PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 08/25/15 EST. NO. 031 TIME 03:45 PM R.E. NAME: DIKE, EDDIE 04-2908C4 --------------------------------------------------------------------------- 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 0121 283.98 E.W. @ F.A.(+) 070315 N 0872.0 0122 359.73 073115 N 0873.0 0123 785.85 073015 N 0914.0 0125 409.70 081515 N 0916.0 0126 643.67 081015 N 0921.0 003 0049 2,047.19 E.W. @ F.A.(+) 072315 N 0869.0 013 0030 1,496.08 E.W. @ F.A.(+) 031315 N 0785.0 0031 2,946.24 042715 N 0821.0 0032 870.12 043015 N 0823.0 017 0032 7,097.08 E.W. @ F.A.(+) 091113 Y 119255 0033 1,646.28 090613 Y 119256 0034 5,461.93 072213 Y 125750 020 0087 371.29 E.W. @ F.A.(+) 042414 N 0472.0 0088 531.33 051414 N 0491.0 0089 1,759.98 121214 N 0698.0 0090 1,567.17 121514 N 0699.0 0091 485.15 031715 N 0780.0 0092 4,363.12 061715 N 0845.0 0093 3,144.75 061815 N 0846.0 0094 1,179.28 061915 N 0848.0 032 0048 6,000.94 E.W. @ F.A.(+) 042415 N 0820.0 0050 5,714.24 042215 N 0847.0 0051 2,187.45 042115 N 0817.0 042 0003 49,297.00 A.C. @ L.S.(+) 060115 N 0003 0 046 0005 1,488.10 E.W. @ F.A.(+) 050815 N 0829.0 047 0003 813.16 E.W. @ F.A.(+) 030414 Y 0412.0 048 0036 2,389.90 A.C. @ F.A.(+) 121814 N 0707.1 0037 2,727.84 121214 N 0706.0 0038 4,626.54 010915 N 0722.0 0039 1,449.15 032715 N 0786.1 0040 4,917.57 042115 N 0809.1 0041 1,247.72 052115 N 0834.0 0042 10,529.49 062915 N 0850.1 0044 2,270.84 062915 N 0853.1 0045 2,310.07 070915 N 0856.1 0047 1,618.84 070315 N 0855.1 050 0002 1,103.09 A.C. @ L.S.(+) 070814 N 0755.0 072 0009 1,446.41 E.W. @ F.A.(+) 032415 N 0795.1 0010 469.18 032715 N 0798.1 0011 4,264.84 041015 N 0804.1 077 0006 -177,761.09 A.C. @ U.P.(-) 081815 N 0006 0 078 0003 25,589.11 A.C. @ U.P.(+) 070115 N 0003 0 0004 28,709.43 081815 N 0004 0 082 0002 627.65 E.W. @ F.A.(+) 080415 N 0923.0 21,487.39 TOTAL THIS ESTIMATE 15,378,542.80 TOTAL PREVIOUS ESTIMATE 15,400,030.19 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 08/25/15 EST. NO. 031 TIME 03:45 PM R.E. NAME: DIKE, EDDIE 04-2908C4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM JULY NOT SUBMITT -10,000.00 019 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PAYROLL NON COMPLY -10,000.00 012 RETURN BACK PAYROLL 5,000.00 019 RETURN PAYROLL DEDUC 5,000.00 020 0.00 0.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 08/25/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908C4 TIME 03:45 PM ESTIMATE NO. 031 BID OPENING 09/19/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 08/25/15 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-580-R8.4/R14.6 ----------------------- GHILOTTI CONSTRUCTION COMPANY IN ALAMEDA COUNTY IN LIVERMORE FROM 246 GHILOTTI AVENUE 0.1 MILE WEST OF GREENVILLE ROAD SANTA ROSA, CA 95407 UC TO 0.5 MILE WEST OF 84/580 SEPARATION FED. AID NO. ACIM-5801(105)5E ROADWAY WIDENING AND REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.750 3,750 002 TEMPORARY FENCE (TYPE ESA) LF 2.0000 10,060.00 5,030.000 10,060 003 TEMPORARY FENCE (WILDLIFE EXCLUSION) LF 6.0000 163,200.00 417.000 2,502.00 28,034.000 168,204 004 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.900 45,000 005 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 1.000 3,000 PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 2.5000 28,000.00 6,630.000 16,575 007 TEMPORARY SILT FENCE LF 1.5000 9,300.00 15,839.000 23,758 008 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 18,000.00 17.000 34,000 009 TEMPORARY COVER SQYD 4.0000 12,000.00 4,275.100 17,100 010 TEMPORARY CHECK DAM LF 6.0000 600.00 300.000 1,800 011 MOVE-IN/MOVE-OUT EA 500.0000 4,000.00 5.000 2,500 (TEMPORARY EROSION CONTROL) 012 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 5,400.00 155.000 23,250 013 TEMPORARY HYDRAULIC MULCH SQYD 0.5000 6,450.00 73,161.000 36,580 (BONDED FIBER MATRIX) 014 STREET SWEEPING LS 10,000.0000 10,000.00 0.892 8,920 015 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 0.874 8,740 016 TEMPORARY CREEK DIVERSION SYSTEM LS 75,000.0000 75,000.00 1.000 75,000 017 RAIN EVENT ACTION PLAN EA 500.0000 42,500.00 23.000 11,500 018 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 3.000 6,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 7,000.00 33.000 3,300 020 WATER QUALITY MONITORING REPORT EA 100.0000 500.00 3.000 300 021 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 100.0000 6,000.00 18.000 1,800 022 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 520,000.00 502.000 502,000 PROGRAM CAS145 PAGE 2 DATE 08/25/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908C4 TIME 03:45 PM ESTIMATE NO. 031 BID OPENING 09/19/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 08/25/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.850 25,500 024 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.943 282,900 025 TYPE III BARRICADE EA 120.0000 2,040.00 48.000 5,760 026 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.0000 3,240.00 247.000 988 027 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 89,500.00 355,132.000 88,783 028 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 19,800.00 1,270.000 25,400 029 TEMPORARY PAVEMENT MARKER EA 2.2500 54,225.00 24,054.000 54,121 030 TEMPORARY RAILING (TYPE K) LF 10.0000 1,020,000.00 40.000 400.00 107,502.000 1,075,020 031 TEMPORARY CRASH CUSHION MODULE EA 40.0000 15,200.00 252.000 10,080 032 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,000.0000 99,000.00 2.000 6,000.00 36.000 108,000 033 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 40,300.00 35,523.000 35,523 STRIPE (HAZARDOUS WASTE) 034 NOISE MONITORING LS 1,500.0000 1,500.00 0.000 0 035 ABANDON CULVERT (LF) LF 15.0000 5,400.00 334.000 5,010 036 REMOVE FENCE LF 2.0000 8,000.00 2,380.000 4,760 037 REMOVE METAL BEAM GUARD RAILING LF 10.0000 22,700.00 2,341.500 23,415 038 REMOVE SINGLE THRIE BEAM BARRIER LF 10.0000 5,900.00 840.000 8,400 039 REMOVE FLARED END SECTION EA 250.0000 2,000.00 8.000 2,000 040 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 25,865.00 107,859.000 37,750 041 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 1,540.00 337.000 674 042 REMOVE PAVEMENT MARKER EA 1.0000 12,900.00 16,098.000 16,098 043 REMOVE ROADSIDE SIGN EA 100.0000 400.00 4.000 400 044 REMOVE SIGN STRUCTURE (EA) EA 3,500.0000 28,000.00 8.000 28,000 045 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 2,240.00 2,245.000 2,245 046 REMOVE GRATED LINE DRAIN LF 80.0000 4,160.00 52.000 4,160 047 REMOVE CULVERT (LF) LF 25.0000 9,750.00 460.000 11,500 048 REMOVE INLET EA 500.0000 12,500.00 25.000 12,500 049 REMOVE HEADWALL EA 1,000.0000 3,000.00 3.000 3,000 PROGRAM CAS145 PAGE 3 DATE 08/25/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908C4 TIME 03:45 PM ESTIMATE NO. 031 BID OPENING 09/19/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 08/25/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE PORTLAND CEMENT CONCRETE SQYD 12.0000 4,920.00 410.000 4,920 PAVEMENT 051 REMOVE PORTLAND CEMENT CONCRETE PAVEMENT SQYD 30.0000 369,000.00 19,833.000 594,990 (PRECAST CONCRETE PANEL) 052 REMOVE BASE AND SURFACING CY 16.0000 7,840.00 0.000 0 053 RELOCATE ROADSIDE SIGN-ONE POST EA 200.0000 7,200.00 0.000 0 054 RELOCATE ROADSIDE SIGN-TWO POST EA 335.0000 4,355.00 0.000 0 055 RELOCATE ROADSIDE SIGN EA 150.0000 4,350.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 056 RELOCATE SIGN STRUCTURE EA 9,000.0000 9,000.00 1.000 9,000 057 ADJUST INLET EA 1,800.0000 43,200.00 19.000 34,200 058 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 55,800.00 3,120.000 9,360.00 3,458.000 10,374 059 REMOVE CONCRETE (CY) CY 65.0000 15,600.00 253.000 16,445 060 REMOVE CONCRETE CURB (LF) LF 4.0000 520.00 140.000 560 061 REMOVE CONCRETE (CURB AND GUTTER) LF 4.0000 11,680.00 90.000 360.00 3,010.000 12,040 062 REMOVE CONCRETE BARRIER LF 21.0000 321,300.00 15,300.000 321,300 063 REMOVE UNSOUND CONCRETE CF 600.0000 3,000.00 4.500 2,700 064 CAP INLET EA 1,250.0000 5,000.00 5.000 6,250 065 REMOVE CRASH CUSHION EA 600.0000 1,800.00 3.000 1,800 066 BRIDGE REMOVAL (PORTION), LOCATION A LS 20,000.0000 20,000.00 1.000 20,000 067 BRIDGE REMOVAL (PORTION), LOCATION B LS 40,000.0000 40,000.00 1.000 40,000 068 BRIDGE REMOVAL (PORTION), LOCATION C LS 20,000.0000 20,000.00 1.000 20,000 069 BRIDGE REMOVAL (PORTION), LOCATION D LS 20,000.0000 20,000.00 1.000 20,000 070 CLEARING AND GRUBBING (LS) LS 40,000.0000 40,000.00 1.000 40,000 071 DEVELOP WATER SUPPLY LS 35,000.0000 35,000.00 0.830 29,050 072 ROADWAY EXCAVATION CY 16.0000 1,310,400.00 43.000 688.00 115,192.350 1,843,077 073 ROADWAY EXCAVATION (TYPE Y-1) CY 18.0000 122,040.00 7,000.000 126,000 (AERIALLY DEPOSITED LEAD) 074 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 075 ADL BURIAL LOCATION REPORT LS 3,000.0000 3,000.00 0.500 1,500 076 SHOULDER BACKING TON 100.0000 900.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 08/25/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908C4 TIME 03:45 PM ESTIMATE NO. 031 BID OPENING 09/19/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 08/25/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (BRIDGE) CY 175.0000 66,325.00 379.000 66,325 (F) 078 STRUCTURE EXCAVATION (TYPE D) CY 1,200.0000 309,600.00 258.000 309,600 (F) 079 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 269,280.00 8,976.000 269,280 (F) 080 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 20.0000 82,580.00 4,129.000 82,580 (F) 081 STRUCTURE EXCAVATION (GROUND ANCHOR CY 13.0000 1,027.00 79.000 1,027 (F) WALL) 082 STRUCTURE BACKFILL (BRIDGE) CY 180.0000 47,880.00 266.000 47,880 (F) 083 STRUCTURE BACKFILL (RETAINING WALL) CY 42.0000 410,970.00 9,785.000 410,970 (F) 084 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 40.0000 160.00 0.000 0 (F) 085 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 40.0000 16,760.00 0.000 0 (F) 086 PERVIOUS BACKFILL MATERIAL (RETAINING CY 40.0000 34,880.00 878.000 35,120 (F) WALL) 087 SAND BACKFILL CY 300.0000 6,000.00 26.000 7,800 088 DITCH EXCAVATION CY 25.0000 55,750.00 4,604.000 115,100 089 IMPORTED BIOFILTRATION SOIL CY 80.0000 48,000.00 600.000 48,000 090 EROSION CONTROL (COMPOST BLANKET) CY 70.0000 154,700.00 1,547.000 108,290 091 FIBER ROLLS LF 2.0000 78,200.00 49,100.000 98,200 092 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 6,000.00 5.000 3,750 093 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 4,500.0000 49,500.00 15.080 67,860 094 ROLLED EROSION CONTROL PRODUCT SQFT 0.2500 40,500.00 149,713.000 37,428 (NETTING) 095 8" WELDED STEEL PIPE CONDUIT LF 150.0000 90,000.00 100.000 15,000.00 520.000 78,000 (.250" THICK) 096 LIME TON 150.0000 331,500.00 0.000 0 097 LIME STABILIZED SOIL SQYD 2.0000 160,600.00 93,908.800 187,817 098 CLASS 4 AGGREGATE SUBBASE CY 12.0000 350,400.00 27,289.000 327,468 099 CLASS 3 AGGREGATE BASE (CY) CY 30.0000 117,300.00 586.000 17,580.00 3,512.000 105,360 100 ASPHALTIC EMULSION (CURING SEAL) TON 500.0000 90,000.00 83.780 41,890 101 LEAN CONCRETE BASE CY 80.0000 2,552,000.00 31,341.000 2,507,280 102 LEAN CONCRETE BASE (RAPID SETTING) CY 375.0000 1,308,750.00 4,183.200 1,568,700 103 REPLACE ASPHALT CONCRETE SURFACING CY 260.0000 36,400.00 227.000 59,020.00 704.800 183,248 PROGRAM CAS145 PAGE 5 DATE 08/25/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908C4 TIME 03:45 PM ESTIMATE NO. 031 BID OPENING 09/19/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 08/25/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 HOT MIX ASPHALT TON 67.0000 9,782,000.00 40,169.820 2,691,377.94 129,902.450 8,703,464 105 HOT MIX ASPHALT (OPEN GRADED) TON 82.0000 1,558,000.00 8,551.000 701,182.00 8,551.000 701,182 106 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 104.0000 3,837,600.00 0.000 0 107 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 1.0000 120.00 0.000 0 PAVEMENT INTERLAYER) 108 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 2.0000 199,600.00 92,011.110 184,022.22 92,011.110 184,022 (GEOCOMPOSITE STRIP MEMBRANE) 109 DATA CORE LS 8,000.0000 8,000.00 0.250 2,000 110 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 1,760.00 150.000 300.00 150.000 300 111 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.0000 9,000.00 889.000 1,778.00 889.000 1,778 112 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 8,400.00 0.000 0 113 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 4,220.00 1,695.000 3,390.00 1,695.000 3,390 114 PLACE HOT MIX ASPHALT SQYD 50.0000 3,300.00 8.000 400 (MISCELLANEOUS AREA) 115 TACK COAT TON 500.0000 150,000.00 48.030 24,015.00 202.350 101,175 116 INDIVIDUAL SLAB REPLACEMENT CY 700.0000 560,000.00 3,438.000 2,406,600 (PRECAST CONCRETE PANEL) 117 JOINTED PLAIN CONCRETE PAVEMENT CY 350.0000 59,500.00 189.000 66,150 118 PRECAST PRESTRESSED CONCRETE PAVEMENT CY 750.0000 2,542,500.00 0.000 0 119 SEAL PAVEMENT JOINT LF 5.0000 84,500.00 9,176.000 45,880 120 SEAL ISOLATION JOINT LF 5.0000 61,500.00 5,800.000 29,000 121 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 470.0000 643,900.00 1,608.800 756,136 122 CRACK EXISTING CONCRETE PAVEMENT SQYD 0.5000 51,000.00 84,000.000 42,000 123 GROUND ANCHOR (SUBHORIZONTAL) EA 1,900.0000 34,200.00 18.000 34,200 124 SOIL NAIL LF 16.0000 989,184.00 61,824.000 989,184 (F) 125 FURNISH STEEL PILING (HP 12 X 53) LF 30.0000 50,340.00 1,657.330 49,719 126 DRIVE STEEL PILE (HP 12 X 53) EA 2,800.0000 190,400.00 68.000 190,400 127 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 435.0000 36,975.00 85.000 36,975 (F) 128 STRUCTURAL CONCRETE, BRIDGE CY 950.0000 1,015,550.00 1,069.000 1,015,550 (F) 129 STRUCTURAL CONCRETE, RETAINING WALL CY 400.0000 2,514,400.00 6,331.000 2,532,400 (F) 130 STRUCTURAL CONCRETE, APPROACH SLAB CY 950.0000 54,150.00 57.000 54,150 (F) (TYPE N MODIFIED) PROGRAM CAS145 PAGE 6 DATE 08/25/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908C4 TIME 03:45 PM ESTIMATE NO. 031 BID OPENING 09/19/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 08/25/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 STRUCTURAL CONCRETE, BOX CULVERT CY 975.0000 122,850.00 126.000 122,850 (F) 132 MINOR CONCRETE CY 255.0000 33,150.00 20.000 5,100.00 226.303 57,707 133 MINOR CONCRETE (MINOR STRUCTURE) CY 1,600.0000 368,000.00 4.000 6,400.00 245.250 392,400 (F) 134 MINOR CONCRETE (BACKFILL) CY 115.0000 25,300.00 6.400 736.00 594.500 68,367 135 PAINT BRIDGE IDENTIFICATION LS 300.0000 300.00 1.000 300 136 FRACTURED RIB TEXTURE SQFT 5.0000 405,580.00 81,116.000 405,580 (F) 137 DRILL AND BOND DOWEL LF 23.0000 2,162.00 100.000 2,300 138 CLEAN EXPANSION JOINT LF 25.0000 12,500.00 0.000 0 139 RAPID SETTING CONCRETE PATCH CF 300.0000 1,500.00 4.500 1,350 140 INJECT CRACK (EPOXY) LF 50.0000 5,000.00 0.000 0 141 FURNISH PRECAST PRESTRESSED CONCRETE EA 23,000.0000 138,000.00 6.000 138,000 GIRDER (80'-90') 142 ERECT PRECAST PRESTRESSED CONCRETE EA 2,500.0000 15,000.00 6.000 15,000 GIRDER 143 CORE CONCRETE (1") LF 75.0000 2,550.00 30.000 2,250 144 SOUND WALL (PRECAST CONCRETE PANEL) SQFT 30.0000 139,500.00 4,650.000 139,500 145 JOINT SEAL (MR 1/2") LF 70.0000 6,160.00 0.000 0 146 JOINT SEAL (ASPHALTIC PLUG) LF 25.0000 14,375.00 0.000 0 (F) 147 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 357,075.00 357,075.000 357,075 (F) 148 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 737,584.00 747,674.000 747,674 (F) 149 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 26,820.00 26,820.000 26,820 (F) 150 SHOTCRETE CY 495.0000 457,380.00 924.000 457,380 (F) 151 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 7.0000 11,900.00 1,700.000 11,900 (F) WITH WALKWAY) 152 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 3.0000 5,100.00 0.000 0 (F) WITH WALKWAY) 153 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 647,800.00 161,950.000 647,800 (F) 154 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 32,390.00 141,510.000 28,302 (F) 155 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 13.0000 24,440.00 1,476.070 19,188 156 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 9,750.00 0.000 0 (0.063"-UNFRAMED) 157 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 1,700.00 0.000 0 (0.080"-FRAMED) PROGRAM CAS145 PAGE 7 DATE 08/25/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908C4 TIME 03:45 PM ESTIMATE NO. 031 BID OPENING 09/19/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 08/25/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 900.0000 216,000.00 200.000 180,000 (SIGN FOUNDATION) 159 METAL (BARRIER MOUNTED SIGN) LB 15.0000 4,830.00 0.000 0 (F) 160 ROADSIDE SIGN - ONE POST EA 225.0000 5,850.00 0.000 0 161 ROADSIDE SIGN - TWO POST EA 475.0000 1,900.00 0.000 0 162 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 750.00 0.000 0 METHOD) 163 INSTALL ROADSIDE SIGN PANEL ON EA 150.0000 3,000.00 0.000 0 EXISTING POST 164 PREPARE AND PAINT POST MILE MARKING ON SQYD 100.0000 900.00 0.000 0 CONCRETE BARRIER 165 12" ALTERNATIVE PIPE CULVERT LF 600.0000 1,800.00 3.000 1,800 166 18" ALTERNATIVE PIPE CULVERT LF 50.0000 163,000.00 233.300 11,665.00 3,462.000 173,100 167 24" ALTERNATIVE PIPE CULVERT LF 75.0000 626,250.00 8.000 600.00 8,670.200 650,265 168 36" ALTERNATIVE PIPE CULVERT LF 125.0000 2,500.00 22.000 2,750 169 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 10.0000 1,700.00 163.000 1,630 170 GRATED LINE DRAIN LF 120.0000 284,400.00 700.000 84,000 171 12" WELDED STEEL PIPE (.134" THICK) LF 280.0000 8,120.00 37.000 10,360 172 18" ALTERNATIVE FLARED END SECTION EA 150.0000 1,500.00 10.000 1,500 173 24" ALTERNATIVE FLARED END SECTION EA 200.0000 1,600.00 10.000 2,000 174 ROCK SLOPE PROTECTION CY 300.0000 4,500.00 15.000 4,500 (1/4 T, METHOD B) (CY) 175 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 170.0000 39,100.00 266.800 45,356 (CY) 176 CONCRETED-ROCK SLOPE PROTECTION CY 300.0000 7,500.00 69.000 20,700 (1/4 T, METHOD A) (CY) 177 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.0000 570.00 717.400 717 178 MINOR CONCRETE (GUTTER) (LF) LF 25.0000 125,575.00 8.000 200.00 5,039.000 125,975 179 MINOR CONCRETE (MISCELLANEOUS CY 440.0000 114,400.00 43.000 18,920.00 284.500 125,180 CONSTRUCTION) 180 MINOR CONCRETE (TEXTURED PAVING) SQFT 7.0000 223,300.00 10,675.000 74,725.00 10,675.000 74,725 181 MISCELLANEOUS IRON AND STEEL LB 1.0000 36,830.00 652.000 652.00 37,826.000 37,826 (F) 182 MISCELLANEOUS METAL (BRIDGE) LB 7.0000 18,445.00 2,635.000 18,445 (F) 183 BRIDGE DECK DRAINAGE SYSTEM LB 7.0000 15,246.00 2,178.000 15,246 (F) 184 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 10.0000 59,490.00 5,023.000 50,230 (F) PROGRAM CAS145 PAGE 8 DATE 08/25/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908C4 TIME 03:45 PM ESTIMATE NO. 031 BID OPENING 09/19/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 08/25/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 CHAIN LINK FENCE (TYPE CL-6) LF 12.0000 36,000.00 3,965.000 47,580 186 5' CHAIN LINK GATE (TYPE CL-6) EA 750.0000 1,500.00 4.000 3,000 187 DELINEATOR (CLASS 1) EA 30.0000 7,500.00 0.000 0 188 GUARD RAILING DELINEATOR EA 20.0000 3,200.00 0.000 0 189 OBJECT MARKER (TYPE K-1) EA 30.0000 60.00 0.000 0 190 METAL BEAM GUARD RAILING (WOOD POST) LF 22.0000 16,060.00 539.000 11,858.00 976.000 21,472 191 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 181,800.00 283.310 16,998.60 283.310 16,998 192 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 25.0000 81,000.00 815.000 20,375.00 3,240.000 81,000 193 TRANSITION RAILING (TYPE STB) EA 2,500.0000 5,000.00 2.000 5,000 194 TRANSITION RAILING (TYPE WB) EA 2,600.0000 62,400.00 12.000 31,200.00 12.000 31,200 195 TERMINAL SYSTEM (TYPE CAT) EA 4,500.0000 4,500.00 1.000 4,500.00 1.000 4,500 196 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 100.0000 100.00 1.000 100.00 1.000 100 197 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 6,400.00 2.000 1,600.00 3.000 2,400 198 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 5,000.00 0.000 0 199 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 55,000.00 17.000 37,400.00 18.000 39,600 200 CRASH CUSHION, SAND FILLED EA 2,750.0000 2,750.00 0.000 0 201 CRASH CUSHION (ADIEM) EA 18,000.0000 36,000.00 0.000 0 202 CONCRETE BARRIER (TYPE 60) LF 44.0000 43,120.00 34.000 1,496.00 980.000 43,120 203 CONCRETE BARRIER (TYPE 60C) LF 88.0000 1,716,000.00 12.000 1,056.00 19,524.000 1,718,112 204 CONCRETE BARRIER (TYPE 60D) LF 36.0000 180,828.00 5,023.000 180,828 (F) 205 CONCRETE BARRIER (TYPE 60E) LF 280.0000 86,800.00 403.000 112,840 206 CONCRETE BARRIER (TYPE 60R MODIFIED) LF 470.0000 126,900.00 270.000 126,900 207 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 100.0000 55,700.00 557.000 55,700 (F) 208 CONCRETE BARRIER (TYPE 60E MODIFIED) LF 50.0000 600.00 6.000 300 209 CONCRETE BARRIER (TYPE 732) LF 115.0000 15,640.00 136.000 15,640 (F) 210 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 90.0000 474,210.00 5,269.000 474,210 (F) 211 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 190.0000 127,300.00 640.033 121,606 PROGRAM CAS145 PAGE 9 DATE 08/25/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908C4 TIME 03:45 PM ESTIMATE NO. 031 BID OPENING 09/19/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 08/25/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 CONCRETE BARRIER (TYPE 736B) LF 175.0000 9,800.00 56.000 9,800 213 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 48,400.00 0.000 0 214 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 18,300.00 0.000 0 215 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 9,270.00 0.000 0 (BROKEN 12-3) 216 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 12,480.00 0.000 0 217 4" THERMOPLASTIC TRAFFIC STRIPE (BROKEN) LF 0.2500 39,500.00 0.000 0 218 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 25,800.00 0.000 0 219 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 21,490.00 0.000 0 220 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 SYSTEM ELEMENTS DURING CONSTRUCTION 221 LIGHTING AND SIGN ILLUMINATION LS 450,000.0000 450,000.00 0.934 420,300 222 LIGHTING AND SIGN ILLUMINATION LS 180,000.0000 180,000.00 0.984 177,120 (STAGE CONSTRUCTION) 223 EXTINGUISHABLE MESSAGE SIGN SYSTEM LS 60,000.0000 60,000.00 0.000 0 224 RELOCATE EXTINGUISHABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.250 6,250 225 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) LS 25,000.0000 25,000.00 0.000 0 226 RELOCATE MODEL 500 CHANGEABLE MESSAGE LS 90,000.0000 90,000.00 0.360 32,400 SIGN SYSTEM 227 MODIFY WIRELESS MAGNETOMETER VEHICLE LS 20,000.0000 20,000.00 0.016 320 DETECTION STATION (LOCATION 1) 228 MODIFY WIRELESS MAGNETOMETER VEHICLE LS 20,000.0000 20,000.00 0.000 0 DETECTION STATION (LOCATION 2) 229 MODIFY WIRELESS MAGNETOMETER VEHICLE LS 20,000.0000 20,000.00 0.000 0 DETECTION STATION (LOCATION 3) 230 MODIFY WIRELESS MAGNETOMETER VEHICLE LS 20,000.0000 20,000.00 0.000 0 DETECTION STATION (LOCATION 4) 231 MODIFY WIRELESS MAGNETOMETER VEHICLE LS 20,000.0000 20,000.00 0.000 0 DETECTION STATION (LOCATION 5) 232 MODIFY WIRELESS MAGNETOMETER VEHICLE LS 20,000.0000 20,000.00 0.000 0 DETECTION STATION (LOCATION 6) 233 MODIFY WIRELESS MAGNETOMETER VEHICLE LS 30,000.0000 30,000.00 0.000 0 DETECTION STATION (LOCATION 7) 234 EMERGENCY VEHICLE DETECTOR SYSTEM LS 2,500.0000 2,500.00 0.000 0 MODIFICATION (LOCATION 1) 235 EMERGENCY VEHICLE DETECTOR SYSTEM LS 2,500.0000 2,500.00 0.000 0 MODIFICATION (LOCATION 2) 236 EMERGENCY VEHICLE DETECTOR SYSTEM LS 1,500.0000 1,500.00 0.000 0 MODIFICATION (LOCATION 3) 237 TRAFFIC MONITORING STATION (LOCATION 1) LS 30,000.0000 30,000.00 0.650 19,500 238 TRAFFIC MONITORING STATION (LOCATION 2) LS 30,000.0000 30,000.00 0.650 19,500 PROGRAM CAS145 PAGE 10 DATE 08/25/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908C4 TIME 03:45 PM ESTIMATE NO. 031 BID OPENING 09/19/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 08/25/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 TRAFFIC MONITORING STATION (LOCATION 3) LS 40,000.0000 40,000.00 0.500 20,000 240 TRAFFIC MONITORING STATION (LOCATION 4) LS 30,000.0000 30,000.00 0.900 27,000 241 TRAFFIC MONITORING STATION (LOCATION 5) LS 20,000.0000 20,000.00 0.900 18,000 242 TRAFFIC MONITORING STATION (LOCATION 6) LS 80,000.0000 80,000.00 0.900 72,000 243 TRAFFIC MONITORING STATION (LOCATION 7) LS 20,000.0000 20,000.00 0.500 10,000 244 TRAFFIC MONITORING STATION (LOCATION 8) LS 20,000.0000 20,000.00 0.510 10,200 245 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.525 26,250 (LOCATION 1) 246 CLOSED CIRCUIT TELEVISION SYSTEM LS 110,000.0000 110,000.00 0.370 40,700 (LOCATION 2) 247 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.370 18,500 (LOCATION 3) 248 CLOSED CIRCUIT TELEVISION SYSTEM LS 70,000.0000 70,000.00 0.260 18,200 (LOCATION 4) 249 CCTV (PTZ) CAMERA UNIT EA 8,500.0000 34,000.00 0.000 0 250 CAMERA CONTROL UNIT EA 5,000.0000 20,000.00 0.000 0 251 VIDEO ENCODER UNIT EA 6,000.0000 24,000.00 0.000 0 252 RAMP METERING SYSTEM LS 150,000.0000 150,000.00 0.581 87,150 (STAGE CONSTRUCTION) 253 RAMP METERING SYSTEM (LOCATION 1) LS 30,000.0000 30,000.00 0.750 22,500 254 RAMP METERING SYSTEM (LOCATION 2) LS 20,000.0000 20,000.00 0.250 5,000 255 RAMP METERING SYSTEM (LOCATION 3) LS 70,000.0000 70,000.00 0.161 11,270 256 RAMP METERING SYSTEM (LOCATION 4) LS 50,000.0000 50,000.00 0.092 4,600.00 0.850 42,500 257 RAMP METERING SYSTEM (LOCATION 5) LS 100,000.0000 100,000.00 0.454 45,400 258 RAMP METERING SYSTEM (LOCATION 6) LS 50,000.0000 50,000.00 0.455 22,750 259 RAMP METERING SYSTEM (LOCATION 7) LS 100,000.0000 100,000.00 0.007 700 260 RAMP METERING SYSTEM (LOCATION 8) LS 70,000.0000 70,000.00 0.806 56,420 261 RAMP METERING SYSTEM (LOCATION 9) LS 50,000.0000 50,000.00 0.951 47,550 262 RAMP METERING SYSTEM (LOCATION 10) LS 50,000.0000 50,000.00 0.950 47,500 263 HIGH SPEED WEIGH IN MOTION COMPLIANCE LS 90,000.0000 90,000.00 0.239 21,510 SYSTEM 264 SLOW WEIGH-IN-MOTION SYSTEM LS 400,000.0000 400,000.00 0.981 392,400 265 SIGNAL AND LIGHTING (LOCATION 1) LS 40,000.0000 40,000.00 0.200 8,000.00 0.410 16,400 PROGRAM CAS145 PAGE 11 DATE 08/25/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908C4 TIME 03:45 PM ESTIMATE NO. 031 BID OPENING 09/19/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 08/25/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 SIGNAL AND LIGHTING (LOCATION 2) LS 20,000.0000 20,000.00 0.230 4,600 267 SIGNAL AND LIGHTING (LOCATION 3) LS 15,000.0000 15,000.00 0.600 9,000.00 0.600 9,000 268 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 269 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) CY 50.0000 130,500.00 2,510.000 125,500 PROGRAM CAS145 PAGE 12 DATE 08/25/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2908C4 TIME 03:45 PM ESTIMATE NO. 031 BID OPENING 09/19/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: DIKE, EDDIE DATE OF THIS ESTIMATE 08/25/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,984,156.76 40,966,710.22 ADJUSTMENT OF COMPENSATION -38,974.50 1,043,809.39 EXTRA WORK 60,461.89 14,356,220.80 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,005,644.15 56,366,740.41 270 MOBILIZATION LS 4,500,000.0000 4,500,000.00 1.000 4,500,000 ORIGINAL CONTRACT AMOUNT 53,101,566.00 TOTAL WORK COMPLETED 4,005,644.15 60,866,740.41 MATERIALS ON HAND ON SITE 48,864.70 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 4,005,644.15 60,905,605.11 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 12/20/12 520 04/15/13 04/15/13 02/22/16 473 77 112 0 87% 75% PROGRESS IS SATISFACTORY DIKE, EDDIE RESIDENT ENGINEER PROGRAM CAS145 DATE 08/25/15