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 05/24/17 EST. NO. 012 TIME 08:50 AM R.E. NAME: SAMPSON, TAD 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 --------------------------------------------------------------------------- 003 0007 325.00 E.W. @ F.A.(+) 050817 N 007 0 325.00 TOTAL THIS ESTIMATE 408,581.40 TOTAL PREVIOUS ESTIMATE 408,906.40 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 05/24/17 EST. NO. 012 TIME 08:50 AM R.E. NAME: SAMPSON, TAD 03-1F4004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4004 TIME 08:50 AM ESTIMATE NO. 012 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 05/20/17 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 05/24/17 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 0.040 180.00 0.423 1,903 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,000.0000 900,000.00 13.000 39,000.00 128.000 384,000 004 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.020 200.00 0.711 7,110 005 TRAFFIC CONTROL SYSTEM LS 488,888.0000 488,888.00 0.040 19,555.52 0.423 206,799 006 TYPE III BARRICADE EA 250.0000 2,250.00 5.000 1,250 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.1000 231.00 37.000 77 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3800 12,274.00 24,760.000 9,408 009 CHANNELIZER (SURFACE MOUNTED) EA 85.0000 850.00 20.000 1,700 010 TRAFFIC PLASTIC DRUM EA 55.0000 16,500.00 76.000 4,180 011 TEMPORARY TERMINAL SECTION (TYPE K) EA 4,000.0000 12,000.00 1.000 4,000 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 100,000.0000 100,000.00 0.040 4,000.00 0.423 42,300 013 TEMPORARY RAILING (TYPE K) LF 13.0000 286,000.00 120.000 1,560.00 18,400.000 239,200 014 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 0.040 4,000.00 0.423 42,300 016 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 2.000 1,000.00 19.000 9,500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 40,000.00 38.000 19,000 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 020 MOVE-IN/MOVE-OUT EA 950.0000 17,100.00 0.000 0 (TEMPORARY EROSION CONTROL) 021 TEMPORARY HYDRAULIC MULCH SQYD 0.6500 8,775.00 5,753.000 3,739 (BONDED FIBER MATRIX) 022 TEMPORARY COVER SQYD 6.1000 82,350.00 144.000 878.40 22,810.000 139,141 PROGRAM CAS145 PAGE 2 DATE 05/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4004 TIME 08:50 AM ESTIMATE NO. 012 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 05/20/17 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 05/24/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,595.000 40,284 024 TEMPORARY DRAINAGE INLET PROTECTION EA 375.0000 14,625.00 0.000 0 025 TEMPORARY FIBER ROLL LF 3.3000 55,440.00 150.000 495.00 1,485.000 4,900 026 TEMPORARY GRAVEL BAG BERM LF 7.2500 15,515.00 1,070.000 7,757 027 TEMPORARY SILT FENCE LF 4.2500 71,400.00 650.000 2,762.50 1,658.000 7,046 028 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 42,000.00 4.000 14,000 029 STREET SWEEPING LS 25,000.0000 25,000.00 0.040 1,000.00 0.423 10,575 030 TEMPORARY CONCRETE WASHOUT LS 9,000.0000 9,000.00 0.040 360.00 0.423 3,807 031 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 61,816.000 16,690 034 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 60,000.0000 60,000.00 0.040 2,400.00 0.423 25,380 035 REMOVE GUARDRAIL LF 6.5000 38,220.00 4,820.000 31,330 036 REMOVE FLARED END SECTION EA 500.0000 500.00 0.000 0 037 REMOVE PAINTED TRAFFIC STRIPE LF 1.6000 5,744.00 0.000 0 (WATER BLASTING) 038 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.1500 44,075.00 13,398.000 28,805 (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 0.000 0 041 REMOVE OVERSIDE DRAIN EA 750.0000 2,250.00 0.000 0 042 REMOVE CULVERT (LF) LF 40.0000 12,000.00 8.000 320 043 REMOVE SLOTTED PLASTIC PIPE LF 15.0000 9,000.00 0.000 0 044 REMOVE DOWNDRAIN (EA) EA 1,000.0000 10,000.00 0.000 0 045 REMOVE INLET EA 675.0000 4,725.00 1.000 675 046 REMOVE HEADWALL EA 1,000.0000 14,000.00 2.000 2,000.00 10.000 10,000 047 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 1,452.000 14,520 049 REMOVE CONCRETE BARRIER LF 43.0000 107,070.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 05/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4004 TIME 08:50 AM ESTIMATE NO. 012 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 05/20/17 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 05/24/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 051 FURNISH POLYESTER CONCRETE OVERLAY CF 120.0000 119,760.00 0.000 0 052 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.0000 48,000.00 0.000 0 (F) 053 CAP VERTICAL PIPE EA 700.0000 700.00 0.000 0 054 CLEANING, INSPECTING, AND PREPARING LF 27.0000 138,510.00 104.000 2,808 CULVERT (LF) 055 18" CURED-IN-PLACE PIPELINER LF 125.0000 40,000.00 0.000 0 056 24" CURED-IN-PLACE PIPELINER LF 135.0000 454,950.00 104.000 14,040 057 30" CURED-IN-PLACE PIPELINER LF 210.0000 151,200.00 0.000 0 058 36" CURED-IN-PLACE PIPELINER LF 225.0000 105,750.00 0.000 0 059 48" CURED-IN-PLACE PIPELINER LF 375.0000 101,250.00 0.000 0 060 BRIDGE REMOVAL LS 180,000.0000 180,000.00 0.550 99,000 061 CLEARING AND GRUBBING (LS) LS 800,000.0000 800,000.00 0.868 694,400 062 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 0.040 1,000.00 0.423 10,575 063 ROADWAY EXCAVATION CY 34.1000 9,889,000.00 16,230.000 553,443.00 165,675.000 5,649,517 064 STRUCTURE EXCAVATION (BRIDGE) CY 118.0000 355,180.00 806.000 95,108.00 1,761.000 207,798 (F) 065 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 50.0000 67,400.00 200.000 10,000 (F) 066 STRUCTURE BACKFILL (BRIDGE) CY 110.0000 212,300.00 535.000 58,850 (F) 067 STRUCTURE BACKFILL (SLURRY CEMENT) CY 1,000.0000 1,500.00 0.000 0 (F) 068 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 300.0000 27,600.00 0.000 0 (F) 069 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 220.0000 240,020.00 16.000 3,520.00 1,091.000 240,020 (F) 070 LEAN CONCRETE BACKFILL CY 150.0000 75,450.00 2.000 300.00 503.000 75,450 (F) 071 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 975.0000 11,700.00 2.000 1,950 072 IMPORTED TOPSOIL (CY) CY 55.0000 153,450.00 1,348.000 74,140 073 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.2200 235,400.00 466,679.000 102,669 (SQFT) 074 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5800 219,820.00 180,428.000 104,648 075 FIBER ROLLS LF 3.6500 61,320.00 7,584.000 27,681 076 PERMANENT EROSION CONTROL ESTABLISHMENT LS 150,000.0000 150,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4004 TIME 08:50 AM ESTIMATE NO. 012 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 05/20/17 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 05/24/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 18,622.570 856,638 079 PREPAVING INERTIAL PROFILER LS 5,000.0000 5,000.00 0.750 3,750 080 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 5,889.620 512,396 082 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 0.000 0 084 SHOULDER RUMBLE STRIP STA 38.0000 12,920.00 0.000 0 (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 0.000 0 087 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.5000 1,770.00 0.000 0 088 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5000 8,865.00 0.000 0 089 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.5000 6,930.00 0.000 0 090 PLACE HOT MIX ASPHALT SQYD 15.0000 18,900.00 0.000 0 (MISCELLANEOUS AREA) 091 TACK COAT TON 2,100.0000 67,200.00 9.180 19,278 092 GROUND ANCHOR (SUBHORIZONTAL) EA 2,400.0000 328,800.00 0.000 0 093 STEEL SOLDIER PILE (2-W 10 X 45) LF 70.0000 442,400.00 70.000 4,900.00 6,320.000 442,400 094 36" DRILLED HOLE LF 75.0000 450,900.00 66.000 4,950.00 6,012.000 450,900 095 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 105.0000 620,760.00 552.500 58,012.50 3,204.500 336,472 096 36" CAST-IN-DRILLED-HOLE CONCRETE LF 780.0000 10,140.00 0.000 0 PILE (SIGN FOUNDATION) 097 54" CAST-IN-DRILLED-HOLE CONCRETE LF 950.0000 18,050.00 0.000 0 PILE (SIGN FOUNDATION) 098 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,325.0000 59,625.00 0.000 0 PILE (SIGN FOUNDATION) 099 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 400.0000 194,800.00 127.000 50,800.00 278.000 111,200 (F) 100 STRUCTURAL CONCRETE, BRIDGE CY 600.0000 508,800.00 268.000 160,800 (F) 101 STRUCTURAL CONCRETE, BRIDGE CY 1,500.0000 253,500.00 47.000 70,500 (F) (POLYMER FIBER) 102 STRUCTURAL CONCRETE, FACIA CY 620.0000 393,700.00 0.000 0 (F) 103 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 270,000.00 77.000 77,000 (F) (TYPE N) PROGRAM CAS145 PAGE 5 DATE 05/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4004 TIME 08:50 AM ESTIMATE NO. 012 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 05/20/17 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 05/24/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.200 3,000.00 13.210 33,025 (F) 105 PETALUMA FIELDSTONE TEXTURE SQFT 10.0000 98,240.00 100.000 1,000 (F) 106 FRACTURED GRANITE TEXTURE SQFT 12.0000 18,132.00 0.000 0 (F) 107 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 30,000.00 1.000 15,000 RECTANGULAR GIRDER (60'-70') 108 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,000.0000 208,000.00 4.000 52,000 GIRDER (60'-70') 109 ERECT PRECAST PRESTRESSED CONCRETE EA 4,000.0000 72,000.00 5.000 20,000 (F) GIRDER 110 SNOWPLOW DEFLECTOR EA 400.0000 14,400.00 0.000 0 111 JOINT SEAL (MR 1") LF 95.0000 19,000.00 0.000 0 112 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 305,200.00 57,987.000 57,987.00 163,487.000 163,487 (F) 113 BAR REINFORCING STEEL (EPOXY COATED) LB 1.6500 233,889.15 0.000 0 (F) (FACIA) 114 BAR REINFORCING STEEL (EPOXY COATED) LB 1.2500 67,062.50 14,841.000 18,551 (F) (BRIDGE) 115 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 5.0000 10,235.00 0.000 0 (F) 116 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.6000 3,275.20 0.000 0 (F) 117 FURNISH SIGN STRUCTURE (TRUSS) LB 3.2000 142,073.60 0.000 0 (F) 118 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 13,319.40 0.000 0 (F) 119 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.5000 2,480.00 0.000 0 (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 0.000 0 123 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 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 125 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 27.5000 14,575.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 126 FURNISH LAMINATED PANEL SIGN SQFT 35.0000 5,250.00 0.000 0 (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 05/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4004 TIME 08:50 AM ESTIMATE NO. 012 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 05/20/17 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 05/24/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 132 TIMBER LAGGING MFBM 1,650.0000 163,350.00 33.000 54,450.00 43.800 72,270 (F) 133 CLEAN AND PAINT STEEL SOLDIER PILING LS 260,000.0000 260,000.00 0.010 2,600.00 1.000 260,000 134 PREPARE AND PAINT CONCRETE SQFT 6.0000 70,626.00 0.000 0 135 18" SLOTTED PLASTIC PIPE LF 85.0000 149,600.00 0.000 0 136 24" CORRUGATED STEEL PIPE (.138" THICK) LF 150.0000 66,000.00 35.800 5,370.00 232.100 34,815 137 30" CORRUGATED STEEL PIPE (.138" THICK) LF 155.0000 6,200.00 0.000 0 138 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 0.000 0 140 18" CORRUGATED STEEL PIPE (.138" THICK) LF 84.0000 12,600.00 68.000 5,712 141 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 44.0000 397,760.00 4,321.000 190,124 142 3" PLASTIC PIPE (OUTLET) LF 55.0000 12,650.00 0.000 0 143 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 48.0000 2,400.00 0.000 0 (.079" THICK) 144 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 50.0000 4,200.00 0.000 0 (.109" THICK) 145 12" DOWNDRAIN SLIP JOINT EA 600.0000 600.00 0.000 0 146 18" DOWNDRAIN SLIP JOINT EA 700.0000 1,400.00 0.000 0 147 12" ANCHOR ASSEMBLY EA 375.0000 375.00 0.000 0 148 18" ANCHOR ASSEMBLY EA 400.0000 800.00 0.000 0 149 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 0.000 0 151 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 79.810 7,182 (F) (CY) 154 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 9.0000 2,790.00 169.500 1,525 PROGRAM CAS145 PAGE 7 DATE 05/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4004 TIME 08:50 AM ESTIMATE NO. 012 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 05/20/17 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 05/24/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 156 MISCELLANEOUS IRON AND STEEL LB 2.7500 6,985.00 0.000 0 (F) 157 DELINEATOR (CLASS 2) EA 37.0000 3,145.00 0.000 0 158 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 0.000 0 163 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 26.0000 200,980.00 2,061.000 53,586 164 VEGETATION CONTROL (MINOR CONCRETE) SQYD 40.0000 4,400.00 0.000 0 165 CABLE RAILING LF 18.0000 21,888.00 0.000 0 (F) 166 TRANSITION RAILING (TYPE WB-31) EA 4,400.0000 17,600.00 1.000 4,400 167 END CAP (TYPE A) EA 540.0000 1,620.00 1.000 540 168 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,100.0000 12,100.00 4.000 4,400 169 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 6,400.00 1.000 3,200 170 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 3,000.00 0.000 0 171 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 0.000 0 (F) 173 CONCRETE BARRIER (TYPE 60) LF 85.0000 196,350.00 0.000 0 174 CONCRETE BARRIER (TYPE 60C) LF 105.0000 18,900.00 0.000 0 175 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 65.0000 79,365.00 0.000 0 176 PORTABLE CONCRETE BARRIER LF 115.0000 156,400.00 0.000 0 (TYPE 60K) 177 CONCRETE BARRIER (TYPE 742 MODIFIED) LF 400.0000 95,200.00 119.000 47,600 (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 05/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4004 TIME 08:50 AM ESTIMATE NO. 012 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 05/20/17 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 05/24/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 PROGRAM CAS145 PAGE 9 DATE 05/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4004 TIME 08:50 AM ESTIMATE NO. 012 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 05/20/17 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 05/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 974,831.92 12,802,136.32 ADJUSTMENT OF COMPENSATION 0.00 2,800.00 EXTRA WORK 325.00 406,106.40 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 975,156.92 13,211,042.72 186 MOBILIZATION LS 3,206,000.0000 3,206,000.00 0.950 3,045,700 ORIGINAL CONTRACT AMOUNT 32,226,145.60 TOTAL WORK COMPLETED 975,156.92 16,256,742.72 MATERIALS ON HAND ON SITE 180,184.97 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 975,156.92 16,436,927.69 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 01/30/18 128 118 0 0 50% 43% PROGRESS IS SATISFACTORY SAMPSON, TAD RESIDENT ENGINEER PROGRAM CAS145 DATE 05/24/17