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 05/22/19 EST. NO. 002 TIME 10:45 AM R.E. NAME: KRAFT, DAN 01-0C8104 --------------------------------------------------------------------------- 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 05/22/19 EST. NO. 002 TIME 10:45 AM R.E. NAME: KRAFT, DAN 01-0C8104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 5/19 -5,000.00 002 -5,000.00 -5,000.00 TOTAL DEDUCTIONS -5,000.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 05/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C8104 TIME 10:45 AM ESTIMATE NO. 002 BID OPENING 05/23/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 05/22/19 LOCATION PROGRESS ESTIMATE 01-LAK-20-31.1/31.8 ----------------- 01-LAK-53-7.0/7.4 GHILOTTI CONSTRUCTION CO. IN LAKE COUNTY NEAR CLEARLAKE OAKS INC. ON ROUTE 20 FROM 0.5 MILE WEST TO 246 GHILOTTI AVENUE 0.2 MILE EAST OF ROUTE 53 AND ON SANTA ROSA CA 95407 ROUTE 53 FROM 0.4 MILE SOUTH OF 20 ROUTE 20 TO ROUTE 20 FED. AID NO. SNHG-X033(89)E CONSTRUCT ROUNDABOUT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 975.0000 975.00 0.050 48.75 0.550 536 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 0.250 1,000.00 0.250 1,000 003 TIME-RELATED OVERHEAD (LS) LS 222,000.0000 222,000.00 0.110 24,420.00 0.110 24,420 004 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.600 15,000 005 TRAFFIC CONTROL SYSTEM LS 188,000.0000 188,000.00 0.060 11,280.00 0.060 11,280 006 TYPE III BARRICADE EA 40.0000 1,080.00 5.000 200.00 5.000 200 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 38.0000 6,840.00 201.000 7,638.00 201.000 7,638 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.1000 39,050.00 4,719.000 5,190.90 4,719.000 5,190 009 CHANNELIZER (SURFACE MOUNTED) EA 27.5000 1,265.00 0.000 0 010 TRAFFIC PLASTIC DRUM EA 200.0000 6,600.00 45.000 9,000.00 45.000 9,000 011 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 8,000.0000 8,000.00 0.000 0 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 21,000.0000 21,000.00 0.110 2,310.00 0.110 2,310 013 TEMPORARY RAILING (TYPE K) LF 22.0000 62,700.00 0.000 0 014 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,000.0000 21,000.00 0.000 0 015 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.110 1,100.00 0.110 1,100 016 PREPARE STORM WATER POLLUTION PREVENTION LS 1,580.0000 1,580.00 0.750 1,185 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 12,500.00 1.000 500.00 1.000 500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 8,600.00 4.000 800.00 4.000 800 019 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 020 MOVE-IN/MOVE-OUT EA 2,000.0000 6,000.00 0.000 0 (TEMPORARY EROSION CONTROL) 021 TEMPORARY HYDRAULIC MULCH SQYD 2.0000 7,600.00 0.000 0 (BONDED FIBER MATRIX) 022 TEMPORARY COVER SQYD 8.0000 8,000.00 667.000 5,336.00 667.000 5,336 PROGRAM CAS145 PAGE 2 DATE 05/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C8104 TIME 10:45 AM ESTIMATE NO. 002 BID OPENING 05/23/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 05/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 8.0000 1,440.00 24.000 192.00 24.000 192 024 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 3,750.00 0.000 0 025 TEMPORARY FIBER ROLL LF 8.0000 9,040.00 1,325.000 10,600.00 1,325.000 10,600 026 TEMPORARY GRAVEL BAG BERM LF 15.0000 6,600.00 0.000 0 027 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 3,500.00 0.000 0 028 STREET SWEEPING LS 18,800.0000 18,800.00 0.110 2,068.00 0.110 2,068 029 TEMPORARY CONCRETE WASHOUT LS 1,500.0000 1,500.00 0.000 0 030 TEMPORARY HIGH-VISIBILITY FENCE LF 7.0000 6,300.00 675.000 4,725 031 CLEARING AND GRUBBING (LS) LS 15,000.0000 15,000.00 0.300 4,500.00 0.350 5,250 032 ROADWAY EXCAVATION CY 55.0000 519,750.00 3,048.000 167,640.00 3,048.000 167,640 033 SHOULDER BACKING TON 60.0000 11,400.00 0.000 0 034 IMPORTED BORROW (CY) CY 10.0000 57,300.00 0.000 0 035 ROCK BLANKET SQFT 20.0000 31,200.00 0.000 0 036 GRAVEL MULCH SQFT 5.0000 8,200.00 0.000 0 037 BOULDER (TYPE A) EA 750.0000 9,750.00 0.000 0 038 BOULDER (TYPE B) EA 500.0000 9,500.00 0.000 0 039 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,837.0000 5,511.00 0.000 0 040 BONDED FIBER MATRIX (SQFT) SQFT 0.1300 28,730.00 0.000 0 041 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.8800 26,840.00 0.000 0 042 FIBER ROLLS LF 3.6000 15,624.00 0.000 0 043 COMPOST (CY) CY 87.3000 34,047.00 0.000 0 044 INCORPORATE MATERIALS SQFT 0.0900 2,871.00 0.000 0 045 PERMANENT EROSION CONTROL ESTABLISHMENT LS 30,000.0000 30,000.00 0.000 0 WORK 046 LIME STABILIZED SOIL SQYD 40.0000 72,800.00 2,228.000 89,120.00 2,228.000 89,120 047 CLASS 2 AGGREGATE BASE (CY) CY 70.0000 571,200.00 0.000 0 048 HOT MIX ASPHALT (TYPE A) TON 110.0000 1,507,000.00 241.170 26,528.70 241.170 26,528 049 ASPHALT BINDER TON 1,000.0000 800.00 0.000 0 (GEOSYNTHETIC PAVEMENT INTERLAYER) PROGRAM CAS145 PAGE 3 DATE 05/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C8104 TIME 10:45 AM ESTIMATE NO. 002 BID OPENING 05/23/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 05/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 6.2400 4,305.60 0.000 0 (PAVING FABRIC) 051 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.4000 4,320.00 0.000 0 052 PLACE HOT MIX ASPHALT SQYD 11.0000 7,260.00 0.000 0 (MISCELLANEOUS AREA) 053 TACK COAT TON 2,000.0000 50,000.00 0.000 0 054 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5000 71,400.00 0.000 0 055 REMOVE BASE AND SURFACING CY 20.0000 13,200.00 0.000 0 056 JOINTED PLAIN CONCRETE PAVEMENT CY 500.0000 210,000.00 0.000 0 057 JOINTED PLAIN CONCRETE PAVEMENT CY 800.0000 88,000.00 0.000 0 (COLORIZED) 058 JOINTED PLAIN CONCRETE PAVEMENT CY 700.0000 58,100.00 0.000 0 (STAMPED) 059 STRUCTURAL CONCRETE, HEADWALL CY 1,400.0000 9,800.00 0.000 0 (F) 060 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,100.0000 49,500.00 0.000 0 (F) 061 MINOR CONCRETE (BACKFILL) CY 600.0000 4,800.00 0.000 0 (F) 062 12" ALTERNATIVE PIPE CULVERT LF 150.0000 4,350.00 0.000 0 063 18" ALTERNATIVE PIPE CULVERT LF 150.0000 14,850.00 0.000 0 064 24" ALTERNATIVE PIPE CULVERT LF 150.0000 49,500.00 0.000 0 065 24" REINFORCED CONCRETE PIPE LF 175.0000 73,500.00 0.000 0 066 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 75.0000 14,250.00 0.000 0 067 GEOCOMPOSITE DRAIN SQFT 6.0000 6,000.00 0.000 0 068 12" ALTERNATIVE FLARED END SECTION EA 200.0000 400.00 0.000 0 069 18" ALTERNATIVE FLARED END SECTION EA 250.0000 500.00 0.000 0 070 24" ALTERNATIVE FLARED END SECTION EA 300.0000 1,800.00 0.000 0 071 ABANDON CULVERT (EA) EA 1,500.0000 1,500.00 0.000 0 072 REMOVE CULVERT (EA) EA 1,500.0000 1,500.00 0.000 0 073 REMOVE INLET EA 1,500.0000 1,500.00 0.000 0 074 REMOVE HEADWALL EA 1,500.0000 1,500.00 0.000 0 075 PRECAST SLOPE PAVING (CONCRETE) CY 5,500.0000 55,000.00 0.000 0 076 ROCK SLOPE PROTECTION CY 300.0000 8,100.00 0.000 0 (20 LB, CLASS I, METHOD B) (CY) PROGRAM CAS145 PAGE 4 DATE 05/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C8104 TIME 10:45 AM ESTIMATE NO. 002 BID OPENING 05/23/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 05/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 550.00 0.000 0 078 MINOR CONCRETE (CURB) (CY) CY 1,000.0000 190,000.00 0.000 0 079 DETECTABLE WARNING SURFACE SQFT 20.0000 6,400.00 0.000 0 080 MINOR CONCRETE (ISLAND PAVING) CY 650.0000 61,750.00 0.000 0 081 MISCELLANEOUS IRON AND STEEL LB 2.0000 5,736.00 0.000 0 (F) 082 PREPARE AND PAINT CONCRETE SQFT 150.0000 6,300.00 0.000 0 083 OXIDIZING STAIN SQFT 1.8600 21,576.00 0.000 0 084 ANTI-GRAFFITI COATING SQFT 10.0000 9,950.00 0.000 0 (F) 085 FENCE (TYPE WM, METAL POST) LF 20.0000 20,600.00 0.000 0 086 TEMPORARY FENCE (TYPE WM) LF 18.0000 41,040.00 624.000 11,232 087 REMOVE WOOD FENCE LF 10.0000 5,200.00 0.000 0 088 REMOVE FENCE (TYPE WM) LF 10.0000 17,500.00 2,253.000 22,530 089 REMOVE CHAIN LINK FENCE LF 10.0000 4,300.00 395.000 3,950 090 TEMPORARY GATE EA 2,500.0000 2,500.00 0.750 1,875 091 REMOVE DELINEATOR EA 50.0000 500.00 0.000 0 092 TEMPORARY DELINEATOR (CLASS 1) EA 55.0000 8,250.00 119.000 6,545.00 119.000 6,545 093 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 5,800.00 0.000 0 094 MARKER (CULVERT) EA 55.0000 440.00 0.000 0 095 OBJECT MARKER (TYPE K-1) EA 55.0000 440.00 0.000 0 096 REMOVE ROADSIDE SIGN EA 75.0000 1,650.00 0.000 0 097 REMOVE ROADSIDE SIGN EA 75.0000 225.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 098 REMOVE ROADSIDE SIGN PANEL EA 75.0000 300.00 0.000 0 099 REMOVE SIGN PANEL EA 75.0000 75.00 0.000 0 100 RELOCATE ROADSIDE SIGN EA 300.0000 900.00 0.000 0 101 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 29.7500 1,190.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 102 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.2500 7,585.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 5 DATE 05/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C8104 TIME 10:45 AM ESTIMATE NO. 002 BID OPENING 05/23/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 05/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.0000 3,440.00 0.000 0 104 ROADSIDE SIGN - ONE POST EA 285.0000 9,975.00 0.000 0 105 ROADSIDE SIGN - TWO POST EA 1,195.0000 7,170.00 0.000 0 106 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 600.00 0.000 0 METHOD) 107 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 15.0000 600.00 0.000 0 108 INSTALL ROADSIDE SIGN PANEL ON EA 145.0000 580.00 0.000 0 EXISTING POST 109 VEGETATION CONTROL MAT (RUBBER OR FIBER) SQYD 70.0000 18,900.00 0.000 0 110 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4500 41,470.00 0.000 0 111 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 8,940.00 0.000 0 112 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 2,198.00 0.000 0 (BROKEN 8-4) 113 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 300.00 0.000 0 (BROKEN 4-2) 114 THERMOPLASTIC PAVEMENT MARKING SQFT 8.0000 11,520.00 0.000 0 115 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 364.00 0.000 0 (BROKEN 12-3) 116 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 588.00 0.000 0 (BROKEN 36-12) 117 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 196.00 0.000 0 (BROKEN 17-7) 118 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 5,904.00 4,542.000 4,087.80 4,542.000 4,087 119 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 6.5000 5,915.00 126.000 819.00 126.000 819 120 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 121 TRAFFIC MONITORING STATION SYSTEM LS 29,000.0000 29,000.00 0.000 0 122 TEMPORARY LIGHTING SYSTEM LS 15,000.0000 15,000.00 0.000 0 123 MODIFYING EXISTING ELECTRICAL SYSTEM LS 240,995.0000 240,995.00 0.000 0 124 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 125 TREATED WOOD WASTE LB 0.7500 832.50 0.000 0 126 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 127 RELOCATE TEMPORARY DELINEATOR EA 30.0000 4,200.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 05/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0C8104 TIME 10:45 AM ESTIMATE NO. 002 BID OPENING 05/23/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 05/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 380,924.15 442,658.65 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 380,924.15 442,658.65 128 MOBILIZATION LS 580,000.0000 580,000.00 0.500 290,000.00 0.500 290,000 ORIGINAL CONTRACT AMOUNT 5,888,623.10 TOTAL WORK COMPLETED 670,924.15 732,658.65 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -5,000.00 -5,000.00 TOTAL 665,924.15 727,658.65 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 07/02/18 110 08/27/18 08/27/18 10/02/19 12 168 0 0 12% 11% PROGRESS IS SATISFACTORY KRAFT, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 05/22/19