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 08/27/19 EST. NO. 037 TIME 10:14 AM R.E. NAME: ZINK, PHIL 03-1F4004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 011 0079 5,207.25 E.W. @ F.A.(+) 073019 Y 0629.0 040 0019 3,367.65 E.W. @ F.A.(+) 042418 Y 0516.1 054 0211-1 -3,265.63 E.W. @ F.A.(+) 050319 Y 0496.0 DAO CORRECTING ENTRY 0211-2 3,340.03 050319 Y 0496.0 DAO CORRECTING ENTRY 0212-1 -7,758.93 050619 Y 0497.0 DAO CORRECTING ENTRY 0212-2 7,905.22 050619 Y 0497.0 DAO CORRECTING ENTRY 0213-1 -13,188.26 050719 Y 0498.0 DAO CORRECTING ENTRY 0213-2 13,379.65 050719 Y 0498.0 DAO CORRECTING ENTRY 0214-1 -13,345.99 050819 Y 0499.0 DAO CORRECTING ENTRY 0214-2 13,537.38 050819 Y 0499.0 DAO CORRECTING ENTRY 0215-1 -12,485.42 050919 Y 0500.0 DAO CORRECTING ENTRY 0215-2 12,657.38 050919 Y 0500.0 DAO CORRECTING ENTRY 0216-1 -11,562.67 051019 Y 0501.0 DAO CORRECTING ENTRY 0250 7,956.95 053019 N 0534.0 0251 5,026.96 053119 N 0535.0 10,771.57 TOTAL THIS ESTIMATE 3,757,649.61 TOTAL PREVIOUS ESTIMATE 3,768,421.18 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 08/27/19 EST. NO. 037 TIME 10:14 AM R.E. NAME: ZINK, PHIL 03-1F4004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ABUT1 STRGTH NOT MET -880.00 028 ABUT2 STRGTH NOT MET -1,455.00 028 $15/CYX126 APRC SLBS -1,890.00 031 0.00 -4,225.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 8/18 -6,000.00 027 RTN DEDUCT 8/18 6,000.00 028 0.00 0.00 TOTAL DEDUCTIONS 0.00 -4,225.00 PROGRAM CAS145 PAGE 1 DATE 08/27/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4004 TIME 10:14 AM ESTIMATE NO. 037 BID OPENING 11/18/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 08/27/19 LOCATION PROGRESS ESTIMATE 03-PLA-80-35.1/38.0 ----------------- A. TEICHERT & SON INC. DBA IN PLACER COUNTY NEAR COLFAX FROM TEICHERT CONSTRUCTION LONG RAVINE UP TO 0.4 MILES EAST 400 SUNRISE AVE. OF MAGRA ROAD OVERCROSSING ROSEVILLE CA 95661 FED. AID NO. NHIM-D ( ) ,0804-194 ( ) WIDENING EASTBOUND ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 0.750 2,250 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,500.0000 4,500.00 0.750 3,375 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,000.0000 900,000.00 294.000 882,000 004 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.023 230.00 0.988 9,880 005 TRAFFIC CONTROL SYSTEM LS 488,888.0000 488,888.00 0.980 479,110 006 TYPE III BARRICADE EA 250.0000 2,250.00 9.000 2,250 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.1000 231.00 37.000 77 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3800 12,274.00 44,794.000 17,021 009 CHANNELIZER (SURFACE MOUNTED) EA 85.0000 850.00 20.000 1,700 010 TRAFFIC PLASTIC DRUM EA 55.0000 16,500.00 287.000 15,785 011 TEMPORARY TERMINAL SECTION (TYPE K) EA 4,000.0000 12,000.00 2.000 8,000 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 100,000.0000 100,000.00 0.980 98,000 013 TEMPORARY RAILING (TYPE K) LF 13.0000 286,000.00 22,200.000 288,600 014 ALTERNATIVE TEMPORARY CRASH CUSHION EA 6,000.0000 12,000.00 4.000 24,000 015 JOB SITE MANAGEMENT LS 100,000.0000 100,000.00 0.023 2,300.00 0.903 90,300 016 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.750 2,250 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 15,000.00 55.000 27,500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 40,000.00 65.000 32,500 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 020 MOVE-IN/MOVE-OUT EA 950.0000 17,100.00 3.000 2,850 (TEMPORARY EROSION CONTROL) 021 TEMPORARY HYDRAULIC MULCH SQYD 0.6500 8,775.00 10,406.000 6,763 (BONDED FIBER MATRIX) 022 TEMPORARY COVER SQYD 6.1000 82,350.00 22,965.600 140,090 PROGRAM CAS145 PAGE 2 DATE 08/27/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4004 TIME 10:14 AM ESTIMATE NO. 037 BID OPENING 11/18/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 08/27/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 7.2000 125,280.00 6,518.000 46,929 024 TEMPORARY DRAINAGE INLET PROTECTION EA 375.0000 14,625.00 0.000 0 025 TEMPORARY FIBER ROLL LF 3.3000 55,440.00 1,669.000 5,507 026 TEMPORARY GRAVEL BAG BERM LF 7.2500 15,515.00 1,070.000 7,757 027 TEMPORARY SILT FENCE LF 4.2500 71,400.00 2,436.000 10,353 028 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 42,000.00 7.000 24,500 029 STREET SWEEPING LS 25,000.0000 25,000.00 0.980 24,500 030 TEMPORARY CONCRETE WASHOUT LS 9,000.0000 9,000.00 1.000 9,000 031 ASBESTOS COMPLIANCE PLAN LS 2,200.0000 2,200.00 0.750 1,650 032 TEMPORARY FENCE (TYPE ESA) LF 4.2000 7,938.00 946.000 3,973 033 TREATED WOOD WASTE LB 0.2700 20,385.00 75,056.000 20,265 034 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 60,000.0000 60,000.00 0.750 45,000 035 REMOVE GUARDRAIL LF 6.5000 38,220.00 5,624.000 36,556 036 REMOVE FLARED END SECTION EA 500.0000 500.00 1.000 500 037 REMOVE PAINTED TRAFFIC STRIPE LF 1.6000 5,744.00 7,221.000 11,553 (WATER BLASTING) 038 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.1500 44,075.00 18,671.000 40,142 (WATER BLASTING) 039 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 10.7500 569.75 22.000 236 (WATER BLASTING) 040 REMOVE ROADSIDE SIGN EA 150.0000 600.00 4.000 600 041 REMOVE OVERSIDE DRAIN EA 750.0000 2,250.00 3.000 2,250 042 REMOVE CULVERT (LF) LF 40.0000 12,000.00 91.000 3,640 043 REMOVE SLOTTED PLASTIC PIPE LF 15.0000 9,000.00 590.400 8,856 044 REMOVE DOWNDRAIN (EA) EA 1,000.0000 10,000.00 10.000 10,000 045 REMOVE INLET EA 675.0000 4,725.00 7.000 4,725 046 REMOVE HEADWALL EA 1,000.0000 14,000.00 13.000 13,000 047 RESET ROADSIDE SIGN EA 275.0000 2,750.00 7.000 1,925 048 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 119,000.00 15,265.700 152,657 049 REMOVE CONCRETE BARRIER LF 43.0000 107,070.00 2,507.000 107,801 PROGRAM CAS145 PAGE 3 DATE 08/27/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4004 TIME 10:14 AM ESTIMATE NO. 037 BID OPENING 11/18/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 08/27/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2300 2,760.00 11,970.000 2,753 051 FURNISH POLYESTER CONCRETE OVERLAY CF 120.0000 119,760.00 1,238.100 148,572 052 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.0000 48,000.00 12,000.000 48,000 (F) 053 CAP VERTICAL PIPE EA 700.0000 700.00 1.000 700 054 CLEANING, INSPECTING, AND PREPARING LF 27.0000 138,510.00 5,099.800 137,694 CULVERT (LF) 055 18" CURED-IN-PLACE PIPELINER LF 125.0000 40,000.00 185.600 23,200 056 24" CURED-IN-PLACE PIPELINER LF 135.0000 454,950.00 3,465.000 467,775 057 30" CURED-IN-PLACE PIPELINER LF 210.0000 151,200.00 719.000 150,990 058 36" CURED-IN-PLACE PIPELINER LF 225.0000 105,750.00 466.400 104,940 059 48" CURED-IN-PLACE PIPELINER LF 375.0000 101,250.00 263.800 98,925 060 BRIDGE REMOVAL LS 180,000.0000 180,000.00 1.000 180,000 061 CLEARING AND GRUBBING (LS) LS 800,000.0000 800,000.00 1.000 800,000 062 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 0.880 22,000 063 ROADWAY EXCAVATION CY 34.1000 9,889,000.00 305,604.000 10,421,096 064 STRUCTURE EXCAVATION (BRIDGE) CY 118.0000 355,180.00 3,010.000 355,180 (F) 065 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 50.0000 67,400.00 1,348.000 67,400 (F) 066 STRUCTURE BACKFILL (BRIDGE) CY 110.0000 212,300.00 1,930.000 212,300 (F) 067 STRUCTURE BACKFILL (SLURRY CEMENT) CY 1,000.0000 1,500.00 1.500 1,500 (F) 068 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 300.0000 27,600.00 92.000 27,600 (F) 069 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 220.0000 240,020.00 1,091.000 240,020 (F) 070 LEAN CONCRETE BACKFILL CY 150.0000 75,450.00 503.000 75,450 (F) 071 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 975.0000 11,700.00 6.000 5,850 072 IMPORTED TOPSOIL (CY) CY 55.0000 153,450.00 2,121.000 116,655 073 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.2200 235,400.00 1,037,637.000 228,280 (SQFT) 074 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5800 219,820.00 341,926.000 198,317 075 FIBER ROLLS LF 3.6500 61,320.00 14,958.500 54,598 076 PERMANENT EROSION CONTROL ESTABLISHMENT LS 150,000.0000 150,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 08/27/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4004 TIME 10:14 AM ESTIMATE NO. 037 BID OPENING 11/18/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 08/27/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FINISHING ROADWAY LS 25,000.0000 25,000.00 0.000 0 078 CLASS 2 AGGREGATE BASE (CY) CY 46.0000 1,840,000.00 40,052.060 1,842,394 079 PREPAVING INERTIAL PROFILER LS 5,000.0000 5,000.00 0.250 1,250.00 1.000 5,000 080 PREPAVING GRINDING DAY EA 12,000.0000 36,000.00 0.000 0 081 HOT MIX ASPHALT (TYPE A) TON 87.0000 1,522,500.00 19,885.510 1,730,039 082 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 083 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 87.0000 1,209,300.00 12,554.060 1,092,203.22 12,554.060 1,092,203 084 SHOULDER RUMBLE STRIP STA 38.0000 12,920.00 303.700 11,540.60 303.700 11,540 (HMA,GROUND-IN INDENTATIONS) 085 DATA CORE LS 3,200.0000 3,200.00 0.000 0 086 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.5000 2,730.00 7,058.000 10,587 087 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.5000 1,770.00 838.000 1,257 088 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5000 8,865.00 808.000 1,212 089 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.5000 6,930.00 4,196.500 6,294 090 PLACE HOT MIX ASPHALT SQYD 15.0000 18,900.00 1,444.700 21,670 (MISCELLANEOUS AREA) 091 TACK COAT TON 2,100.0000 67,200.00 30.350 63,735 092 GROUND ANCHOR (SUBHORIZONTAL) EA 2,400.0000 328,800.00 137.000 328,800 093 STEEL SOLDIER PILE (2-W 10 X 45) LF 70.0000 442,400.00 6,320.000 442,400 094 36" DRILLED HOLE LF 75.0000 450,900.00 6,012.000 450,900 095 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 105.0000 620,760.00 5,911.750 620,733 096 36" CAST-IN-DRILLED-HOLE CONCRETE LF 780.0000 10,140.00 13.000 10,140 PILE (SIGN FOUNDATION) 097 54" CAST-IN-DRILLED-HOLE CONCRETE LF 950.0000 18,050.00 19.000 18,050 PILE (SIGN FOUNDATION) 098 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,325.0000 59,625.00 45.000 59,625 PILE (SIGN FOUNDATION) 099 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 400.0000 194,800.00 487.000 194,800 (F) 100 STRUCTURAL CONCRETE, BRIDGE CY 600.0000 508,800.00 848.000 508,800 (F) 101 STRUCTURAL CONCRETE, BRIDGE CY 1,500.0000 253,500.00 169.000 253,500 (F) (POLYMER FIBER) 102 STRUCTURAL CONCRETE, FACIA CY 620.0000 393,700.00 635.000 393,700 (F) 103 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 270,000.00 270.000 270,000 (F) (TYPE N) PROGRAM CAS145 PAGE 5 DATE 08/27/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4004 TIME 10:14 AM ESTIMATE NO. 037 BID OPENING 11/18/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 08/27/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MINOR CONCRETE (MINOR STRUCTURE) CY 2,500.0000 85,000.00 34.000 85,000 (F) 105 PETALUMA FIELDSTONE TEXTURE SQFT 10.0000 98,240.00 9,824.000 98,240 (F) 106 FRACTURED GRANITE TEXTURE SQFT 12.0000 18,132.00 1,511.000 18,132 (F) 107 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 30,000.00 2.000 30,000 RECTANGULAR GIRDER (60'-70') 108 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,000.0000 208,000.00 16.000 208,000 GIRDER (60'-70') 109 ERECT PRECAST PRESTRESSED CONCRETE EA 4,000.0000 72,000.00 18.000 72,000 (F) GIRDER 110 SNOWPLOW DEFLECTOR EA 400.0000 14,400.00 22.000 8,800.00 36.000 14,400 111 JOINT SEAL (MR 1") LF 95.0000 19,000.00 194.000 18,430 112 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 305,200.00 305,200.000 305,200 (F) 113 BAR REINFORCING STEEL (EPOXY COATED) LB 1.6500 233,889.15 141,751.000 233,889 (F) (FACIA) 114 BAR REINFORCING STEEL (EPOXY COATED) LB 1.2500 67,062.50 53,650.000 67,062 (F) (BRIDGE) 115 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 5.0000 10,235.00 2,047.000 10,235 (F) 116 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.6000 3,275.20 2,047.000 3,275 (F) 117 FURNISH SIGN STRUCTURE (TRUSS) LB 3.2000 142,073.60 44,398.000 142,073 (F) 118 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 13,319.40 44,398.000 13,319 (F) 119 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.5000 2,480.00 22.000 341 (0.080"-UNFRAMED) 120 ROADSIDE SIGN - ONE POST EA 230.0000 3,450.00 0.000 0 121 ROADSIDE SIGN - TWO POST EA 730.0000 2,920.00 0.000 0 122 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 11.5000 1,610.00 140.000 1,610 123 INSTALL ROADSIDE SIGN PANEL ON BRIDGE EA 175.0000 350.00 0.000 0 124 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.0000 2,100.00 134.000 2,010 FOR RETROREFLECTIVE SHEETING (TYPE XI) 125 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 27.5000 14,575.00 529.000 14,547 FOR RETROREFLECTIVE SHEETING (TYPE XI) 126 FURNISH LAMINATED PANEL SIGN SQFT 35.0000 5,250.00 124.000 4,340 (2 1/2"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 127 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 830.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 128 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 448.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 6 DATE 08/27/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4004 TIME 10:14 AM ESTIMATE NO. 037 BID OPENING 11/18/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 08/27/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 440.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 130 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 425.00 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 131 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 6.0000 5,940.00 805.000 4,830 132 TIMBER LAGGING MFBM 1,650.0000 163,350.00 99.000 163,350 (F) 133 CLEAN AND PAINT STEEL SOLDIER PILING LS 260,000.0000 260,000.00 1.000 260,000 134 PREPARE AND PAINT CONCRETE SQFT 6.0000 70,626.00 11,771.000 70,626 135 18" SLOTTED PLASTIC PIPE LF 85.0000 149,600.00 1,758.000 149,430 136 24" CORRUGATED STEEL PIPE (.138" THICK) LF 150.0000 66,000.00 310.700 46,605 137 30" CORRUGATED STEEL PIPE (.138" THICK) LF 155.0000 6,200.00 45.000 6,975 138 36" CORRUGATED STEEL PIPE (.168" THICK) LF 160.0000 12,800.00 77.800 12,448 139 48" CORRUGATED STEEL PIPE (.168" THICK) LF 165.0000 66,000.00 464.400 76,626 140 18" CORRUGATED STEEL PIPE (.138" THICK) LF 84.0000 12,600.00 153.000 12,852 141 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 44.0000 397,760.00 8,811.000 387,684 142 3" PLASTIC PIPE (OUTLET) LF 55.0000 12,650.00 200.000 11,000 143 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 48.0000 2,400.00 50.000 2,400 (.079" THICK) 144 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 50.0000 4,200.00 92.000 4,600 (.109" THICK) 145 12" DOWNDRAIN SLIP JOINT EA 600.0000 600.00 1.000 600 146 18" DOWNDRAIN SLIP JOINT EA 700.0000 1,400.00 2.000 1,400 147 12" ANCHOR ASSEMBLY EA 375.0000 375.00 1.000 375 148 18" ANCHOR ASSEMBLY EA 400.0000 800.00 2.000 800 149 16" WELDED STEEL PIPE CASING (BRIDGE) LF 230.0000 18,400.00 80.000 18,400 150 24" STEEL FLARED END SECTION EA 575.0000 575.00 1.000 575 151 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 152 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 153 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 90.0000 10,260.00 819.440 73,749 (F) (CY) 154 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 9.0000 2,790.00 2,099.500 18,895 PROGRAM CAS145 PAGE 7 DATE 08/27/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4004 TIME 10:14 AM ESTIMATE NO. 037 BID OPENING 11/18/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 08/27/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 155 MINOR CONCRETE (GUTTER) (LF) LF 85.0000 103,360.00 1,216.000 103,360 156 MISCELLANEOUS IRON AND STEEL LB 2.7500 6,985.00 2,540.000 6,985 (F) 157 DELINEATOR (CLASS 2) EA 37.0000 3,145.00 68.000 2,516 158 HIGHWAY POST MARKER EA 37.0000 185.00 0.000 0 159 UNDERDRAIN MARKER EA 37.0000 1,295.00 0.000 0 160 MARKER (CULVERT) EA 37.0000 592.00 0.000 0 161 CONCRETE BARRIER MARKER (NON-IMPACTIBLE) EA 26.5000 742.00 0.000 0 162 OBJECT MARKER (TYPE L-1) EA 42.0000 462.00 4.000 168 163 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 26.0000 200,980.00 7,600.000 197,600 164 VEGETATION CONTROL (MINOR CONCRETE) SQYD 40.0000 4,400.00 0.000 0 165 CABLE RAILING LF 18.0000 21,888.00 1,216.000 21,888 (F) 166 TRANSITION RAILING (TYPE WB-31) EA 4,400.0000 17,600.00 3.000 13,200 167 END CAP (TYPE A) EA 540.0000 1,620.00 3.000 1,620 168 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,100.0000 12,100.00 8.000 8,800 169 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 6,400.00 4.000 12,800 170 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 3,000.00 3.000 9,000 171 ALTERNATIVE CRASH CUSHION EA 42,000.0000 84,000.00 0.000 0 (TYPE SCI-100GM) 172 CONCRETE BARRIER (TYPE 60A MODIFIED) LF 110.0000 13,860.00 126.000 13,860 (F) 173 CONCRETE BARRIER (TYPE 60) LF 85.0000 196,350.00 2,239.250 190,336 174 CONCRETE BARRIER (TYPE 60C) LF 105.0000 18,900.00 175.000 18,375 175 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 65.0000 79,365.00 1,221.000 79,365 176 PORTABLE CONCRETE BARRIER LF 115.0000 156,400.00 0.000 0 (TYPE 60K) 177 CONCRETE BARRIER (TYPE 742 MODIFIED) LF 400.0000 95,200.00 238.000 95,200 (F) 178 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.5000 3,675.00 0.000 0 (RECESSED) 179 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.1000 4,526.00 0.000 0 (RECESSED, BROKEN 12-3) 180 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.1000 71,400.00 0.000 0 (RECESSED, BROKEN 36-12) 181 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.8000 73,440.00 0.000 0 (RECESSED) PROGRAM CAS145 PAGE 8 DATE 08/27/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4004 TIME 10:14 AM ESTIMATE NO. 037 BID OPENING 11/18/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 08/27/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 182 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 10.7500 5,590.00 0.000 0 183 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 27.0000 7,290.00 0.000 0 184 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 550.0000 550.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 185 SIGN ILLUMINATION LS 85,000.0000 85,000.00 0.300 25,500.00 0.800 68,000 PROGRAM CAS145 PAGE 9 DATE 08/27/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4004 TIME 10:14 AM ESTIMATE NO. 037 BID OPENING 11/18/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/19 R.E. NAME: ZINK, PHIL DATE OF THIS ESTIMATE 08/27/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,141,823.82 28,768,762.09 ADJUSTMENT OF COMPENSATION 0.00 -7,481.50 EXTRA WORK 10,771.57 3,775,902.68 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,152,595.39 32,537,183.27 186 MOBILIZATION LS 3,206,000.0000 3,206,000.00 1.000 3,206,000 ORIGINAL CONTRACT AMOUNT 32,226,145.60 TOTAL WORK COMPLETED 1,152,595.39 35,743,183.27 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -4,225.00 TOTAL 1,152,595.39 35,738,958.27 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 04/05/16 300 05/24/16 05/24/16 09/24/19 271 535 0 0 97% 90% PROGRESS IS SATISFACTORY ZINK, PHIL RESIDENT ENGINEER PROGRAM CAS145 DATE 08/27/19