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 03/21/25 EST. NO. 012 TIME 09:23 AM R.E. NAME: CLARK, MARTIN 03-1H9904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0001 1,151.85 E.W. @ F.A.(+) 102624 N 0090.0 006 0020 1,657.37 E.W. @ F.A.(+) 081924 N 0139.0 0021 3,015.76 082124 N 0140.0 0022 1,253.10 091624 N 0142.0 0023 4,496.39 091324 N 0143.0 0024 5,281.07 092724 N 0160.0 008 0009 9,420.24 E.W. @ F.A.(+) 081724 N 0137.0 0010 9,444.99 081924 N 0138.0 0011 11,637.23 082524 N 0141.0 0012 16,846.66 100124 N 0159.0 0013 9,358.42 100524 N 0161.0 0014 12,958.87 101224 N 0163.0 0015 8,692.20 030125 N 0169.0 011 0053 36,353.00 E.W. @ F.A.(+) 102924 N 0115.0 0054 30,436.44 110424 N 0119.0 0055 2,280.31 110424 N 0120.0 0056 48,785.96 110524 N 0121.0 0057 20,582.70 110624 N 0122.0 0058 769.55 110624 N 0124.0 0061 2,348.42 111224 N 0127.0 0062 637.13 112524 N 0129.0 0063 44,790.37 103024 N 0118.0 0064 4,765.56 102524 N 0123.0 0065 16,321.29 110724 N 0149.0 0066 10,436.79 110824 N 0150.0 0067 2,429.79 112524 N 0128.0 0068 5,846.68 093024 N 0072.1 0069 1,219.05 022025 N 0162.0 012 0001 31,263.00 E.W. @ L.S.(+) 031925 N XX01 016 0002 1,643.99 E.W. @ F.A.(+) 062024 N 0073.1 0003 17,182.43 111924 N 0166.0 0004 6,101.70 101724 N 0165.0 0005 174,200.00 E.W. @ L.S.(+) 022625 N XX05 017 0001 45,800.00 E.W. @ L.S.(+) 022725 N XX01 021 0001 4,022.39 E.W. @ F.A.(+) 100724 N 0151.0 0002 10,155.76 101024 N 0152.0 0003 10,750.72 101124 N 0153.0 0004 2,909.09 101524 N 0154.0 0005 7,587.41 102324 N 0155.0 0006 759.63 102524 N 0156.0 0007 5,595.04 121424 N 0158.0 022 0001 9,594.31 E.W. @ F.A.(+) 090424 N 0144.0 027 0001 178,000.00 E.W. @ L.S.(+) 031325 N XX01 828,782.66 TOTAL THIS ESTIMATE 1,368,548.14 TOTAL PREVIOUS ESTIMATE 2,197,330.80 TOTAL TO DATE 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 03/21/25 EST. NO. 012 TIME 09:23 AM R.E. NAME: CLARK, MARTIN 03-1H9904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FHWA-1391 -10,000.00 004 FHWA-1391 10,000.00 005 0.00 0.00 LABOR COMPLIANCE VIOLATION DEDUCT LETTER 7/24 -9,000.00 002 DEDUCT LETTER 8/24 -10,000.00 004 DEDUCT LETTER 10/24 -10,000.00 007 RETURN LETTER 7/24 9,000.00 007 DEDUCT LETTER 11/24 -10,000.00 008 DEDUCT LETTER 12/24 -7,000.00 009 RETURN LETTER 8/24 10,000.00 009 DEDUCT LETTER 01/25 -3,000.00 010 RETURN LETTER 10/24 10,000.00 010 RETURN LETTER 12/24 7,000.00 010 DEDUCT LETTER 2/25 -1,000.00 011 RETURN LETTER 1/25 3,000.00 011 DEDUCT LETTER 3/25 -2,000.00 012 RETURN LETTER 11/24 10,000.00 012 RETURN LETTER 2/25 1,000.00 012 9,000.00 -2,000.00 TOTAL DEDUCTIONS 9,000.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H9904 TIME 09:23 AM ESTIMATE NO. 012 BID OPENING 10/12/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 03/21/25 LOCATION PROGRESS ESTIMATE 03-PLA-80-68.3/69.7 ----------------- 03-NEV-80-0.0/R2.7 A. TEICHERT & SON INC DBA PLACER AND NEVADA COUNTIES NEAR KINGVALE TEICHERT CONSTRUCTION FROM 0.3 MILE WEST OF TROY UNDERCROSSING 3500 AMERICAN RIVER DR TO 0.2 MILE EAST OF SODA SPRINGS SACRAMENTO CA 95864 OVERCROSSING FED. AID NO. ACIM-804(337)E RDWY EXC, PLACE HMA & JPCP, SLAB REPLACEME ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 10,000.0000 10,000.00 0.500 5,000.00 0.750 7,500 003 TIME-RELATED OVERHEAD (LS) LS 2,100,000.0000 2,100,000.00 0.500 1,050,000 004 RENEWABLE DIESEL REPORT EA 500.0000 6,500.00 0.000 0 005 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 42,000.00 3.000 18,000 006 HOURLY OFF-SITE HR 200.0000 12,000.00 10.000 2,000 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 007 DEVELOP WATER SUPPLY LS 300,000.0000 300,000.00 0.500 150,000 008 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.650 19,500 009 TRAFFIC CONTROL SYSTEM LS 3,575,274.0500 3,575,274.05 0.500 1,787,637 010 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,522.8400 15,228.40 0.000 0 011 TYPE III BARRICADE EA 126.9000 1,395.90 2.000 253 012 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 9.6200 1,250.60 0.000 0 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.7500 143,250.00 195,170.000 146,377 014 PLASTIC TRAFFIC DRUMS EA 68.5300 6,167.70 17.000 1,165 015 PORTABLE RADAR SPEED FEEDBACK SIGN EA 304.4000 121,760.00 175.000 53,270 SYSTEM DAY 016 TEMPORARY BARRIER SYSTEM LF 25.8200 1,507,888.00 31,100.000 803,002 017 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 100,000.0000 100,000.00 0.500 50,000 018 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 4,957.1200 74,356.80 6.000 29,742 019 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 1,500.0000 150,000.00 55.000 82,500 020 JOB SITE MANAGEMENT LS 1,000,000.0000 1,000,000.00 0.500 500,000 021 PREPARE STORM WATER POLLUTION PREVENTION LS 20,000.0000 20,000.00 0.750 15,000 PLAN 022 RAIN EVENT ACTION PLAN EA 500.0000 32,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H9904 TIME 09:23 AM ESTIMATE NO. 012 BID OPENING 10/12/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 03/21/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 425.0000 72,250.00 5.000 2,125 024 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 0.000 0 025 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 812.1800 9,746.16 3.000 2,436.54 8.000 6,497 CONTROL) 026 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.0200 25,500.00 82,608.000 84,260 MATRIX) 027 TEMPORARY COVER SQYD 5.2900 26,450.00 1,030.000 5,448 028 TEMPORARY CHECK DAM LF 16.1400 6,778.80 188.000 3,034 029 TEMPORARY DRAINAGE INLET PROTECTION EA 213.2000 6,609.20 14.000 2,984 030 TEMPORARY FIBER ROLL LF 3.1900 31,900.00 2,644.000 8,434 031 TEMPORARY GRAVEL BAG BERM LF 14.4200 8,940.40 75.000 1,081 032 TEMPORARY REINFORCED SILT FENCE LF 8.0800 170,488.00 22,821.000 184,393 033 TEMPORARY CONSTRUCTION ENTRANCE EA 6,193.5900 49,548.72 2.000 12,387 034 STREET SWEEPING LS 400,000.0000 400,000.00 0.500 200,000 035 TEMPORARY CONCRETE WASHOUT LS 47,398.8300 47,398.83 0.500 23,699 036 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 1,000.0000 30,000.00 15.000 15,000 037 WATER QUALITY MONITORING REPORT EA 250.0000 7,500.00 20.000 5,000 038 WATER QUALITY ANNUAL REPORT EA 750.0000 3,750.00 0.000 0 039 TEMPORARY CREEK DIVERSION SYSTEMS LS 350,000.0000 350,000.00 0.200 70,000 040 TREATED WOOD WASTE LB 0.6700 6,700.00 3,800.000 2,546 041 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 3,000.0000 120,000.00 15.000 45,000 042 CLEARING AND GRUBBING (LS) LS 1,000,000.0000 1,000,000.00 0.850 850,000 043 ROADWAY EXCAVATION CY 2.0000 91,000.00 13,716.000 27,432 044 SHOULDER BACKING TON 175.0000 94,500.00 0.000 0 045 STRUCTURE EXCAVATION (BRIDGE) CY 223.9100 550,818.60 1,353.000 302,950 (F) 046 STRUCTURE EXCAVATION (RETAINING WALL) CY 76.3300 46,484.97 334.000 25,494 (F) 047 STRUCTURE BACKFILL (BRIDGE) CY 254.4400 619,306.96 1,338.000 340,440 (F) 048 STRUCTURE BACKFILL (RETAINING WALL) CY 178.1100 87,808.23 240.000 42,746 (F) 049 IMPORTED BORROW (CY) CY 61.4000 8,350,400.00 136,000.000 8,350,400 PROGRAM CAS145 PAGE 3 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H9904 TIME 09:23 AM ESTIMATE NO. 012 BID OPENING 10/12/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 03/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 157.7300 5,205.09 0.000 0 (F) LINE) 051 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 052 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 053 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 862.9500 3,451.80 2.000 1,725.90 3.000 2,588 054 BONDED FIBER MATRIX (SQFT) SQFT 0.1400 183,680.00 479,160.000 67,082 055 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6000 750,000.00 417,644.000 250,586 056 FIBER ROLLS LF 3.9000 321,750.00 27,978.000 109,114 057 COMPOST (CY) CY 76.1400 51,013.80 82.000 6,243 058 INCORPORATE MATERIALS SQFT 0.1400 15,120.00 13,300.000 1,862 059 CLASS 2 AGGREGATE BASE (CY) CY 125.0000 2,262,500.00 179.950 22,493.75 7,518.290 939,786 060 HOT MIX ASPHALT (TYPE A) TON 168.0000 2,200,800.00 4,917.300 826,106 061 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 20.0000 10,000.00 0.000 0 062 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 20.0000 3,600.00 0.000 0 063 JOINTED PLAIN CONCRETE PAVEMENT CY 430.0000 12,599,000.00 141.330 60,771.90 12,351.480 5,311,136 064 DRILL AND BOND (DOWEL BAR) EA 39.1000 6,256.00 20.000 782 065 DRILL AND BOND (TIE BAR) EA 23.8300 217,806.20 2,083.000 49,637 066 FURNISH POLYESTER CONCRETE INLAY CF 106.0000 817,260.00 10,925.250 1,158,076 067 PLACE POLYESTER CONCRETE INLAY SQFT 1.9000 245,100.00 119,378.470 226,819 068 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 069 REPLACE JOINT SEAL (ASPHALT RUBBER) LF 6.3100 153,964.00 22,087.000 139,368 070 REMOVE CONCRETE PAVEMENT (CY) CY 57.0000 963,300.00 6,549.470 373,319 071 GROOVE EXISTING CONCRETE PAVEMENT SQYD 9.0000 441,900.00 0.000 0 072 GRIND EXISTING CONCRETE PAVEMENT SQYD 14.9500 913,445.00 17,988.420 268,926 073 TEMPORARY SUPPORT LS 76,331.5100 76,331.51 1.000 76,331 074 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 4,919.3500 393,548.00 0.000 0 (SIGN FOUNDATION) 075 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 814.2000 333,007.80 224.000 182,380 (F) 076 STRUCTURAL CONCRETE, BRIDGE CY 1,908.2900 1,291,912.33 372.000 709,883 (F) PROGRAM CAS145 PAGE 4 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H9904 TIME 09:23 AM ESTIMATE NO. 012 BID OPENING 10/12/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 03/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 2,442.6100 647,291.65 145.000 354,178 (F) FIBER) 078 STRUCTURAL CONCRETE, RETAINING WALL CY 2,137.2800 303,493.76 71.000 151,746 (F) 079 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 2,239.0600 703,064.84 172.000 385,118 (F) N) 080 STRUCTURAL CONCRETE, HEADWALL CY 2,579.1000 580,297.50 17.550 45,263.21 136.200 351,273 (F) 081 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,118.0400 527,109.12 62.640 257,954 (F) 082 FURNISH PRECAST PRESTRESSED CONCRETE EA 29,005.9800 406,083.72 8.000 232,047 WIDE FLANGE GIRDER (70'-80') 083 ERECT PRECAST PRESTRESSED CONCRETE EA 12,213.0400 170,982.56 8.000 97,704 GIRDER 084 JOINT SEAL (MR 1/2") LF 76.3300 17,403.24 0.000 0 085 BAR REINFORCING STEEL LB 2.5400 30,891.48 5,492.000 13,949 (F) 086 BAR REINFORCING STEEL (BRIDGE) LB 1.7800 285,666.86 88,267.000 157,115 (F) 087 BAR REINFORCING STEEL (RETAINING WALL) LB 2.0400 36,405.84 8,923.000 18,202 (F) 088 BAR REINFORCING STEEL (BRIDGE, EPOXY LB 2.0400 186,643.68 45,746.000 93,321 (F) COATED) 089 HEADED BAR REINFORCEMENT EA 66.1500 4,233.60 32.000 2,116 (F) 090 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 8.6200 622,364.00 0.000 0 091 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 1.0800 77,976.00 0.000 0 092 ALUMINUM WALKWAY GRATING (VERSATILE SQFT 86.1900 53,437.80 0.000 0 TRUSS) 093 REMOVE SIGN STRUCTURE (EA) EA 4,309.6500 12,928.95 0.000 0 094 MODIFY SIGN STRUCTURE EA 3,232.2400 3,232.24 0.000 0 095 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.0000 15,086.00 0.000 0 096 FURNISH POLYESTER CONCRETE OVERLAY CF 88.0000 466,400.00 2,951.000 259,688 097 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.7500 215,050.00 42,517.350 116,922 (F) 098 BRIDGE REMOVAL, LOCATION A LS 152,663.0300 152,663.03 0.500 76,331 099 BRIDGE REMOVAL, LOCATION B LS 152,663.0300 152,663.03 0.500 76,331 100 24" REINFORCED CONCRETE PIPE LF 351.6300 1,360,808.10 2,533.100 890,713 101 30" REINFORCED CONCRETE PIPE LF 1,609.8600 20,928.18 14.000 22,538 102 36" REINFORCED CONCRETE PIPE LF 1,490.9600 113,312.96 74.800 111,523 103 54" REINFORCED CONCRETE PIPE LF 1,735.2200 140,552.82 0.000 0 PROGRAM CAS145 PAGE 5 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H9904 TIME 09:23 AM ESTIMATE NO. 012 BID OPENING 10/12/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 03/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 24" CORRUGATED STEEL PIPE (.079" THICK) LF 1,006.1600 63,388.08 61.700 62,080 105 30" CORRUGATED STEEL PIPE (.079" THICK) LF 1,090.4500 79,602.85 59.750 65,154 106 36" CORRUGATED STEEL PIPE (.079" THICK) LF 1,242.8400 100,670.04 69.600 86,501 107 42" CORRUGATED STEEL PIPE (.079" THICK) LF 1,819.8400 20,018.24 11.300 20,564 108 54" CORRUGATED STEEL PIPE (.079" THICK) LF 1,634.6400 65,385.60 40.400 66,039 109 72" CORRUGATED STEEL PIPE (.138" THICK) LF 2,159.4000 34,550.40 36.000 77,738 110 90" CORRUGATED STEEL PIPE (.138" THICK) LF 2,386.7100 57,281.04 24.000 57,281 111 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 112 8" ALTERNATIVE PIPE UNDERDRAIN LF 182.1600 61,934.40 0.000 0 113 DRAINAGE INLET MARKER EA 75.0100 1,575.21 0.000 0 114 24" CONCRETE FLARED END SECTION EA 2,928.6300 41,000.82 11.000 32,214 115 30" CONCRETE FLARED END SECTION EA 3,894.7900 3,894.79 1.000 3,894 116 36" CONCRETE FLARED END SECTION EA 4,287.7000 4,287.70 1.000 4,287 117 24" ALTERNATIVE FLARED END SECTION EA 1,240.9700 6,204.85 1.000 1,240 118 30" ALTERNATIVE FLARED END SECTION EA 1,621.9700 8,109.85 2.000 3,243 119 36" ALTERNATIVE FLARED END SECTION EA 1,844.6300 11,067.78 1.000 1,844 120 42" ALTERNATIVE FLARED END SECTION EA 2,342.5200 9,370.08 2.000 4,685 121 54" ALTERNATIVE FLARED END SECTION EA 3,242.9200 6,485.84 0.000 0 122 72" ALTERNATIVE FLARED END SECTION EA 6,151.8800 6,151.88 0.000 0 123 REMOVE CULVERT (LF) LF 150.0000 210,000.00 490.700 73,605 124 REMOVE DOWNDRAIN (EA) EA 730.0800 4,380.48 3.000 2,190 125 REMOVE INLET EA 1,721.3900 1,721.39 1.000 1,721 126 REMOVE HEADWALL EA 3,916.7900 23,500.74 4.000 15,667 127 REMOVE FLARED END SECTION (EA) EA 1,015.7800 17,268.26 5.000 5,078 128 ADJUST INLET EA 7,250.4700 7,250.47 0.000 0 129 CLEANING, INSPECTING, AND PREPARING LF 28.5000 132,810.00 0.000 0 CULVERT (LF) 130 CONCRETE INVERT PAVING CY 7,500.0000 735,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H9904 TIME 09:23 AM ESTIMATE NO. 012 BID OPENING 10/12/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 03/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 24" CURED-IN-PLACE PIPELINER LF 272.4700 119,886.80 0.000 0 132 30" CURED-IN-PLACE PIPELINER LF 325.1600 175,586.40 0.000 0 133 36" CURED-IN-PLACE PIPELINER LF 395.0500 406,901.50 0.000 0 134 42" CURED-IN-PLACE PIPELINER LF 574.7200 57,472.00 0.000 0 135 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 136 ROCK SLOPE PROTECTION (1/4 T, CLASS V, CY 235.0000 105,750.00 326.500 76,727 METHOD B) (CY) 137 ROCK SLOPE PROTECTION (150 LB, CLASS CY 240.0000 55,200.00 185.900 44,616 III, METHOD B) (CY) 138 ROCK SLOPE PROTECTION (1/2 T, CLASS VII, CY 244.0000 36,600.00 149.300 36,429 METHOD B) (CY) 139 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 33.0000 51,150.00 1,242.700 41,009 140 MINOR CONCRETE (MISCELLANEOUS CY 1,270.0000 406,400.00 0.000 0 CONSTRUCTION) 141 MISCELLANEOUS IRON AND STEEL LB 1.6100 41,133.89 239.000 384.79 5,568.000 8,964 (F) 142 MISCELLANEOUS METAL LB 14.0100 4,623.30 0.000 0 (F) 143 DELINEATOR (CLASS 2) EA 1.0200 173.40 0.000 0 144 CONCRETE BARRIER DELINEATOR (16-INCH) EA 45.6900 15,991.50 0.000 0 145 MILEPOST MARKER EA 86.2900 86.29 0.000 0 146 MARKER (CULVERT) EA 76.1400 5,558.22 0.000 0 147 TREATMENT BEST MANAGEMENT PRACTICE EA 96.4500 3,954.45 0.000 0 MARKER 148 SNOW POLE MARKER EA 45.6900 7,767.30 0.000 0 149 REMOVE ROADSIDE SIGN EA 152.2800 1,675.08 0.000 0 150 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 152.2900 913.74 0.000 0 BRACKET METHOD) 151 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 43.1000 21,119.00 0.000 0 152 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.9400 3,347.40 0.000 0 (0.063"-UNFRAMED) 153 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.2200 291.52 0.000 0 (0.080"-UNFRAMED) 154 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.2900 1,288.76 0.000 0 (0.063"-FRAMED) 155 ROADSIDE SIGN - ONE POST EA 482.2300 4,340.07 0.000 0 156 ROADSIDE SIGN - TWO POST EA 862.9400 862.94 0.000 0 157 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 431.4700 6,903.52 0.000 0 METHOD) PROGRAM CAS145 PAGE 7 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H9904 TIME 09:23 AM ESTIMATE NO. 012 BID OPENING 10/12/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 03/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 21.5500 2,370.50 0.000 0 159 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 76.7600 101,323.20 300.000 23,028 160 VEGETATION CONTROL (MINOR CONCRETE) SQYD 136.3700 163,644.00 148.750 20,285 161 CABLE RAILING LF 100.0100 39,203.92 214.600 21,462 (F) 162 TRANSITION RAILING (TYPE WB-31) EA 6,019.6000 42,137.20 2.000 12,039 163 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,272.5000 6,817.50 0.000 0 164 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,469.2500 22,346.25 2.000 8,938 165 CONCRETE BARRIER (TYPE 60M) LF 134.0000 2,184,200.00 483.970 64,851 166 CONCRETE BARRIER (TYPE 60MF) LF 400.0000 124,000.00 0.000 0 167 CONCRETE BARRIER (TYPE 842A MODIFIED) LF 507.0000 100,386.00 99.000 50,193 (F) 168 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 507.0000 149,058.00 147.000 74,529 (F) 169 REMOVE GUARDRAIL LF 14.1400 13,998.60 375.000 5,302 170 REMOVE TRAFFIC STRIPE (HIGH-PRESSURE LF 0.9100 175,630.00 65,890.000 59,959 WATER BLASTING) 171 REMOVE PAVEMENT MARKING (HIGH-PRESSURE SQFT 16.0300 2,083.90 0.000 0 WATER BLASTING) 172 12" RUMBLE STRIP (CONCRETE PAVEMENT) STA 250.0000 57,500.00 0.000 0 173 METHYL METHACRYLATE PAINT TRAFFIC STRIPE SQFT 32.0600 25,006.80 0.000 0 CROSSWALK AND PAVEMENT MARKING 174 6" METHYL METHACRYLATE PAINT TRAFFIC LF 4.8600 238,140.00 0.000 0 STRIPE (RECESSED) 175 6" METHYL METHACRYLATE PAINT TRAFFIC LF 4.8600 2,381.40 0.000 0 STRIPE (RECESSED, BROKEN 17-7) 176 6" METHYL METHACRYLATE PAINT TRAFFIC LF 2.1900 100,083.00 0.000 0 STRIPE (RECESSED, BROKEN 36-12) 177 12" METHYL METHACRYLATE PAINT TRAFFIC LF 11.2200 21,654.60 0.000 0 STRIPE (RECESSED) 178 CONTRAST STRIPE PAINT (2-COAT) LF 0.2800 54,320.00 0.000 0 179 CAMERA SYSTEMS LS 307,185.5400 307,185.54 0.000 0 180 MODIFYING AUTOMATIC VEHICLE LS 207,116.6300 207,116.63 0.000 0 CLASSIFICATION SYSTEMS 181 MODIFYING LIGHTING SYSTEMS LS 771,112.6700 771,112.67 0.000 0 182 MODIFYING SIGN ILLUMINATION SYSTEMS LS 62,759.0100 62,759.01 0.000 0 183 REMOVING LIGHTING SYSTEMS LS 45,584.3500 45,584.35 0.000 0 184 2" CONDUIT (BRIDGE) LS 30,532.6100 30,532.61 0.500 15,266 PROGRAM CAS145 PAGE 8 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H9904 TIME 09:23 AM ESTIMATE NO. 012 BID OPENING 10/12/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 03/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 3" CONDUIT (BRIDGE) LS 19,337.3200 19,337.32 0.500 9,668 186 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 187 MINOR CONCRETE CY 1,261.1200 13,872.32 0.000 0 (F) 188 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 189 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 190 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 191 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 192 JOINT SEAL (ASPHALT RUBBER) LF 6.3000 350,280.00 32,928.000 207,446 PROGRAM CAS145 PAGE 9 DATE 03/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1H9904 TIME 09:23 AM ESTIMATE NO. 012 BID OPENING 10/12/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/25 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 03/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 138,076.09 31,071,868.01 ADJUSTMENT OF COMPENSATION 0.00 -87,579.61 EXTRA WORK 828,782.66 2,284,910.41 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 966,858.75 33,269,198.81 193 MOBILIZATION LS 6,855,000.0000 6,855,000.00 0.050 342,750.00 1.000 6,855,000 ORIGINAL CONTRACT AMOUNT 68,586,826.00 TOTAL WORK COMPLETED 1,309,608.75 40,124,198.81 MATERIALS ON HAND ON SITE -59,246.59 570,302.41 DEDUCTIONS 9,000.00 -2,000.00 TOTAL 1,259,362.16 40,692,501.22 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 12/21/23 170 05/20/24 03/25/24 07/22/25 85 161 0 0 56% 50% PROGRESS IS SATISFACTORY *** SUSPENDED ON 09/30/24. CLARK, MARTIN RESIDENT ENGINEER