LTTR 8/23 10,000.00 009 RTN LTTR 10/23 10,000.00 009 DEDUCT LTTR 3/24 -10,000.00 010 DEDUCT LTTR 4/24 -3,000.00 011 RTN DEDUCT LTR 3/24 10,000.00 011 DEDUCT LTTR 5/24 -10,000.00 012 -10,000.00 -23,000.00 TOTAL DEDUCTIONS -10,000.00 -86,376.22 PROGRAM CAS145 PAGE 1 DATE 05/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 02:48 PM ESTIMATE NO. 012 BID OPENING 02/24/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: MALLORY NICHOLE DATE OF THIS ESTIMATE 05/23/24 LOCATION RERUN PROGRESS ESTIMATE 02-SIS-5-2.5/R15.9 ----------------------- WALSH-MYERS JOINT VENTURE SISKIYOU COUNTY AT AND NEAR DUNSMUIR FROM 929 W ADAMS STREET CENTRAL DUNSMUIR UNDERCROSSING TO BLACK CHICAGO IL 60607 BUTTE OVERHEAD FED. AID NO. ACNH-059(181)E PAVEMENT REHABILITATION AND DECK REPLACEME ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,595.0000 1,595.00 0.000 0 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 153,638.1000 153,638.10 0.500 76,819 003 TIME-RELATED OVERHEAD (LS) LS 8,614,686.3000 8,614,686.30 0.040 344,587.45 0.390 3,359,727 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 84,000.00 1.000 6,000.00 4.000 24,000 005 HOURLY OFF-SITE HR 200.0000 28,000.00 2.000 400.00 11.500 2,300 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 277,832.7600 277,832.76 0.040 11,113.31 0.390 108,354 007 CONSTRUCTION AREA SIGNS LS 71,500.0000 71,500.00 0.021 1,501.50 0.453 32,389 008 TRAFFIC CONTROL SYSTEM LS 1,603,597.6000 1,603,597.60 0.040 64,143.90 0.390 625,403 009 UPRR PREQUALIFIED FLAGGING LS 309,760.0000 309,760.00 0.089 27,568.64 1.000 309,760 010 FLASHING ARROW SIGN EA 14,300.0000 143,000.00 7.000 100,100 011 TYPE III BARRICADE EA 520.9400 6,251.28 0.000 0 012 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.7800 7,571.80 33.000 190.74 621.000 3,589 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4200 221,340.00 8,053.000 3,382.26 318,571.000 133,799 014 PLASTIC TRAFFIC DRUMS EA 72.9100 37,913.20 20.000 1,458.20 602.000 43,891 015 PORTABLE RADAR SPEED FEEDBACK SIGN EA 30.8400 92,520.00 180.000 5,551.20 772.000 23,808 SYSTEM DAY 016 PORTABLE FLASHING BEACONS (EA) EA 2,513.2500 2,513.25 0.000 0 017 TEMPORARY PAVEMENT MARKER EA 8.8000 2,640.00 0.000 0 018 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 177,100.0000 177,100.00 0.040 7,084.00 0.390 69,069 019 TEMPORARY AUTOMATED END OF QUEUE WARNING EA 220.0100 66,003.00 153.000 33,661.53 475.000 104,504 SYSTEM (TYPE 1) DAY 020 TEMPORARY RAILING (TYPE K) LF 17.3000 2,473,900.00 3,520.000 60,896.00 87,700.000 1,517,210 021 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 7,700.0100 177,100.23 2.000 15,400.02 14.000 107,800 022 JOB SITE MANAGEMENT LS 680,560.6200 680,560.62 0.040 27,222.42 0.390 265,418 PROGRAM CAS145 PAGE 2 DATE 05/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 02:48 PM ESTIMATE NO. 012 BID OPENING 02/24/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: MALLORY NICHOLE DATE OF THIS ESTIMATE 05/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PREPARE STORM WATER POLLUTION PREVENTION LS 6,050.0000 6,050.00 0.500 3,025 PLAN 024 RAIN EVENT ACTION PLAN EA 500.0000 7,500.00 2.000 1,000.00 20.000 10,000 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 825.0000 15,675.00 24.000 19,800 026 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 027 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,130.7500 22,615.00 2.000 2,261 CONTROL) 028 TEMPORARY HYDRAULIC MULCH SQYD 0.5200 31,200.00 62,633.000 32,569 029 TEMPORARY CHECK DAM LF 11.0000 13,200.00 101.500 1,116 030 TEMPORARY DRAINAGE INLET PROTECTION EA 357.5000 85,800.00 1.000 357.50 46.000 16,445 031 TEMPORARY FIBER ROLL LF 9.0500 362,000.00 4,742.000 42,915.10 8,466.000 76,617 032 TEMPORARY REINFORCED SILT FENCE LF 16.9600 2,544.00 0.000 0 033 TEMPORARY CONSTRUCTION ENTRANCE EA 7,666.9700 30,667.88 0.000 0 034 STREET SWEEPING LS 824,568.3500 824,568.35 0.040 32,982.73 0.390 321,581 035 TEMPORARY CONCRETE WASHOUT LS 222,709.5400 222,709.54 0.040 8,908.38 0.390 86,856 036 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 825.0000 214,500.00 3.000 2,475.00 43.000 35,475 037 WATER QUALITY ANNUAL REPORT EA 660.0000 3,960.00 0.000 0 038 TREATED WOOD WASTE LB 0.2100 43,050.00 111,720.000 23,461 039 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 1,148.8600 119,481.44 13.000 14,935.18 59.000 67,782 040 NATURAL RESOURCE PROTECTION PLAN LS 4,532.0000 4,532.00 1.000 4,532 041 INVASIVE SPECIES CONTROL LS 49,781.3600 49,781.36 0.248 12,345 042 REMOVE CONCRETE (CY) CY 276.0200 16,561.20 0.000 0 043 TEMPORARY HIGH-VISIBILITY FENCE LF 11.0800 12,188.00 296.000 3,279.68 931.000 10,315 044 CLEARING AND GRUBBING (LS) LS 99,858.0000 99,858.00 0.300 29,957.40 0.600 59,914 045 ROADWAY EXCAVATION CY 47.1100 10,175,760.00 46,231.570 2,177,969.26 145,795.550 6,868,428 046 SHOULDER BACKING TON 77.0000 677,600.00 758.650 58,416.05 1,577.640 121,478 047 STRUCTURE EXCAVATION (BRIDGE) CY 477.6400 21,923.68 3.900 1,862.80 10.900 5,206 (F) 048 STRUCTURE BACKFILL (BRIDGE) CY 1,084.8100 37,968.35 3.200 3,471.39 8.000 8,678 (F) 049 DITCH EXCAVATION CY 275.0000 33,000.00 66.400 18,260 PROGRAM CAS145 PAGE 3 DATE 05/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 02:48 PM ESTIMATE NO. 012 BID OPENING 02/24/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: MALLORY NICHOLE DATE OF THIS ESTIMATE 05/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.3300 363,000.00 381,150.000 125,779 051 FIBER REINFORCED MATRIX (SQFT) SQFT 0.2500 275,000.00 381,150.000 95,287 052 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 1.6800 19,152.00 0.000 0 053 COMPOST (CY) CY 197.8800 5,540.64 0.000 0 054 INCORPORATE MATERIALS SQFT 1.1200 2,564.80 0.000 0 055 FINISHING ROADWAY LS 110,000.0000 110,000.00 0.250 27,500 056 CLASS 2 AGGREGATE BASE (CY) CY 73.7000 3,228,060.00 8,156.870 601,161.32 36,409.980 2,683,415 057 REPLACE ASPHALT CONCRETE SURFACING CY 749.6400 239,884.80 58.890 44,146.30 1,292.730 969,082 058 HOT MIX ASPHALT (TYPE A) TON 157.6700 11,273,405.00 16,913.990 2,666,828.80 51,958.680 8,192,325 059 DATA CORE LS 20,570.0000 20,570.00 0.000 0 060 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.3000 8,448.00 0.000 0 061 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.3000 10,065.00 0.000 0 062 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 37.4000 175,032.00 6,199.160 231,848 AREA) 063 TACK COAT TON 1,962.4000 35,323.20 2.000 3,924 064 REMOVE ASPHALT CONCRETE DIKE LF 4.9500 16,483.50 0.000 0 065 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 14.4800 531,416.00 16,496.000 238,862.08 18,161.000 262,971 066 JOINTED PLAIN CONCRETE PAVEMENT CY 378.2400 43,119,360.00 11,905.800 4,503,249.79 50,327.400 19,035,835 067 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 1,077.3800 1,939,284.00 148.210 159,678.49 217.790 234,642 068 JOINT SEAL (SILICONE) LF 5.9800 2,093,000.00 31,173.000 186,414.54 150,894.500 902,349 069 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 5.5000 68,200.00 978.000 5,379.00 5,107.000 28,088 070 GRIND EXISTING CONCRETE PAVEMENT SQYD 13.6000 323,680.00 0.000 0 071 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 2,354.5900 612,193.40 0.000 0 (SIGN FOUNDATION) 072 STRUCTURAL CONCRETE, BRIDGE CY 5,585.1100 2,084,363.05 5.200 29,042.57 15.200 84,893 (F) 073 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 3,114.0400 2,584,653.20 45.000 140,131.80 55.000 171,272 (F) FIBER) 074 AGGREGATE BASE (APPROACH SLAB) CY 834.9800 31,729.24 27.000 22,544.46 27.000 22,544 075 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,840.1500 688,216.10 270.000 496,840.50 270.000 496,840 R) 076 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,199.0600 336,344.71 14.500 60,886.37 55.200 231,788 (F) PROGRAM CAS145 PAGE 4 DATE 05/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 02:48 PM ESTIMATE NO. 012 BID OPENING 02/24/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: MALLORY NICHOLE DATE OF THIS ESTIMATE 05/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 DRILL AND BOND DOWEL LF 37.3900 33,090.15 642.000 24,004.38 885.000 33,090 078 CLEAN EXPANSION JOINT LF 42.9000 12,912.90 0.000 0 079 JOINT SEAL (MR 1/2") LF 90.2000 26,699.20 0.000 0 080 JOINT SEAL (MR 1") LF 103.4000 12,925.00 0.000 0 081 JOINT SEAL (MR 1 1/2") LF 173.8000 57,527.80 0.000 0 082 JOINT SEAL (MR 2") LF 216.7000 37,922.50 0.000 0 083 JOINT SEAL (TYPE AL) LF 59.4000 35,105.40 0.000 0 084 BAR REINFORCING STEEL (BRIDGE) LB 2.1300 148,497.21 0.000 0 (F) 085 BAR REINFORCING STEEL (BRIDGE, EPOXY LB 2.8100 1,114,302.69 7,303.000 20,521.43 9,182.000 25,801 COATED) 086 BAR REINFORCING STEEL (BRIDGE, STAINLESS LB 5.4500 19,761.70 2,967.000 16,170.15 3,626.000 19,761 STEEL) 087 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 7.1600 1,510,760.00 0.000 0 088 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.5500 116,050.00 0.000 0 089 ALUMINUM WALKWAY GRATING (VERSATILE SQFT 99.1000 149,641.00 0.000 0 TRUSS) 090 PUBLIC SAFETY PLAN LS 16,552.1000 16,552.10 0.000 0 091 REMOVE POLYESTER CONCRETE OVERLAY SQFT 3.3000 101,531.10 2,455.900 8,104.47 3,730.400 12,310 092 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.1000 58,384.70 16,632.970 18,296.27 17,044.970 18,749 093 REFINISH BRIDGE DECK SQFT 16.5000 49,615.50 0.000 0 094 FURNISH POLYESTER CONCRETE OVERLAY CF 104.8300 437,979.74 1,879.760 197,055.24 1,973.360 206,867 095 FURNISH POLYESTER CONCRETE OVERLAY CF 104.8300 2,253,845.00 114.600 12,013 (HIGHWAY) 096 PLACE POLYESTER CONCRETE OVERLAY SQFT 6.6200 351,369.74 16,632.970 110,110.26 17,044.970 112,837 (F) 097 PLACE POLYESTER CONCRETE OVERLAY SQFT 1.7100 376,200.00 3,111.000 5,319 (HIGHWAY) 098 BRIDGE REMOVAL (PORTION), LOCATION A LS 7,807,940.4000 7,807,940.40 0.012 93,695.28 0.384 2,998,249 099 BRIDGE REMOVAL (PORTION), LOCATION B LS 155,453.6700 155,453.67 1.000 155,453 100 BRIDGE REMOVAL (PORTION), LOCATION C LS 63,905.3600 63,905.36 1.000 63,905 101 BRIDGE REMOVAL (PORTION), LOCATION D LS 42,513.1700 42,513.17 0.990 42,088.04 1.000 42,513 102 BRIDGE REMOVAL (PORTION), LOCATION E LS 58,869.0000 58,869.00 1.000 58,869 103 CONCRETE COLLAR EA 620.8100 5,587.29 1.000 620.81 5.000 3,104 PROGRAM CAS145 PAGE 5 DATE 05/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 02:48 PM ESTIMATE NO. 012 BID OPENING 02/24/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: MALLORY NICHOLE DATE OF THIS ESTIMATE 05/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 24" TEMPORARY CULVERT LF 99.0000 433,620.00 4,463.000 441,837 105 18" REINFORCED CONCRETE PIPE LF 390.2300 93,655.20 10.000 3,902.30 235.000 91,704 106 24" REINFORCED CONCRETE PIPE LF 443.4400 350,317.60 409.500 181,588.68 581.500 257,860 107 24" POLYMERIC SHEET COATED CORRUGATED LF 372.4900 52,148.60 12.000 4,469 STEEL PIPE (.109" THICK) 108 18" POLYMERIC SHEET COATED CORRUGATED LF 354.7500 81,592.50 240.000 85,140.00 240.000 85,140 STEEL SPIRAL RIB PIPE (.138" THICK) 109 18" POLYMERIC SHEET COATED CORRUGATED LF 295.6300 118,252.00 188.000 55,578.44 409.000 120,912 STEEL PIPE DOWNDRAIN (0.109" THICK) 110 FLUME DOWNDRAIN LF 473.0000 3,311.00 6.800 3,216 111 18" TAPERED INLET EA 1,537.2500 7,686.25 1.000 1,537 112 ANCHOR ASSEMBLY EA 1,478.1300 42,865.77 18.000 26,606.34 35.000 51,734 113 FLUME ANCHOR ASSEMBLY EA 1,123.3800 11,233.80 2.000 2,246 114 REMOVE OVERSIDE DRAIN EA 1,892.0000 13,244.00 4.000 7,568.00 4.000 7,568 115 REMOVE CULVERT (LF) LF 118.2500 63,855.00 223.000 26,369.75 345.800 40,890 116 REMOVE INLET EA 3,251.8800 39,022.56 11.000 35,770 117 ADJUST INLET EA 2,956.2500 2,956.25 1.000 2,956 118 24" CURED-IN-PLACE PIPELINER LF 667.7600 73,453.60 0.000 0 119 MINOR CONCRETE (INVERT PAVING) CY 11,233.7600 5,616.88 0.500 5,616 120 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 514.3900 20,575.60 30.600 15,740 METHOD B) (CY) 121 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.7300 364.21 85.000 402 122 MINOR CONCRETE (CURB) (CY) CY 1,292.5000 1,783,650.00 98.670 127,530.98 672.680 869,438 123 MINOR CONCRETE (MISCELLANEOUS CY 880.0000 5,280.00 15.560 13,692 CONSTRUCTION) 124 MINOR CONCRETE (COLORED CONCRETE) CY 1,606.0000 610,280.00 45.000 72,270 125 MISCELLANEOUS IRON AND STEEL LB 5.9100 95,062.35 2,838.000 16,772.58 11,357.000 67,119 (F) 126 ACCESS DOOR ASSEMBLY EA 3,812.8300 7,625.66 0.000 0 127 MISCELLANEOUS METAL (BRIDGE) LB 20.4300 223,218.18 0.000 0 (F) 128 BRIDGE DECK DRAINAGE SYSTEM LB 29.2200 77,520.66 0.000 0 (F) 129 RELOCATION OF WATERLINE (TEMPORARY) LS 195,010.2000 195,010.20 1.000 195,010 130 WATER SUPPLY LINE LS 463,309.2000 463,309.20 0.000 0 PROGRAM CAS145 PAGE 6 DATE 05/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 02:48 PM ESTIMATE NO. 012 BID OPENING 02/24/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: MALLORY NICHOLE DATE OF THIS ESTIMATE 05/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 REMOVE PAVEMENT MARKER EA 2.4800 9,349.60 1,612.000 3,997 132 DELINEATOR (CLASS 2) EA 38.5000 30,030.00 193.000 7,430 133 PAVEMENT MARKER EA 30.8000 265,188.00 973.000 29,968 (RETROREFLECTIVE-RECESSED) 134 MILEPOST MARKER EA 82.5000 4,455.00 7.000 577 135 MARKER (CULVERT) EA 66.0000 3,762.00 19.000 1,254 136 TREATMENT BEST MANAGEMENT PRACTICE EA 110.0000 4,840.00 0.000 0 MARKER 137 CONCRETE BARRIER MARKER EA 27.5000 2,200.00 0.000 0 138 OBJECT MARKER (TYPE P) EA 137.5000 2,612.50 0.000 0 139 OBJECT MARKER (TYPE L-1) EA 110.0000 990.00 1.000 110 140 REMOVE MARKER EA 27.5000 550.00 6.000 165 141 REMOVE ROADSIDE SIGN (WOOD POST) EA 77.0000 3,927.00 0.000 0 142 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 82.5000 1,320.00 0.000 0 BRACKET METHOD) 143 REMOVE ROADSIDE SIGN PANEL EA 165.0000 330.00 0.000 0 144 REMOVE ROADSIDE SIGN (STEEL POST) EA 3,025.0000 18,150.00 0.000 0 145 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 41.2500 18,562.50 0.000 0 146 FURNISH LAMINATED PANEL SIGN (2 SQFT 47.3000 33,110.00 0.000 0 1/2"-TYPE B) 147 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 26.4000 2,164.80 0.000 0 (0.063"-UNFRAMED) 148 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.8800 7,152.00 0.000 0 (0.080"-UNFRAMED) 149 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 41.8000 4,598.00 0.000 0 (0.063"-FRAMED) 150 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 33.0000 15,510.00 0.000 0 (0.080"-FRAMED) 151 METAL (BARRIER MOUNTED SIGN) LB 13.2000 6,864.00 0.000 0 152 ROADSIDE SIGN - ONE POST EA 407.0000 8,954.00 0.000 0 153 ROADSIDE SIGN - TWO POST EA 1,045.0000 15,675.00 0.000 0 154 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 121.0000 2,662.00 0.000 0 METHOD) 155 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 121.0000 1,573.00 0.000 0 POST 156 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 13,200.0000 171,600.00 0.000 0 BOX POST) 157 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 35.2000 53,856.00 178.500 6,283 PROGRAM CAS145 PAGE 7 DATE 05/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 02:48 PM ESTIMATE NO. 012 BID OPENING 02/24/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: MALLORY NICHOLE DATE OF THIS ESTIMATE 05/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 37.9500 436,425.00 7,664.500 290,867 159 VEGETATION CONTROL (MINOR CONCRETE) SQYD 44.0000 435,600.00 0.000 0 160 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 237.0700 277,371.90 536.000 127,069.52 536.000 127,069 (F) 161 TUBULAR BICYCLE RAILING LF 170.5000 64,278.50 127.000 21,653 (F) 162 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 77.0000 34,650.00 96.000 7,392 POST) 163 CONCRETE BARRIER (TYPE 60M MODIFIED) LF 346.1000 4,153.20 0.000 0 164 TRANSITION RAILING (TYPE WB-31) EA 4,400.0000 83,600.00 3.000 13,200 165 RAIL TENSIONING ASSEMBLY EA 907.5000 4,537.50 1.000 907 166 END CAP (TYPE TC) EA 165.0000 165.00 0.000 0 167 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 825.0000 4,125.00 1.000 825 168 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,180.0000 58,520.00 5.000 20,900 169 CRASH CUSHION (TYPE CAT) EA 8,630.2600 8,630.26 0.000 0 170 MAX-TENSION MEDIAN TERMINAL SYSTEM EA 9,900.0000 49,500.00 1.000 9,900 171 CONCRETE BARRIER (TYPE 60M) LF 347.2700 45,145.10 0.000 0 172 CONCRETE BARRIER (TYPE 60MC) LF 461.0900 419,591.90 0.000 0 173 CONCRETE BARRIER (TYPE 60MF) LF 959.7100 80,615.64 68.500 65,740 174 CONCRETE BARRIER (TYPE 60MGF) LF 815.5500 154,954.50 91.000 74,215.05 185.000 150,876 175 CONCRETE BARRIER (TYPE 60MA MODIFIED) LF 324.9900 204,093.72 0.000 0 176 RELOCATE PORTABLE CONCRETE BARRIER (TYPE LF 10.8900 25,047.00 575.000 6,261 60K) 177 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 380.6600 699,272.42 931.000 354,394.46 1,185.000 451,082 (F) 178 REMOVE GUARDRAIL LF 1.8700 26,367.00 13,379.250 25,019 179 SALVAGE METAL BRIDGE RAILING LF 25.3800 13,806.72 544.000 13,806 180 REMOVE CONCRETE BARRIER LF 48.8400 127,960.80 609.000 29,743 181 THERMOPLASTIC PAVEMENT MARKING SQFT 9.9000 14,355.00 0.000 0 182 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 13.2000 9,900.00 0.000 0 183 REMOVE TRAFFIC STRIPE (HIGH-PRESSURE LF 0.6100 150,670.00 127,166.000 77,571 WATER BLASTING) 184 12" RUMBLE STRIP (CONCRETE PAVEMENT) STA 58.3000 54,219.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 05/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 02:48 PM ESTIMATE NO. 012 BID OPENING 02/24/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: MALLORY NICHOLE DATE OF THIS ESTIMATE 05/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 6" METHYL METHACRYLATE PAINT TRAFFIC LF 4.7300 35,238.50 0.000 0 STRIPE 186 6" METHYL METHACRYLATE PAINT TRAFFIC LF 1.5400 924.00 0.000 0 STRIPE (BROKEN 17-7) 187 6" METHYL METHACRYLATE PAINT TRAFFIC LF 1.5400 8,485.40 0.000 0 STRIPE (BROKEN 36-12) 188 6" METHYL METHACRYLATE PAINT TRAFFIC LF 5.1700 1,571,680.00 0.000 0 STRIPE (RECESSED) 189 6" METHYL METHACRYLATE PAINT TRAFFIC LF 1.9300 4,593.40 0.000 0 STRIPE (RECESSED, BROKEN 17-7) 190 6" METHYL METHACRYLATE PAINT TRAFFIC LF 1.9300 405,300.00 0.000 0 STRIPE (RECESSED, BROKEN 36-12) 191 12" METHYL METHACRYLATE PAINT TRAFFIC LF 14.0300 262,361.00 0.000 0 STRIPE (RECESSED) 192 CONTRAST STRIPE THERMOPLASTIC LF 0.7200 278,640.00 0.000 0 193 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 16,500.0000 16,500.00 0.040 660.00 0.390 6,435 SYSTEM ELEMENTS DURING CONSTRUCTION 194 ROADSIDE WEATHER INFORMATION SYSTEM LS 294,568.4200 294,568.42 0.011 3,240.25 0.777 228,879 195 CHANGEABLE MESSAGE SIGN SYSTEM LS 455,747.3700 455,747.37 0.002 911.49 0.546 248,838 196 CAMERA SYSTEMS LS 330,138.9500 330,138.95 0.021 6,932.92 0.807 266,422 197 MODIFYING CAMERA SYSTEMS LS 541,338.9500 541,338.95 0.326 176,476.50 0.553 299,360 198 MODIFYING TRAFFIC MONITORING STATIONS LS 133,100.0000 133,100.00 0.000 0 199 MODIFYING CHANGEABLE MESSAGE SIGN LS 469,086.3200 469,086.32 0.173 81,151.93 0.173 81,151 SYSTEMS PROGRAM CAS145 PAGE 9 DATE 05/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 02:48 PM ESTIMATE NO. 012 BID OPENING 02/24/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: MALLORY NICHOLE DATE OF THIS ESTIMATE 05/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 14,030,633.18 57,164,158.50 ADJUSTMENT OF COMPENSATION 0.00 -206,173.36 EXTRA WORK 0.00 639,662.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 14,030,633.18 57,597,647.39 200 MOBILIZATION LS 13,146,846.2600 13,146,846.26 0.950 12,489,503 ORIGINAL CONTRACT AMOUNT 140,630,444.10 TOTAL WORK COMPLETED 14,030,633.18 70,087,151.34 MATERIALS ON HAND ON SITE 1,718,598.12 DEDUCTIONS -10,000.00 -86,376.22 TOTAL 14,020,633.18 71,719,373.24 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 06/06/23 520 06/12/23 06/12/23 11/28/25 201 33 50 0 48% 35% PROGRESS IS SATISFACTORY MALLORY NICHOLE RESIDENT ENGINEER