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 12/14/22 EST. NO. 065 TIME 08:06 AM R.E. NAME: KRAFT, DAN 01-0B5004 --------------------------------------------------------------------------- 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 0126 9,445.98 E.W. @ F.A.(+) 100821 N 0716.1 013 0013 1,340.94 E.W. @ F.A.(+) 111120 N 0506.1 014 0022 5,786.35 E.W. @ F.A.(+) 082418 N 0101.0 021 0006 7,414.15 E.W. @ F.A.(+) 060519 N 0202.2 0007 668.25 060519 N 0202.3 031 0069 1,210.00 E.W. @ F.A.(+) 102020 N 0483.1 0070 140.40 102120 N 0498.1 0071 176.04 102220 N 0499.1 0072 115.54 102320 N 0500.1 0073 248.91 102720 N 0502.1 0074 173.32 102820 N 0503.1 0075 97.00 101420 N 0479.2 0076 1,061.54 121420 N 0484.1 0078 8,829.09 102620 N 0501.0 0079 1,210.00 072522 N 0520.1 0080 17,765.23 121420 N 0527.1 0081 2,774.13 121520 N 0528.1 0083 1,743.85 011321 N 0535.2 0084 990.00 011521 N 0538.1 032 0029 1,430.00 E.W. @ F.A.(+) 012121 N 0509.1 0030 3,041.96 041321 N 0560.2 033 0001-1 -40,700.00 E.W. @ F.A.(+) 042021 N 1 0 DAO CORRECTING ENTRY 0002-1 -198,000.00 052021 N 2 0 DAO CORRECTING ENTRY 0139 19,911.79 042621 N 0791.0 046 0001 16,399.83 E.W. @ F.A.(+) 121321 N 0723.0 048 0018 27.98 E.W. @ F.A.(+) 101421 N 0788.3 -136,697.72 TOTAL THIS ESTIMATE 6,515,908.00 TOTAL PREVIOUS ESTIMATE 6,379,210.28 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 12/14/22 EST. NO. 065 TIME 08:06 AM R.E. NAME: KRAFT, DAN 01-0B5004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING 4401 2020 -10,000.00 065 MISSING 4401 2017 -10,000.00 065 MISSING 4401 2021 -10,000.00 065 MISSING 4401 2018 -10,000.00 065 MISSING 4401 2022 -10,000.00 065 MISSING 4401 2019 -10,000.00 065 -60,000.00 -60,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING 2402 -10,000.00 065 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 8/18 -3,000.00 015 PER LTR DATED 9/18 -3,000.00 016 PER LTR DATED 10/18 -2,000.00 017 RTN DEDUCT 8/18 3,000.00 019 RTN DEDUCT 9/18 3,000.00 019 RTN DEDUCT 10/18 2,000.00 019 PER LTR DATED 1/19 -4,000.00 021 RTN DEDUCT 1/19 4,000.00 024 PER LTR DATED 7/19 -1,000.00 027 PER LTR DATED 8/19 -1,000.00 028 RTN DEDUCT 7/19 1,000.00 029 RTN DEDUCT 8/19 1,000.00 029 PER LTTR DATED 11/19 -2,000.00 031 RELEASE 11/19 DEDUCT 2,000.00 033 PER LTTR DATED 5/20 -1,000.00 038 RELEASE 6/20 DEDUCT 1,000.00 040 PER 1/22 LETTER -2,000.00 058 RELEASE 1/22 DEDUCT 2,000.00 059 LTR 3/22 DEDUCT -3,000.00 060 RELEASE 3/22 DEDUCT 3,000.00 062 0.00 0.00 TOTAL DEDUCTIONS -70,000.00 -70,000.00 PROGRAM CAS145 PAGE 1 DATE 12/14/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B5004 TIME 08:06 AM ESTIMATE NO. 065 BID OPENING 08/25/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/30/22 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 12/14/22 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 01-MEN-101-3.7/5.3 ---------------------------------------- O.C. JONES & SONS, INC IN MENDOCINO COUNTY NEAR HOPLAND 1520 FOURTH STREET FROM 0.1 MI SOUTH OF COMMINSKY STA BERKELEY CA 94710 RD-103 TO 0.6 MI NORTH OF PIETA CR BRIDGE #10-83 FED. AID NO. NHER-19C7(4)E REPAIR SLIDES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,800.0000 1,800.00 1.000 1,800 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,200.0000 462,000.00 385.000 462,000 003 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 1.000 8,000 004 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000 005 FLASHING ARROW SIGN EA 7,000.0000 7,000.00 1.000 7,000 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4000 4,240.00 12,095.000 4,838 007 CHANNELIZER (SURFACE MOUNTED) EA 37.0000 6,290.00 200.000 7,400 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 1.000 15,000 009 TEMPORARY RAILING (TYPE K) LF 24.0000 41,760.00 1,620.000 38,880 010 TEMPORARY CRASH CUSHION EA 7,000.0000 14,000.00 2.000 14,000 011 JOB SITE MANAGEMENT LS 125,000.0000 125,000.00 1.000 125,000 012 PREPARE STORM WATER POLLUTION PREVENTION LS 2,150.0000 2,150.00 0.250 537.50 1.000 2,150 PLAN 013 RAIN EVENT ACTION PLAN EA 500.0000 55,000.00 36.000 18,000 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 75.0000 3,225.00 29.000 2,175 015 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 5.000 10,000 016 MOVE-IN/MOVE-OUT EA 500.0000 2,000.00 0.000 0 (TEMPORARY EROSION CONTROL) 017 TEMPORARY COVER SQYD 7.0000 42,280.00 0.000 0 018 TEMPORARY CHECK DAM LF 12.0000 4,920.00 0.000 0 019 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 3,000.00 5.000 2,500 020 TEMPORARY FIBER ROLL LF 4.5000 17,190.00 4,781.000 21,514 021 TEMPORARY GRAVEL BAG BERM LF 8.0000 28,160.00 285.000 2,280 022 TEMPORARY REINFORCED SILT FENCE LF 40.0000 1,600.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 12/14/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B5004 TIME 08:06 AM ESTIMATE NO. 065 BID OPENING 08/25/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/30/22 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 12/14/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SILT FENCE LF 8.0000 2,880.00 939.000 7,512 024 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 10,000.00 3.500 17,500 025 TEMPORARY ACTIVE TREATMENT SYSTEM LS 30,000.0000 30,000.00 1.000 30,000 026 TEMPORARY CONCRETE WASHOUT LS 35,000.0000 35,000.00 1.000 35,000 027 TEMPORARY CLEAR WATER DIVERSION SYSTEM EA 17,000.0000 34,000.00 0.000 0 028 TEMPORARY FENCE (TYPE ESA) LF 15.0000 3,000.00 220.000 3,300 029 DUST CONTROL PLAN LS 2,000.0000 2,000.00 1.000 2,000 (NATURALLY OCCURRING ASBESTOS) 030 ABANDON CULVERT (LF) LF 70.0000 14,700.00 210.400 14,728 031 DESTROY WELL EA 4,400.0000 30,800.00 7.000 30,800 032 REMOVE FENCE LF 6.0000 7,320.00 1,313.000 7,878 033 REMOVE PAINTED TRAFFIC STRIPE LF 0.6000 5,952.00 7,645.000 4,587 034 REMOVE PAINTED PAVEMENT MARKING SQFT 12.0000 1,560.00 126.000 1,512 035 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 3,200.00 1,596.000 3,192 036 REMOVE PAVEMENT MARKER EA 3.2500 2,177.50 581.000 1,888 037 REMOVE CHANNELIZERS EA 15.0000 675.00 46.000 690 038 REMOVE CULVERT (LF) LF 28.0000 10,360.00 129.000 3,612 039 REMOVE INLET EA 1,400.0000 2,800.00 1.000 1,400 040 SALVAGE CONCRETE BARRIER (TYPE K) LF 12.0000 4,320.00 360.000 4,320 041 SALVAGE MARKER (TYPE P) EA 250.0000 750.00 3.000 750 042 SALVAGE SIGNS AND FLASHING BEACONS EA 500.0000 3,000.00 1.000 500 043 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 20,520.00 0.000 0 044 CLEARING AND GRUBBING (LS) LS 30,000.0000 30,000.00 1.000 30,000 045 ROADWAY EXCAVATION CY 32.0000 156,160.00 0.000 0 046 SHOULDER BACKING TON 270.0000 4,590.00 0.000 0 047 STRUCTURE EXCAVATION CY 31.1700 657,687.00 21,100.000 657,687 (F) 048 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 40.1800 90,204.10 2,245.000 90,204 (F) 049 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 100.9300 56,117.08 33.000 3,330.69 540.000 54,502 (F) PROGRAM CAS145 PAGE 3 DATE 12/14/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B5004 TIME 08:06 AM ESTIMATE NO. 065 BID OPENING 08/25/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/30/22 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 12/14/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 382.0000 501,184.00 1,312.000 501,184 (F) 051 LEAN CONCRETE BACKFILL CY 334.0000 335,670.00 1,005.000 335,670 (F) 052 DITCH EXCAVATION CY 75.0000 3,375.00 45.000 3,375 053 IMPORTED BORROW (CY) CY 30.0000 42,900.00 0.000 0 054 SOIL AMENDMENT (CF) CF 89.1100 5,792.15 65.000 5,792 055 ORGANIC FERTILIZER LB 94.1100 1,129.32 12.000 1,129 056 PLANT (GROUP A) EA 18.1200 2,899.20 160.000 2,899 057 PLANT (GROUP B) EA 52.4300 3,303.09 63.000 3,303 058 PLANT (GROUP U) EA 153.8900 5,847.82 38.000 5,847 059 PLANT ESTABLISHMENT WORK LS 38,360.0000 38,360.00 0.520 19,947.20 1.000 38,360 060 WOOD MULCH CY 286.0000 2,574.00 0.000 0 061 2" WYE STRAINER ASSEMBLY EA 507.0000 1,014.00 2.000 1,014 062 TRUCK STANDPIPE EA 1,650.0000 3,300.00 2.000 3,300 063 5/8" DRIP IRRIGATION TUBING LF 2.5000 4,825.00 1,930.000 4,825 (F) 064 RISER SPRINKLER ASSEMBLY EA 24.0000 15,840.00 660.000 15,840 065 2" PLASTIC PIPE (SCHEDULE 40) LF 4.5000 810.00 180.000 810 (F) (SUPPLY LINE) 066 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,250.0000 7,500.00 5.000 6,250 067 IMPORTED TOPSOIL (CY) CY 110.0000 25,300.00 222.000 24,420 068 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1500 2,985.00 19,825.000 2,973 (SQFT) 069 ROLLED EROSION CONTROL PRODUCT SQFT 0.3000 4,770.00 0.000 0 (JUTE MESH) 070 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.8700 20,097.00 23,050.000 20,053 071 HYDROMULCH SQFT 0.3000 19,980.00 145,283.000 43,584 072 FIBER ROLLS LF 3.2000 14,528.00 3,472.000 11,110 073 STRAW SQFT 0.0800 5,072.00 107,822.000 8,625 074 HYDROSEED SQFT 0.4500 29,970.00 136,571.000 61,456 075 COMPOST SQFT 0.8500 13,005.00 11,939.000 10,148 076 INCORPORATE MATERIALS SQFT 0.2500 3,825.00 11,990.000 2,997 PROGRAM CAS145 PAGE 4 DATE 12/14/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B5004 TIME 08:06 AM ESTIMATE NO. 065 BID OPENING 08/25/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/30/22 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 12/14/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CLASS 2 AGGREGATE BASE (CY) CY 44.0000 189,640.00 260.000 11,440 078 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 079 HOT MIX ASPHALT (TYPE A) TON 125.0000 241,250.00 1,500.000 187,500.00 7,075.210 884,401 080 MINOR HOT MIX ASPHALT TON 150.0000 2,400.00 0.000 0 081 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 165.0000 217,800.00 -1.000 -165.00 1,319.000 217,635 082 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 165.0000 90,750.00 -1.000 -165.00 549.000 90,585 (OPEN GRADED FRICTION COURSE) 083 SHOULDER RUMBLE STRIP STA 170.0000 3,740.00 44.000 7,480 (HMA,GROUND-IN INDENTATIONS) 084 CENTERLINE RUMBLE STRIP STA 170.0000 4,420.00 52.900 8,993 (HMA,GROUND-IN INDENTATIONS) 085 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.2000 5,040.00 0.000 0 086 TACK COAT TON 1,200.0000 6,000.00 3.980 4,776 087 GROUND ANCHOR (SUBHORIZONTAL) EA 6,915.0000 3,312,285.00 479.000 3,312,285 088 STEEL SOLDIER PILE (2 - W14 X 53) LF 152.0000 1,405,088.00 9,244.000 1,405,088 089 36" DRILLED HOLE LF 22.0000 185,724.00 8,442.000 185,724 090 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 091 STRUCTURAL CONCRETE, PILASTER CY 3,098.0000 306,702.00 2.500 7,745.00 66.500 206,017 (F) 092 MINOR CONCRETE (MINOR STRUCTURE) CY 4,300.0000 47,300.00 10.150 43,645 (F) 093 BAR REINFORCING STEEL (SOLDIER PILE LB 1.2000 93,006.00 58,139.000 69,766 (F) WALL) 094 BAR REINFORCING STEEL (PILASTER) LB 1.0000 14,605.00 9,712.000 9,712 (F) 095 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 096 SCULPTED SHOTCRETE SQFT 4.7500 68,727.75 14,469.000 68,727 097 STRUCTURAL SHOTCRETE CY 440.0000 361,680.00 648.000 285,120 (F) 098 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 40.0000 200.00 0.000 0 (0.063"-UNFRAMED) 099 ROADSIDE SIGN - ONE POST EA 250.0000 250.00 0.000 0 100 TIMBER LAGGING MFBM 3,800.0000 520,600.00 137.000 520,600 (F) 101 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 102 CLEAN AND PAINT STEEL SOLDIER PILING LS 320,000.0000 320,000.00 1.000 320,000 103 PREPARE AND STAIN SHOTCRETE SQFT 2.9000 41,960.10 14,469.000 41,960 PROGRAM CAS145 PAGE 5 DATE 12/14/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B5004 TIME 08:06 AM ESTIMATE NO. 065 BID OPENING 08/25/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/30/22 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 12/14/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 8" PLASTIC PIPE LF 135.0000 5,400.00 10.000 1,350 105 18" CORRUGATED STEEL PIPE (.109" THICK) LF 150.0000 8,550.00 19.600 2,940 106 24" CORRUGATED STEEL PIPE (.138" THICK) LF 190.0000 79,800.00 190.000 36,100 107 36" CORRUGATED STEEL PIPE (.138" THICK) LF 250.0000 32,500.00 118.000 29,500 108 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 86.0000 84,280.00 726.400 62,470 109 FURNISH AND INSTALL DRAIN PIPE LF 3.2700 27,271.80 2,700.000 8,829 (HORIZONTAL DRAIN) 110 DRILL HOLE (HORIZONTAL DRAIN) LF 20.7400 171,105.00 2,700.000 55,998 111 12" COLLECTOR SYSTEM (HORIZONTAL DRAIN LF 68.0000 40,120.00 285.000 19,380 AND GEOTEXTILE WALL DRAIN) 112 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 190.0000 58,900.00 319.000 60,610 (.109" THICK) 113 CONCRETE ANCHOR AND CABLE ASSEMBLY EA 20,000.0000 20,000.00 1.000 20,000 114 36" CORRUGATED STEEL PIPE INLET LF 1,000.0000 39,000.00 14.600 14,600 (.109" THICK) 115 8" WELDED STEEL PIPE (.134" THICK) LF 32.9600 20,435.20 270.000 8,899 116 36" PRECAST CONCRETE PIPE MANHOLE LF 1,200.0000 8,400.00 0.000 0 117 ROCK SLOPE PROTECTION (1T, METHOD A) CY 340.0000 10,880.00 32.500 11,050 (F) 118 ROCK SLOPE PROTECTION CY 150.0000 95,700.00 363.700 54,555 (F) (1/4 T, METHOD B) (CY) 119 ROCK SLOPE PROTECTION CY 140.0000 44,380.00 285.800 40,012 (F) (LIGHT, METHOD B) (CY) 120 ROCK SLOPE PROTECTION CY 275.0000 2,365.00 8.600 2,365 (F) (FACING, METHOD B) (CY) 121 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 170.0000 15,640.00 0.000 0 (F) (CY) 122 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 150.0000 52,350.00 203.800 30,570 (F) (CY) 123 ROCK SLOPE PROTECTION (1/2 T, METHOD B) CY 170.0000 41,140.00 0.000 0 (F) (CY) 124 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 8,500.00 1,038.500 5,192 125 MINOR CONCRETE (CURB) (CY) CY 1,400.0000 12,600.00 8.330 11,662 126 MISCELLANEOUS IRON AND STEEL LB 6.0000 18,996.00 2,193.000 13,158 (F) 127 FENCE (TYPE WM AND BW) LF 34.0000 62,220.00 2,454.000 83,436 128 TEMPORARY FENCE LF 28.0000 23,520.00 650.000 18,200 129 16' METAL GATE EA 3,200.0000 3,200.00 1.000 3,200 130 CABLE RAILING LF 35.0000 39,830.00 379.000 13,265.00 1,138.000 39,830 (F) PROGRAM CAS145 PAGE 6 DATE 12/14/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B5004 TIME 08:06 AM ESTIMATE NO. 065 BID OPENING 08/25/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/30/22 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 12/14/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 7,710.00 0.000 0 132 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 4,400.00 0.000 0 (BROKEN 36-12) 133 PAVEMENT MARKER (NON-REFLECTIVE) EA 5.2500 4,830.00 0.000 0 134 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.7500 2,635.00 347.000 2,689 135 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 136 RETAINING WALL (MASONRY WALL) SQFT 38.0000 71,820.00 1,890.000 71,820 (F) 137 STRUCTURAL CONCRETE, RETAINING WALL CY 1,400.0000 79,800.00 55.300 77,420 (F) 138 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 5,811.00 5,811.000 5,811 (F) PROGRAM CAS145 PAGE 7 DATE 12/14/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B5004 TIME 08:06 AM ESTIMATE NO. 065 BID OPENING 08/25/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/30/22 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 12/14/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 231,995.39 11,446,673.79 ADJUSTMENT OF COMPENSATION 0.00 897,640.45 EXTRA WORK -136,697.72 5,481,569.83 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 95,297.67 17,825,884.07 139 MOBILIZATION LS 860,000.0000 860,000.00 1.000 860,000 ORIGINAL CONTRACT AMOUNT 12,791,500.11 TOTAL WORK COMPLETED 95,297.67 18,685,884.07 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -70,000.00 -70,000.00 TOTAL 25,297.67 18,615,884.07 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 11/03/16 630 07/17/17 01/03/17 11/30/22 385 887 0 0 100% 100% KRAFT, DAN RESIDENT ENGINEER