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 10/07/15 EST. NO. 039 TIME 08:34 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 --------------------------------------------------------------------------- *** 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 10/07/15 EST. NO. 039 TIME 08:34 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. 638,417.77 039 638,417.77 -362,523.63 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 0.00 -30,500.00 TOTAL DEDUCTIONS 638,417.77 -393,023.63 PROGRAM CAS145 PAGE 1 DATE 10/07/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 08:34 AM ESTIMATE NO. 039 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 09/20/15 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 10/07/15 LOCATION SUPPLEMENTAL PROGRESS 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 0.500 1,500 002 TIME-RELATED OVERHEAD WDAY 2,400.0000 1,344,000.00 534.000 1,281,600 003 TEMPORARY FENCE (TYPE ESA) LF 4.0000 6,240.00 0.000 0 004 CONSTRUCTION SITE MANAGEMENT LS 33,000.0000 33,000.00 0.950 31,350 005 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 32.000 4,800 012 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 0.950 31,112 014 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 3.000 6,000 015 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 0.750 26,250 019 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.950 47,500 020 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 0.990 22,275 PROGRAM CAS145 PAGE 2 DATE 10/07/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 08:34 AM ESTIMATE NO. 039 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 09/20/15 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 10/07/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 12,480.000 173,472 024 TEMPORARY CRASH CUSHION MODULE EA 185.0000 31,450.00 134.000 24,790 025 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 0.000 0 028 REMOVE FENCE LF 2.6000 24,700.00 5,783.000 15,035 029 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 0.000 0 031 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 11,300.000 11,865 STRIPE 033 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 15,370.00 29,000.000 15,370 034 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.1000 1,848.00 880.000 1,848 035 REMOVE PAVEMENT MARKER EA 1.0500 724.50 754.000 791 036 REMOVE CHANNELIZERS EA 15.0000 1,020.00 0.000 0 037 REMOVE ROADSIDE SIGN EA 100.0000 6,500.00 33.000 3,300 038 REMOVE ROADSIDE SIGN PANEL EA 70.0000 140.00 0.000 0 039 REMOVE CULVERT LF 15.7500 5,827.50 170.000 2,677 040 REMOVE INLET EA 1,470.0000 1,470.00 1.000 1,470 041 RESET MILEPOST MARKER EA 200.0000 200.00 0.000 0 042 RESET ROADSIDE SIGN EA 230.0000 230.00 0.000 0 043 RELOCATE MAILBOX EA 300.0000 1,800.00 3.000 900 044 RELOCATE ROADSIDE SIGN EA 231.0000 6,699.00 8.000 1,848 045 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.1500 35,260.00 12,000.000 25,800 046 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 10/07/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 08:34 AM ESTIMATE NO. 039 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 09/20/15 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 10/07/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 051 BRIDGE REMOVAL, LOCATION B LS 20,500.0000 20,500.00 0.000 0 052 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 0.950 47,500 054 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 42,750.00 510.000 12,750 060 EROSION CONTROL (COMPOST BLANKET) CY 63.0000 169,470.00 2,479.610 156,215 061 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 6.000 6,300 063 EROSION CONTROL (HYDROSEED) (TYPE 1) ACRE 2,155.0000 538,750.00 122.000 262,910 064 EROSION CONTROL (HYDROSEED) (TYPE 2) ACRE 1,705.0000 51,150.00 0.000 0 065 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 0.600 86,310 067 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 2,241,000.00 141,335.000 4,240,050 071 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 7,276,500.00 111,623.400 7,383,887 074 RUMBLE STRIP STA 26.0000 15,340.00 475.900 12,373 075 DATA CORE LS 3,000.0000 3,000.00 0.000 0 076 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 0.9000 486.00 287.500 258 PROGRAM CAS145 PAGE 4 DATE 10/07/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 08:34 AM ESTIMATE NO. 039 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 09/20/15 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 10/07/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 9,638.000 8,674 078 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 0.9000 1,035.00 126.000 113 079 PLACE HOT MIX ASPHALT SQYD 5.2000 41,028.00 4,217.400 21,930 (MISCELLANEOUS AREA) 080 TACK COAT TON 685.0000 89,050.00 39.590 27,119 081 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 3,579.000 1,753,710 (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 133,500.00 177.000 132,750 (F) 098 MINOR CONCRETE (MINOR STRUCTURE) CY 1,365.0000 215,670.00 155.880 212,776 (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 0.000 0 102 BAR REINFORCING STEEL (BRIDGE) LB 0.9800 758,030.00 775,633.000 760,120 (F) PROGRAM CAS145 PAGE 5 DATE 10/07/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 08:34 AM ESTIMATE NO. 039 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 09/20/15 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 10/07/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 48,472.000 52,349 (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 17,342.00 377.000 8,671 (F) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.6000 8,564.80 402.000 4,261 (F) (0.063"-UNFRAMED) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.6000 1,879.20 147.300 1,708 (F) (0.080"-UNFRAMED) 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.4500 3,913.95 133.300 1,792 (F) (0.063"-FRAMED) 111 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.5000 2,185.50 115.300 1,787 (F) (0.080"-FRAMED) 112 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 640.0000 76,800.00 112.000 71,680 (F) (SIGN FOUNDATION) 113 ROADSIDE SIGN - ONE POST EA 257.0000 25,443.00 62.000 15,934 114 ROADSIDE SIGN - TWO POST EA 695.0000 10,425.00 10.000 6,950 115 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 18,962.50 950.000 9,737 117 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 7,970.650 494,180 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 90.000 3,060 (.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 6.000 1,890 126 12" ALTERNATIVE PIPE DOWNDRAIN LF 59.0000 27,140.00 373.400 22,030 127 24" CONCRETE FLARED END SECTION EA 945.0000 24,570.00 21.000 19,845 128 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 4.000 840 PROGRAM CAS145 PAGE 6 DATE 10/07/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 08:34 AM ESTIMATE NO. 039 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 09/20/15 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 10/07/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 18.000 3,780 131 ROCK SLOPE PROTECTION CY 122.0000 250,100.00 1,527.610 186,368 (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 4,869.000 9,738 134 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 15,007.000 19,809 (F) 137 CHAIN LINK FENCE (TYPE CL-4) LF 9.2500 4,255.00 0.000 0 138 CHAIN LINK FENCE (TYPE CL-6) LF 9.2500 418,100.00 33,387.000 308,829 139 CHAIN LINK FENCE (TYPE CL-6 MODIFIED) LF 19.5500 977.50 0.000 0 140 4' CHAIN LINK GATE (TYPE CL-4) EA 315.0000 1,260.00 0.000 0 141 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 8.000 8,200 143 SURVEY MONUMENT (TYPE D) EA 750.0000 3,750.00 0.000 0 144 DELINEATOR (CLASS 1) EA 47.0000 11,280.00 202.000 9,494 145 MILEPOST MARKER EA 52.5000 630.00 11.000 577 146 GUARD RAILING DELINEATOR EA 26.0000 806.00 22.000 572 147 OBJECT MARKER (TYPE L) EA 52.5000 1,102.50 14.000 735 148 OBJECT MARKER (TYPE P) EA 89.0000 1,958.00 15.000 1,335 149 METAL BEAM GUARD RAILING (STEEL POST) LF 24.3000 34,020.00 537.500 13,061 150 VEGETATION CONTROL (MINOR CONCRETE) SQYD 33.6000 584,640.00 10,538.900 354,107 151 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 92.0000 55,200.00 0.000 0 (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 0.000 0 154 TRANSITION RAILING (TYPE WB) EA 3,195.0000 70,290.00 14.000 44,730 155 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 10/07/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 08:34 AM ESTIMATE NO. 039 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 09/20/15 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 10/07/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 12,060 158 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,385.0000 52,470.00 10.000 23,850 159 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 0.000 0 162 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 1,318.000 108,076 (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 58,382.000 30,942 167 THERMOPLASTIC PAVEMENT MARKING SQFT 5.2500 15,330.00 1,104.000 5,796 168 THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 52,160.00 119,753.000 38,320 (SPRAYABLE) 169 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3200 62,400.00 129,073.000 41,303 170 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.1500 2,425.50 438.000 1,379 171 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.2000 32,760.00 5,773.000 24,246 172 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,200.0000 2,200.00 0.970 2,134 SYSTEM ELEMENTS DURING CONSTRUCTION 173 LIGHTING AND SIGN ILLUMINATION LS 154,800.0000 154,800.00 0.970 150,156 174 CHANGEABLE MESSAGE SIGN SYSTEM LS 8,800.0000 8,800.00 0.950 8,360 175 LIGHTING CONDUIT (BRIDGE) LS 18,300.0000 18,300.00 0.950 17,385 176 ELECTRIC SERVICE (IRRIGATION) LS 6,900.0000 6,900.00 0.742 5,119 177 TRUCK INSPECTION FACILITY ELECTRICAL LS 130,500.0000 130,500.00 0.950 123,975 WORK 178 MICROWAVE VEHICLE DETECTION SYSTEM LS 29,700.0000 29,700.00 0.878 26,076 179 TRAFFIC MONITORING STATION (LOCATION 1) LS 22,500.0000 22,500.00 0.949 21,352 180 TRAFFIC MONITORING STATION (LOCATION 2) LS 24,900.0000 24,900.00 0.971 24,177 181 TRAFFIC MONITORING STATION (LOCATION 3) LS 35,200.0000 35,200.00 0.948 33,369 182 TRAFFIC MONITORING STATION (LOCATION 4) LS 28,550.0000 28,550.00 0.950 27,122 183 TRAFFIC MONITORING STATION (LOCATION 5) LS 73,100.0000 73,100.00 0.900 65,790 PROGRAM CAS145 PAGE 8 DATE 10/07/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 08:34 AM ESTIMATE NO. 039 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 09/20/15 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 10/07/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.950 52,772 185 TRAFFIC MONITORING STATION (LOCATION 7) LS 30,350.0000 30,350.00 0.950 28,832 186 TRAFFIC MONITORING STATION (LOCATION 8) LS 25,800.0000 25,800.00 0.950 24,510 187 CLOSED CIRCUIT TELEVISION SYSTEM LS 33,100.0000 33,100.00 0.210 6,951 (LOCATION 1) 188 CLOSED CIRCUIT TELEVISION SYSTEM LS 26,450.0000 26,450.00 0.950 25,127 (LOCATION 2) 189 WEATHER MONITORING STATION LS 56,900.0000 56,900.00 0.869 49,446 190 MODIFY LIGHTING LS 11,550.0000 11,550.00 0.500 5,775 191 FIBER OPTIC SYSTEM LS 686,200.0000 686,200.00 0.930 638,166 192 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 10/07/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 08:34 AM ESTIMATE NO. 039 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 09/20/15 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 10/07/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 10/07/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 08:34 AM ESTIMATE NO. 039 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 09/20/15 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 10/07/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 39,166,719.37 ADJUSTMENT OF COMPENSATION 0.00 428,661.36 EXTRA WORK 0.00 776,914.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 40,372,295.43 214 MOBILIZATION LS 805,000.0000 805,000.00 1.000 805,000 ORIGINAL CONTRACT AMOUNT 44,282,257.45 TOTAL WORK COMPLETED 0.00 41,177,295.43 MATERIALS ON HAND ON SITE 74,898.41 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 638,417.77 -393,023.63 TOTAL 638,417.77 40,859,170.21 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 08/31/12 810 12/11/12 12/11/12 11/12/15 534 156 10 0 90% 94% PROGRESS IS SATISFACTORY BRENT HAROLDSEN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/07/15