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 10/21/19 EST. NO. 017 TIME 01:45 PM R.E. NAME: KRAFT, DAN 01-0C7504 --------------------------------------------------------------------------- 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 0052 2,339.02 E.W. @ F.A.(+) 090519 N 0085.0 0053 1,147.07 083119 N 0086.0 012 0001 5,202.32 E.W. @ F.A.(+) 070119 N 0059.0 0002 1,611.47 073019 N 0066.0 0003 9,685.55 080719 N 0069.0 19,985.43 TOTAL THIS ESTIMATE 232,878.74 TOTAL PREVIOUS ESTIMATE 252,864.17 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 10/21/19 EST. NO. 017 TIME 01:45 PM R.E. NAME: KRAFT, DAN 01-0C7504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DED OUT/STATE INSPEC -1,000.00 012 0.00 -1,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/18 -3,000.00 002 PER LTR DATED 8/18 -1,000.00 003 PER LTR DATED 9/18 -1,000.00 004 PER LTR DATED 11/18 -2,000.00 006 RTN DEDUCT 7/18 3,000.00 006 RTN DEDUCT 8/18 1,000.00 006 RTN DEDUCT 9/18 1,000.00 006 RTN DEDUCT 11/18 2,000.00 007 PER LTR DATED 1/19 -1,000.00 008 PER LTR DATED 2/19 -2,000.00 009 PER LTR DATED 3/19 -1,000.00 010 RTN DEDUCT 1/19 1,000.00 011 RTN DEDUCT 2/19 2,000.00 011 RTN DEDUCT 3/19 1,000.00 011 PER LTR DATED 7/19 -10,000.00 014 PER LTR DATED 8/19 -10,000.00 015 PER LTR DATED 9/19 -10,000.00 016 PER LTTR DATED 10/19 -2,000.00 017 -2,000.00 -32,000.00 TOTAL DEDUCTIONS -2,000.00 -33,000.00 PROGRAM CAS145 PAGE 1 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C7504 TIME 01:45 PM ESTIMATE NO. 017 BID OPENING 02/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 10/21/19 LOCATION PROGRESS ESTIMATE 01-LAK-29-9.7/10.0 ----------------- GHILOTTI CONSTRUCTION CO. IN LAKE COUNTY NEAR MIDDLETOWN FROM INC. PUTAH CREEK BRIDGE TO 0.9 MILES 246 GHILOTTI AVENUE SOUTH OF HIDDEN VALLEY LAKE SANTA ROSA CA 95407 FED. AID NO. HSST-P029(137)E IMPROVE INTERSECTION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,350.0000 1,350.00 1.000 1,350 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 0.750 2,250 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 280,000.00 140.000 280,000 004 CONSTRUCTION AREA SIGNS LS 4,195.0000 4,195.00 1.000 4,195 005 TRAFFIC CONTROL SYSTEM LS 138,000.0000 138,000.00 1.000 138,000 006 TYPE III BARRICADE EA 125.0000 250.00 2.000 250 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.8000 7,016.00 9,182.000 7,345 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 1.000 20,000 009 TEMPORARY RAILING (TYPE K) LF 60.0000 21,600.00 360.000 21,600 010 ALTERNATIVE TEMPORARY CRASH CUSHION EA 6,000.0000 12,000.00 2.000 12,000 SYSTEM 011 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 012 PREPARE STORM WATER POLLUTION PREVENTION LS 1,300.0000 1,300.00 0.750 975 PLAN 013 RAIN EVENT ACTION PLAN EA 500.0000 14,000.00 18.000 9,000 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 150.0000 6,900.00 40.000 6,000 015 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 016 MOVE-IN/MOVE-OUT EA 600.0000 1,200.00 2.000 1,200 (TEMPORARY EROSION CONTROL) 017 TEMPORARY HYDRAULIC MULCH SQYD 0.6800 7,820.00 7,528.000 5,119 018 TEMPORARY CHECK DAM LF 1.0000 360.00 23.000 23 019 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 3,250.00 7.000 1,750 020 TEMPORARY FIBER ROLL LF 4.0000 9,760.00 611.000 2,444 021 TEMPORARY REINFORCED SILT FENCE LF 9.0000 9,000.00 750.000 6,750 022 TEMPORARY SILT FENCE LF 6.0000 2,460.00 731.000 4,386 PROGRAM CAS145 PAGE 2 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C7504 TIME 01:45 PM ESTIMATE NO. 017 BID OPENING 02/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 15,000.0000 15,000.00 1.000 15,000 024 TEMPORARY CONCRETE WASHOUT LS 1,000.0000 1,000.00 1.000 1,000 025 TEMPORARY HIGH-VISIBILITY FENCE LF 7.0000 2,380.00 360.000 2,520 026 CLEARING AND GRUBBING (LS) LS 25,000.0000 25,000.00 1.000 25,000 027 ROADWAY EXCAVATION CY 40.0000 316,800.00 7,918.000 316,720 028 GEOSYNTHETIC REINFORCED EMBANKMENT CY 90.0000 81,000.00 944.000 84,960 029 SHOULDER BACKING TON 200.0000 1,800.00 22.000 4,400 030 DITCH EXCAVATION CY 65.0000 5,915.00 90.500 5,882 031 IMPORTED BORROW (CY) CY 20.0000 590,000.00 24,373.400 487,468 032 ROCK BLANKET SQFT 20.0000 53,200.00 2,819.500 56,390 033 GRAVEL MULCH SQFT 3.0000 8,820.00 3,317.000 9,951 034 BOULDER (TYPE A) EA 350.0000 4,550.00 13.000 4,550 035 BOULDER (TYPE B) EA 250.0000 4,750.00 19.000 4,750 036 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 4,800.00 3.000 2,400 037 BONDED FIBER MATRIX (SQFT) SQFT 0.1100 28,710.00 212,295.000 23,352 038 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.7100 7,739.00 7,284.000 5,171 039 COMPOST (CY) CY 33.0000 50,490.00 1,557.000 51,381 040 INCORPORATE MATERIALS SQFT 0.1500 18,600.00 127,377.000 19,106 041 PERMANENT EROSION CONTROL ESTABLISHMENT LS 60,000.0000 60,000.00 0.110 6,600 WORK 042 CLASS 2 AGGREGATE BASE (CY) CY 120.0000 343,200.00 2,860.000 343,200 043 HOT MIX ASPHALT (TYPE A) TON 150.0000 415,500.00 3,067.860 460,179 044 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 63.5000 4,254.50 125.000 7,937 045 PLACE HOT MIX ASPHALT SQYD 75.0000 1,200.00 0.000 0 (MISCELLANEOUS AREA) 046 TACK COAT TON 4,600.0000 5,980.00 1.720 7,912 047 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 20.0000 13,600.00 209.000 4,180 048 REMOVE BASE AND SURFACING CY 1.0000 3,720.00 3,225.100 3,225 049 JOINTED PLAIN CONCRETE PAVEMENT CY 550.0000 220,000.00 393.000 216,150 PROGRAM CAS145 PAGE 3 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C7504 TIME 01:45 PM ESTIMATE NO. 017 BID OPENING 02/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 JOINTED PLAIN CONCRETE PAVEMENT CY 800.0000 96,000.00 115.000 92,000 (COLORIZED) 051 JOINT SEAL (SILICONE) LF 6.0000 20,340.00 2,406.000 14,436 052 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,500.0000 63,000.00 17.010 59,535 (F) 053 BAR REINFORCING STEEL LB 1.0000 3,250.00 3,248.000 3,248 054 18" ALTERNATIVE PIPE CULVERT LF 110.0000 91,300.00 823.700 90,607 055 24" ALTERNATIVE PIPE CULVERT LF 120.0000 34,800.00 222.600 26,712 056 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 50.0000 12,000.00 236.000 11,800 057 GEOCOMPOSITE DRAIN SQFT 3.0000 4,770.00 1,650.000 4,950 058 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 50.0000 24,500.00 107.000 5,350 059 8" ENTRANCE TAPER EA 800.0000 6,400.00 0.000 0 060 DRAINAGE INLET MARKER EA 75.0000 600.00 11.000 825 061 18" ALTERNATIVE FLARED END SECTION EA 800.0000 4,000.00 5.000 4,000 062 24" ALTERNATIVE FLARED END SECTION EA 800.0000 800.00 1.000 800 063 18" PRECAST CONCRETE PIPE INLET LF 200.0000 1,200.00 0.000 0 064 36" PRECAST CONCRETE PIPE INLET LF 600.0000 9,600.00 20.900 12,540 065 ABANDON CULVERT (EA) EA 8,000.0000 8,000.00 1.000 8,000 066 REMOVE CULVERT (EA) EA 6,000.0000 6,000.00 1.000 6,000 067 SLOPE PAVING (CONCRETE) CY 4,300.0000 64,500.00 20.000 86,000 068 DETECTABLE WARNING SURFACE SQFT 30.0000 5,400.00 180.000 5,400 069 MINOR CONCRETE (CURB AND GUTTER) CY 700.0000 140,000.00 200.000 140,000 070 MINOR CONCRETE (ISLAND PAVING) CY 500.0000 85,000.00 159.600 79,800 071 MINOR CONCRETE (SIDEWALK) CY 600.0000 23,400.00 39.000 23,400 072 MINOR CONCRETE (CURB RAMP) CY 1,500.0000 13,500.00 7.100 10,650 073 MISCELLANEOUS IRON AND STEEL LB 3.0000 8,820.00 2,940.000 8,820 (F) 074 PREPARE AND STAIN CONCRETE SQFT 8.0000 3,040.00 380.000 3,040 075 OXIDIZING STAIN SQFT 2.5000 30,750.00 12,576.000 31,440 076 ANTI-GRAFFITI COATING SQFT 5.0000 7,900.00 1,576.000 7,880.00 1,576.000 7,880 (F) PROGRAM CAS145 PAGE 4 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C7504 TIME 01:45 PM ESTIMATE NO. 017 BID OPENING 02/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FENCE (TYPE WM, METAL POST) LF 23.0000 21,850.00 953.000 21,919 078 REMOVE FENCE LF 5.0000 6,000.00 1,012.000 5,060 079 DELINEATOR (CLASS 1) EA 45.0000 1,215.00 19.000 855 080 PAVEMENT MARKER (RETROREFLECTIVE) EA 15.0000 3,750.00 248.000 3,720 081 MARKER (CULVERT) EA 50.0000 300.00 15.000 750 082 OBJECT MARKER (TYPE K-1) EA 75.0000 450.00 6.000 450 083 REMOVE SIGN EA 50.0000 800.00 12.000 600 084 REMOVE ROADSIDE SIGN PANEL EA 50.0000 100.00 2.000 100 085 RELOCATE ROADSIDE SIGN EA 225.0000 450.00 2.000 450 086 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 156.00 12.000 156 (0.063"-UNFRAMED) 087 ROADSIDE SIGN - ONE POST EA 265.0000 6,890.00 25.000 6,625 088 ROADSIDE SIGN - TWO POST EA 950.0000 3,800.00 5.000 4,750 089 INSTALL ROADSIDE SIGN PANEL ON EA 125.0000 500.00 2.000 250 EXISTING POST 090 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.5000 2,550.00 278.700 2,368 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 091 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,400.00 153.500 2,302 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 092 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 3.9500 1,777.50 428.800 1,693 093 MIDWEST GUARDRAIL SYSTEM LF 33.0000 10,890.00 50.000 1,650 094 VEGETATION CONTROL (MINOR CONCRETE) SQYD 38.0000 9,500.00 134.000 5,092 095 TRANSITION RAILING (TYPE WB-31) EA 4,000.0000 4,000.00 2.000 8,000 096 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 800.00 0.000 0 097 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 3,300.00 2.000 6,600 098 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 2,500.00 0.000 0 099 REMOVE GUARDRAIL LF 3.0000 2,100.00 698.000 2,094 100 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 13,076.00 12,731.000 17,823 101 8" THERMOPLASTIC TRAFFIC STRIPE LF 7.0000 1,120.00 152.000 1,064 102 8" THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 840.00 137.000 822 (BROKEN 4-2) PROGRAM CAS145 PAGE 5 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C7504 TIME 01:45 PM ESTIMATE NO. 017 BID OPENING 02/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 THERMOPLASTIC PAVEMENT MARKING SQFT 15.0000 7,500.00 492.000 7,380 104 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 840.00 413.000 826 (BROKEN 12-3) 105 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 20.0000 1,060.00 53.000 1,060 106 LIGHTING SYSTEM LS 153,000.0000 153,000.00 1.000 153,000 107 TRAFFIC MONITORING STATION SYSTEM LS 27,000.0000 27,000.00 1.000 27,000 108 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 109 TREATED WOOD WASTE LB 0.1000 970.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 10/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C7504 TIME 01:45 PM ESTIMATE NO. 017 BID OPENING 02/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/19 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 10/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 7,880.00 3,727,718.99 ADJUSTMENT OF COMPENSATION 0.00 -716.93 EXTRA WORK 19,985.43 253,581.10 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 27,865.43 3,980,583.16 110 MOBILIZATION LS 303,000.0000 303,000.00 1.000 303,000 ORIGINAL CONTRACT AMOUNT 4,210,824.00 TOTAL WORK COMPLETED 27,865.43 4,283,583.16 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -2,000.00 -33,000.00 TOTAL 25,865.43 4,250,583.16 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 04/17/18 165 06/12/18 06/12/18 08/11/20 212 126 0 0 96% 100% PROGRESS IS SATISFACTORY KRAFT, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/21/19