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 04/27/21 EST. NO. 003 TIME 09:35 AM 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 04/27/21 EST. NO. 003 TIME 09:35 AM R.E. NAME: JEFFREY HAMM 03-0F2804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 1,000.00 -2,000.00 TOTAL DEDUCTIONS 1,000.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 04/27/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F2804 TIME 09:35 AM ESTIMATE NO. 003 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 04/20/21 R.E. NAME: JEFFREY HAMM DATE OF THIS ESTIMATE 04/27/21 LOCATION RERUN PROGRESS ESTIMATE 03-SAC-99-7.1/9.4 ----------------------- GRANITE CONSTRUCTION COMPANY IN AND NEAR ELK GROVE, FROM 0.3 P O 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 0.040 465.39 0.090 1,047 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 9,031.6800 9,031.68 0.040 361.27 0.090 812 003 TIME-RELATED OVERHEAD (LS) LS 2,970,631.4400 2,970,631.44 0.040 118,825.26 0.090 267,356 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,720.0000 26,880.00 0.000 0 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 0.040 2,996.92 0.090 6,743 007 CONSTRUCTION AREA SIGNS LS 4,911.1400 4,911.14 0.040 196.45 0.090 442 008 TRAFFIC CONTROL SYSTEM LS 2,482,705.3800 2,482,705.38 0.040 99,308.22 0.090 223,443 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.4600 1,211.00 0.000 0 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2900 19,401.00 2,005.000 581 011 CHANNELIZER (SURFACE MOUNTED) EA 81.9100 13,105.60 0.000 0 012 PLASTIC TRAFFIC DRUMS EA 55.9200 29,078.40 45.000 2,516 013 PORTABLE RADAR SPEED LS 2,581.6800 2,581.68 0.040 103.27 0.090 232 FEEDBACK SIGN SYSTEMS 014 TEMPORARY PAVEMENT MARKER EA 3.4600 3,529.20 0.000 0 015 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 10,540.000 284,474 017 ALTERNATIVE TEMPORARY CRASH EA 2,421.4400 26,635.84 5.000 12,107 CUSHION 018 TEMPORARY TRAFFIC SCREEN LF 15.6300 32,666.70 0.000 0 019 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 0.040 13,616.93 0.090 30,638 021 PREPARE STORM WATER POLLUTION PREVENTION LS 1,450.9400 1,450.94 0.040 58.04 0.090 130 PLAN 022 RAIN EVENT ACTION PLAN EA 412.9600 8,672.16 0.000 0 PROGRAM CAS145 PAGE 2 DATE 04/27/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F2804 TIME 09:35 AM ESTIMATE NO. 003 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 04/20/21 R.E. NAME: JEFFREY HAMM DATE OF THIS ESTIMATE 04/27/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 024 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 2.000 2,927 (TEMPORARY EROSION CONTROL) 026 TEMPORARY HYDRAULIC MULCH SQYD 0.8800 57,816.00 24,164.110 21,264 (BONDED FIBER MATRIX) 027 TEMPORARY COVER SQYD 8.6700 73,695.00 0.000 0 028 TEMPORARY CHECK DAM LF 8.8500 16,815.00 0.000 0 029 TEMPORARY DRAINAGE INLET PROTECTION EA 354.9000 1,064.70 1.000 354.90 2.000 709 030 TEMPORARY FIBER ROLL LF 6.2000 104,780.00 668.000 4,141 031 TEMPORARY CONSTRUCTION ENTRANCE EA 6,208.7100 68,295.81 1.000 6,208 032 STREET SWEEPING LS 773,845.1800 773,845.18 0.040 30,953.81 0.090 69,646 033 TEMPORARY CONCRETE WASHOUT LS 24,864.0000 24,864.00 0.040 994.56 0.090 2,237 034 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 5,900.000 1,711 036 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 1.1200 1.12 0.040 0.04 0.090 0 037 NATURAL RESOURCE PROTECTION PLAN LS 1,680.0000 1,680.00 0.040 67.20 0.090 151 038 PALEONTOLOGICAL MITIGATION LS 1.1200 1.12 0.050 0 039 SALVAGE PUMPS EA 2,796.2100 5,592.42 0.000 0 040 CLEARING AND GRUBBING (LS) LS 180,004.8100 180,004.81 0.600 108,002 041 ROADWAY EXCAVATION CY 19.9500 3,850,350.00 40,432.000 806,618 042 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 175,949.28 676.000 87,974.64 676.000 87,974 (F) 045 LIGHTWEIGHT CELLULAR CONCRETE CY 155.0300 324,012.70 196.000 30,385.88 2,765.000 428,657 046 RAILROAD SUB-BALLAST CY 119.5800 76,531.20 0.000 0 047 DITCH EXCAVATION CY 126.2400 10,225.44 0.000 0 048 IMPORTED BORROW (CY) CY 30.9600 2,935,008.00 60,000.000 1,857,600.00 80,814.000 2,502,001 049 GEOSYNTHETIC REINFORCED EMBANKMENT SQFT 74.5100 307,726.30 0.000 0 PROGRAM CAS145 PAGE 3 DATE 04/27/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F2804 TIME 09:35 AM ESTIMATE NO. 003 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 04/20/21 R.E. NAME: JEFFREY HAMM DATE OF THIS ESTIMATE 04/27/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 052 DRY SEED (SQFT) SQFT 0.0600 2,736.00 0.000 0 053 BONDED FIBER MATRIX (SQFT) SQFT 1.1400 5,449.20 0.000 0 054 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5600 660,800.00 0.000 0 055 COMPOST SOCK LF 5.1900 125,598.00 0.000 0 056 STRAW SQFT 0.1300 5,928.00 0.000 0 057 HYDROSEED SQFT 0.1000 118,000.00 0.000 0 058 COMPOST (CY) CY 48.6000 524,880.00 0.000 0 059 COMPOST BERM LF 37.6700 31,642.80 0.000 0 060 INCORPORATE MATERIALS SQFT 0.0600 48,600.00 0.000 0 061 CLASS 2 AGGREGATE BASE (CY) CY 89.0700 1,968,447.00 2,400.000 213,768.00 10,904.070 971,225 062 HOT MIX ASPHALT (TYPE A) TON 101.2700 8,911,760.00 12,591.940 1,275,185.76 35,545.930 3,599,736 063 MINOR HOT MIX ASPHALT TON 266.9200 45,376.40 18.000 4,804 064 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 138.5600 1,870,560.00 0.000 0 065 HOT MIX ASPHALT-OPEN GRADED TON 122.0000 849,120.00 0.000 0 (OPEN GRADED FRICTION COURSE) 066 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.3800 1,554.80 0.000 0 067 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.3800 4,495.40 0.000 0 068 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.3800 27,006.20 1,525.000 5,154 069 PLACE HOT MIX ASPHALT SQYD 315.9200 25,905.44 0.000 0 (MISCELLANEOUS AREA) 070 TACK COAT TON 1,588.5000 317,700.00 4.940 7,847.19 21.550 34,232 071 REMOVE ASPHALT CONCRETE DIKE LF 4.7100 16,390.80 0.000 0 072 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.8200 202,460.00 4,651.450 17,768 073 GRAVITY WALL LF 415.1200 58,116.80 0.000 0 074 36" CAST-IN-DRILLED-HOLE CONCRETE LF 2,606.3000 41,700.80 0.000 0 PILE (SIGN FOUNDATION) 075 STRUCTURAL CONCRETE, BRIDGE CY 31,543.6900 378,524.28 0.000 0 (F) 076 STRUCTURAL CONCRETE, RETAINING WALL CY 1,032.2800 632,787.64 582.000 600,786.96 582.000 600,786 (F) PROGRAM CAS145 PAGE 4 DATE 04/27/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F2804 TIME 09:35 AM ESTIMATE NO. 003 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 04/20/21 R.E. NAME: JEFFREY HAMM DATE OF THIS ESTIMATE 04/27/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 19.670 35,299.59 35.400 63,528 (F) 078 DRILL AND BOND DOWEL LF 341.6900 81,663.91 0.000 0 (CHEMICAL ADHESIVE)(LF) 079 CLEAN EXPANSION JOINT LF 46.9600 5,024.72 0.000 0 080 JOINT SEAL (MR 1/2") LF 107.7400 11,528.18 0.000 0 081 BAR REINFORCING STEEL (BRIDGE) LB 3.5000 11,200.00 0.000 0 (F) 082 BAR REINFORCING STEEL (RETAINING WALL) LB 1.4900 143,501.90 96,310.000 143,501.90 96,310.000 143,501 (F) 083 FURNISH AND INSTALL SIGN STRUCTURE LS 69,718.6300 69,718.63 0.000 0 (LIGHTWEIGHT) 084 RAPID SETTING CONCRETE (PATCH) CF 137.8500 21,366.75 0.000 0 085 REPAIR SPALLED SURFACE AREA SQFT 254.7200 58,585.60 0.000 0 086 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.8900 9,261.00 0.000 0 087 REMOVE UNSOUND CONCRETE CF 97.6500 15,135.75 0.000 0 088 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.1500 6,440.00 0.000 0 089 REFINISH BRIDGE DECK SQFT 16.2100 14,589.00 0.000 0 090 FURNISH POLYESTER CONCRETE OVERLAY CF 103.3900 48,593.30 0.000 0 091 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.6000 25,760.00 0.000 0 (F) 092 BRIDGE REMOVAL, LOCATION A LS 923,610.6100 923,610.61 0.000 0 093 BRIDGE REMOVAL, LOCATION B LS 168,717.6300 168,717.63 0.000 0 094 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 0.000 0 096 18" ALTERNATIVE PIPE CULVERT LF 189.1900 30,270.40 4.000 756.76 91.000 17,216 097 24" ALTERNATIVE PIPE CULVERT LF 151.1100 294,664.50 773.000 116,808.03 1,226.600 185,351 098 CONCRETE BACKFILL (PIPE TRENCH) CY 196.9300 1,181.58 0.000 0 (F) 099 30" REINFORCED CONCRETE PIPE LF 180.3300 174,920.10 297.000 53,558.01 452.000 81,509 100 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 0.000 0 (.168" THICK) 102 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 93.3600 90,559.20 262.200 24,478.99 262.200 24,478 (.064" THICK) 103 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 97.5300 5,461.68 0.000 0 (.079" THICK) PROGRAM CAS145 PAGE 5 DATE 04/27/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F2804 TIME 09:35 AM ESTIMATE NO. 003 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 04/20/21 R.E. NAME: JEFFREY HAMM DATE OF THIS ESTIMATE 04/27/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 8.000 6,346.64 8.000 6,346 105 18" ANCHOR ASSEMBLY EA 655.3300 17,038.58 0.000 0 106 CONCRETE ANCHOR AND CABLE ASSEMBLY EA 8,211.7000 213,504.20 10.000 82,117.00 10.000 82,117 107 DRAINAGE INLET MARKER EA 39.9700 559.58 0.000 0 108 30" WELDED STEEL PIPE (.500" THICK) LF 340.4800 81,715.20 0.000 0 109 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 0.000 0 111 60" PRECAST CONCRETE PIPE MANHOLE LF 973.9600 26,296.92 7.500 7,304.70 7.500 7,304 112 ABANDON CULVERT (EA) EA 15,205.7000 167,262.70 -11.000 -167,262.70 4.000 60,822 113 ABANDON DRAINAGE FACILITY EA 2,302.5500 2,302.55 0.000 0 114 ABANDON INLET EA 1,247.8000 7,486.80 4.000 4,991 115 REMOVE CULVERT (LF) LF 42.8100 39,385.20 393.600 16,850 116 REMOVE INLET EA 1,347.4900 4,042.47 1.000 1,347 117 REMOVE HEADWALL EA 1,680.2500 1,680.25 0.000 0 118 REMOVE FLARED END SECTION (EA) EA 320.4600 640.92 0.000 0 119 ADJUST INLET EA 3,480.7800 27,846.24 0.000 0 120 CONCRETE (DITCH LINING) CY 7,798.2111 14,036.78 0.000 0 121 SLOPE PAVING (CONCRETE) CY 1,582.3300 379,759.20 0.000 0 122 ROCK SLOPE PROTECTION CY 82.5900 426,164.40 485.000 40,056.15 1,691.000 139,659 (300 LB, CLASS IV, METHOD B) (CY) 123 ROCK SLOPE PROTECTION CY 399.6000 79,920.00 33.900 13,546.44 33.900 13,546 (150 LB, CLASS III, METHOD B) (CY) 124 CONCRETED-ROCK SLOPE PROTECTION (LIGHT, CY 871.2400 10,454.88 0.000 0 150 LB, CLASS III, METHOD B) (CY) 125 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.3000 6,604.00 733.560 953.63 3,781.560 4,916 126 MINOR CONCRETE (GUTTER) (LF) LF 107.5900 15,277.78 0.000 0 127 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 0.000 0 129 MISCELLANEOUS IRON AND STEEL LB 2.5900 19,425.00 978.000 2,533.02 2,934.000 7,599 (F) 130 MANHOLE FRAME AND COVER EA 587.2100 2,348.84 1.000 587.21 1.000 587 PROGRAM CAS145 PAGE 6 DATE 04/27/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F2804 TIME 09:35 AM ESTIMATE NO. 003 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 04/20/21 R.E. NAME: JEFFREY HAMM DATE OF THIS ESTIMATE 04/27/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 132 OBLITERATE SURFACING SQYD 4.4700 101,469.00 4,357.000 19,475 133 FENCE (TYPE WM, METAL POST) LF 9.1300 108,647.00 0.000 0 134 UPRR STANDARD HOG TIGHT FENCE LF 15.8400 23,601.60 0.000 0 135 20' WIRE MESH GATE EA 3,214.7100 3,214.71 0.000 0 136 UPRR STANDARD POWDER RIVER HD EA 2,279.0000 4,558.00 0.000 0 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 0.000 0 139 REMOVE ROADSIDE SIGN EA 91.3700 1,370.55 15.000 1,370 140 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 43.1200 5,174.40 0.000 0 141 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.8400 3,334.40 0.000 0 (0.063"-UNFRAMED) 142 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.1300 3,060.80 0.000 0 (0.080"-UNFRAMED) 143 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 34.5500 1,071.05 0.000 0 (0.080"-FRAMED) 144 ROADSIDE SIGN - ONE POST EA 314.0800 6,909.76 0.000 0 145 ROADSIDE SIGN - TWO POST EA 3,540.5900 10,621.77 0.000 0 146 BRIDGE MOUNTED SIGN PANEL EA 314.0900 628.18 0.000 0 147 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 30.3200 259,236.00 0.000 0 148 VEGETATION CONTROL (MINOR CONCRETE) SQYD 104.7500 316,345.00 0.000 0 149 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 40.8200 34,288.80 0.000 0 150 CABLE RAILING LF 59.7000 32,835.00 118.000 7,044.60 118.000 7,044 (F) 151 TRANSITION RAILING (TYPE DTB) EA 5,481.2900 16,443.87 0.000 0 152 TRANSITION RAILING (TYPE WB-31) EA 5,248.0400 47,232.36 0.000 0 153 END CAP (TYPE A) EA 408.1800 2,040.90 0.000 0 154 END CAP (TYPE TC) EA 145.7800 1,749.36 0.000 0 155 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,399.4800 8,396.88 2.000 2,798 156 END ANCHOR BLOCK (TRANSITION) LF 352.0800 14,435.28 0.000 0 157 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,781.5500 52,597.05 0.000 0 PROGRAM CAS145 PAGE 7 DATE 04/27/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F2804 TIME 09:35 AM ESTIMATE NO. 003 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 04/20/21 R.E. NAME: JEFFREY HAMM DATE OF THIS ESTIMATE 04/27/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 159 CONCRETE BARRIER (TYPE 60MC) LF 192.0000 111,360.00 0.000 0 160 CONCRETE BARRIER (TYPE 60MF) LF 508.2400 213,460.80 0.000 0 161 CONCRETE BARRIER (TRANSITION) EA 8,268.3300 24,804.99 0.000 0 162 CONCRETE BARRIER LF 226.0600 63,748.92 0.000 0 (F) (TYPE 60MA MODIFIED) 163 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 659.8100 229,613.88 0.000 0 (F) 164 REMOVE GUARDRAIL LF 10.0300 45,435.90 4,141.000 41,534 165 CONCRETE BARRIER LF 455.9900 29,183.36 0.000 0 (F) (TYPE 842A MODIFIED) 166 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6900 16,215.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 167 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6900 759.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 168 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1500 78,545.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 169 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.7300 5,449.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 170 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 6.9300 3,672.90 0.000 0 MARKING (ENHANCED WET NIGHT VISIBILITY) 171 REMOVE PAINTED TRAFFIC STRIPE LF 0.6900 15,180.00 0.000 0 172 REMOVE PAINTED PAVEMENT MARKING SQFT 2.3100 808.50 0.000 0 173 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.9700 1,516.90 434.000 854 174 12" RUMBLE STRIP STA 155.3500 26,409.50 0.000 0 (ASPHALT CONCRETE PAVEMENT) 175 LOCATING AND MAPPING UNDERGROUND LS 56,685.7100 56,685.71 0.040 2,267.43 0.090 5,101 FACILITIES 176 LIGHTING SYSTEM LS 708,262.1200 708,262.12 0.000 0 177 RAMP METERING SYSTEM LS 130,503.9700 130,503.97 0.000 0 178 TRAFFIC MONITORING STATION SYSTEM LS 100,279.8000 100,279.80 0.000 0 179 ROADSIDE WEATHER INFORMATION SYSTEM LS 162,090.1200 162,090.12 0.000 0 180 CAMERA SYSTEMS LS 131,412.7500 131,412.75 0.000 0 181 FIBER OPTIC CABLE SYSTEMS LS 1,100,797.5800 1,100,797.58 0.000 0 182 TEMPORARY LIGHTING SYSTEMS LS 114,957.6100 114,957.61 0.000 0 183 MODIFYING LIGHTING SYSTEMS LS 57,787.0600 57,787.06 0.000 0 PROGRAM CAS145 PAGE 8 DATE 04/27/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F2804 TIME 09:35 AM ESTIMATE NO. 003 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 04/20/21 R.E. NAME: JEFFREY HAMM DATE OF THIS ESTIMATE 04/27/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 185 REMOVING TRAFFIC MONITORING STATIONS LS 5,991.1200 5,991.12 0.000 0 186 VARIABLE MESSAGE SIGN SYSTEM LS 78,129.3700 78,129.37 0.000 0 PROGRAM CAS145 PAGE 9 DATE 04/27/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F2804 TIME 09:35 AM ESTIMATE NO. 003 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 04/20/21 R.E. NAME: JEFFREY HAMM DATE OF THIS ESTIMATE 04/27/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,711,748.09 11,172,097.61 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,711,748.09 11,172,097.61 187 MOBILIZATION LS 4,685,349.3000 4,685,349.30 0.200 937,069.86 0.950 4,451,081 ORIGINAL CONTRACT AMOUNT 47,519,513.00 TOTAL WORK COMPLETED 5,648,817.95 15,623,179.45 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 1,000.00 -2,000.00 TOTAL 5,649,817.95 15,621,179.45 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 01/21/21 500 02/08/21 02/08/21 02/10/23 40 2 0 0 33% 8% PROGRESS IS SATISFACTORY JEFFREY HAMM RESIDENT ENGINEER PROGRAM CAS145 DATE 04/27/21