PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 11/04/24 EST. NO. 018 TIME 10:10 AM 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 11/04/24 EST. NO. 018 TIME 10:10 AM 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 FHWA DEDUCT -10,000.00 015 RTN FHWA 1391 10,000.00 016 RTN JPCP WITHHOLD 50,000.00 017 0.00 -13,376.22 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 RTN DEDUCT LTR 5/24 10,000.00 013 DEDUCT LTTR 7/24 -10,000.00 014 DEDUCT LTTR 8/24 -10,000.00 015 RTN DEDUCT LTR 4/24 3,000.00 015 DEDUCT LTTR 10/24 -10,000.00 017 0.00 -40,000.00 TOTAL DEDUCTIONS 0.00 -53,376.22 PROGRAM CAS145 PAGE 1 DATE 11/04/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 10:10 AM ESTIMATE NO. 018 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 10/20/24 R.E. NAME: MALLORY NICHOLE DATE OF THIS ESTIMATE 11/04/24 LOCATION SUPPLEMENTAL 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 0.647 5,573,702 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 84,000.00 5.000 30,000 005 HOURLY OFF-SITE HR 200.0000 28,000.00 13.500 2,700 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 277,832.7600 277,832.76 0.303 84,183.33 0.950 263,941 007 CONSTRUCTION AREA SIGNS LS 71,500.0000 71,500.00 0.638 45,617 008 TRAFFIC CONTROL SYSTEM LS 1,603,597.6000 1,603,597.60 0.253 405,710.19 0.900 1,443,237 009 UPRR PREQUALIFIED FLAGGING LS 309,760.0000 309,760.00 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 1,118.000 6,462 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4200 221,340.00 662,576.000 278,281 014 PLASTIC TRAFFIC DRUMS EA 72.9100 37,913.20 939.000 68,462 015 PORTABLE RADAR SPEED FEEDBACK SIGN EA 30.8400 92,520.00 1,675.000 51,657 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 0.253 44,806.30 0.900 159,390 019 TEMPORARY AUTOMATED END OF QUEUE WARNING EA 220.0100 66,003.00 637.000 140,146 SYSTEM (TYPE 1) DAY 020 TEMPORARY RAILING (TYPE K) LF 17.3000 2,473,900.00 136,080.000 2,354,184 021 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 7,700.0100 177,100.23 20.000 154,000 022 JOB SITE MANAGEMENT LS 680,560.6200 680,560.62 0.253 172,181.84 0.900 612,504 PROGRAM CAS145 PAGE 2 DATE 11/04/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 10:10 AM ESTIMATE NO. 018 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 10/20/24 R.E. NAME: MALLORY NICHOLE DATE OF THIS ESTIMATE 11/04/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 21.000 10,500 025 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 1.000 2,000 027 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 55.000 19,662 031 TEMPORARY FIBER ROLL LF 9.0500 362,000.00 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 0.253 208,615.79 0.900 742,111 035 TEMPORARY CONCRETE WASHOUT LS 222,709.5400 222,709.54 0.303 67,480.99 0.950 211,574 036 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 825.0000 214,500.00 44.000 36,300 037 WATER QUALITY ANNUAL REPORT EA 660.0000 3,960.00 1.000 660 038 TREATED WOOD WASTE LB 0.2100 43,050.00 160,760.000 33,759 039 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 1,148.8600 119,481.44 96.000 110,290 040 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 12,188.00 931.000 10,315 044 CLEARING AND GRUBBING (LS) LS 99,858.0000 99,858.00 0.950 94,865 045 ROADWAY EXCAVATION CY 47.1100 10,175,760.00 243,774.460 11,484,214 046 SHOULDER BACKING TON 77.0000 677,600.00 5,471.120 421,276 047 STRUCTURE EXCAVATION (BRIDGE) CY 477.6400 21,923.68 45.900 21,923 (F) 048 STRUCTURE BACKFILL (BRIDGE) CY 1,084.8100 37,968.35 8.000 8,678 (F) 049 DITCH EXCAVATION CY 275.0000 33,000.00 89.800 24,695 PROGRAM CAS145 PAGE 3 DATE 11/04/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 10:10 AM ESTIMATE NO. 018 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 10/20/24 R.E. NAME: MALLORY NICHOLE DATE OF THIS ESTIMATE 11/04/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,129,218.000 372,641 051 FIBER REINFORCED MATRIX (SQFT) SQFT 0.2500 275,000.00 1,129,218.000 282,304 052 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 0.850 93,500 056 CLASS 2 AGGREGATE BASE (CY) CY 73.7000 3,228,060.00 48,840.560 3,599,549 057 REPLACE ASPHALT CONCRETE SURFACING CY 749.6400 239,884.80 1,482.110 1,111,048 058 HOT MIX ASPHALT (TYPE A) TON 157.6700 11,273,405.00 77,213.530 12,174,257 059 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 3,629.000 17,963 065 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 14.4800 531,416.00 35,661.000 516,371 066 JOINTED PLAIN CONCRETE PAVEMENT CY 378.2400 43,119,360.00 111,656.060 42,232,788 067 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 1,077.3800 1,939,284.00 733.670 790,441 068 JOINT SEAL (SILICONE) LF 5.9800 2,093,000.00 370,599.500 2,216,185 069 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 5.5000 68,200.00 8,953.000 49,241 070 GRIND EXISTING CONCRETE PAVEMENT SQYD 13.6000 323,680.00 89,960.000 1,223,456 071 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 2,354.5900 612,193.40 244.000 574,519 (SIGN FOUNDATION) 072 STRUCTURAL CONCRETE, BRIDGE CY 5,585.1100 2,084,363.05 373.200 2,084,363 (F) 073 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 3,114.0400 2,584,653.20 830.000 2,584,653 (F) FIBER) 074 AGGREGATE BASE (APPROACH SLAB) CY 834.9800 31,729.24 38.000 31,729 075 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,840.1500 688,216.10 381.000 701,097 R) 076 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,199.0600 336,344.71 76.200 319,968 (F) PROGRAM CAS145 PAGE 4 DATE 11/04/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 10:10 AM ESTIMATE NO. 018 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 10/20/24 R.E. NAME: MALLORY NICHOLE DATE OF THIS ESTIMATE 11/04/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 33,090.15 885.000 33,090 078 CLEAN EXPANSION JOINT LF 42.9000 12,912.90 203.000 8,708 079 JOINT SEAL (MR 1/2") LF 90.2000 26,699.20 71.000 6,404 080 JOINT SEAL (MR 1") LF 103.4000 12,925.00 153.000 15,820 081 JOINT SEAL (MR 1 1/2") LF 173.8000 57,527.80 475.000 82,555 082 JOINT SEAL (MR 2") LF 216.7000 37,922.50 71.000 15,385 083 JOINT SEAL (TYPE AL) LF 59.4000 35,105.40 591.000 35,105 084 BAR REINFORCING STEEL (BRIDGE) LB 2.1300 148,497.21 69,717.000 148,497 (F) 085 BAR REINFORCING STEEL (BRIDGE, EPOXY LB 2.8100 1,114,302.69 396,549.000 1,114,302 COATED) 086 BAR REINFORCING STEEL (BRIDGE, STAINLESS LB 5.4500 19,761.70 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 3,730.400 12,310 092 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.1000 58,384.70 39,406.970 43,347 093 REFINISH BRIDGE DECK SQFT 16.5000 49,615.50 0.000 0 094 FURNISH POLYESTER CONCRETE OVERLAY CF 104.8300 437,979.74 4,503.760 472,129 095 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 39,406.970 260,874 (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 0.350 2,732,779.14 0.900 7,027,146 099 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 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 7.000 4,345 PROGRAM CAS145 PAGE 5 DATE 11/04/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 10:10 AM ESTIMATE NO. 018 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 10/20/24 R.E. NAME: MALLORY NICHOLE DATE OF THIS ESTIMATE 11/04/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,763.000 471,537 105 18" REINFORCED CONCRETE PIPE LF 390.2300 93,655.20 235.000 91,704 106 24" REINFORCED CONCRETE PIPE LF 443.4400 350,317.60 714.500 316,837 107 24" POLYMERIC SHEET COATED CORRUGATED LF 372.4900 52,148.60 92.000 34,269 STEEL PIPE (.109" THICK) 108 18" POLYMERIC SHEET COATED CORRUGATED LF 354.7500 81,592.50 240.000 85,140 STEEL SPIRAL RIB PIPE (.138" THICK) 109 18" POLYMERIC SHEET COATED CORRUGATED LF 295.6300 118,252.00 409.000 120,912 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 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 7,568 115 REMOVE CULVERT (LF) LF 118.2500 63,855.00 449.700 53,177 116 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 55.000 36,726 119 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 51.000 26,233 METHOD B) (CY) 121 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.7300 364.21 107.200 507 122 MINOR CONCRETE (CURB) (CY) CY 1,292.5000 1,783,650.00 1,379.310 1,782,758 123 MINOR CONCRETE (MISCELLANEOUS CY 880.0000 5,280.00 15.560 13,692 CONSTRUCTION) 124 MINOR CONCRETE (COLORED CONCRETE) CY 1,606.0000 610,280.00 338.410 543,486 125 MISCELLANEOUS IRON AND STEEL LB 5.9100 95,062.35 14,668.000 86,687 (F) 126 ACCESS DOOR ASSEMBLY EA 3,812.8300 7,625.66 2.000 7,625 127 MISCELLANEOUS METAL (BRIDGE) LB 20.4300 223,218.18 0.000 0 (F) 128 BRIDGE DECK DRAINAGE SYSTEM LB 29.2200 77,520.66 1,000.000 29,220 (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 0.505 233,971.15 0.750 347,481 PROGRAM CAS145 PAGE 6 DATE 11/04/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 10:10 AM ESTIMATE NO. 018 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 10/20/24 R.E. NAME: MALLORY NICHOLE DATE OF THIS ESTIMATE 11/04/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,723.000 4,273 132 DELINEATOR (CLASS 2) EA 38.5000 30,030.00 383.000 14,745 133 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 29.000 2,233 142 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 82.5000 1,320.00 8.000 660 BRACKET METHOD) 143 REMOVE ROADSIDE SIGN PANEL EA 165.0000 330.00 1.000 165 144 REMOVE ROADSIDE SIGN (STEEL POST) EA 3,025.0000 18,150.00 5.000 15,125 145 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 41.2500 18,562.50 313.000 12,911 146 FURNISH LAMINATED PANEL SIGN (2 SQFT 47.3000 33,110.00 646.300 30,569 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 7,152.00 407.850 7,292 (0.080"-UNFRAMED) 149 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 41.8000 4,598.00 30.000 1,254 (0.063"-FRAMED) 150 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 33.0000 15,510.00 212.600 7,015 (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 16.000 6,512 153 ROADSIDE SIGN - TWO POST EA 1,045.0000 15,675.00 7.000 7,315 154 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 121.0000 2,662.00 6.000 726 METHOD) 155 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 121.0000 1,573.00 4.000 484 POST 156 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 13,200.0000 171,600.00 6.000 79,200 BOX POST) 157 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 35.2000 53,856.00 1,241.500 43,700 PROGRAM CAS145 PAGE 7 DATE 11/04/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 10:10 AM ESTIMATE NO. 018 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 10/20/24 R.E. NAME: MALLORY NICHOLE DATE OF THIS ESTIMATE 11/04/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 11,550.000 438,322 159 VEGETATION CONTROL (MINOR CONCRETE) SQYD 44.0000 435,600.00 5,772.720 253,999 160 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 237.0700 277,371.90 1,170.000 277,371 (F) 161 TUBULAR BICYCLE RAILING LF 170.5000 64,278.50 377.000 64,278 (F) 162 DOUBLE MIDWEST GUARDRAIL SYSTEM (STEEL LF 77.0000 34,650.00 451.000 34,727 POST) 163 CONCRETE BARRIER (TYPE 60M MODIFIED) LF 346.1000 4,153.20 12.000 4,153 164 TRANSITION RAILING (TYPE WB-31) EA 4,400.0000 83,600.00 14.000 61,600 165 RAIL TENSIONING ASSEMBLY EA 907.5000 4,537.50 5.000 4,537 166 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 2.000 1,650 168 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,180.0000 58,520.00 16.000 66,880 169 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 5.000 49,500 171 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 154,954.50 185.000 150,876 175 CONCRETE BARRIER (TYPE 60MA MODIFIED) LF 324.9900 204,093.72 628.000 204,093 176 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 1,837.000 699,272 (F) 178 REMOVE GUARDRAIL LF 1.8700 26,367.00 14,420.250 26,965 179 SALVAGE METAL BRIDGE RAILING LF 25.3800 13,806.72 544.000 13,806 180 REMOVE CONCRETE BARRIER LF 48.8400 127,960.80 634.000 30,964 181 THERMOPLASTIC PAVEMENT MARKING SQFT 9.9000 14,355.00 0.000 0 182 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 13.2000 9,900.00 126.000 1,663 183 REMOVE TRAFFIC STRIPE (HIGH-PRESSURE LF 0.6100 150,670.00 207,482.000 126,564 WATER BLASTING) 184 12" RUMBLE STRIP (CONCRETE PAVEMENT) STA 58.3000 54,219.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 11/04/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 10:10 AM ESTIMATE NO. 018 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 10/20/24 R.E. NAME: MALLORY NICHOLE DATE OF THIS ESTIMATE 11/04/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,571,680.00 187,464.000 969,188 STRIPE (RECESSED) 189 6" METHYL METHACRYLATE PAINT TRAFFIC LF 1.9300 4,593.40 808.000 1,559 STRIPE (RECESSED, BROKEN 17-7) 190 6" METHYL METHACRYLATE PAINT TRAFFIC LF 1.9300 405,300.00 132,468.000 255,663 STRIPE (RECESSED, BROKEN 36-12) 191 12" METHYL METHACRYLATE PAINT TRAFFIC LF 14.0300 262,361.00 7,510.000 105,365 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 0.647 10,675 SYSTEM ELEMENTS DURING CONSTRUCTION 194 ROADSIDE WEATHER INFORMATION SYSTEM LS 294,568.4200 294,568.42 0.796 234,476 195 CHANGEABLE MESSAGE SIGN SYSTEM LS 455,747.3700 455,747.37 0.557 253,851 196 CAMERA SYSTEMS LS 330,138.9500 330,138.95 0.834 275,335 197 MODIFYING CAMERA SYSTEMS LS 541,338.9500 541,338.95 0.712 385,433 198 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 0.594 278,637 SYSTEMS PROGRAM CAS145 PAGE 9 DATE 11/04/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3H32U4 TIME 10:10 AM ESTIMATE NO. 018 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 10/20/24 R.E. NAME: MALLORY NICHOLE DATE OF THIS ESTIMATE 11/04/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,949,728.73 115,879,100.80 ADJUSTMENT OF COMPENSATION 0.00 -438,147.96 EXTRA WORK 0.00 1,808,930.35 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,949,728.73 117,249,883.19 200 MOBILIZATION LS 13,146,846.2600 13,146,846.26 1.000 13,146,846 ORIGINAL CONTRACT AMOUNT 140,630,444.10 TOTAL WORK COMPLETED 3,949,728.73 130,396,729.45 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -53,376.22 TOTAL 3,949,728.73 130,343,353.23 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 11/28/24 304 35 -50 0 89% 65% PROGRESS IS SATISFACTORY MALLORY NICHOLE RESIDENT ENGINEER