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 07/25/22 EST. NO. 026 TIME 11:18 AM R.E. NAME: GARRETT GRIFFITH 03-0A5704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0022 1,000.00 E.W. @ F.A.(+) 042822 N 0457.0 0023 1,250.00 042822 N 0458.0 022 0001 36,397.00 A.C. @ L.S.(+) 090821 N CO22-1 0002 44,420.27 E.W. @ L.S.(+) 090821 N CO22-2 025 0001 50,825.23 E.W. @ L.S.(+) 062122 N CO25-1 133,892.50 TOTAL THIS ESTIMATE 1,319,059.48 TOTAL PREVIOUS ESTIMATE 1,452,951.98 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 07/25/22 EST. NO. 026 TIME 11:18 AM R.E. NAME: GARRETT GRIFFITH 03-0A5704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER 7/20 LETTER -10,000.00 005 PER 8/20 LETTER -10,000.00 006 PER LTR DATED 9/20 -10,000.00 007 RETURN DEDUCT 7/20 10,000.00 008 RETURN DEDUCT 8/20 10,000.00 008 RETURN DEDUCT 9/20 10,000.00 008 PER LTR DATED 11/20 -6,000.00 009 PER 12/20 DEDUCT -5,000.00 010 RELEASE 11/20 DEDUCT 6,000.00 012 PER 3/21 LETTER -1,000.00 013 PER 4/21 LETTER -1,000.00 014 PER 05/21 LETTER -10,000.00 015 RELEASE 12/20 DEDUCT 5,000.00 015 RELEASE 3/21 DEDUCT 1,000.00 015 RELEASE 4/21 DEDUCT 1,000.00 016 RELEASE 5/21 DEDUCT 10,000.00 016 PER 7/21 LETTER -10,000.00 017 PER LTR DATED 8/21 -10,000.00 018 PER 9/21 LETTER -8,000.00 019 PER 10/21 LETTER -10,000.00 020 RELEASE 7/21 DEDUCT 10,000.00 020 RELEASE 8/21 DEDUCT 10,000.00 020 RELEASE 9/21 DEDUCT 10,000.00 020 PER LTR DATED 11/21 -10,000.00 021 PER LTR DATED 12/21 -10,000.00 022 PER 1/22 LETTER -9,000.00 023 RELEASE 12/21 DEDUCT 10,000.00 023 RELEASE 1/22 DEDUCT 7,000.00 024 RELEASE 11/21 DEDUCT 10,000.00 024 RELEASE 10/22 DEDUCT 10,000.00 024 DEDUCT LTTR 5/2022 -3,000.00 025 RTN LTTR 5/2022 3,000.00 026 DEDUCT LTTR 6/2022 -10,000.00 026 -7,000.00 -10,000.00 TOTAL DEDUCTIONS -7,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 07/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A5704 TIME 11:18 AM ESTIMATE NO. 026 BID OPENING 12/05/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: GARRETT GRIFFITH DATE OF THIS ESTIMATE 07/25/22 LOCATION PROGRESS ESTIMATE 03-YUB-20-13.3/18.2 ----------------- A. TEICHERT & SON INC. DBA IN YUBA COUNTY FROM MARYSVILLE ROAD TEICHERT CONSTRUCTION TO THE YUBA RIVER BRIDGE 400 SUNRISE AVE. SUITE 300; ROSEVILLE CA 95661 FED. AID NO. ACNH-P020(191)E ROADWAY REHABILITATION AND SHOULDER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,000.0000 6,000.00 0.200 1,200.00 0.950 5,700 003 TIME-RELATED OVERHEAD (LS) LS 1,500,000.0000 1,500,000.00 0.100 150,000.00 0.969 1,453,500 004 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.950 47,500 005 TRAFFIC CONTROL SYSTEM LS 613,052.9500 613,052.95 0.963 590,369 006 TYPE III BARRICADE EA 40.4000 5,252.00 80.000 3,232 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0300 666.60 220.000 666.60 3,009.500 9,118 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 52,750.00 17,618.000 4,404.50 259,188.000 64,797 009 PORTABLE DELINEATOR EA 10.1000 2,121.00 149.000 1,504 010 PLASTIC TRAFFIC DRUMS EA 18.1800 39,087.00 702.000 12,762.36 1,384.000 25,161 011 TEMPORARY PAVEMENT MARKER EA 5.0500 17,170.00 467.000 2,358.35 5,991.000 30,254 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 52,396.4100 52,396.41 0.963 50,457 013 TEMPORARY RAILING (TYPE K) LF 18.0000 484,200.00 18,580.000 334,440 014 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,500.0000 140,000.00 28.000 98,000 015 JOB SITE MANAGEMENT LS 100,000.0000 100,000.00 0.963 96,300 016 PREPARE STORM WATER POLLUTION PREVENTION LS 4,000.0000 4,000.00 0.500 2,000 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 40,000.00 25.000 12,500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 125.0000 17,500.00 15.000 1,875 019 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 2.000 4,000 020 TEMPORARY EROSION CONTROL BLANKET SQYD 3.6700 35,966.00 750.000 2,752 021 MOVE-IN/MOVE-OUT EA 204.0000 4,080.00 6.000 1,224 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 0.5100 20,706.00 88,692.000 45,232 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 07/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A5704 TIME 11:18 AM ESTIMATE NO. 026 BID OPENING 12/05/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: GARRETT GRIFFITH DATE OF THIS ESTIMATE 07/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDROSEED SQYD 1.0200 8,160.00 0.000 0 024 TEMPORARY COVER SQYD 3.1000 38,750.00 10,299.560 31,928 025 TEMPORARY CHECK DAM LF 6.2000 17,360.00 2,178.000 13,503 026 TEMPORARY DRAINAGE INLET PROTECTION EA 360.0000 18,000.00 37.000 13,320 027 TEMPORARY FIBER ROLL LF 4.1500 32,038.00 17,017.000 70,620 028 TEMPORARY COMPOST SOCK LF 6.5000 19,500.00 1,865.000 12,122 029 TEMPORARY GRAVEL BAG BERM LF 14.0000 43,680.00 298.000 4,172 030 TEMPORARY REINFORCED SILT FENCE LF 3.4500 27,945.00 0.000 0 031 TEMPORARY SILT FENCE LF 2.9000 138,040.00 7,564.000 21,935 032 TEMPORARY CONSTRUCTION ENTRANCE EA 5,100.0000 153,000.00 21.000 107,100 033 TEMPORARY CONSTRUCTION ROADWAY SQYD 17.0000 13,600.00 800.000 13,600 034 STREET SWEEPING LS 150,000.0000 150,000.00 0.963 144,450 035 TEMPORARY CONCRETE WASHOUT LS 5,041.7100 5,041.71 1.000 5,041 036 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 150.0000 3,000.00 42.000 6,300 037 WATER QUALITY MONITORING REPORT EA 75.0000 1,500.00 23.000 1,725 038 WATER QUALITY ANNUAL REPORT EA 800.0000 3,200.00 2.000 1,600 039 TEMPORARY CREEK DIVERSION SYSTEMS LS 220,000.0000 220,000.00 0.995 218,900 040 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.7600 7,349.20 3,623.000 2,753 (HAZARDOUS WASTE) 041 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7600 19,076.00 4,503.000 3,422 STRIPE (HAZARDOUS WASTE) 042 TREATED WOOD WASTE LB 0.2100 3,990.00 10,511.000 2,207 043 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 130,600.0000 130,600.00 0.963 125,767 044 NATURAL RESOURCE PROTECTION PLAN LS 8,000.0000 8,000.00 1.000 8,000 045 INVASIVE SPECIES CONTROL LS 24,014.9700 24,014.97 0.963 23,126 046 BIRD EXCLUSION DEVICES LS 70,000.0000 70,000.00 1.000 70,000 047 BAT EXCLUSION DEVICES LS 39,000.0000 39,000.00 1.000 39,000 048 REMOVE CONCRETE (SQYD) SQYD 23.0000 17,710.00 204.400 4,701 049 REMOVE CONCRETE MONUMENT EA 2,120.0000 4,240.00 2.000 4,240 PROGRAM CAS145 PAGE 3 DATE 07/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A5704 TIME 11:18 AM ESTIMATE NO. 026 BID OPENING 12/05/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: GARRETT GRIFFITH DATE OF THIS ESTIMATE 07/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE HISTORIC MONUMENT EA 4,900.0000 4,900.00 1.000 4,900 051 TEMPORARY HIGH-VISIBILITY FENCE LF 6.2000 28,644.00 5,377.000 33,337 052 CLEARING AND GRUBBING (LS) LS 600,000.0000 600,000.00 1.000 600,000 053 ROADWAY EXCAVATION CY 22.0000 5,456,000.00 30,000.000 660,000.00 327,942.000 7,214,724 054 ROADWAY EXCAVATION (TOPSOIL) CY 30.0000 17,400.00 580.000 17,400 055 ROADWAY EXCAVATION (DETOUR) CY 22.0000 301,400.00 13,700.000 301,400 056 ROADWAY EXCAVATION (DETOUR REMOVAL) CY 30.0000 74,100.00 2,470.000 74,100 057 SHOULDER BACKING TON 52.0000 103,480.00 2,032.580 105,694 058 STRUCTURE EXCAVATION (BRIDGE) CY 201.6700 190,578.15 945.000 190,578 (F) 059 STRUCTURE EXCAVATION (TYPE D) CY 907.5100 46,283.01 51.000 46,283 (F) 060 SAND BEDDING CY 205.0000 6,150.00 30.000 6,150 061 STRUCTURE BACKFILL (BRIDGE) CY 191.5900 84,491.19 441.000 84,491 (F) 062 DITCH EXCAVATION CY 31.0000 15,190.00 490.000 15,190 063 IMPORTED BORROW (CY) CY 1.0000 97,300.00 0.000 0 064 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 204.0000 2,040.00 5.000 1,020 065 BONDED FIBER MATRIX (SQFT) SQFT 0.1000 192,000.00 3,051,616.000 305,161 066 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.4100 13,571.00 11,386.000 4,668 067 FIBER ROLLS LF 3.0600 167,688.00 14,000.000 42,840.00 26,230.000 80,263 068 PERMANENT EROSION CONTROL ESTABLISHMENT LS 30,600.0000 30,600.00 0.000 0 WORK 069 FINISHING ROADWAY LS 165,000.0000 165,000.00 0.200 33,000.00 0.950 156,750 070 CLASS 2 AGGREGATE BASE (CY) CY 53.0000 2,284,300.00 3,050.000 161,650.00 36,068.450 1,911,627 071 HOT MIX ASPHALT (TYPE A) TON 78.0000 1,653,600.00 3,175.000 247,650.00 68,626.510 5,352,867 072 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 115.0000 1,805,500.00 0.000 0 073 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 91.0000 829,920.00 2,611.000 237,601.00 2,611.000 237,601 (OPEN GRADED FRICTION COURSE) 074 DATA CORE LS 4,000.0000 4,000.00 0.000 0 075 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.6000 176.00 207.000 331 076 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.6000 100.80 63.000 100 PROGRAM CAS145 PAGE 4 DATE 07/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A5704 TIME 11:18 AM ESTIMATE NO. 026 BID OPENING 12/05/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: GARRETT GRIFFITH DATE OF THIS ESTIMATE 07/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.6000 19,840.00 12,400.000 19,840 078 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.6000 208.00 130.000 208 079 PLACE HOT MIX ASPHALT SQYD 75.0000 3,825.00 75.000 5,625 (MISCELLANEOUS AREA) 080 TACK COAT TON 1,000.0000 120,000.00 63.540 63,540 081 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.5000 87,750.00 90,320.330 225,800 082 REMOVE BASE AND SURFACING CY 36.0000 174,960.00 4,859.900 174,956 083 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 380.9100 681,828.90 1,790.000 681,828 084 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 3,550.1200 894,630.24 252.000 894,630 085 PRESTRESSING CAST-IN-PLACE CONCRETE LS 95,792.5700 95,792.57 1.000 95,792 086 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 554.5900 107,590.46 194.000 107,590 (F) 087 STRUCTURAL CONCRETE, BRIDGE CY 1,159.5900 1,581,680.76 1,364.000 1,581,680 (F) 088 STRUCTURAL CONCRETE, BRIDGE CY 605.0100 394,466.52 652.000 394,466 (F) (POLYMER FIBER) 089 STRUCTURAL CONCRETE, BOX CULVERT CY 1,400.0000 497,000.00 354.430 496,202 (F) 090 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,492.3700 142,065.09 9.000 22,431.33 60.000 149,542 (F) 091 MINOR CONCRETE (MINOR STRUCTURE) CY 11,000.0000 2,200.00 0.000 0 (F) 092 CONCRETE SURFACE TEXTURE SQFT 100.8300 13,309.56 132.000 13,309 (F) (RANDOM DRY STACKED ROCK) 093 CONCRETE SURFACE TEXTURE SQFT 50.4200 131,444.94 2,607.000 131,444 (F) (RANDOM HEAVY WOOD GRAIN PLANKS) 094 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 363.0000 64,614.00 22.250 8,076.75 178.000 64,614 095 BAR REINFORCING STEEL (BRIDGE) LB 1.0600 722,491.76 681,596.000 722,491 (F) 096 BAR REINFORCING STEEL (BOX CULVERT) LB 1.1600 81,996.92 70,686.800 81,996 (F) 097 BAR REINFORCING STEEL (GALVANIZED) LB 2.1200 4,411.72 2,081.000 4,411 (F) 098 BRIDGE REMOVAL LS 186,543.4300 186,543.43 1.000 186,543 099 15" ALTERNATIVE PIPE CULVERT LF 263.0000 44,710.00 154.000 40,502 100 18" ALTERNATIVE PIPE CULVERT LF 249.0000 742,020.00 244.500 60,880.50 3,071.000 764,679 101 21" ALTERNATIVE PIPE CULVERT LF 233.0000 48,930.00 211.000 49,163 102 24" ALTERNATIVE PIPE CULVERT LF 334.0000 177,020.00 511.000 170,674 103 30" ALTERNATIVE PIPE CULVERT LF 329.0000 273,070.00 835.700 274,945 PROGRAM CAS145 PAGE 5 DATE 07/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A5704 TIME 11:18 AM ESTIMATE NO. 026 BID OPENING 12/05/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: GARRETT GRIFFITH DATE OF THIS ESTIMATE 07/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 36" ALTERNATIVE PIPE CULVERT LF 360.0000 75,600.00 205.000 73,800 105 42" ALTERNATIVE PIPE CULVERT LF 418.0000 45,980.00 110.000 45,980 106 48" ALTERNATIVE PIPE CULVERT LF 394.0000 63,040.00 157.000 61,858 107 12" TEMPORARY CULVERT LF 131.0000 10,742.00 58.000 7,598 108 15" TEMPORARY CULVERT LF 134.0000 14,740.00 48.000 6,432 109 18" TEMPORARY CULVERT LF 122.0000 62,220.00 134.000 16,348 110 24" TEMPORARY CULVERT LF 225.0000 4,275.00 33.000 7,425 111 30" TEMPORARY CULVERT LF 163.0000 29,340.00 172.500 28,117 112 24" PLASTIC PIPE LF 156.0000 23,400.00 0.000 0 113 18" CORRUGATED STEEL PIPE (.109" THICK) LF 177.0000 23,010.00 123.000 21,771 114 18" SLOTTED CORRUGATED STEEL PIPE LF 146.0000 245,280.00 0.000 0 (.079" THICK) 115 DRAINAGE INLET MARKER EA 50.0000 1,750.00 0.000 0 116 36" CORRUGATED STEEL PIPE INLET LF 1,435.6700 80,397.52 6.100 8,757.59 29.700 42,639 (.064" THICK) 117 15" ALTERNATIVE FLARED END SECTION EA 456.0000 2,280.00 4.000 1,824 118 18" ALTERNATIVE FLARED END SECTION EA 500.0000 12,500.00 25.000 12,500 119 21" ALTERNATIVE FLARED END SECTION EA 510.0000 1,530.00 3.000 1,530 120 24" ALTERNATIVE FLARED END SECTION EA 970.0000 10,670.00 10.000 9,700 121 30" ALTERNATIVE FLARED END SECTION EA 1,125.0000 12,375.00 12.000 13,500 122 36" ALTERNATIVE FLARED END SECTION EA 1,250.0000 2,500.00 2.000 2,500 123 42" ALTERNATIVE FLARED END SECTION EA 1,670.0000 3,340.00 2.000 3,340 124 48" ALTERNATIVE FLARED END SECTION EA 1,880.0000 3,760.00 2.000 3,760 125 REMOVE CULVERT (LF) LF 55.0000 260,150.00 50.000 2,750.00 2,543.500 139,892 126 REMOVE DOWNDRAIN (EA) EA 1,275.0000 1,275.00 1.000 1,275 127 REMOVE REINFORCED CONCRETE BOX CULVERT LF 12,400.0000 49,600.00 4.000 49,600 (LF) 128 REMOVE INLET EA 1,020.0000 20,400.00 6.000 6,120.00 15.000 15,300 129 REMOVE HEADWALL EA 1,840.0000 3,680.00 4.000 7,360 130 REMOVE WINGWALL EA 2,660.0000 10,640.00 4.000 10,640 PROGRAM CAS145 PAGE 6 DATE 07/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A5704 TIME 11:18 AM ESTIMATE NO. 026 BID OPENING 12/05/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: GARRETT GRIFFITH DATE OF THIS ESTIMATE 07/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 REMOVE DRAINAGE JUNCTION STRUCTURE EA 1,165.0000 1,165.00 0.000 0 132 REMOVE FLARED END SECTION (EA) EA 320.0000 1,600.00 4.000 1,280 133 CLEANING, INSPECTING, AND PREPARING LF 52.5700 107,242.80 2,040.000 107,242 CULVERT (LF) 134 CONCRETE INVERT PAVING CY 1,826.8100 51,150.68 23.200 42,381 135 36" CURED-IN-PLACE PIPELINER LF 355.8300 316,688.70 890.000 316,688 136 18" CEMENTITIOUS PIPELINER LF 302.2200 42,310.80 140.000 42,310 137 24" CEMENTITIOUS PIPELINER LF 327.7100 199,903.10 610.000 199,903 138 SMALL-ROCK SLOPE PROTECTION CY 65.6800 261,537.76 486.000 31,920.48 4,468.000 293,458 (F) 139 CONCRETE (CONCRETE APRON) CY 2,190.2800 17,522.24 8.000 17,522 140 ROCK SLOPE PROTECTION CY 80.5400 46,713.20 160.000 12,886 (1T, CLASS VIII, METHOD A) 141 ROCK SLOPE PROTECTION CY 77.7000 149,184.00 1,912.000 148,562 (300 LB, CLASS IV, METHOD B) (CY) 142 ROCK SLOPE PROTECTION CY 184.7300 55,419.00 318.000 58,744 (150 LB, CLASS III, METHOD B) (CY) 143 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.1800 55,944.00 1,830.000 9,479.40 11,530.100 59,725 144 MISCELLANEOUS IRON AND STEEL LB 3.7400 40,223.70 8,724.000 32,627 (F) 145 MANHOLE FRAME AND COVER EA 541.2600 541.26 0.000 0 146 MISCELLANEOUS METAL (BRIDGE) LB 6.0500 7,005.90 386.000 2,335 (F) 147 CONSTRUCT WATER SUPPLY SYSTEM LS 1,150,000.0000 1,150,000.00 1.000 1,150,000 148 PREPARE AND STAIN CONCRETE SQFT 30.2500 3,993.00 132.000 3,993 149 ANTI-GRAFFITI COATING SQFT 6.5500 6,812.00 1,040.000 6,812 (F) 150 RESET MAILBOX EA 303.0000 2,424.00 8.000 2,424 151 RELOCATE MAILBOX EA 303.0000 3,939.00 13.000 3,939 152 OBLITERATE SURFACING SQYD 2.1500 118,250.00 55,000.300 118,250 153 WILDLIFE FENCE (TYPE WM, METAL POST) LF 23.7500 91,912.50 3,870.000 91,912 154 TEMPORARY FENCE (TYPE WM) LF 8.2000 187,780.00 21,821.000 178,932 155 10' WIRE MESH GATE EA 2,050.0000 2,050.00 2.000 4,100 156 12' WIRE MESH GATE EA 2,203.7500 17,630.00 7.000 15,426 157 15' WIRE MESH GATE EA 2,357.5000 2,357.50 2.000 4,715 PROGRAM CAS145 PAGE 7 DATE 07/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A5704 TIME 11:18 AM ESTIMATE NO. 026 BID OPENING 12/05/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: GARRETT GRIFFITH DATE OF THIS ESTIMATE 07/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 16' WIRE MESH GATE EA 2,408.7500 4,817.50 3.000 7,226 159 REMOVE FENCE LF 3.2900 81,921.00 22,891.000 75,311 160 REMOVE CHAIN LINK FENCE LF 10.2500 1,537.50 150.000 1,537 161 REMOVE GATE EA 666.2500 6,662.50 9.000 5,996 162 SALVAGE FENCE (IRON) LF 51.2500 3,638.75 71.000 3,638 163 SALVAGE IRON GATE EA 461.2500 922.50 2.000 922 164 RESET GATE EA 2,562.5000 2,562.50 4.000 10,250 165 RELOCATE GATE EA 2,562.5000 2,562.50 0.000 0 166 CONCRETE BARRIER DELINEATOR (16-INCH) EA 25.2500 328.25 12.000 303 167 DELINEATOR (CLASS 1) EA 50.5000 6,565.00 0.000 0 168 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.3400 10,936.80 0.000 0 169 MILEPOST MARKER EA 50.5000 1,060.50 0.000 0 170 REMOVE ROADSIDE SIGN EA 101.0000 2,626.00 26.000 2,626 171 SALVAGE ROADSIDE SIGN EA 101.0000 2,121.00 24.000 2,424 172 RESET ROADSIDE SIGN EA 202.0000 1,616.00 11.000 2,222 173 RELOCATE ROADSIDE SIGN EA 202.0000 1,212.00 6.000 1,212 174 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.8600 401.82 37.000 401 (0.063"-UNFRAMED) 175 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.5900 1,632.10 190.000 1,632 (0.063"-UFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 176 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.8500 1,970.00 200.000 1,970 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 177 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.1300 1,444.30 110.000 1,444 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 178 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.8900 1,263.99 91.000 1,263 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 179 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0500 2,878.50 570.000 2,878 180 ROADSIDE SIGN - ONE POST EA 303.0000 9,393.00 31.000 9,393 181 ROADSIDE SIGN - TWO POST EA 606.0000 4,848.00 8.000 4,848 182 INSTALL ROADSIDE SIGN PANEL ON EA 101.0000 1,616.00 16.000 1,616 EXISTING POST PROGRAM CAS145 PAGE 8 DATE 07/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A5704 TIME 11:18 AM ESTIMATE NO. 026 BID OPENING 12/05/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: GARRETT GRIFFITH DATE OF THIS ESTIMATE 07/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 183 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 29.2600 76,661.20 2,300.000 67,298 184 VEGETATION CONTROL (MINOR CONCRETE) SQYD 66.1100 113,709.20 1,379.100 91,172 185 CHAIN LINK RAILING (TYPE 6 MODIFIED) LF 178.7500 69,712.50 390.000 69,712 (F) (VINYL-CLAD) 186 CABLE RAILING LF 51.2500 2,255.00 150.000 7,687 (F) 187 TRANSITION RAILING (TYPE WB-31) EA 3,531.5000 14,126.00 4.000 14,126 188 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,783.7500 52,972.50 14.000 52,972 189 CALIFORNIA ST-70 BRIDGE RAIL (MODIFIED) LF 519.3000 372,857.40 215.400 111,857.22 574.400 298,285 (F) 190 CALIFORNIA ST-70B BRIDGE RAIL (MODIFIED) LF 519.3000 45,179.10 21.800 11,320.74 87.050 45,205 (F) 191 SALVAGE GUARDRAIL LF 4.0400 5,090.40 1,064.500 4,300 192 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0500 13,310.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 193 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7100 1,036.60 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 194 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7100 11,644.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 195 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0100 2,959.30 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 196 6" PERMANENT TAPE TRAFFIC STRIPE LF 2.8800 3,916.80 0.000 0 197 6" PERMANENT TAPE TRAFFIC STRIPE LF 2.8800 1,958.40 0.000 0 (BROKEN36-12) 198 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9100 84,812.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 199 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.9700 5,910.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 200 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 4,055.00 14,850.000 7,425.00 19,007.000 9,503 201 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 7,200.00 12,524.000 6,262 202 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.8800 1,590.80 429.000 1,664 203 MODIFYING EXISTING ELECTRICAL SYSTEM LS 36,780.0000 36,780.00 1.000 36,780 204 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 205 PORTABLE RADAR SPEED FEEDBACK SIGN LS 26,000.0000 26,000.00 1.000 26,000 SYSTEMS 206 LIGHTING SYSTEM LS 86,130.0000 86,130.00 0.951 81,909 207 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 208 ROADWAY EXCAVATION (UNSUITABLE MATERIAL) CY 23.0000 926,900.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 07/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A5704 TIME 11:18 AM ESTIMATE NO. 026 BID OPENING 12/05/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: GARRETT GRIFFITH DATE OF THIS ESTIMATE 07/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,835,151.82 32,426,440.24 ADJUSTMENT OF COMPENSATION 36,397.00 475,153.96 EXTRA WORK 97,495.50 977,798.02 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,969,044.32 33,879,392.22 209 MOBILIZATION LS 3,557,848.1900 3,557,848.19 1.000 3,557,848 ORIGINAL CONTRACT AMOUNT 35,578,481.92 TOTAL WORK COMPLETED 1,969,044.32 37,437,240.41 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -7,000.00 -10,000.00 TOTAL 1,962,044.32 37,427,240.41 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 01/22/20 315 03/23/20 03/23/20 07/29/23 287 315 0 0 93% 91% PROGRESS IS SATISFACTORY GARRETT GRIFFITH RESIDENT ENGINEER