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 10/18/16 EST. NO. 050 TIME 10:26 AM R.E. NAME: BRENT HAROLDSEN 10-415804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 027 0005 4,612.19 E.W. @ F.A.(+) 100214 N 0237.0 0006 1,358.75 101714 N 0239.0 035 0003 31,583.90 E.W. @ F.A.(+) 101014 N 0212.0 0005 2,994.17 101416 N 50.1 0 036 0006 2,641.25 E.W. @ F.A.(+) 101416 N 50.1 0 054 0001 4,373.40 E.W. @ F.A.(+) 081315 N 0238.0 059 0001 87,848.00 A.C. @ L.S.(+) 091616 N 001 0 135,411.66 TOTAL THIS ESTIMATE 1,659,860.73 TOTAL PREVIOUS ESTIMATE 1,795,272.39 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 10/18/16 EST. NO. 050 TIME 10:26 AM R.E. NAME: BRENT HAROLDSEN 10-415804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NOT SUBMITTING CPM -46,168.16 017 NO CPM -794,155.26 018 RELEASING CPM DED. 840,323.42 020 MISSING CEM-4401 -10,000.00 029 CRCP -12,870.40 034 MISSING CPM UPDATE -326,240.98 036 REJECTED MATERIAL -13,412.25 036 MISSING CPM -312,176.79 038 MISSING CPM UPDATE -326,240.98 038 RELEASE CPM DED. 638,417.77 039 RELEASE CPM EST# 36 326,240.96 040 CEM- 4401 10,000.00 045 MISSING CEM-4401 -10,000.00 047 REC'D CEM-4401 10,000.00 048 0.00 -26,282.67 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 004 REC'ED PAYROLLS#4 10,000.00 005 MISSING PAYROLLS -10,000.00 006 REC'ED PAYROLLS#6 10,000.00 009 MISSING PAYROLLS -2,500.00 010 MISSING PAYROLLS -2,500.00 011 REC'ED PAYROLLS 2,500.00 011 MISSING PAYROLLS -2,500.00 013 MISSING PAYROLLS -2,500.00 015 REC'ED PAYROLLS 2,500.00 015 MISSING PAYROLLS -10,000.00 016 REC'ED #16 10,000.00 017 REC'ED PAYROLLS 2,500.00 021 MISSING PAYROLLS -10,000.00 023 MISSING PAYROLLS -10,000.00 029 MISSING PAYROLLS -3,000.00 032 MISSING PAYROLLS -5,000.00 033 MISSING PAYROLLS -2,000.00 035 REC'ED PAYROLLS 23 10,000.00 035 MISSING PAYROLLS -3,000.00 036 REC'ED PAYROLLS 2,000.00 036 MISSING PAYROLLS -10,000.00 038 REC'ED PAYROLLS32 3,000.00 038 MISSING PAYROLLS -10,000.00 040 MISSING PAYROLLS -3,000.00 041 MISSING PAYROLLS -2,000.00 043 MISSING PAYROLLS -10,000.00 046 RELEASE # 29,40 20,000.00 046 0.00 -35,500.00 TOTAL DEDUCTIONS 0.00 -61,782.67 PROGRAM CAS145 PAGE 1 DATE 10/18/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 10:26 AM ESTIMATE NO. 050 BID OPENING 06/27/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/09/16 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 10/18/16 LOCATION SEMI-FINAL ESTIMATE 10-MER-99-0.0/4.6 ------------------- SECURITY PAVING COMPANY INC IN MERCED COUNTY NEAR CHOWCHILLA 13170 TELFAIR AVENUE FROM CHOWCHILLA RIVER BRIDGE TO SYLMAR CA 91342 BUCHANAN HOLLOW ROAD FED. AID NO. N O N E CONSTRUCT FREEWAY AND INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 1.000 3,000 002 TIME-RELATED OVERHEAD WDAY 2,400.0000 1,344,000.00 570.000 1,368,000 003 TEMPORARY FENCE (TYPE ESA) LF 4.0000 6,240.00 0.000 0 004 CONSTRUCTION SITE MANAGEMENT LS 33,000.0000 33,000.00 1.000 33,000 005 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 1.000 3,500 PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 2.2500 227,250.00 38,755.000 87,198 007 TEMPORARY SILT FENCE LF 1.7500 131,950.00 3,310.000 5,792 008 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 40,000.00 5.000 12,500 009 TEMPORARY CONSTRUCTION ENTRANCE EA 2,600.0000 41,600.00 5.000 13,000 010 MOVE-IN/MOVE-OUT EA 1,050.0000 16,800.00 2.000 2,100 (TEMPORARY EROSION CONTROL) 011 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 16,500.00 44.000 6,600 012 TEMPORARY HYDRAULIC MULCH SQYD 0.7500 735,000.00 323,582.000 242,686 (BONDED FIBER MATRIX) 013 STREET SWEEPING LS 32,750.0000 32,750.00 1.000 32,750 014 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 4.000 8,000 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,000.0000 1,000.00 0.000 0 016 WATER QUALITY ANNUAL REPORT EA 1,800.0000 5,400.00 0.000 0 017 MONTHLY MONITORING REPORT EA 1,000.0000 1,000.00 0.000 0 018 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 1.000 35,000 019 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 1.000 50,000 020 TYPE III BARRICADE EA 75.0000 20,250.00 87.000 6,525 021 CHANNELIZER (SURFACE MOUNTED) EA 38.0000 7,980.00 73.000 2,774 022 PORTABLE CHANGEABLE MESSAGE SIGN LS 22,500.0000 22,500.00 1.000 22,500 PROGRAM CAS145 PAGE 2 DATE 10/18/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 10:26 AM ESTIMATE NO. 050 BID OPENING 06/27/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/09/16 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 10/18/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 13.9000 380,860.00 14,230.000 197,797 024 TEMPORARY CRASH CUSHION MODULE EA 185.0000 31,450.00 148.000 27,380 025 TEMPORARY TRAFFIC SCREEN LF 3.8500 102,795.00 0.000 0 026 ABANDON CULVERT EA 1,625.0000 4,875.00 2.000 3,250 027 DESTROY WELL EA 6,500.0000 13,000.00 1.000 6,500 028 REMOVE FENCE LF 2.6000 24,700.00 8,515.000 22,139 029 REMOVE METAL BEAM GUARD RAILING LF 9.0000 4,050.00 461.000 4,149 030 REMOVE FLARED END SECTION EA 250.0000 3,000.00 12.000 3,000 031 REMOVE THRIE BEAM BARRIER LF 7.3500 172,725.00 20,069.500 147,510 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0500 11,865.00 13,954.000 14,651 STRIPE 033 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 15,370.00 34,971.000 18,534 034 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.1000 1,848.00 880.000 1,848 035 REMOVE PAVEMENT MARKER EA 1.0500 724.50 883.000 927 036 REMOVE CHANNELIZERS EA 15.0000 1,020.00 26.000 390 037 REMOVE ROADSIDE SIGN EA 100.0000 6,500.00 55.000 5,500 038 REMOVE ROADSIDE SIGN PANEL EA 70.0000 140.00 2.000 140 039 REMOVE CULVERT LF 15.7500 5,827.50 235.000 3,701 040 REMOVE INLET EA 1,470.0000 1,470.00 1.000 1,470 041 RESET MILEPOST MARKER EA 200.0000 200.00 1.000 200 042 RESET ROADSIDE SIGN EA 230.0000 230.00 2.000 460 043 RELOCATE MAILBOX EA 300.0000 1,800.00 6.000 1,800 044 RELOCATE ROADSIDE SIGN EA 231.0000 6,699.00 25.000 5,775 045 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.1500 35,260.00 12,672.000 27,244 046 REMOVE CONCRETE BARRIER (TYPE K) LF 5.0000 3,800.00 760.000 3,800 047 REMOVE CONCRETE BARRIER (TYPE 50C) LF 8.0000 4,000.00 500.000 4,000 048 CAP INLET EA 1,260.0000 2,520.00 2.000 2,520 049 REMOVE CRASH CUSHION (SAND FILLED) EA 800.0000 4,800.00 6.000 4,800 PROGRAM CAS145 PAGE 3 DATE 10/18/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 10:26 AM ESTIMATE NO. 050 BID OPENING 06/27/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/09/16 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 10/18/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BRIDGE REMOVAL, LOCATION A LS 13,650.0000 13,650.00 1.000 13,650 051 BRIDGE REMOVAL, LOCATION B LS 20,500.0000 20,500.00 1.000 20,500 052 CLEARING AND GRUBBING LS 619,400.0000 619,400.00 1.000 619,400 053 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 1.000 50,000 054 ROADWAY EXCAVATION CY 3.2500 4,452,500.00 1,371,638.000 4,457,823 055 LEAD COMPLIANCE PLAN LS 2,100.0000 2,100.00 1.000 2,100 056 STRUCTURE EXCAVATION (BRIDGE) CY 43.0000 56,717.00 1,319.000 56,717 (F) 057 STRUCTURE BACKFILL (BRIDGE) CY 73.0000 72,635.00 995.000 72,635 (F) 058 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 059 IMPORTED MATERIAL (SHOULDER BACKING) TON 25.0000 42,750.00 1,710.000 42,750 060 EROSION CONTROL (COMPOST BLANKET) CY 63.0000 169,470.00 2,690.000 169,470 061 EROSION CONTROL (DRILL SEED) (ACRE) ACRE 800.0000 24,000.00 30.000 24,000 062 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,050.0000 16,800.00 11.000 11,550 063 EROSION CONTROL (HYDROSEED) (TYPE 1) ACRE 2,155.0000 538,750.00 226.000 487,030 064 EROSION CONTROL (HYDROSEED) (TYPE 2) ACRE 1,705.0000 51,150.00 30.000 51,150 065 8" BITUMINOUS COATED CORRUGATED STEEL LF 46.0000 27,600.00 596.000 27,416 PIPE CONDUIT (.064" THICK) 066 FINISHING ROADWAY LS 143,850.0000 143,850.00 1.000 143,850 067 LIME TON 169.0000 562,770.00 0.000 0 068 LIME STABILIZED SOIL SQYD 1.7500 434,000.00 0.000 0 069 CLASS 4 AGGREGATE SUBBASE CY 19.5000 1,294,800.00 0.000 0 070 CLASS 2 AGGREGATE BASE CY 30.0000 2,241,000.00 141,500.000 4,245,000 071 ASPHALTIC EMULSION (CURING SEAL) TON 730.0000 116,800.00 0.000 0 072 CRACK TREATMENT LNMI 3,000.0000 30,000.00 0.000 0 073 HOT MIX ASPHALT TON 66.1500 7,276,500.00 114,595.390 7,580,485 074 RUMBLE STRIP STA 26.0000 15,340.00 475.900 12,373 075 DATA CORE LS 3,000.0000 3,000.00 1.000 3,000 076 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 0.9000 486.00 564.500 508 PROGRAM CAS145 PAGE 4 DATE 10/18/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 10:26 AM ESTIMATE NO. 050 BID OPENING 06/27/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/09/16 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 10/18/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 0.9000 12,600.00 9,458.100 8,512 078 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 0.9000 1,035.00 1,150.000 1,035 079 PLACE HOT MIX ASPHALT SQYD 5.2000 41,028.00 7,861.130 40,877 (MISCELLANEOUS AREA) 080 TACK COAT TON 685.0000 89,050.00 40.220 27,550 081 JOINTED PLAIN CONCRETE PAVEMENT CY 103.0000 1,246,300.00 12,590.390 1,296,810 082 SHOULDER RUMBLE STRIP STA 25.0000 10,000.00 0.000 0 (CONCRETE PAVEMENT, ROLLED-IN INDENTATIONS) 083 SHOULDER RUMBLE STRIP STA 550.0000 4,400.00 0.000 0 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 084 SEAL PAVEMENT JOINT LF 2.5700 241,580.00 0.000 0 085 SEAL ISOLATION JOINT LF 9.4000 34,028.00 2,984.000 28,049 086 FURNISH PILING (CLASS 90) LF 10.5000 25,336.50 2,413.000 25,336 (ALTERNATIVE X) 087 DRIVE PILE (CLASS 90) (ALTERNATIVE X) EA 3,110.0000 136,840.00 44.000 136,840 088 FURNISH PILING (CLASS 140) LF 10.5000 42,756.00 4,044.220 42,464 (ALTERNATIVE X) 089 DRIVE PILE (CLASS 140) (ALTERNATIVE X) EA 3,102.0000 347,424.00 112.000 347,424 090 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 091 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 092 PRESTRESSING CAST-IN-PLACE CONCRETE LS 144,375.0000 144,375.00 1.000 144,375 093 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 330.0000 98,670.00 299.000 98,670 (F) 094 STRUCTURAL CONCRETE, BRIDGE CY 490.0000 1,762,040.00 3,596.000 1,762,040 (F) 095 STRUCTURAL CONCRETE, APPROACH SLAB CY 533.0000 265,434.00 498.000 265,434 (F) (TYPE N) 096 STRUCTURAL CONCRETE, WINGWALL CY 530.0000 28,620.00 54.000 28,620 (F) 097 STRUCTURAL CONCRETE, BOX CULVERT CY 750.0000 133,500.00 178.000 133,500 (F) 098 MINOR CONCRETE (MINOR STRUCTURE) CY 1,365.0000 215,670.00 165.820 226,344 (F) 099 COBBLESTONE TEXTURE SQFT 8.0000 2,880.00 360.000 2,880 (F) 100 JOINT SEAL (MR 1/2") LF 31.0000 14,632.00 472.000 14,632 101 JOINT SEAL (MR 2") LF 81.0000 14,499.00 179.000 14,499 102 BAR REINFORCING STEEL (BRIDGE) LB 0.9800 758,030.00 775,633.000 760,120 (F) PROGRAM CAS145 PAGE 5 DATE 10/18/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 10:26 AM ESTIMATE NO. 050 BID OPENING 06/27/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/09/16 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 10/18/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0800 52,347.60 48,470.000 52,347 (F) 104 BAR REINFORCING STEEL (WINGWALL) LB 1.3700 3,726.40 2,720.040 3,726 (F) 105 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 277,928.00 69,482.000 277,928 (F) 106 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 20,844.60 69,482.000 20,844 (F) 107 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 23.0000 17,342.00 754.000 17,342 (F) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.6000 8,564.80 862.500 9,142 (F) (0.063"-UNFRAMED) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.6000 1,879.20 319.200 3,702 (F) (0.080"-UNFRAMED) 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.4500 3,913.95 256.700 3,452 (F) (0.063"-FRAMED) 111 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.5000 2,185.50 141.000 2,185 (F) (0.080"-FRAMED) 112 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 640.0000 76,800.00 120.000 76,800 (F) (SIGN FOUNDATION) 113 ROADSIDE SIGN - ONE POST EA 257.0000 25,443.00 103.000 26,471 114 ROADSIDE SIGN - TWO POST EA 695.0000 10,425.00 15.000 10,425 115 INSTALL ROADSIDE SIGN EA 1,600.0000 3,200.00 2.000 3,200 (LAMINATED WOOD BOX POST) 116 PREPARE AND STAIN CONCRETE SQFT 10.2500 18,962.50 1,850.000 18,962 117 18" ALTERNATIVE PIPE CULVERT LF 38.0000 73,340.00 1,766.800 67,138 118 24" REINFORCED CONCRETE PIPE (RUBBER LF 62.0000 520,180.00 8,140.400 504,704 GASKET JOINT) 119 36" REINFORCED CONCRETE PIPE (RUBBER LF 118.0000 118,000.00 1,794.800 211,786 GASKET JOINT) 120 10" CORRUGATED STEEL PIPE (.064" THICK) LF 36.0000 2,880.00 80.000 2,880 121 8" PERFORATED STEEL PIPE UNDERDRAIN LF 34.0000 5,950.00 175.000 5,950 (.064" THICK) 122 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 12.0000 21,600.00 240.000 2,880 123 PERMEABLE MATERIAL (BRIDGE) CY 49.0000 1,568.00 32.000 1,568 (F) 124 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 44.0000 14,740.00 335.000 14,740 (.064" THICK) 125 12" ENTRANCE TAPER EA 315.0000 2,205.00 9.000 2,835 126 12" ALTERNATIVE PIPE DOWNDRAIN LF 59.0000 27,140.00 472.200 27,859 127 24" CONCRETE FLARED END SECTION EA 945.0000 24,570.00 26.000 24,570 128 36" CONCRETE FLARED END SECTION EA 1,575.0000 25,200.00 16.000 25,200 129 12" ALTERNATIVE FLARED END SECTION EA 210.0000 1,260.00 6.000 1,260 PROGRAM CAS145 PAGE 6 DATE 10/18/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 10:26 AM ESTIMATE NO. 050 BID OPENING 06/27/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/09/16 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 10/18/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 18" ALTERNATIVE FLARED END SECTION EA 210.0000 4,620.00 22.000 4,620 131 ROCK SLOPE PROTECTION CY 122.0000 250,100.00 1,856.000 226,432 (NO. 2, METHOD B) 132 SLOPE PAVING (EXPOSED AGGREGATE) SQFT 10.4500 93,005.00 8,900.000 93,005 (F) 133 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 9,800.00 4,410.000 8,820 134 MINOR CONCRETE (CURB AND GUTTER) CY 430.0000 25,800.00 60.000 25,800 135 MINOR CONCRETE (TEXTURED PAVING) SQYD 87.0000 114,840.00 1,317.900 114,657 136 MISCELLANEOUS IRON AND STEEL LB 1.3200 36,293.40 27,495.000 36,293 (F) 137 CHAIN LINK FENCE (TYPE CL-4) LF 9.2500 4,255.00 460.000 4,255 138 CHAIN LINK FENCE (TYPE CL-6) LF 9.2500 418,100.00 45,200.000 418,100 139 CHAIN LINK FENCE (TYPE CL-6 MODIFIED) LF 19.5500 977.50 50.000 977 140 4' CHAIN LINK GATE (TYPE CL-4) EA 315.0000 1,260.00 4.000 1,260 141 4' CHAIN LINK GATE (TYPE CL-6) EA 368.0000 1,104.00 3.000 1,104 142 12' CHAIN LINK GATE (TYPE CL-6) EA 1,025.0000 16,400.00 16.000 16,400 143 SURVEY MONUMENT (TYPE D) EA 750.0000 3,750.00 8.000 6,000 144 DELINEATOR (CLASS 1) EA 47.0000 11,280.00 237.000 11,139 145 MILEPOST MARKER EA 52.5000 630.00 11.000 577 146 GUARD RAILING DELINEATOR EA 26.0000 806.00 31.000 806 147 OBJECT MARKER (TYPE L) EA 52.5000 1,102.50 20.000 1,050 148 OBJECT MARKER (TYPE P) EA 89.0000 1,958.00 22.000 1,958 149 METAL BEAM GUARD RAILING (STEEL POST) LF 24.3000 34,020.00 462.500 11,238 150 VEGETATION CONTROL (MINOR CONCRETE) SQYD 33.6000 584,640.00 14,043.370 471,857 151 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 92.0000 55,200.00 1,197.580 110,177 (F) 152 DOUBLE METAL BEAM GUARD RAILINGS LF 32.0000 19,200.00 600.000 19,200 (STEEL POST) 153 CABLE RAILING LF 21.0000 2,520.00 120.000 2,520 154 TRANSITION RAILING (TYPE WB) EA 3,195.0000 70,290.00 22.000 70,290 155 RAIL TENSIONING ASSEMBLY EA 580.0000 3,480.00 6.000 3,480 156 END ANCHOR ASSEMBLY (TYPE SFT) EA 770.0000 5,390.00 6.000 4,620 PROGRAM CAS145 PAGE 7 DATE 10/18/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 10:26 AM ESTIMATE NO. 050 BID OPENING 06/27/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/09/16 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 10/18/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,015.0000 9,045.00 5.000 15,075 158 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,385.0000 52,470.00 19.000 45,315 159 CRASH CUSHION (TYPE CAT) EA 5,590.0000 33,540.00 6.000 33,540 160 CRASH CUSHION (TYPE CAT) BACKUP EA 315.0000 1,890.00 6.000 1,890 161 CRASH CUSHION (REACT 9CBB) EA 61,500.0000 61,500.00 1.000 61,500 162 CONCRETE BARRIER (TYPE 60) LF 50.0000 2,850.00 57.000 2,850 163 CONCRETE BARRIER (TYPE 60C) LF 62.5000 120,625.00 1,930.000 120,625 164 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 82.0000 97,744.00 1,192.000 97,744 (F) 165 CONCRETE BARRIER (TYPE 732) LF 63.0000 62,811.00 997.000 62,811 (F) 166 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 34,397.00 66,568.000 35,281 167 THERMOPLASTIC PAVEMENT MARKING SQFT 5.2500 15,330.00 3,129.000 16,427 168 THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 52,160.00 177,876.000 56,920 (SPRAYABLE) 169 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3200 62,400.00 196,411.000 62,851 170 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.1500 2,425.50 1,324.000 4,170 171 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.2000 32,760.00 7,611.000 31,966 172 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,200.0000 2,200.00 1.000 2,200 SYSTEM ELEMENTS DURING CONSTRUCTION 173 LIGHTING AND SIGN ILLUMINATION LS 154,800.0000 154,800.00 1.000 154,800 174 CHANGEABLE MESSAGE SIGN SYSTEM LS 8,800.0000 8,800.00 1.000 8,800 175 LIGHTING CONDUIT (BRIDGE) LS 18,300.0000 18,300.00 1.000 18,300 176 ELECTRIC SERVICE (IRRIGATION) LS 6,900.0000 6,900.00 1.000 6,900 177 TRUCK INSPECTION FACILITY ELECTRICAL LS 130,500.0000 130,500.00 1.000 130,500 WORK 178 MICROWAVE VEHICLE DETECTION SYSTEM LS 29,700.0000 29,700.00 1.000 29,700 179 TRAFFIC MONITORING STATION (LOCATION 1) LS 22,500.0000 22,500.00 1.000 22,500 180 TRAFFIC MONITORING STATION (LOCATION 2) LS 24,900.0000 24,900.00 1.000 24,900 181 TRAFFIC MONITORING STATION (LOCATION 3) LS 35,200.0000 35,200.00 1.000 35,200 182 TRAFFIC MONITORING STATION (LOCATION 4) LS 28,550.0000 28,550.00 1.000 28,550 183 TRAFFIC MONITORING STATION (LOCATION 5) LS 73,100.0000 73,100.00 1.000 73,100 PROGRAM CAS145 PAGE 8 DATE 10/18/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 10:26 AM ESTIMATE NO. 050 BID OPENING 06/27/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/09/16 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 10/18/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 TRAFFIC MONITORING STATION (LOCATION 6) LS 55,550.0000 55,550.00 1.000 55,550 185 TRAFFIC MONITORING STATION (LOCATION 7) LS 30,350.0000 30,350.00 1.000 30,350 186 TRAFFIC MONITORING STATION (LOCATION 8) LS 25,800.0000 25,800.00 1.000 25,800 187 CLOSED CIRCUIT TELEVISION SYSTEM LS 33,100.0000 33,100.00 1.000 33,100 (LOCATION 1) 188 CLOSED CIRCUIT TELEVISION SYSTEM LS 26,450.0000 26,450.00 1.000 26,450 (LOCATION 2) 189 WEATHER MONITORING STATION LS 56,900.0000 56,900.00 1.000 56,900 190 MODIFY LIGHTING LS 11,550.0000 11,550.00 1.000 11,550 191 FIBER OPTIC SYSTEM LS 686,200.0000 686,200.00 1.000 686,200 192 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 193 HIGHWAY PLANTING LS 318,150.0000 318,150.00 0.000 0 194 IRRIGATION SYSTEM LS 363,600.0000 363,600.00 0.000 0 195 PLANT ESTABLISHMENT WORK LS 74,550.0000 74,550.00 0.000 0 196 IRRIGATION SLEEVE LF 17.8500 5,176.50 0.000 0 197 WELL DEVELOPMENT LS 11,220.0000 11,220.00 0.000 0 198 TESTING WELL LS 5,565.0000 5,565.00 0.000 0 199 WELL INVESTIGATION LF 21.0000 6,510.00 0.000 0 200 WATER WELL CONSTRUCTION LF 182.0000 56,420.00 0.000 0 201 WELL VIDEO LF 3.3500 1,038.50 0.000 0 202 WATER QUALITY TESTING LS 2,100.0000 2,100.00 0.000 0 203 WATER WELL EQUIPMENT LS 26,775.0000 26,775.00 0.000 0 204 WELL SCREEN LF 169.0000 13,351.00 0.000 0 205 WELL PUMP ELECTRICAL SYSTEM LS 19,850.0000 19,850.00 0.000 0 206 CONTINUOUSLY REINFORCED CONCRETE CY 138.0000 9,204,600.00 66,134.380 9,126,544 PAVEMENT 207 CONTINUOUSLY REINFORCED CONCRETE LF 140.0000 10,080.00 72.000 10,080 PAVEMENT (TERMINAL JOINT, TYPE B) 208 CONTINUOUSLY REINFORCED CONCRETE LF 145.0000 133,400.00 760.000 110,200 PAVEMENT (PAVEMENT ANCHOR) 209 CONTINUOUSLY REINFORCED CONCRETE LF 270.0000 102,600.00 342.000 92,340 PAVEMENT (EXPANSION JOINT, TYPE AN) 210 JOINT SEAL (MR 1 1/2") LF 69.0000 26,220.00 380.000 26,220 PROGRAM CAS145 PAGE 9 DATE 10/18/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 10:26 AM ESTIMATE NO. 050 BID OPENING 06/27/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/09/16 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 10/18/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 212 FURNISH 16" CAST-IN-STEEL SHELL LF 10.5000 41,842.50 3,985.000 41,842 CONCRETE PILING 213 DRIVE 16" CAST-IN-STEEL SHELL CONCRETE EA 4,967.0000 248,350.00 50.000 248,350 PILE PROGRAM CAS145 PAGE 10 DATE 10/18/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 10:26 AM ESTIMATE NO. 050 BID OPENING 06/27/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/09/16 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 10/18/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 40,794,273.00 ADJUSTMENT OF COMPENSATION 87,848.00 479,110.05 EXTRA WORK 47,563.66 1,316,162.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 135,411.66 42,589,545.39 214 MOBILIZATION LS 805,000.0000 805,000.00 1.000 805,000 ORIGINAL CONTRACT AMOUNT 44,282,257.45 TOTAL WORK COMPLETED 135,411.66 43,394,545.39 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -61,782.67 TOTAL 135,411.66 43,332,762.72 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 08/31/12 810 12/11/12 12/11/12 05/09/16 568 288 10 0 100% 100% BRENT HAROLDSEN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/18/16