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 10/26/22 EST. NO. 012 TIME 12:15 PM R.E. NAME: DAN KRAFT 01-0E0814 --------------------------------------------------------------------------- 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 0011 617.27 E.W. @ F.A.(+) 081022 N 0068.0 0015 7,298.65 081722 N 0118.0 0017 538.95 092922 N 0130.0 0018 8,553.19 083122 N 932015 002 0003 841.53 A.C. @ U.P.(+) 102022 N 3 0 006 0004 567,271.90 E.W. @ L.S.(+) 101922 N 4 0 0005 -263,200.00 A.C. @ L.S.(-) 101922 N 5 0 0006 -30,098.40 101922 N 6 0 007 0001 1,826.00 E.W. @ F.A.(+) 081622 N 0073.0 009 0001 -3,000.00 A.C. @ L.S.(-) 101922 N 1 0 014 0005 4,690.18 E.W. @ F.A.(+) 091922 N 0119.0 0006 3,226.43 090622 N 0113.0 0007 5,701.33 090722 N 0114.0 016 0001 5,685.08 E.W. @ F.A.(+) 081922 N 0102.0 0002 7,025.58 093022 N 0127.0 0002-1 -7,025.58 093022 N 0127.0 DAO CORRECTING ENTRY 0002-2 7,556.85 093022 N 0127.0 DAO CORRECTING ENTRY 0003 901.88 100322 N 0128.0 0003-1 -901.88 100322 N 0128.0 DAO CORRECTING ENTRY 0003-2 1,127.37 100322 N 0128.0 DAO CORRECTING ENTRY 318,636.33 TOTAL THIS ESTIMATE 689,807.30 TOTAL PREVIOUS ESTIMATE 1,008,443.63 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 10/26/22 EST. NO. 012 TIME 12:15 PM R.E. NAME: DAN KRAFT 01-0E0814 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER 2/22 LTR -4,000.00 004 LTR 2/22 RETURN 4,000.00 005 LTR 3/22 DEDUCT -1,000.00 005 PER LTR 4/22 RETURN 1,000.00 006 PER 5/22 LTR DEDUCT -10,000.00 007 PER 6/22 LTR DEDUCT -2,000.00 008 PER 7/22 LTR DEDUCT -1,000.00 009 RELEASE 5/22 DEDUCT 10,000.00 009 RELEASE 6/22 DEDUCT 2,000.00 009 PER 8/22 LTR DEDUCT -10,000.00 010 PER LTR 9/22 DEDUCT -5,000.00 011 RELEASE 7/22 DEDUCT 1,000.00 011 RELEASE 8/22 DEDUCT 10,000.00 011 PER 10/22 LTR DEDUCT -9,000.00 012 RELEASE 9/22 DEDUCT 5,000.00 012 -4,000.00 -9,000.00 TOTAL DEDUCTIONS -4,000.00 -9,000.00 PROGRAM CAS145 PAGE 1 DATE 10/26/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E0814 TIME 12:15 PM ESTIMATE NO. 012 BID OPENING 08/31/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/22 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 10/26/22 LOCATION PROGRESS ESTIMATE 01-LAK-29-50.8/ .0 ----------------- GRANITE CONSTRUCTION COMPANY IN LAKE COUNTY AT VARIOUS LOCATIONS 1324 S. STATE STREET; UKIAH CA 95482 FED. AID NO. N O N E BRIDGE RAIL & UPGRADE ------------------------------------------------------------------------------------------------------------------------------------ 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 0.020 60.00 0.640 1,920 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.250 1,250 003 TIME-RELATED OVERHEAD (LS) LS 276,000.0000 276,000.00 0.180 49,680.00 0.410 113,160 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 2,000.00 1.000 2,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 8,000.00 1.000 200 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 13,275.0000 13,275.00 0.750 9,956 007 TRAFFIC CONTROL SYSTEM LS 1,220,000.0000 1,220,000.00 0.420 512,400.00 0.680 829,600 008 TYPE III BARRICADE EA 50.0000 250.00 5.000 250 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 10.0000 1,700.00 24.000 240.00 24.000 240 010 TEMPORARY TRAFFIC STRIPE (TAPE) LF 4.7500 8,360.00 5,499.000 26,120 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.7000 7,980.00 2,034.000 1,423 012 CHANNELIZER (SURFACE MOUNTED) EA 52.0000 2,600.00 123.000 6,396 013 PLASTIC TRAFFIC DRUMS EA 75.0000 900.00 8.000 600 014 PORTABLE SIGNAL SYSTEMS LS 75,200.0000 75,200.00 0.200 15,040.00 0.900 67,680 015 PORTABLE RADAR SPEED FEEDBACK LS 40,000.0000 40,000.00 0.120 4,800.00 0.600 24,000 SIGN SYSTEM 016 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 5,000.0000 5,000.00 0.100 500.00 1.000 5,000 017 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 0.050 1,000.00 0.400 8,000 018 TEMPORARY RAILING (TYPE K) LF 35.0000 64,400.00 1,700.000 59,500 019 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,700.0000 70,300.00 10.000 37,000 020 JOB SITE MANAGEMENT LS 30,000.0000 30,000.00 0.040 1,200.00 0.400 12,000 021 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 0.750 750 022 MOVE-IN/MOVE-OUT EA 850.0000 10,200.00 0.000 0 (TEMPORARY EROSION CONTROL) PROGRAM CAS145 PAGE 2 DATE 10/26/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E0814 TIME 12:15 PM ESTIMATE NO. 012 BID OPENING 08/31/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/22 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 10/26/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH SQYD 1.5000 3,360.00 0.000 0 (BONDED FIBER MATRIX) 024 TEMPORARY COVER SQYD 14.0000 19,040.00 0.000 0 025 TEMPORARY CHECK DAM LF 8.5000 11,985.00 80.000 680.00 80.000 680 026 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 350.00 1.000 175 027 TEMPORARY FIBER ROLL LF 3.5000 9,520.00 0.000 0 028 TEMPORARY GRAVEL BAG BERM LF 15.0000 1,800.00 63.000 945.00 63.000 945 029 TEMPORARY REINFORCED SILT FENCE LF 13.0000 4,940.00 0.000 0 030 TEMPORARY SILT FENCE LF 3.6000 7,524.00 0.000 0 031 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 21,000.00 0.000 0 032 STREET SWEEPING LS 10,000.0000 10,000.00 0.100 1,000.00 0.500 5,000 033 TEMPORARY CONCRETE WASHOUT LS 20,000.0000 20,000.00 0.070 1,400.00 0.610 12,200 034 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 234.0000 19,890.00 1.000 234.00 5.000 1,170 035 WATER QUALITY ANNUAL REPORT EA 624.0000 1,872.00 1.000 624 036 TEMPORARY CREEK DIVERSION SYSTEMS LS 85,000.0000 85,000.00 0.700 59,500 037 WORK AREA MONITORING (BRIDGE) LS 500.0000 500.00 0.000 0 038 TREATED WOOD WASTE LB 1.0000 7,120.00 5,185.000 5,185 039 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 44,370.0000 44,370.00 0.750 33,277 040 NATURAL RESOURCE PROTECTION PLAN LS 5,603.0000 5,603.00 1.000 5,603 041 INVASIVE SPECIES CONTROL LS 10,000.0000 10,000.00 0.060 600.00 0.410 4,100 042 BAT AND BIRD EXCLUSION DEVICE LS 15,000.0000 15,000.00 0.500 7,500 043 REMOVE ROCK SLOPE PROTECTION SQYD 110.0000 3,080.00 92.000 10,120 044 TEMPORARY HIGH-VISIBILITY FENCE LF 4.2000 5,712.00 972.000 4,082 045 CLEARING AND GRUBBING (LS) LS 135,000.0000 135,000.00 0.900 121,500 046 ROADWAY EXCAVATION CY 160.0000 113,600.00 97.100 15,536.00 177.700 28,432 047 STRUCTURE EXCAVATION (BRIDGE) CY 5,000.0000 25,000.00 5.000 25,000 (F) 048 STRUCTURE EXCAVATION (TYPE A) CY 70.0000 15,400.00 220.000 15,400 (F) 049 STRUCTURE EXCAVATION (TYPE D) CY 470.0000 321,480.00 235.000 110,450 (F) PROGRAM CAS145 PAGE 3 DATE 10/26/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E0814 TIME 12:15 PM ESTIMATE NO. 012 BID OPENING 08/31/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/22 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 10/26/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (RETAINING WALL) CY 150.0000 258,000.00 0.000 0 (F) (TYPE A) 051 STRUCTURE BACKFILL (BRIDGE) CY 350.0000 176,750.00 285.000 99,750 (F) 052 STRUCTURE BACKFILL (RETAINING WALL) CY 150.0000 138,000.00 0.000 0 (F) 053 DITCH EXCAVATION CY 118.0000 25,960.00 212.000 25,016 054 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 7.0000 1,470.00 204.000 1,428.00 204.000 1,428 CLASS B2 055 WOOD MULCH CY 95.0000 1,900.00 0.000 0 056 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 850.0000 7,650.00 1.000 850.00 1.000 850 057 BONDED FIBER MATRIX (SQFT) SQFT 0.3000 13,140.00 32,885.000 9,865.50 32,885.000 9,865 058 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.7000 18,060.00 17,112.000 11,978.40 17,112.000 11,978 059 FIBER ROLLS LF 3.5000 10,920.00 1,558.500 5,454.75 1,558.500 5,454 060 COMPOST (CY) CY 92.0000 12,880.00 102.300 9,411.60 102.300 9,411 061 INCORPORATE MATERIALS SQFT 0.1700 3,077.00 17,373.000 2,953.41 17,373.000 2,953 062 PERMANENT EROSION CONTROL ESTABLISHMENT LS 35,000.0000 35,000.00 0.000 0 WORK 063 CLASS 2 AGGREGATE BASE (CY) CY 178.0000 87,220.00 59.000 10,502.00 131.300 23,371 064 HOT MIX ASPHALT (TYPE A) TON 290.0000 290,000.00 282.940 82,052.60 331.710 96,195 065 ASPHALT BINDER TON 1.0000 21.00 0.000 0 (GEOSYNTHETIC PAVEMENT INTERLAYER) 066 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 16.2000 16,038.00 308.000 4,989.60 308.000 4,989 (PAVING FABRIC) 067 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 23.0000 1,426.00 0.000 0 068 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 23.0000 1,794.00 0.000 0 069 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 23.0000 5,290.00 0.000 0 070 TACK COAT TON 4,018.5000 8,840.70 0.000 0 071 REMOVE ASPHALT CONCRETE DIKE LF 7.0000 980.00 60.500 423.50 60.500 423 072 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.0000 55,320.00 1,787.000 21,444.00 1,787.000 21,444 073 FURNISH 24" CAST-IN-STEEL SHELL LF 330.0000 104,940.00 318.000 104,940 CONCRETE PILING 074 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 24,500.0000 196,000.00 8.000 196,000 PILE 075 SEAL COURSE CONCRETE CY 500.0000 230,000.00 50.000 25,000 (F) 076 STRUCTURAL CONCRETE, BRIDGE CF 675.0000 88,425.00 0.000 0 (F) (ULTRA HIGH PERFORMANCE CONCRETE) PROGRAM CAS145 PAGE 4 DATE 10/26/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E0814 TIME 12:15 PM ESTIMATE NO. 012 BID OPENING 08/31/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/22 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 10/26/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,200.0000 130,800.00 64.120 76,944 (F) 078 STRUCTURAL CONCRETE, BRIDGE CY 1,915.0000 599,395.00 197.200 377,638 (F) 079 STRUCTURAL CONCRETE, BRIDGE CY 3,200.0000 323,200.00 101.000 323,200 (F) (POLYMER FIBER) 080 STRUCTURAL CONCRETE, RETAINING WALL CY 1,100.0000 339,900.00 0.000 0 (F) 081 STRUCTURAL CONCRETE, APPROACH SLAB CY 3,500.0000 31,500.00 4.500 15,750.00 9.000 31,500 (F) (TYPE EQ) 082 STRUCTURAL CONCRETE, APPROACH SLAB CY 2,650.0000 63,600.00 12.000 31,800.00 24.000 63,600 (TYPE R) 083 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,450.0000 13,455.00 1.240 4,278 (F) 084 CONCRETE SURFACE TEXTURE SQFT 40.0000 59,880.00 0.000 0 (F) (RANDOM ROUGH STACKED ROCK) 085 DRILL AND BOND DOWEL LF 48.0000 10,416.00 217.000 10,416 086 FURNISH PRECAST PRESTRESSED SQFT 101.0000 124,432.00 560.000 56,560.00 560.000 56,560 CONCRETE SLAB (TYPE SII) (MODIFIED) 087 ULTRA HIGH PERFORMANCE CONCRETE MOCK UP EA 22,000.0000 44,000.00 1.000 22,000 088 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 2,360.0000 25,960.00 5.000 11,800.00 5.000 11,800 UNIT 089 JOINT SEAL (MR 1/2") LF 119.0000 20,944.00 0.000 0 090 BAR REINFORCING STEEL (BRIDGE) LB 1.9500 189,657.00 79,634.000 155,286 (F) 091 BAR REINFORCING STEEL (RETAINING WALL) LB 2.0600 91,113.80 0.000 0 (F) 092 BAR REINFORCING STEEL (EPOXY COATED) LB 2.5000 8,825.00 2,350.000 5,875 (F) (BRIDGE) 093 BAR REINFORCING STEEL (GALVANIZED) LB 4.9600 5,877.60 990.000 4,910 (F) 094 PUBLIC SAFETY PLAN LS 9,000.0000 9,000.00 0.250 2,250.00 0.500 4,500 095 RAPID SETTING CONCRETE (PATCH) CF 280.0000 15,400.00 57.000 15,960.00 57.000 15,960 096 REMOVE BLOCK WALL LF 75.0000 2,850.00 38.000 2,850 097 REMOVE UNSOUND CONCRETE CF 280.0000 15,400.00 57.000 15,960.00 57.000 15,960 098 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 4.0000 30,080.00 6,253.000 25,012.00 6,253.000 25,012 099 FURNISH POLYESTER CONCRETE OVERLAY CF 90.0000 60,840.00 660.700 59,463.00 660.700 59,463 100 PLACE POLYESTER CONCRETE OVERLAY SQFT 17.0000 127,840.00 6,253.000 106,301.00 6,253.000 106,301 (F) 101 BRIDGE REMOVAL LS 70,500.0000 70,500.00 0.340 23,970 102 BRIDGE REMOVAL (PORTION), LOCATION A LS 46,000.0000 46,000.00 1.000 46,000 103 BRIDGE REMOVAL (PORTION), LOCATION B LS 36,250.0000 36,250.00 1.000 36,250 PROGRAM CAS145 PAGE 5 DATE 10/26/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E0814 TIME 12:15 PM ESTIMATE NO. 012 BID OPENING 08/31/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/22 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 10/26/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 24" ALTERNATIVE PIPE CULVERT LF 130.0000 8,840.00 0.000 0 105 60" CORRUGATED STEEL PIPE (.109" THICK) LF 860.0000 43,000.00 40.000 34,400.00 40.000 34,400 106 24" ALTERNATIVE FLARED END SECTION EA 350.0000 700.00 0.000 0 107 REMOVE CULVERT (EA) EA 4,000.0000 8,000.00 0.500 2,000.00 2.000 8,000 108 REMOVE INLET EA 1,600.0000 1,600.00 1.000 1,600 109 ADJUST INLET EA 8,600.0000 8,600.00 0.000 0 110 ROCK SLOPE PROTECTION CY 200.0000 110,000.00 459.000 91,800.00 459.000 91,800 (1/4 T, CLASS V, METHOD B) (CY) 111 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 1,020.00 458.300 1,374.90 458.300 1,374 112 MINOR CONCRETE (CURB) (LF) LF 75.0000 19,500.00 174.100 13,057 113 MINOR CONCRETE (SIDEWALK) CY 1,760.0000 28,160.00 14.300 25,168 114 MINOR CONCRETE (TEXTURED PAVING) CY 2,635.0000 2,635.00 3.000 7,905 115 REMOVE CONCRETE CURB AND SIDEWALK (SQYD) SQYD 100.0000 11,000.00 144.900 14,490 116 MISCELLANEOUS IRON AND STEEL LB 4.0000 2,868.00 239.000 956 (F) 117 MISCELLANEOUS METAL (BRIDGE) LB 110.0000 2,860.00 0.000 0 (F) 118 PREPARE AND STAIN CONCRETE SQFT 5.2500 27,300.00 0.000 0 119 PAVEMENT MARKER (RETROREFLECTIVE) EA 18.0000 5,040.00 92.000 1,656 120 REMOVE ROADSIDE SIGN EA 200.0000 2,200.00 11.000 2,200 121 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 2,750.00 0.000 0 (0.063"-UNFRAMED) 122 ROADSIDE SIGN - ONE POST EA 360.0000 2,880.00 0.000 0 123 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 55.0000 9,900.00 0.000 0 124 VEGETATION CONTROL (MINOR CONCRETE) SQYD 82.0000 18,860.00 0.000 0 125 PIPE HANDRAILING LF 325.0000 29,900.00 70.750 22,993.75 70.750 22,993 126 TUBULAR HANDRAILING LF 88.0000 54,648.00 0.000 0 (F) 127 TRANSITION RAILING (TYPE WB-31) EA 3,800.0000 15,200.00 0.000 0 128 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 16,000.00 0.000 0 129 ALTERNATIVE CRASH CUSHION SYSTEM EA 32,500.0000 130,000.00 0.000 0 130 CONCRETE BARRIER (TYPE 85) LF 465.0000 233,430.00 158.000 73,470 (F) PROGRAM CAS145 PAGE 6 DATE 10/26/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E0814 TIME 12:15 PM ESTIMATE NO. 012 BID OPENING 08/31/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/22 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 10/26/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 CONCRETE BARRIER (TYPE 85 MODIFIED) LF 545.0000 65,400.00 0.000 0 (F) 132 CONCRETE BARRIER (TYPE 85SW) LF 560.0000 34,720.00 62.000 34,720 (F) 133 REMOVE GUARDRAIL LF 15.0000 6,900.00 454.000 6,810 134 REMOVE RAILING (LF) LF 15.0000 2,100.00 132.000 1,980 135 THERMOPLASTIC PAVEMENT MARKING SQFT 12.0000 1,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 136 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 10,890.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 137 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.2500 360.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 138 REMOVE PAINTED TRAFFIC STRIPE LF 0.7500 5,467.50 674.000 505 139 REMOVE PAINTED PAVEMENT MARKING SQFT 15.0000 1,950.00 0.000 0 140 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.3500 5,818.50 7,065.000 9,537 141 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 15.0000 11,250.00 0.000 0 142 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 143 WATER QUALITY MONITORING REPORT EA 312.0000 6,240.00 3.000 936 PROGRAM CAS145 PAGE 7 DATE 10/26/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E0814 TIME 12:15 PM ESTIMATE NO. 012 BID OPENING 08/31/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/22 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 10/26/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,260,093.01 4,130,896.36 ADJUSTMENT OF COMPENSATION -295,456.87 -311,261.83 EXTRA WORK 614,093.20 1,319,705.46 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,578,729.34 5,139,339.99 144 MOBILIZATION LS 807,000.0000 807,000.00 0.050 40,350.00 1.000 807,000 ORIGINAL CONTRACT AMOUNT 8,826,315.10 TOTAL WORK COMPLETED 1,619,079.34 5,946,339.99 MATERIALS ON HAND ON SITE -93,512.60 62,404.25 DEDUCTIONS -4,000.00 -9,000.00 TOTAL 1,521,566.74 5,999,744.24 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 10/19/21 295 12/20/21 12/20/21 12/01/24 83 127 -14 0 70% 30% PROGRESS IS SATISFACTORY DAN KRAFT RESIDENT ENGINEER