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 04/22/22 EST. NO. 020 TIME 10:38 AM R.E. NAME: DAN KRAFT 01-0E7204 --------------------------------------------------------------------------- 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 04/22/22 EST. NO. 020 TIME 10:38 AM R.E. NAME: DAN KRAFT 01-0E7204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 12/21 -10,000.00 016 PER 1/22 LETTER -10,000.00 017 PER LTR DATE 2/16/22 -3,000.00 018 LTR 3/22 DEDUCT -4,000.00 019 RELEASE 12/21 DEDUCT 10,000.00 019 RELEASE 1/22 DEDUCT 10,000.00 019 RELEASE2/22 DEDUCT 3,000.00 019 PER LTR 4/22 DEDUCT -1,000.00 020 -1,000.00 -5,000.00 TOTAL DEDUCTIONS -1,000.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 04/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E7204 TIME 10:38 AM ESTIMATE NO. 020 BID OPENING 06/23/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 04/22/22 LOCATION PROGRESS ESTIMATE 01-LAK-29-12.7/14.5 ----------------- GHILOTTI CONSTRUCTION CO. IN LAKE COUNTY NEAR LOWER LAKE FROM 246 GHILOTTI AVE; 0.8 MILE NORTH OF SPRUCE GROVE RD- SANTA ROSA CA 95407 SOUTH TO 0.4 MILE SOUTH OF HOFACKER LANE FED. AID NO. HSST-P029(150)E WIDEN SHOULDER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,475.0000 2,475.00 1.000 2,475 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,500.0000 7,500.00 0.750 5,625 003 TIME-RELATED OVERHEAD (LS) LS 236,000.0000 236,000.00 0.930 219,480 004 DEVELOP WATER SUPPLY LS 8,000.0000 8,000.00 1.000 8,000 005 CONSTRUCTION AREA SIGNS LS 5,900.0000 5,900.00 0.750 4,425 006 TRAFFIC CONTROL SYSTEM LS 288,000.0000 288,000.00 0.980 282,240 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4000 7,840.00 19,500.500 7,800 008 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 3,850.00 106.000 3,710 009 PORTABLE RADAR SPEED FEEDBACK SIGN LS 11,000.0000 11,000.00 1.000 11,000 SYSTEMS 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 22,000.0000 22,000.00 1.000 22,000 011 TEMPORARY RAILING (TYPE K) LF 18.0000 41,400.00 2,300.000 41,400 012 ALTERNATIVE TEMPORARY CRASH CUSHION EA 5,000.0000 20,000.00 4.000 20,000 013 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 014 JOB SITE MANAGEMENT LS 24,000.0000 24,000.00 1.000 24,000 015 PREPARE STORM WATER POLLUTION PREVENTION LS 1,295.0000 1,295.00 0.500 647 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 12,500.00 3.000 1,500.00 22.000 11,000 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 21,500.00 13.000 6,500 018 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 019 MOVE-IN/MOVE-OUT EA 1,000.0000 12,000.00 4.000 4,000 (TEMPORARY EROSION CONTROL) 020 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 15,800.00 39,314.000 39,314 (BONDED FIBER MATRIX) 021 TEMPORARY COVER SQYD 2.0000 31,600.00 901.000 1,802 022 TEMPORARY CHECK DAM LF 15.0000 10,050.00 821.000 12,315 PROGRAM CAS145 PAGE 2 DATE 04/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E7204 TIME 10:38 AM ESTIMATE NO. 020 BID OPENING 06/23/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 04/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 7,500.00 30.000 4,500 024 TEMPORARY FIBER ROLL LF 3.5000 70,000.00 8,410.000 29,435 025 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 9,000.00 0.000 0 026 STREET SWEEPING LS 18,800.0000 18,800.00 1.000 18,800 027 TEMPORARY CONCRETE WASHOUT LS 2,500.0000 2,500.00 1.000 2,500 028 TREATED WOOD WASTE LB 0.4000 728.00 811.000 324 029 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 25,000.0000 25,000.00 1.000 25,000 030 NATURAL RESOURCE PROTECTION PLAN LS 2,500.0000 2,500.00 1.000 2,500 031 INVASIVE SPECIES CONTROL LS 5,000.0000 5,000.00 1.000 5,000 032 CLEARING AND GRUBBING (LS) LS 138,212.0000 138,212.00 1.000 138,212 033 ROADWAY EXCAVATION CY 20.0000 1,680,000.00 87,254.600 1,745,092 034 SHOULDER BACKING TON 250.0000 21,500.00 77.650 19,412 035 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 6,400.00 4.000 3,200 036 BONDED FIBER MATRIX (MIX 1) SQFT 0.1800 35,280.00 101,530.000 18,275 037 BONDED FIBER MATRIX (MIX 2) SQFT 0.1600 8,080.00 12,000.000 1,920 038 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6000 83,400.00 64,001.000 38,400 039 HYDROMULCH (FRM) SQFT 0.1500 50,400.00 396,405.000 59,460 040 FIBER ROLLS LF 2.5100 47,439.00 6,015.000 15,097 041 HYDROSEED (HBGM) SQFT 0.1700 57,120.00 358,196.000 60,893 042 COMPOST (CY) CY 51.0000 2,346.00 0.000 0 043 INCORPORATE MATERIALS SQFT 0.1500 1,174.50 0.000 0 044 PERMANENT EROSION CONTROL ESTABLISHMENT LS 20,000.0000 20,000.00 0.000 0 WORK 045 FINISHING ROADWAY LS 8,000.0000 8,000.00 0.000 0 046 CLASS 2 AGGREGATE BASE (CY) CY 95.0000 568,100.00 5,907.300 561,193 047 HOT MIX ASPHALT (TYPE A) TON 125.0000 1,275,000.00 16,970.440 2,121,305 048 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 140.0000 747,600.00 0.000 0 049 ASPHALT BINDER TON 1.0000 11.00 7.520 7 (GEOSYNTHETIC PAVEMENT INTERLAYER) PROGRAM CAS145 PAGE 3 DATE 04/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E7204 TIME 10:38 AM ESTIMATE NO. 020 BID OPENING 06/23/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 04/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 5.8000 43,152.00 7,511.000 43,563 (PAVING FABRIC) 051 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.2500 9,262.50 7,386.000 9,232 052 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2500 91.25 133.000 166 053 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.2500 3,200.00 3,480.000 4,350 054 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2500 2,812.50 1,621.000 2,026 055 PLACE HOT MIX ASPHALT SQYD 25.0000 44,250.00 1,845.000 46,125 (MISCELLANEOUS AREA) 056 TACK COAT TON 4,000.0000 14,800.00 45.950 183,800 057 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 4,500.00 0.000 0 058 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 46,500.00 16,490.800 49,472 059 RAIL ELEMENT WALL SQFT 22.0000 27,280.00 1,239.000 27,258 060 MECHANICALLY STABILIZED EMBANKMENT SQFT 120.0000 309,120.00 2,576.000 309,120 (F) 061 STRUCTURAL CONCRETE, HEADWALL CY 3,200.0000 60,800.00 19.000 60,800 (F) 062 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,200.0000 64,000.00 23.750 76,000 (F) 063 24" ALTERNATIVE PIPE CULVERT LF 500.0000 725,000.00 1,437.000 718,500 064 36" ALTERNATIVE PIPE CULVERT LF 525.0000 110,250.00 188.500 98,962 065 8" ALTERNATIVE PIPE UNDERDRAIN LF 90.0000 214,200.00 2,528.000 227,520 066 10" FLUME DOWNDRAIN LF 100.0000 14,000.00 20.000 2,000 067 8" ENTRANCE TAPER EA 300.0000 600.00 0.000 0 068 10" TAPERED INLET EA 400.0000 2,800.00 2.000 800 069 8" DOWNDRAIN SLIP JOINT EA 600.0000 1,800.00 0.000 0 070 ANCHOR ASSEMBLY EA 450.0000 17,100.00 31.000 13,950 071 CABLE ANCHORAGE SYSTEM EA 4,500.0000 4,500.00 1.000 4,500 072 10" FLUME ANCHOR ASSEMBLY EA 425.0000 5,950.00 1.000 425 073 8" ALTERNATIVE PIPE DOWNDRAIN LF 120.0000 8,280.00 69.000 8,280 074 24" ALTERNATIVE PIPE DOWNDRAIN LF 175.0000 54,250.00 342.800 59,990 075 36" ALTERNATIVE PIPE DOWNDRAIN LF 225.0000 4,950.00 21.100 4,747 076 GEOMEMBRANE (WATER BARRIER) SQYD 15.0000 17,850.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 04/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E7204 TIME 10:38 AM ESTIMATE NO. 020 BID OPENING 06/23/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 04/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 DRAINAGE INLET MARKER EA 40.0000 520.00 0.000 0 078 36" CORRUGATED STEEL PIPE INLET LF 500.0000 2,500.00 5.000 2,500 (.168" THICK) 079 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 080 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 081 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 082 ABANDON CULVERT (LF) LF 50.0000 20,000.00 396.900 19,845 083 REMOVE ENTRANCE TAPER EA 150.0000 2,400.00 14.000 2,100 084 REMOVE CULVERT (LF) LF 30.0000 52,800.00 1,687.100 50,613 085 REMOVE DOWNDRAIN (EA) EA 1,000.0000 21,000.00 20.000 20,000 086 REMOVE INLET EA 1,000.0000 9,000.00 9.000 9,000 087 REMOVE HEADWALL EA 1,000.0000 2,000.00 2.000 2,000 088 REMOVE FLARED END SECTION (EA) EA 150.0000 1,500.00 12.000 1,800 089 ADJUST INLET EA 2,200.0000 26,400.00 12.000 26,400 090 CONCRETE INVERT PAVING CY 3,500.0000 12,250.00 3.580 12,530 091 SAND BACKFILL CY 300.0000 7,200.00 0.000 0 092 30" CURED-IN-PLACE PIPELINER LF 365.0000 36,135.00 99.000 36,135 093 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 500.0000 106,500.00 56.150 28,075 (F) (CY) 094 ROCK SLOPE PROTECTION CY 400.0000 18,800.00 46.700 18,680 (3T, CLASS X, METHOD A) 095 ROCK SLOPE PROTECTION CY 350.0000 26,950.00 76.500 26,775 (3/8 T, CLASS VI, METHOD B) (CY) 096 ROCK SLOPE PROTECTION CY 350.0000 14,000.00 39.100 13,685 (300 LB, CLASS IV, METHOD B) (CY) 097 ROCK SLOPE PROTECTION CY 350.0000 19,950.00 36.400 12,740 (150 LB, CLASS III, METHOD B) (CY) 098 ROCK SLOPE PROTECTION CY 350.0000 21,350.00 57.100 19,985 (60 LB, CLASS II, METHOD B) (CY) 099 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.5000 4,800.00 746.000 1,119 100 42" JACKED WELDED STEEL PIPE LF 1,700.0000 255,000.00 140.000 238,000 101 FENCE (TYPE WM, METAL POST) LF 23.1000 44,121.00 618.000 14,275.80 1,821.000 42,065 102 TEMPORARY FENCE (TYPE WM) LF 23.8500 25,519.50 641.500 15,299 103 REMOVE FENCE LF 5.0000 14,150.00 616.000 3,080.00 2,511.000 12,555 PROGRAM CAS145 PAGE 5 DATE 04/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E7204 TIME 10:38 AM ESTIMATE NO. 020 BID OPENING 06/23/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 04/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 DELINEATOR (CLASS 1) EA 40.0000 2,840.00 44.000 1,760 105 PAVEMENT MARKER EA 10.0000 9,700.00 0.000 0 (RETROREFLECTIVE-RECESSED) 106 MILEPOST MARKER EA 45.0000 135.00 3.000 135 107 UNDERDRAIN MARKER EA 45.0000 675.00 15.000 675 108 MARKER (CULVERT) EA 40.0000 1,680.00 42.000 1,680 109 OBJECT MARKER (TYPE L-1) EA 45.0000 90.00 4.000 180 110 REMOVE MARKER EA 5.0000 200.00 40.000 200 111 REMOVE ROADSIDE SIGN EA 100.0000 800.00 8.000 800 112 RESET ROADSIDE SIGN EA 200.0000 400.00 0.000 0 113 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.2500 1,348.50 57.760 1,342 (0.063"-UNFRAMED) 114 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 1,050.00 60.000 1,050 (0.080"-UNFRAMED) 115 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.0000 735.00 21.000 735 (0.080"-FRAMED) 116 ROADSIDE SIGN - ONE POST EA 300.0000 2,700.00 9.000 2,700 117 ROADSIDE SIGN - TWO POST EA 400.0000 400.00 1.000 400 118 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 34.0000 81,600.00 2,381.250 80,962 119 VEGETATION CONTROL (MINOR CONCRETE) SQYD 51.5000 83,430.00 1,258.500 64,812 120 CABLE RAILING LF 115.0000 33,120.00 30.000 3,450.00 284.300 32,694 (F) 121 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,100.0000 7,700.00 7.000 7,700 122 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,092.0000 4,092.00 1.000 4,092 123 REMOVE GUARDRAIL LF 6.0000 5,160.00 854.600 5,127 124 THERMOPLASTIC PAVEMENT MARKING SQFT 15.0000 1,950.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 125 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 4,215.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 126 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 31,790.00 28,357.000 24,103 (ENHANCED WET NIGHT VISIBILITY) 127 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 5,080.00 12,602.500 5,041 128 12" RUMBLE STRIP STA 67.4600 18,888.80 261.000 17,607 (ASPHALT CONCRETE PAVEMENT) 129 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 04/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E7204 TIME 10:38 AM ESTIMATE NO. 020 BID OPENING 06/23/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 04/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 TEMPORARY CRASH CUSHION MODULE EA 225.0000 9,450.00 0.000 0 131 DATA CORE LS 2,000.0000 2,000.00 0.000 0 132 24" ALTERNATIVE FLARED END SECTION EA 800.0000 10,400.00 12.000 9,600 133 30" ALTERNATIVE FLARED END SECTION EA 900.0000 2,700.00 2.000 1,800 134 36" ALTERNATIVE FLARED END SECTION EA 1,000.0000 3,000.00 3.000 3,000 135 CLEANING, INSPECTING, AND PREPARING LF 48.0000 4,752.00 144.000 6,912 CULVERT (LF) 136 MISCELLANEOUS IRON AND STEEL LB 3.0000 8,532.00 4,417.500 13,252 (F) PROGRAM CAS145 PAGE 7 DATE 04/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0E7204 TIME 10:38 AM ESTIMATE NO. 020 BID OPENING 06/23/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: DAN KRAFT DATE OF THIS ESTIMATE 04/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 22,305.80 8,452,117.70 ADJUSTMENT OF COMPENSATION 0.00 228,348.08 EXTRA WORK 0.00 587,204.65 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 22,305.80 9,267,670.43 137 MOBILIZATION LS 880,000.0000 880,000.00 1.000 880,000 ORIGINAL CONTRACT AMOUNT 9,456,557.55 TOTAL WORK COMPLETED 22,305.80 10,147,670.43 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -1,000.00 -5,000.00 TOTAL 21,305.80 10,142,670.43 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 07/23/20 345 09/17/20 09/17/20 06/01/23 91 304 0 0 95% 26% PROGRESS IS SATISFACTORY DAN KRAFT RESIDENT ENGINEER