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 08/25/23 EST. NO. 003 TIME 01:13 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 08/25/23 EST. NO. 003 TIME 01:13 PM R.E. NAME: MALLORY NICHOLE 02-3H32U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 8/23 -10,000.00 003 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 08/25/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 01:13 PM ESTIMATE NO. 003 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 08/20/23 R.E. NAME: MALLORY NICHOLE DATE OF THIS ESTIMATE 08/25/23 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 0.150 23,045 003 TIME-RELATED OVERHEAD (LS) LS 8,614,686.3000 8,614,686.30 0.040 344,587.45 0.094 809,780 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 84,000.00 1.000 6,000.00 1.000 6,000 005 HOURLY OFF-SITE HR 200.0000 28,000.00 1.000 200.00 1.000 200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 277,832.7600 277,832.76 0.040 11,113.31 0.094 26,116 007 CONSTRUCTION AREA SIGNS LS 71,500.0000 71,500.00 0.021 1,501.50 0.299 21,378 008 TRAFFIC CONTROL SYSTEM LS 1,603,597.6000 1,603,597.60 0.040 64,143.90 0.094 150,738 009 UPRR PREQUALIFIED FLAGGING LS 309,760.0000 309,760.00 0.045 13,939.20 0.045 13,939 010 FLASHING ARROW SIGN EA 14,300.0000 143,000.00 0.000 0 011 TYPE III BARRICADE EA 520.9400 6,251.28 0.000 0 012 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.7800 7,571.80 0.000 0 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4200 221,340.00 115,067.000 48,328 014 PLASTIC TRAFFIC DRUMS EA 72.9100 37,913.20 147.000 10,717 015 PORTABLE RADAR SPEED FEEDBACK SIGN EA 30.8400 92,520.00 93.000 2,868.12 201.000 6,198 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 0.094 16,647 019 TEMPORARY AUTOMATED END OF QUEUE WARNING EA 220.0100 66,003.00 62.000 13,640.62 112.000 24,641 SYSTEM (TYPE 1) DAY 020 TEMPORARY RAILING (TYPE K) LF 17.3000 2,473,900.00 900.000 15,570.00 36,180.000 625,914 021 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 7,700.0100 177,100.23 5.000 38,500 022 JOB SITE MANAGEMENT LS 680,560.6200 680,560.62 0.040 27,222.42 0.094 63,972 PROGRAM CAS145 PAGE 2 DATE 08/25/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 01:13 PM ESTIMATE NO. 003 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 08/20/23 R.E. NAME: MALLORY NICHOLE DATE OF THIS ESTIMATE 08/25/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 825.0000 15,675.00 0.000 0 026 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 0.000 0 CONTROL) 028 TEMPORARY HYDRAULIC MULCH SQYD 0.5200 31,200.00 0.000 0 029 TEMPORARY CHECK DAM LF 11.0000 13,200.00 28.000 308.00 28.000 308 030 TEMPORARY DRAINAGE INLET PROTECTION EA 357.5000 85,800.00 25.000 8,937.50 25.000 8,937 031 TEMPORARY FIBER ROLL LF 9.0500 362,000.00 441.000 3,991 032 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 0.094 77,509 035 TEMPORARY CONCRETE WASHOUT LS 222,709.5400 222,709.54 0.094 20,934.70 0.094 20,934 036 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 825.0000 214,500.00 0.000 0 037 WATER QUALITY ANNUAL REPORT EA 660.0000 3,960.00 0.000 0 038 TREATED WOOD WASTE LB 0.2100 43,050.00 0.000 0 039 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 1,148.8600 119,481.44 0.000 0 040 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 0.040 1,991.25 0.094 4,679 042 REMOVE CONCRETE (CY) CY 276.0200 16,561.20 0.000 0 043 TEMPORARY HIGH-VISIBILITY FENCE LF 11.0800 12,188.00 635.000 7,035 044 CLEARING AND GRUBBING (LS) LS 99,858.0000 99,858.00 0.150 14,978 045 ROADWAY EXCAVATION CY 47.1100 10,175,760.00 11,850.170 558,261.51 43,616.820 2,054,788 046 SHOULDER BACKING TON 77.0000 677,600.00 0.000 0 047 STRUCTURE EXCAVATION (BRIDGE) CY 477.6400 21,923.68 6.270 2,994.80 6.270 2,994 (F) 048 STRUCTURE BACKFILL (BRIDGE) CY 1,084.8100 37,968.35 0.000 0 (F) 049 DITCH EXCAVATION CY 275.0000 33,000.00 43.900 12,072 PROGRAM CAS145 PAGE 3 DATE 08/25/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 01:13 PM ESTIMATE NO. 003 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 08/20/23 R.E. NAME: MALLORY NICHOLE DATE OF THIS ESTIMATE 08/25/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 051 FIBER REINFORCED MATRIX (SQFT) SQFT 0.2500 275,000.00 0.000 0 052 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 0.000 0 056 CLASS 2 AGGREGATE BASE (CY) CY 73.7000 3,228,060.00 7,077.780 521,632.39 13,812.480 1,017,979 057 REPLACE ASPHALT CONCRETE SURFACING CY 749.6400 239,884.80 137.670 103,202 058 HOT MIX ASPHALT (TYPE A) TON 157.6700 11,273,405.00 2,905.890 458,171.68 9,205.810 1,451,480 059 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 0.000 0 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 0.000 0 066 JOINTED PLAIN CONCRETE PAVEMENT CY 378.2400 43,119,360.00 14,244.180 5,387,718.64 14,244.180 5,387,718 067 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 1,077.3800 1,939,284.00 0.000 0 068 JOINT SEAL (SILICONE) LF 5.9800 2,093,000.00 0.000 0 069 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 5.5000 68,200.00 0.000 0 070 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 0.000 0 (F) 073 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 3,114.0400 2,584,653.20 0.000 0 (F) FIBER) 074 AGGREGATE BASE (APPROACH SLAB) CY 834.9800 31,729.24 0.000 0 075 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,840.1500 688,216.10 0.000 0 R) 076 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,199.0600 336,344.71 12.700 53,328.06 34.400 144,447 (F) PROGRAM CAS145 PAGE 4 DATE 08/25/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 01:13 PM ESTIMATE NO. 003 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 08/20/23 R.E. NAME: MALLORY NICHOLE DATE OF THIS ESTIMATE 08/25/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 078 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 0.000 0 COATED) 086 BAR REINFORCING STEEL (BRIDGE, STAINLESS LB 5.4500 19,761.70 0.000 0 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 101,531.10 310.000 1,023.00 310.000 1,023 092 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.1000 58,384.70 0.000 0 093 REFINISH BRIDGE DECK SQFT 16.5000 49,615.50 0.000 0 094 FURNISH POLYESTER CONCRETE OVERLAY CF 104.8300 437,979.74 0.000 0 095 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 0.000 0 (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 0.038 296,701.74 0.116 905,721 099 BRIDGE REMOVAL (PORTION), LOCATION B LS 155,453.6700 155,453.67 0.040 6,218 100 BRIDGE REMOVAL (PORTION), LOCATION C LS 63,905.3600 63,905.36 0.010 639 101 BRIDGE REMOVAL (PORTION), LOCATION D LS 42,513.1700 42,513.17 0.010 425 102 BRIDGE REMOVAL (PORTION), LOCATION E LS 58,869.0000 58,869.00 0.620 36,498.78 0.630 37,087 103 CONCRETE COLLAR EA 620.8100 5,587.29 1.000 620.81 4.000 2,483 PROGRAM CAS145 PAGE 5 DATE 08/25/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 01:13 PM ESTIMATE NO. 003 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 08/20/23 R.E. NAME: MALLORY NICHOLE DATE OF THIS ESTIMATE 08/25/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,180.000 215,820.00 3,180.000 314,820 105 18" REINFORCED CONCRETE PIPE LF 390.2300 93,655.20 44.000 17,170.12 225.000 87,801 106 24" REINFORCED CONCRETE PIPE LF 443.4400 350,317.60 8.000 3,547.52 60.000 26,606 107 24" POLYMERIC SHEET COATED CORRUGATED LF 372.4900 52,148.60 8.000 2,979.92 12.000 4,469 STEEL PIPE (.109" THICK) 108 18" POLYMERIC SHEET COATED CORRUGATED LF 354.7500 81,592.50 0.000 0 STEEL SPIRAL RIB PIPE (.138" THICK) 109 18" POLYMERIC SHEET COATED CORRUGATED LF 295.6300 118,252.00 0.000 0 STEEL PIPE DOWNDRAIN (0.109" THICK) 110 FLUME DOWNDRAIN LF 473.0000 3,311.00 6.800 3,216.40 6.800 3,216 111 18" TAPERED INLET EA 1,537.2500 7,686.25 1.000 1,537.25 1.000 1,537 112 ANCHOR ASSEMBLY EA 1,478.1300 42,865.77 0.000 0 113 FLUME ANCHOR ASSEMBLY EA 1,123.3800 11,233.80 2.000 2,246.76 2.000 2,246 114 REMOVE OVERSIDE DRAIN EA 1,892.0000 13,244.00 0.000 0 115 REMOVE CULVERT (LF) LF 118.2500 63,855.00 12.900 1,525.43 40.600 4,800 116 REMOVE INLET EA 3,251.8800 39,022.56 4.000 13,007.52 10.000 32,518 117 ADJUST INLET EA 2,956.2500 2,956.25 1.000 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 0.000 0 120 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 514.3900 20,575.60 0.600 308.63 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 0.000 0 123 MINOR CONCRETE (MISCELLANEOUS CY 880.0000 5,280.00 3.300 2,904 CONSTRUCTION) 124 MINOR CONCRETE (COLORED CONCRETE) CY 1,606.0000 610,280.00 0.000 0 125 MISCELLANEOUS IRON AND STEEL LB 5.9100 95,062.35 2,838.000 16,772.58 7,334.000 43,343 (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 0.000 0 130 WATER SUPPLY LINE LS 463,309.2000 463,309.20 0.000 0 PROGRAM CAS145 PAGE 6 DATE 08/25/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 01:13 PM ESTIMATE NO. 003 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 08/20/23 R.E. NAME: MALLORY NICHOLE DATE OF THIS ESTIMATE 08/25/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 9,349.60 819.000 2,031 132 DELINEATOR (CLASS 2) EA 38.5000 30,030.00 0.000 0 133 PAVEMENT MARKER EA 30.8000 265,188.00 0.000 0 (RETROREFLECTIVE-RECESSED) 134 MILEPOST MARKER EA 82.5000 4,455.00 0.000 0 135 MARKER (CULVERT) EA 66.0000 3,762.00 0.000 0 136 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 0.000 0 140 REMOVE MARKER EA 27.5000 550.00 0.000 0 141 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 37.500 1,320 PROGRAM CAS145 PAGE 7 DATE 08/25/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 01:13 PM ESTIMATE NO. 003 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 08/20/23 R.E. NAME: MALLORY NICHOLE DATE OF THIS ESTIMATE 08/25/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 159 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 0.000 0 (F) 161 TUBULAR BICYCLE RAILING LF 170.5000 64,278.50 0.000 0 (F) 162 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 77.0000 34,650.00 0.000 0 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 0.000 0 165 RAIL TENSIONING ASSEMBLY EA 907.5000 4,537.50 0.000 0 166 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 0.000 0 168 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,180.0000 58,520.00 3.000 12,540 169 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 0.000 0 171 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 0.000 0 174 CONCRETE BARRIER (TYPE 60MGF) LF 815.5500 154,954.50 0.000 0 175 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 0.000 0 60K) 177 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 380.6600 699,272.42 0.000 0 (F) 178 REMOVE GUARDRAIL LF 1.8700 26,367.00 219.000 409.53 256.500 479 179 SALVAGE METAL BRIDGE RAILING LF 25.3800 13,806.72 0.000 0 180 REMOVE CONCRETE BARRIER LF 48.8400 127,960.80 247.000 12,063.48 247.000 12,063 181 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 79,187.000 48,304 WATER BLASTING) 184 12" RUMBLE STRIP (CONCRETE PAVEMENT) STA 58.3000 54,219.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 08/25/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 01:13 PM ESTIMATE NO. 003 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 08/20/23 R.E. NAME: MALLORY NICHOLE DATE OF THIS ESTIMATE 08/25/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.094 1,551 SYSTEM ELEMENTS DURING CONSTRUCTION 194 ROADSIDE WEATHER INFORMATION SYSTEM LS 294,568.4200 294,568.42 0.332 97,796.72 0.332 97,796 195 CHANGEABLE MESSAGE SIGN SYSTEM LS 455,747.3700 455,747.37 0.305 139,002.95 0.305 139,002 196 CAMERA SYSTEMS LS 330,138.9500 330,138.95 0.540 178,275.03 0.540 178,275 197 MODIFYING CAMERA SYSTEMS LS 541,338.9500 541,338.95 0.068 36,811.05 0.068 36,811 198 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 0.000 0 SYSTEMS PROGRAM CAS145 PAGE 9 DATE 08/25/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 01:13 PM ESTIMATE NO. 003 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 08/20/23 R.E. NAME: MALLORY NICHOLE DATE OF THIS ESTIMATE 08/25/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 8,636,083.25 14,255,129.89 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 8,636,083.25 14,255,129.89 200 MOBILIZATION LS 13,146,846.2600 13,146,846.26 0.250 3,286,711.57 0.750 9,860,134 ORIGINAL CONTRACT AMOUNT 140,630,444.10 TOTAL WORK COMPLETED 11,922,794.82 24,115,264.59 MATERIALS ON HAND ON SITE -101,789.49 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 11,811,005.33 24,105,264.59 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 06/06/23 475 06/12/23 06/12/23 11/28/25 49 0 0 0 17% 10% PROGRESS IS SATISFACTORY MALLORY NICHOLE RESIDENT ENGINEER