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 06/22/23 EST. NO. 028 TIME 12:36 PM R.E. NAME: JEFFREY HAMM 03-0F2804 --------------------------------------------------------------------------- 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 06/22/23 EST. NO. 028 TIME 12:36 PM R.E. NAME: JEFFREY HAMM 03-0F2804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF THE STATE INS -18,000.00 014 MSSG CEM-4401 2021 -10,000.00 028 MSSG CEM-4401 2022 -10,000.00 028 MSSG CEM-4401 2023 -10,000.00 028 -30,000.00 -48,000.00 EQUAL EMPLOYMENT OPPORTUNITY MSSG CEM-2402 -10,000.00 028 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 3/21 -3,000.00 002 PER 4/21 LETTER -2,000.00 003 RELEASE 3/21 DEDUCT 3,000.00 003 RELEASE 4/21 DEDUCT 2,000.00 006 PER 8/21 LETTER -3,000.00 007 PER 9/21 LETTER -7,000.00 008 PER 10/21 LETTER -6,000.00 009 PER 11/21 LETTER -5,000.00 010 RELEASE 8/21 DEDUCT 3,000.00 010 PER LTR DATED 12/21 -10,000.00 011 PER 1/22 LETTER -4,000.00 012 PER 2/22 LETTER 6,000.00 013 RELEASE 12/21 DEDUCT 10,000.00 013 RELEASE 1/22 DEDUCT 4,000.00 013 PER 3/22 LETTER -10,000.00 014 DEDUCT LTTR 4/2022 -10,000.00 015 DEDUCT LTTR 6/2022 -10,000.00 017 DEDUCT LTTR 9/2022 -10,000.00 020 RTN LTTR 3/22 10,000.00 020 RTN LTTR 4/2022 10,000.00 020 RTN LTTR 6/2022 10,000.00 020 DEDUCT LTTR 10/22 -10,000.00 021 RTN LTTR 9/21 7,000.00 021 RTN LTTR 11/21 5,000.00 021 RTN LTTR 9/2022 10,000.00 021 DEDUCT LTTR 11/22 -10,000.00 022 RTN LTTR 10/22 10,000.00 022 DEDUCT LTTR 12/22 -10,000.00 023 RTN LTTR 12/22 10,000.00 025 DEDUCT LTTR 3/23 -2,000.00 026 RTN LTTR 11/22 10,000.00 026 DEDUCT LTTR 4/23 -2,000.00 027 RTN LTTR 3/23 2,000.00 027 THRU COMP MEMO 6/23 -10,000.00 028 -10,000.00 -12,000.00 TOTAL DEDUCTIONS -50,000.00 -70,000.00 PROGRAM CAS145 PAGE 1 DATE 06/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F2804 TIME 12:36 PM ESTIMATE NO. 028 BID OPENING 12/18/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/19/23 R.E. NAME: JEFFREY HAMM DATE OF THIS ESTIMATE 06/22/23 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 03-SAC-99-7.1/9.4 ---------------------------------- GRANITE CONSTRUCTION COMPANY IN AND NEAR ELK GROVE, FROM 0.3 PO BOX 50085 MILE SOUTH OF DILLARD ROAD WATSONVILLE, CA 95077-5085 OVERCROSSING TO 0.6 MILE SOUTH OF GRANT LINE ROAD (REPLACE COSUMNES RIVER BRIDGE NO. 24-0020L/R, AND FED. AID NO. NHS- ( ) BRIDGE REPLACEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 11,634.8200 11,634.82 1.000 11,634 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 9,031.6800 9,031.68 0.094 848.98 1.000 9,031 003 TIME-RELATED OVERHEAD (LS) LS 2,970,631.4400 2,970,631.44 0.094 279,239.36 1.000 2,970,631 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,720.0000 26,880.00 3.000 20,160 MEETING 005 HOURLY OFF-SITE HR 224.0000 4,480.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 74,922.9300 74,922.93 0.094 7,042.76 1.000 74,922 007 CONSTRUCTION AREA SIGNS LS 4,911.1400 4,911.14 0.094 461.65 1.000 4,911 008 TRAFFIC CONTROL SYSTEM LS 2,482,705.3800 2,482,705.38 0.094 233,374.31 1.000 2,482,705 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.4600 1,211.00 0.000 0 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2900 19,401.00 84,872.000 24,612 011 CHANNELIZER (SURFACE MOUNTED) EA 81.9100 13,105.60 139.000 11,385 012 PLASTIC TRAFFIC DRUMS EA 55.9200 29,078.40 218.000 12,190 013 PORTABLE RADAR SPEED LS 2,581.6800 2,581.68 0.094 242.68 1.000 2,581 FEEDBACK SIGN SYSTEMS 014 TEMPORARY PAVEMENT MARKER EA 3.4600 3,529.20 1,260.000 4,359 015 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 2,762.4700 5,524.94 2.000 5,524 016 TEMPORARY RAILING (TYPE K) LF 26.9900 855,583.00 32,880.000 887,431 017 ALTERNATIVE TEMPORARY CRASH EA 2,421.4400 26,635.84 13.000 31,478 CUSHION 018 TEMPORARY TRAFFIC SCREEN LF 15.6300 32,666.70 1,093.000 17,083 019 TEMPORARY RADAR SPEED FEEDBACK EA 10,836.0000 21,672.00 2.000 21,672 SIGN SYSTEM 020 JOB SITE MANAGEMENT LS 340,423.2500 340,423.25 0.094 31,999.79 1.000 340,423 021 PREPARE STORM WATER POLLUTION PREVENTION LS 1,450.9400 1,450.94 0.094 136.39 1.000 1,450 PLAN 022 RAIN EVENT ACTION PLAN EA 412.9600 8,672.16 10.000 4,129 PROGRAM CAS145 PAGE 2 DATE 06/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F2804 TIME 12:36 PM ESTIMATE NO. 028 BID OPENING 12/18/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/19/23 R.E. NAME: JEFFREY HAMM DATE OF THIS ESTIMATE 06/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STORM WATER SAMPLING AND ANALYSIS DAY EA 636.1800 20,357.76 41.000 26,083 024 TEMPORARY EROSION CONTROL BLANKET SQYD 7.6000 338,960.00 4,865.280 36,976 025 MOVE-IN/MOVE-OUT EA 1,463.8400 8,783.04 3.000 4,391 (TEMPORARY EROSION CONTROL) 026 TEMPORARY HYDRAULIC MULCH SQYD 0.8800 57,816.00 103,194.020 90,810 (BONDED FIBER MATRIX) 027 TEMPORARY COVER SQYD 8.6700 73,695.00 350.220 3,036 028 TEMPORARY CHECK DAM LF 8.8500 16,815.00 75.000 663 029 TEMPORARY DRAINAGE INLET PROTECTION EA 354.9000 1,064.70 4.000 1,419 030 TEMPORARY FIBER ROLL LF 6.2000 104,780.00 4,049.000 25,103 031 TEMPORARY CONSTRUCTION ENTRANCE EA 6,208.7100 68,295.81 3.000 18,626 032 STREET SWEEPING LS 773,845.1800 773,845.18 0.094 72,741.45 1.000 773,845 033 TEMPORARY CONCRETE WASHOUT LS 24,864.0000 24,864.00 0.094 2,337.22 1.000 24,864 034 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.1500 448.50 0.000 0 STRIPE (HAZARDOUS WASTE) 035 TREATED WOOD WASTE LB 0.2900 12,035.00 49,560.000 14,372 036 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 1.1200 1.12 1.000 1 037 NATURAL RESOURCE PROTECTION PLAN LS 1,680.0000 1,680.00 1.000 1,680 038 PALEONTOLOGICAL MITIGATION LS 1.1200 1.12 1.000 1 039 SALVAGE PUMPS EA 2,796.2100 5,592.42 0.000 0 040 CLEARING AND GRUBBING (LS) LS 180,004.8100 180,004.81 1.000 180,004 041 ROADWAY EXCAVATION CY 19.9500 3,850,350.00 192,500.930 3,840,393 042 STRUCTURE EXCAVATION (RETAINING WALL) CY 32.2500 8,772.00 272.000 8,772 (F) 043 STRUCTURE BACKFILL (SLURRY CEMENT) CY 534.8100 19,787.97 37.000 19,787 (F) 044 STRUCTURE BACKFILL (RETAINING WALL) CY 130.1400 175,949.28 1,352.000 175,949 (F) 045 LIGHTWEIGHT CELLULAR CONCRETE CY 155.0300 324,012.70 2,976.000 461,369 046 RAILROAD SUB-BALLAST CY 119.5800 76,531.20 640.000 76,531 047 DITCH EXCAVATION CY 126.2400 10,225.44 81.000 10,225 048 IMPORTED BORROW (CY) CY 30.9600 2,935,008.00 106,662.000 3,302,255 049 GEOSYNTHETIC REINFORCED EMBANKMENT SQFT 74.5100 307,726.30 4,112.000 306,385 PROGRAM CAS145 PAGE 3 DATE 06/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F2804 TIME 12:36 PM ESTIMATE NO. 028 BID OPENING 12/18/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/19/23 R.E. NAME: JEFFREY HAMM DATE OF THIS ESTIMATE 06/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 WOOD MULCH CY 67.7100 29,115.30 0.000 0 051 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,913.3200 3,826.64 4.000 7,653 052 DRY SEED (SQFT) SQFT 0.0600 2,736.00 0.000 0 053 BONDED FIBER MATRIX (SQFT) SQFT 1.1400 5,449.20 15,380.000 17,533 054 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5600 660,800.00 437,490.000 244,994 055 COMPOST SOCK LF 5.1900 125,598.00 13,246.000 68,746 056 STRAW SQFT 0.1300 5,928.00 0.000 0 057 HYDROSEED SQFT 0.1000 118,000.00 602,125.000 60,212 058 COMPOST (CY) CY 48.6000 524,880.00 3,384.890 164,505 059 COMPOST BERM LF 37.6700 31,642.80 0.000 0 060 INCORPORATE MATERIALS SQFT 0.0600 48,600.00 325,737.790 19,544 061 CLASS 2 AGGREGATE BASE (CY) CY 89.0700 1,968,447.00 21,668.400 1,930,004 062 HOT MIX ASPHALT (TYPE A) TON 101.2700 8,911,760.00 85,508.090 8,659,404 063 MINOR HOT MIX ASPHALT TON 266.9200 45,376.40 234.070 62,477 064 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 138.5600 1,870,560.00 16,031.120 2,221,271 065 HOT MIX ASPHALT-OPEN GRADED TON 122.0000 849,120.00 7,548.160 920,875 (OPEN GRADED FRICTION COURSE) 066 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.3800 1,554.80 788.000 2,663 067 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.3800 4,495.40 3,253.360 10,996 068 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.3800 27,006.20 7,459.200 25,212 069 PLACE HOT MIX ASPHALT SQYD 315.9200 25,905.44 98.960 31,263 (MISCELLANEOUS AREA) 070 TACK COAT TON 1,588.5000 317,700.00 176.970 281,116 071 REMOVE ASPHALT CONCRETE DIKE LF 4.7100 16,390.80 2,980.000 14,035 072 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.8200 202,460.00 52,829.230 201,807 073 GRAVITY WALL LF 415.1200 58,116.80 139.000 57,701 074 36" CAST-IN-DRILLED-HOLE CONCRETE LF 2,606.3000 41,700.80 16.000 41,700 PILE (SIGN FOUNDATION) 075 STRUCTURAL CONCRETE, BRIDGE CY 31,543.6900 378,524.28 12.000 378,524 (F) 076 STRUCTURAL CONCRETE, RETAINING WALL CY 1,032.2800 632,787.64 613.000 632,787 (F) PROGRAM CAS145 PAGE 4 DATE 06/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F2804 TIME 12:36 PM ESTIMATE NO. 028 BID OPENING 12/18/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/19/23 R.E. NAME: JEFFREY HAMM DATE OF THIS ESTIMATE 06/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,794.5900 105,880.81 59.000 105,880 (F) 078 DRILL AND BOND DOWEL LF 341.6900 81,663.91 237.000 80,980 (CHEMICAL ADHESIVE)(LF) 079 CLEAN EXPANSION JOINT LF 46.9600 5,024.72 97.000 4,555 080 JOINT SEAL (MR 1/2") LF 107.7400 11,528.18 98.500 10,612 081 BAR REINFORCING STEEL (BRIDGE) LB 3.5000 11,200.00 3,200.000 11,200 (F) 082 BAR REINFORCING STEEL (RETAINING WALL) LB 1.4900 143,501.90 96,310.000 143,501 (F) 083 FURNISH AND INSTALL SIGN STRUCTURE LS 69,718.6300 69,718.63 1.000 69,718 (LIGHTWEIGHT) 084 RAPID SETTING CONCRETE (PATCH) CF 137.8500 21,366.75 32.470 4,475 085 REPAIR SPALLED SURFACE AREA SQFT 254.7200 58,585.60 287.300 73,181 086 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.8900 9,261.00 4,750.000 8,977 087 REMOVE UNSOUND CONCRETE CF 97.6500 15,135.75 32.470 3,170 088 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.1500 6,440.00 5,641.000 6,487 089 REFINISH BRIDGE DECK SQFT 16.2100 14,589.00 890.000 14,426 090 FURNISH POLYESTER CONCRETE OVERLAY CF 103.3900 48,593.30 551.000 56,967 091 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.6000 25,760.00 5,600.000 25,760 (F) 092 BRIDGE REMOVAL, LOCATION A LS 923,610.6100 923,610.61 1.000 923,610 093 BRIDGE REMOVAL, LOCATION B LS 168,717.6300 168,717.63 1.000 168,717 094 BRIDGE REMOVAL (PORTION), LOCATION C LS 10,916.9900 10,916.99 1.000 10,916 095 BRIDGE REMOVAL (PORTION), LOCATION D LS 76,296.7700 76,296.77 1.000 76,296 096 18" ALTERNATIVE PIPE CULVERT LF 189.1900 30,270.40 157.000 29,702 097 24" ALTERNATIVE PIPE CULVERT LF 151.1100 294,664.50 2,200.400 332,502 098 CONCRETE BACKFILL (PIPE TRENCH) CY 196.9300 1,181.58 6.000 1,181 (F) 099 30" REINFORCED CONCRETE PIPE LF 180.3300 174,920.10 962.000 173,477 100 18" X 28.5" OVAL SHAPED REINFORCED LF 298.7000 22,103.80 74.000 22,103 CONCRETE PIPE (CLASS II) 101 18" SLOTTED CORRUGATED STEEL PIPE LF 193.8900 85,311.60 433.000 83,954 (.168" THICK) 102 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 93.3600 90,559.20 829.600 77,451 (.064" THICK) 103 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 97.5300 5,461.68 52.000 5,071 (.079" THICK) PROGRAM CAS145 PAGE 5 DATE 06/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F2804 TIME 12:36 PM ESTIMATE NO. 028 BID OPENING 12/18/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/19/23 R.E. NAME: JEFFREY HAMM DATE OF THIS ESTIMATE 06/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 18" ENTRANCE TAPER EA 793.3300 19,039.92 24.000 19,039 105 18" ANCHOR ASSEMBLY EA 655.3300 17,038.58 28.000 18,349 106 CONCRETE ANCHOR AND CABLE ASSEMBLY EA 8,211.7000 213,504.20 28.000 229,927 107 DRAINAGE INLET MARKER EA 39.9700 559.58 0.000 0 108 30" WELDED STEEL PIPE (.500" THICK) LF 340.4800 81,715.20 240.000 81,715 109 24" STEEL FLARED END SECTION EA 574.0100 574.01 0.000 0 110 30" AUTOMATIC DRAINAGE GATE EA 5,256.0900 5,256.09 1.000 5,256 111 60" PRECAST CONCRETE PIPE MANHOLE LF 973.9600 26,296.92 26.280 25,595 112 ABANDON CULVERT (EA) EA 15,205.7000 167,262.70 11.000 167,262 113 ABANDON DRAINAGE FACILITY EA 2,302.5500 2,302.55 1.000 2,302 114 ABANDON INLET EA 1,247.8000 7,486.80 6.000 7,486 115 REMOVE CULVERT (LF) LF 42.8100 39,385.20 920.000 39,385 116 REMOVE INLET EA 1,347.4900 4,042.47 3.000 4,042 117 REMOVE HEADWALL EA 1,680.2500 1,680.25 1.000 1,680 118 REMOVE FLARED END SECTION (EA) EA 320.4600 640.92 0.000 0 119 ADJUST INLET EA 3,480.7800 27,846.24 9.000 31,327 120 CONCRETE (DITCH LINING) CY 7,798.2111 14,036.78 1.350 10,527 121 SLOPE PAVING (CONCRETE) CY 1,582.3300 379,759.20 222.000 351,277 122 ROCK SLOPE PROTECTION CY 82.5900 426,164.40 5,091.400 420,498 (300 LB, CLASS IV, METHOD B) (CY) 123 ROCK SLOPE PROTECTION CY 399.6000 79,920.00 187.230 74,817 (150 LB, CLASS III, METHOD B) (CY) 124 CONCRETED-ROCK SLOPE PROTECTION (LIGHT, CY 871.2400 10,454.88 12.440 10,838 150 LB, CLASS III, METHOD B) (CY) 125 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.3000 6,604.00 5,953.300 7,739 126 MINOR CONCRETE (GUTTER) (LF) LF 107.5900 15,277.78 133.000 14,309 127 MINOR CONCRETE (MISCELLANEOUS CY 1,765.9700 5,297.91 0.000 0 CONSTRUCTION) 128 MINOR CONCRETE (TEXTURED PAVING) CY 1,763.1100 153,390.57 92.300 162,735 129 MISCELLANEOUS IRON AND STEEL LB 2.5900 19,425.00 7,500.000 19,425 (F) 130 MANHOLE FRAME AND COVER EA 587.2100 2,348.84 4.000 2,348 PROGRAM CAS145 PAGE 6 DATE 06/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F2804 TIME 12:36 PM ESTIMATE NO. 028 BID OPENING 12/18/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/19/23 R.E. NAME: JEFFREY HAMM DATE OF THIS ESTIMATE 06/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 PREPARE AND STAIN CONCRETE SQFT 33.6000 16,128.00 404.000 13,574 132 OBLITERATE SURFACING SQYD 4.4700 101,469.00 22,700.000 101,469 133 FENCE (TYPE WM, METAL POST) LF 9.1300 108,647.00 11,819.800 107,914 134 UPRR STANDARD HOG TIGHT FENCE LF 15.8400 23,601.60 1,575.000 24,948 135 20' WIRE MESH GATE EA 3,214.7100 3,214.71 2.000 6,429 136 UPRR STANDARD POWDER RIVER HD EA 2,279.0000 4,558.00 2.000 4,558 STOCKYARD GATE 137 RELOCATE ACCESS GATE EA 3,128.6000 3,128.60 0.000 0 138 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.6200 6,006.00 1,720.000 7,946 139 REMOVE ROADSIDE SIGN EA 91.3700 1,370.55 20.000 1,827 140 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 43.1200 5,174.40 112.000 4,829 141 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.8400 3,334.40 233.920 4,874 (0.063"-UNFRAMED) 142 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.1300 3,060.80 178.000 3,405 (0.080"-UNFRAMED) 143 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 34.5500 1,071.05 61.500 2,124 (0.080"-FRAMED) 144 ROADSIDE SIGN - ONE POST EA 314.0800 6,909.76 30.000 9,422 145 ROADSIDE SIGN - TWO POST EA 3,540.5900 10,621.77 3.000 10,621 146 BRIDGE MOUNTED SIGN PANEL EA 314.0900 628.18 2.000 628 147 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 30.3200 259,236.00 8,735.000 264,845 148 VEGETATION CONTROL (MINOR CONCRETE) SQYD 104.7500 316,345.00 3,413.510 357,565 149 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 40.8200 34,288.80 918.500 37,493 150 CABLE RAILING LF 59.7000 32,835.00 398.000 23,760 (F) 151 TRANSITION RAILING (TYPE DTB) EA 5,481.2900 16,443.87 1.000 5,481 152 TRANSITION RAILING (TYPE WB-31) EA 5,248.0400 47,232.36 10.000 52,480 153 END CAP (TYPE A) EA 408.1800 2,040.90 5.000 2,040 154 END CAP (TYPE TC) EA 145.7800 1,749.36 12.000 1,749 155 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,399.4800 8,396.88 10.000 13,994 156 END ANCHOR BLOCK (TRANSITION) LF 352.0800 14,435.28 35.000 12,322 157 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,781.5500 52,597.05 11.000 52,597 PROGRAM CAS145 PAGE 7 DATE 06/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F2804 TIME 12:36 PM ESTIMATE NO. 028 BID OPENING 12/18/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/19/23 R.E. NAME: JEFFREY HAMM DATE OF THIS ESTIMATE 06/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 CONCRETE BARRIER (TYPE 60M) LF 93.7800 709,914.60 7,749.000 726,701 159 CONCRETE BARRIER (TYPE 60MC) LF 192.0000 111,360.00 580.000 111,360 160 CONCRETE BARRIER (TYPE 60MF) LF 508.2400 213,460.80 249.000 126,551 161 CONCRETE BARRIER (TRANSITION) EA 8,268.3300 24,804.99 3.000 24,804 162 CONCRETE BARRIER LF 226.0600 63,748.92 282.000 63,748 (F) (TYPE 60MA MODIFIED) 163 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 659.8100 229,613.88 348.000 229,613 (F) 164 REMOVE GUARDRAIL LF 10.0300 45,435.90 5,199.500 52,150 165 CONCRETE BARRIER LF 455.9900 29,183.36 64.000 29,183 (F) (TYPE 842A MODIFIED) 166 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6900 16,215.00 26,215.000 18,088 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 167 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6900 759.00 977.000 674 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 168 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1500 78,545.00 75,203.000 86,483 (ENHANCED WET NIGHT VISIBILITY) 169 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.7300 5,449.50 455.000 787 (ENHANCED WET NIGHT VISIBILITY) 170 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 6.9300 3,672.90 953.000 6,604 MARKING (ENHANCED WET NIGHT VISIBILITY) 171 REMOVE PAINTED TRAFFIC STRIPE LF 0.6900 15,180.00 22,862.000 15,774 172 REMOVE PAINTED PAVEMENT MARKING SQFT 2.3100 808.50 0.000 0 173 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.9700 1,516.90 1,874.000 3,691 174 12" RUMBLE STRIP STA 155.3500 26,409.50 163.070 25,332 (ASPHALT CONCRETE PAVEMENT) 175 LOCATING AND MAPPING UNDERGROUND LS 56,685.7100 56,685.71 1.000 56,685 FACILITIES 176 LIGHTING SYSTEM LS 708,262.1200 708,262.12 1.000 708,262 177 RAMP METERING SYSTEM LS 130,503.9700 130,503.97 1.000 130,503 178 TRAFFIC MONITORING STATION SYSTEM LS 100,279.8000 100,279.80 1.000 100,279 179 ROADSIDE WEATHER INFORMATION SYSTEM LS 162,090.1200 162,090.12 0.020 3,241.80 1.000 162,090 180 CAMERA SYSTEMS LS 131,412.7500 131,412.75 1.000 131,412 181 FIBER OPTIC CABLE SYSTEMS LS 1,100,797.5800 1,100,797.58 0.020 22,015.95 1.000 1,100,797 182 TEMPORARY LIGHTING SYSTEMS LS 114,957.6100 114,957.61 1.000 114,957 183 MODIFYING LIGHTING SYSTEMS LS 57,787.0600 57,787.06 1.000 57,787 PROGRAM CAS145 PAGE 8 DATE 06/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F2804 TIME 12:36 PM ESTIMATE NO. 028 BID OPENING 12/18/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/19/23 R.E. NAME: JEFFREY HAMM DATE OF THIS ESTIMATE 06/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 REMOVING LIGHTING SYSTEMS LS 34,471.0700 34,471.07 1.000 34,471 185 REMOVING TRAFFIC MONITORING STATIONS LS 5,991.1200 5,991.12 1.000 5,991 186 VARIABLE MESSAGE SIGN SYSTEM LS 78,129.3700 78,129.37 0.010 781.29 1.000 78,129 PROGRAM CAS145 PAGE 9 DATE 06/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F2804 TIME 12:36 PM ESTIMATE NO. 028 BID OPENING 12/18/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/19/23 R.E. NAME: JEFFREY HAMM DATE OF THIS ESTIMATE 06/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 654,463.63 41,961,501.88 ADJUSTMENT OF COMPENSATION 0.00 460,629.27 EXTRA WORK 0.00 831,123.42 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 654,463.63 43,253,254.57 187 MOBILIZATION LS 4,685,349.3000 4,685,349.30 1.000 4,685,349 ORIGINAL CONTRACT AMOUNT 47,519,513.00 TOTAL WORK COMPLETED 654,463.63 47,938,603.87 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -50,000.00 -70,000.00 TOTAL 604,463.63 47,868,603.87 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 01/21/21 500 02/08/21 02/08/21 05/19/23 474 95 0 0 100% 100% JEFFREY HAMM RESIDENT ENGINEER