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 02/20/15 EST. NO. 030 TIME 01:09 PM 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 --------------------------------------------------------------------------- 001 0053 401.95 E.W. @ F.A.(+) 071513 N 0059.0 0070 4,632.43 101614 N 0103.0 0077 437.55 110514 N 0118.0 0078 1,488.56 103114 N 0105.0 6,960.49 TOTAL THIS ESTIMATE 903,860.15 TOTAL PREVIOUS ESTIMATE 910,820.64 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 02/20/15 EST. NO. 030 TIME 01:09 PM 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 0.00 -10,000.00 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 0.00 -22,500.00 TOTAL DEDUCTIONS 0.00 -32,500.00 PROGRAM CAS145 PAGE 1 DATE 02/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 01:09 PM ESTIMATE NO. 030 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 02/20/15 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 02/20/15 LOCATION 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 1,344,000.00 435.000 1,044,000 003 TEMPORARY FENCE (TYPE ESA) LF 4.0000 6,240.00 0.000 0 004 CONSTRUCTION SITE MANAGEMENT LS 33,000.0000 33,000.00 0.800 26,400 005 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 0.800 26,200 014 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 015 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 0.500 17,500 019 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.800 40,000 020 TYPE III BARRICADE EA 75.0000 20,250.00 14.000 1,050.00 86.000 6,450 021 CHANNELIZER (SURFACE MOUNTED) EA 38.0000 7,980.00 53.000 2,014.00 73.000 2,774 022 PORTABLE CHANGEABLE MESSAGE SIGN LS 22,500.0000 22,500.00 0.840 18,900 PROGRAM CAS145 PAGE 2 DATE 02/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 01:09 PM ESTIMATE NO. 030 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 02/20/15 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 02/20/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 12,020.000 167,078 024 TEMPORARY CRASH CUSHION MODULE EA 185.0000 31,450.00 92.000 17,020 025 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 0.000 0 030 REMOVE FLARED END SECTION EA 250.0000 3,000.00 0.000 0 031 REMOVE THRIE BEAM BARRIER LF 7.3500 172,725.00 15,419.500 113,333 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0500 11,865.00 0.000 0 STRIPE 033 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 15,370.00 8,478.000 4,493 034 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.1000 1,848.00 138.000 289 035 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 1.000 100.00 10.000 1,000 038 REMOVE ROADSIDE SIGN PANEL EA 70.0000 140.00 0.000 0 039 REMOVE CULVERT LF 15.7500 5,827.50 110.000 1,732 040 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 1.000 231.00 7.000 1,617 045 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.1500 35,260.00 1,067.000 2,294 046 REMOVE CONCRETE BARRIER (TYPE K) LF 5.0000 3,800.00 0.000 0 047 REMOVE CONCRETE BARRIER (TYPE 50C) LF 8.0000 4,000.00 0.000 0 048 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 0.000 0 PROGRAM CAS145 PAGE 3 DATE 02/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 01:09 PM ESTIMATE NO. 030 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 02/20/15 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 02/20/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.030 18,582.00 0.930 576,042 053 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 0.500 25,000 054 ROADWAY EXCAVATION CY 3.2500 4,452,500.00 1,354,395.000 4,401,783 055 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 72,635.00 864.000 63,072 (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 0.000 0 060 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 0.000 0 062 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 538,750.00 120.000 258,600 064 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 0.150 21,577 067 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 2,241,000.00 124,317.700 3,729,531 071 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 79,732.240 5,274,287 074 RUMBLE STRIP STA 26.0000 15,340.00 186.600 4,851 075 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 02/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 01:09 PM ESTIMATE NO. 030 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 02/20/15 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 02/20/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,836.600 19,950 (MISCELLANEOUS AREA) 080 TACK COAT TON 685.0000 89,050.00 23.410 16,035 081 JOINTED PLAIN CONCRETE PAVEMENT CY 103.0000 1,246,300.00 10,729.960 1,105,185 082 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 0.300 43,312.50 0.800 115,500 093 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 330.0000 98,670.00 299.000 98,670 (F) 094 STRUCTURAL CONCRETE, BRIDGE CY 490.0000 1,762,040.00 307.000 150,430.00 3,378.000 1,655,220 (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 38.000 20,140 (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 215,670.00 127.600 174,174 (F) 099 COBBLESTONE TEXTURE SQFT 8.0000 2,880.00 360.000 2,880 (F) 100 JOINT SEAL (MR 1/2") LF 31.0000 14,632.00 236.000 7,316 101 JOINT SEAL (MR 2") LF 81.0000 14,499.00 0.000 0 102 BAR REINFORCING STEEL (BRIDGE) LB 0.9800 758,030.00 120,216.000 117,811.68 747,135.000 732,192 (F) PROGRAM CAS145 PAGE 5 DATE 02/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 01:09 PM ESTIMATE NO. 030 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 02/20/15 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 02/20/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,914.040 2,622 (F) 105 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 277,928.00 41,582.000 166,328 (F) 106 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 20,844.60 41,582.000 12,474 (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 8,564.80 330.000 3,498 (F) (0.063"-UNFRAMED) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.6000 1,879.20 131.300 1,523 (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 70.300 1,089 (F) (0.080"-FRAMED) 112 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 640.0000 76,800.00 68.000 43,520 (F) (SIGN FOUNDATION) 113 ROADSIDE SIGN - ONE POST EA 257.0000 25,443.00 38.000 9,766 114 ROADSIDE SIGN - TWO POST EA 695.0000 10,425.00 7.000 4,865 115 INSTALL ROADSIDE SIGN EA 1,600.0000 3,200.00 1.000 1,600 (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 1,289.800 49,012 118 24" REINFORCED CONCRETE PIPE (RUBBER LF 62.0000 520,180.00 7,922.650 491,204 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 14,740.00 155.000 6,820 (.064" THICK) 125 12" ENTRANCE TAPER EA 315.0000 2,205.00 4.000 1,260 126 12" ALTERNATIVE PIPE DOWNDRAIN LF 59.0000 27,140.00 294.100 17,351 127 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 14.000 22,050 129 12" ALTERNATIVE FLARED END SECTION EA 210.0000 1,260.00 2.000 420 PROGRAM CAS145 PAGE 6 DATE 02/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 01:09 PM ESTIMATE NO. 030 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 02/20/15 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 02/20/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 16.000 3,360 131 ROCK SLOPE PROTECTION CY 122.0000 250,100.00 1,509.210 184,123 (NO. 2, METHOD B) 132 SLOPE PAVING (EXPOSED AGGREGATE) SQFT 10.4500 93,005.00 4,500.000 47,025 (F) 133 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 9,800.00 4,833.000 9,666 134 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 10,053.000 13,269 (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 2.000 736 142 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 3.000 141.00 109.000 5,123 145 MILEPOST MARKER EA 52.5000 630.00 6.000 315 146 GUARD RAILING DELINEATOR EA 26.0000 806.00 4.000 104 147 OBJECT MARKER (TYPE L) EA 52.5000 1,102.50 6.000 315 148 OBJECT MARKER (TYPE P) EA 89.0000 1,958.00 8.000 712 149 METAL BEAM GUARD RAILING (STEEL POST) LF 24.3000 34,020.00 412.500 10,023 150 VEGETATION CONTROL (MINOR CONCRETE) SQYD 33.6000 584,640.00 9,160.480 307,792 151 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 19,200.00 512.500 16,400 (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 8.000 25,560 155 RAIL TENSIONING ASSEMBLY EA 580.0000 3,480.00 4.000 2,320 156 END ANCHOR ASSEMBLY (TYPE SFT) EA 770.0000 5,390.00 4.000 3,080 PROGRAM CAS145 PAGE 7 DATE 02/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 01:09 PM ESTIMATE NO. 030 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 02/20/15 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 02/20/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 9,540 159 CRASH CUSHION (TYPE CAT) EA 5,590.0000 33,540.00 4.000 22,360 160 CRASH CUSHION (TYPE CAT) BACKUP EA 315.0000 1,890.00 4.000 1,260 161 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 0.000 0 163 CONCRETE BARRIER (TYPE 60C) LF 62.5000 120,625.00 1,500.000 93,750 164 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 82.0000 97,744.00 592.000 48,544 (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 19,112.000 10,129 167 THERMOPLASTIC PAVEMENT MARKING SQFT 5.2500 15,330.00 627.000 3,291 168 THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 52,160.00 60,924.000 19,495 (SPRAYABLE) 169 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3200 62,400.00 102,005.000 32,641 170 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 2,715.000 11,403 172 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,200.0000 2,200.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 173 LIGHTING AND SIGN ILLUMINATION LS 154,800.0000 154,800.00 0.688 106,502 174 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 0.300 2,070 177 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 0.208 6,177 179 TRAFFIC MONITORING STATION (LOCATION 1) LS 22,500.0000 22,500.00 0.720 16,200 180 TRAFFIC MONITORING STATION (LOCATION 2) LS 24,900.0000 24,900.00 0.950 23,655 181 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 0.463 33,845 PROGRAM CAS145 PAGE 8 DATE 02/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 01:09 PM ESTIMATE NO. 030 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 02/20/15 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 02/20/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.704 39,107 185 TRAFFIC MONITORING STATION (LOCATION 7) LS 30,350.0000 30,350.00 0.872 26,465 186 TRAFFIC MONITORING STATION (LOCATION 8) LS 25,800.0000 25,800.00 0.620 15,996 187 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 0.704 18,620 (LOCATION 2) 189 WEATHER MONITORING STATION LS 56,900.0000 56,900.00 0.029 1,650 190 MODIFY LIGHTING LS 11,550.0000 11,550.00 0.000 0 191 FIBER OPTIC SYSTEM LS 686,200.0000 686,200.00 0.834 572,290 192 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 56,258.230 7,763,635 PAVEMENT 207 CONTINUOUSLY REINFORCED CONCRETE LF 140.0000 10,080.00 0.000 0 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 0.000 0 PROGRAM CAS145 PAGE 9 DATE 02/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 01:09 PM ESTIMATE NO. 030 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 02/20/15 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 02/20/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 02/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-415804 TIME 01:09 PM ESTIMATE NO. 030 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 02/20/15 R.E. NAME: BRENT HAROLDSEN DATE OF THIS ESTIMATE 02/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 333,672.18 33,330,396.39 ADJUSTMENT OF COMPENSATION 0.00 364,739.70 EXTRA WORK 6,960.49 546,080.94 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 340,632.67 34,241,217.03 214 MOBILIZATION LS 805,000.0000 805,000.00 1.000 805,000 ORIGINAL CONTRACT AMOUNT 44,282,257.45 TOTAL WORK COMPLETED 340,632.67 35,046,217.03 MATERIALS ON HAND ON SITE 322,869.13 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -32,500.00 TOTAL 340,632.67 35,336,586.16 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 09/28/15 413 126 10 0 78% 72% PROGRESS IS SATISFACTORY BRENT HAROLDSEN RESIDENT ENGINEER PROGRAM CAS145 DATE 02/20/15