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 07/24/17 EST. NO. 056 TIME 03:06 PM R.E. NAME: TROY SCHEIBER 10-3A1004 --------------------------------------------------------------------------- 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 0751 511.70 E.W. @ F.A.(+) 052217 N 2632.0 0752 634.26 060217 N 2636.0 012 0019 46,680.74 A.C. @ U.P.(+) 071017 N 12R190 013 0026-3 121,379.03 A.C. @ U.P.(-) 063016 N 0026 0 DAO CORRECTING ENTRY 0026-4 -85,161.35 063016 N 0026 0 DAO CORRECTING ENTRY 017 0002 12,310.00 A.C. @ L.S.(+) 072117 N 1 0 076 0045 3,034.71 E.W. @ F.A.(+) 022416 N 2139.1 0046 8,507.68 022416 N 1794.1 081 0007 5,681.12 A.C. @ L.S.(+) 072117 N 1 0 089 0048 43,129.47 A.C. @ L.S.(+) 072117 N 1 0 138 0002 50,345.00 A.C. @ L.S.(+) 071617 N 2 0 150 0001 35,357.90 A.C. @ L.S.(+) 071817 N 1 0 156 0001 17,375.00 A.C. @ L.S.(+) 072017 N 1 0 157 0001 1,924.05 A.C. @ L.S.(+) 072017 N 1 0 261,709.31 TOTAL THIS ESTIMATE 14,373,901.47 TOTAL PREVIOUS ESTIMATE 14,635,610.78 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 07/24/17 EST. NO. 056 TIME 03:06 PM R.E. NAME: TROY SCHEIBER 10-3A1004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE POLE INSPRCTION -5,000.00 015 COZEEP DEDUCTION -741.61 016 LATE LANE CLOSURE -20,000.00 020 LATE CLOSURE PICK UP -2,700.00 022 PERFORMANCE FAILURE -374,776.18 027 OUT OF STATE TESTING -49,029.84 028 RETURN PERF. DED. 374,776.18 028 LATE LANE CLOSURE -2,700.00 029 LATE LANE CLOSURE -2,700.00 033 SITE BMP DEDUCTION -72,600.00 033 SITE BMP DEDCUTION 72,600.00 034 K-RAIL REPAIR -100,000.00 035 K-RAIL REPAIR EST 35 100,000.00 044 DAMAGED SIG REPAIR -291.50 045 LATE LANE CLOSE 8/23 -2,700.00 045 SWPPP HOLD -500,000.00 045 SWPPP HOLD 300,000.00 046 SWPPP HOLD 200,000.00 047 BNSF FLAGGER -7,614.20 056 INSPECTION OH SIGNS -5,000.00 056 -12,614.20 -98,477.15 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 004 MISSING PAYROLLS -10,000.00 006 MISSING PAYROLLS -10,000.00 007 MISSING PAYROLLS -10,000.00 008 MISSING PAYROLLS -10,000.00 009 MISSING PAYROLLS -10,000.00 010 MISSING PAYROLLS -10,000.00 011 MISSING PAYROLLS -10,000.00 012 MISSING PAYROLLS -10,000.00 013 MISSING PAYROLLS -5,000.00 014 MISSING PAYROLSS -10,000.00 016 REC'ED PAYROLLS #12 10,000.00 016 MISSING PAYROLLS -10,000.00 022 MISSING PAYROLLS -5,000.00 026 REC'ED #4 10,000.00 026 MISSING PAYROLLS -5,000.00 027 REC'ED PAYROLLS 20,000.00 030 MISSING PAYROLLS -10,000.00 032 REL# 8,10,11,14,16 45,000.00 032 MISSING PAYROLLS -10,000.00 033 MISSING PAYROLLS -10,000.00 034 MISSING PAYROLLS -5,000.00 036 MISS PAYROLLS -10,000.00 041 MISSING PAYROLSS -10,000.00 043 MISS PAYROLLS -10,000.00 044 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 07/24/17 EST. NO. 056 TIME 03:06 PM R.E. NAME: TROY SCHEIBER 10-3A1004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- MISSING PAYROLLS -10,000.00 047 REC'D EST 13 10,000.00 047 REC'D EST 22 10,000.00 047 REC'D PAYROLLS 10,000.00 049 MISSING PAYROLLS -10,000.00 050 MISSING PAYROLLS -10,000.00 051 REC'D PAYROLLS EST26 5,000.00 051 REC'D PAYROLLS EST27 5,000.00 051 MISSING PAYROLLS -10,000.00 052 MISSING PAYROLLS -10,000.00 053 MISSING PAYROLLS -10,000.00 055 MISSING PAYROLLS -10,000.00 056 -10,000.00 -135,000.00 TOTAL DEDUCTIONS -22,614.20 -233,477.15 PROGRAM CAS145 PAGE 1 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A1004 TIME 03:06 PM ESTIMATE NO. 056 BID OPENING 09/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 07/24/17 LOCATION RERUN PROGRESS ESTIMATE 10-SJ-4-R19.5/R20.1 ----------------------- 10-SJ-99-15.0/18.6 MYERS AND SONS CONSTRUCTION LP IN SAN JOAQUIN COUNTY, IN AND NEAR 4600 NORTHGATE BLVD., STE 100 STOCKTON, ON RTE 4 FROM ADELBERT SACRAMENTO, CA 95834 AVE TO 0.1 MI W OF GOLDEN GATE AVE OC, AND ON RTE 99 FROM 0.4 MI N OF THE ARCH RD UC TO 0.1 MI S OF RTE 4 FED. AID NO. N O N E WIDEN TO 6 LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 15,000.0000 15,000.00 0.800 12,000 002 TEMPORARY FENCE (TYPE CL-6, SLATTED) LF 15.0000 48,450.00 4,538.000 68,070 003 TEMPORARY FENCE (TYPE CL-8, SLATTED) LF 20.0000 15,200.00 655.000 13,100 004 TEMPORARY FENCE (TYPE ESA) LF 3.0000 4,530.00 1,242.000 3,726 005 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.978 48,900 006 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000 PREVENTION PLAN 007 TEMPORARY FIBER ROLL LF 2.5000 141,500.00 125.000 312.50 36,844.000 92,110 008 TEMPORARY SILT FENCE LF 2.5000 163,750.00 23,509.000 58,772 009 TEMPORARY CONCRETE WASHOUT FACILITY EA 800.0000 64,800.00 36.000 28,800 010 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 44,000.00 16.500 66,000 011 TEMPORARY CHECK DAM LF 4.5000 20,565.00 781.000 3,514 012 TEMPORARY DRAINAGE INLET PROTECTION EA 75.0000 24,000.00 145.000 10,875 013 TEMPORARY HYDRAULIC MULCH SQYD 0.7500 216,000.00 221,981.480 166,486 (BONDED FIBER MATRIX) 014 STREET SWEEPING LS 50,000.0000 50,000.00 0.978 48,900 015 RAIN EVENT ACTION PLAN EA 500.0000 70,000.00 1.000 500.00 36.000 18,000 016 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 4.000 8,000 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 17,500.00 23.000 11,500 018 TEMPORARY CLEAR WATER DIVERSION SYSTEM LS 30,000.0000 30,000.00 1.000 30,000 019 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 1,430,000.00 840.000 1,680,000 020 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.800 36,000 021 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.978 391,200 022 TYPE III BARRICADE EA 65.0000 9,750.00 101.000 6,565 PROGRAM CAS145 PAGE 2 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A1004 TIME 03:06 PM ESTIMATE NO. 056 BID OPENING 09/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 24,400.00 377.000 15,080 024 TRAFFIC PLASTIC DRUM EA 65.0000 1,430.00 37.000 2,405 025 PORTABLE CHANGEABLE MESSAGE SIGN LS 100,000.0000 100,000.00 0.978 97,800 026 TEMPORARY RAILING (TYPE K) LF 6.0000 660,000.00 85,530.000 513,180 027 TEMPORARY CRASH CUSHION MODULE EA 180.0000 120,600.00 608.000 109,440 028 TEMPORARY CRASH CUSHION EA 4,500.0000 36,000.00 38.000 171,000 (ALTERNATIVE TERMINAL SYSTEM) 029 TEMPORARY TRAFFIC SCREEN LF 1.0000 95,100.00 20,980.000 20,980 030 ABANDON CULVERT LF 9.0000 176,400.00 15,463.300 139,169 031 ABANDON INLET EA 1,000.0000 2,000.00 2.000 2,000 032 DESTROY WELL LS 10,000.0000 10,000.00 1.000 10,000 033 REMOVE FENCE LF 1.5000 60,750.00 35,534.000 53,301 034 REMOVE THRIE BEAM BARRIER LF 7.0000 177,800.00 25,231.000 176,617 035 REMOVE METAL BEAM GUARD RAILING LF 5.0000 37,350.00 7,971.500 39,857 036 REMOVE FLARED END SECTION EA 150.0000 2,550.00 11.000 1,650 037 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.5000 41,700.00 9,159.000 13,738 STRIPE 038 REMOVE PAINTED TRAFFIC STRIPE LF 0.7500 153,000.00 12,728.000 9,546.00 72,766.000 54,574 039 REMOVE PAINTED PAVEMENT MARKING SQFT 3.0000 450.00 0.000 0 040 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 13,650.00 40,374.000 30,280 041 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 180.00 0.000 0 042 REMOVE PAVEMENT MARKER EA 1.0000 7,000.00 6,059.000 6,059 043 REMOVE ROADSIDE SIGN EA 75.0000 15,000.00 162.000 12,150 044 REMOVE ROADSIDE SIGN PANEL EA 100.0000 400.00 5.000 500 045 REMOVE SIGN STRUCTURE EA 2,000.0000 10,000.00 5.000 10,000 046 REMOVE BRIDGE MOUNTED SIGN EA 2,000.0000 18,000.00 9.000 18,000 047 REMOVE INLET EA 350.0000 32,200.00 91.000 31,850 048 REMOVE HEADWALL EA 600.0000 18,000.00 30.000 18,000 049 REMOVE MANHOLE EA 1,000.0000 1,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A1004 TIME 03:06 PM ESTIMATE NO. 056 BID OPENING 09/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE ASPHALT CONCRETE SURFACING SQFT 5.0000 8,960.00 1,792.000 8,960 051 REMOVE BASE AND SURFACING CY 17.0000 21,080.00 1,262.500 21,462 052 RECONSTRUCT METAL BEAM GUARD RAILING LF 20.0000 1,200.00 50.000 1,000 053 RESET MAILBOX EA 350.0000 16,450.00 1.000 350.00 51.000 17,850 054 RESET ROADSIDE SIGN EA 175.0000 1,050.00 2.000 350.00 8.000 1,400 055 RELOCATE ROADSIDE SIGN EA 175.0000 8,925.00 3.000 525.00 46.000 8,050 056 ADJUST FRAME AND COVER TO GRADE EA 600.0000 15,000.00 -1.000 -600.00 29.000 17,400 057 RAISE SEWER MAINTENANCE MANHOLE TO GRADE EA 2,600.0000 2,600.00 5.000 13,000 058 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.1200 128,800.00 115,577.030 129,446 059 REMOVE CONCRETE (STRUCTURE) CY 25.0000 2,750.00 104.000 2,600 060 REMOVE CONCRETE CURB LF 10.0000 3,300.00 289.600 2,896 061 REMOVE CONCRETE SIDEWALK LF 10.0000 3,300.00 289.600 2,896 062 REMOVE CONCRETE BARRIER LF 40.0000 277,200.00 6,930.000 277,200 063 REMOVE UNSOUND CONCRETE CF 25.0000 675.00 2.000 50 064 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2500 3,373.25 25,825.500 6,456 065 CAP INLET EA 1,000.0000 14,000.00 12.000 12,000 066 REMOVE BOX CULVERT CY 225.0000 10,350.00 46.040 10,359 067 REMOVE CRASH CUSHION (SAND FILLED) EA 500.0000 500.00 1.000 500 068 BRIDGE REMOVAL, LOCATION A LS 115,000.0000 115,000.00 1.000 115,000 069 BRIDGE REMOVAL, LOCATION B LS 150,000.0000 150,000.00 1.000 150,000 070 BRIDGE REMOVAL, LOCATION C LS 35,000.0000 35,000.00 1.000 35,000 071 BRIDGE REMOVAL, LOCATION D LS 120,000.0000 120,000.00 1.000 120,000 072 BRIDGE REMOVAL, LOCATION E LS 175,000.0000 175,000.00 1.000 175,000 073 BRIDGE REMOVAL, LOCATION F LS 100,000.0000 100,000.00 1.000 100,000 074 BRIDGE REMOVAL, LOCATION G LS 100,000.0000 100,000.00 1.000 100,000 075 BRIDGE REMOVAL (PORTION), LOCATION H LS 40,000.0000 40,000.00 1.000 40,000 076 BRIDGE REMOVAL (PORTION), LOCATION I LS 40,000.0000 40,000.00 1.000 40,000 PROGRAM CAS145 PAGE 4 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A1004 TIME 03:06 PM ESTIMATE NO. 056 BID OPENING 09/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BRIDGE REMOVAL (PORTION), LOCATION J LS 15,000.0000 15,000.00 1.000 15,000 078 BRIDGE REMOVAL (PORTION), LOCATION K LS 10,000.0000 10,000.00 1.000 10,000 079 BRIDGE REMOVAL (PORTION), LOCATION L LS 10,000.0000 10,000.00 1.000 10,000 080 BRIDGE REMOVAL (PORTION), LOCATION M LS 10,000.0000 10,000.00 1.000 10,000 081 BRIDGE REMOVAL (PORTION), LS 6,500.0000 6,500.00 1.000 6,500 LOCATION N 082 BRIDGE REMOVAL (PORTION), LS 20,000.0000 20,000.00 1.000 20,000 LOCATION O 083 BRIDGE REMOVAL (PORTION), LS 25,000.0000 25,000.00 1.000 25,000 LOCATION P 084 CLEARING AND GRUBBING LS 400,000.0000 400,000.00 1.000 400,000 085 ROADWAY EXCAVATION CY 6.5000 3,945,500.00 606,828.770 3,944,387 086 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 087 SHOULDER BACKING TON 32.0000 16,640.00 415.000 13,280 088 STRUCTURE EXCAVATION (BRIDGE) CY 25.0000 259,250.00 10,485.000 262,125 (F) 089 STRUCTURE EXCAVATION (TYPE D) CY 40.0000 17,600.00 440.000 17,600 (F) 090 STRUCTURE EXCAVATION (PUMPING PLANT) CY 29.0000 156,165.00 5,385.000 156,165 (F) 091 STRUCTURE BACKFILL (PUMPING PLANT) CY 65.0000 184,730.00 2,842.000 184,730 (F) 092 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 120,270.00 2,857.800 85,734 (F) 093 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 30.0000 4,110.00 137.000 4,110 (F) 094 STRUCTURE BACKFILL (BRIDGE) CY 60.0000 430,980.00 7,284.000 437,040 (F) 095 STRUCTURE BACKFILL (RETAINING WALL) CY 60.0000 141,300.00 1,664.210 99,852 (F) 096 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 30.0000 1,470.00 49.000 1,470 (F) 097 PERVIOUS BACKFILL MATERIAL CY 100.0000 11,500.00 122.000 12,200 (F) 098 PERVIOUS BACKFILL MATERIAL (RETAINING CY 50.0000 6,700.00 167.000 8,350 (F) WALL) 099 SAND BACKFILL CY 60.0000 111,000.00 1,818.150 109,089 100 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 200.0000 38,000.00 190.000 38,000 (F) 101 LEAN CONCRETE BACKFILL CY 200.0000 31,800.00 159.000 31,800 (F) 102 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 11,250.00 1.000 750.00 13.000 9,750 103 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 3,500.0000 287,000.00 4.600 16,100.00 48.006 168,021 PROGRAM CAS145 PAGE 5 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A1004 TIME 03:06 PM ESTIMATE NO. 056 BID OPENING 09/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 8" CORRUGATED HIGH DENSITY LF 35.0000 3,115.00 112.000 3,920 POLYETHYLENE PIPE CONDUIT 105 12" CORRUGATED HIGH DENSITY LF 37.0000 29,600.00 822.000 30,414 POLYETHYLENE PIPE CONDUIT 106 12" WELDED STEEL PIPE CONDUIT LF 290.0000 156,600.00 490.000 142,100 (.250" THICK) 107 CLASS 2 AGGREGATE BASE CY 12.0000 1,620,000.00 183,766.030 2,205,192 108 HOT MIX ASPHALT TON 81.0000 20,493,000.00 -2,540.000 -205,740.00 149,862.800 12,138,886 109 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 100.0000 3,670,000.00 33,502.750 3,350,275 110 RUMBLE STRIP STA 20.0000 12,600.00 595.550 11,911 111 DATA CORE LS 5,000.0000 5,000.00 1.000 5,000 112 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.5000 1,050.00 404.000 1,010 113 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.5000 1,250.00 522.000 1,305 114 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.5000 39,250.00 19,867.500 49,668 115 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.5000 10,025.00 4,311.000 10,777 116 PLACE HOT MIX ASPHALT SQYD 15.0000 69,750.00 7,524.850 112,872 (MISCELLANEOUS AREA) 117 TACK COAT TON 800.0000 352,000.00 317.920 254,336 118 CONCRETE PAVEMENT (EQUIPMENT CROSSING) CY 250.0000 12,500.00 42.000 10,500 119 STEEL SOLDIER PILE LF 145.0000 269,120.00 1,856.000 269,120 (HP 14 X 117) 120 FURNISH STEEL PILING (HP 10 X 42) LF 22.0000 117,656.00 5,604.000 123,288 121 DRIVE STEEL PILE (HP 10 X 42) EA 775.0000 79,050.00 91.000 70,525 122 FURNISH STEEL PILING (HP 10 X 57) LF 30.0000 355,470.00 12,057.600 361,728 123 DRIVE STEEL PILE (HP 10 X 57) EA 575.0000 107,525.00 187.000 107,525 124 FURNISH STEEL PILING (HP 14 X 89) LF 45.0000 1,703,790.00 37,783.000 1,700,235 125 DRIVE STEEL PILE (HP 14 X 89) EA 510.0000 295,800.00 580.000 295,800 126 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 55.0000 712,910.00 7,458.750 410,231 127 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 105.0000 588,630.00 5,606.000 588,630 128 FURNISH PILING (CLASS 90) LF 35.0000 16,800.00 489.000 17,115 (ALTERNATIVE Y) 129 DRIVE PILE (CLASS 90) EA 2,350.0000 28,200.00 12.000 28,200 (ALTERNATIVE Y) 130 FURNISH 15" PRECAST PRESTRESSED CONCRETE LF 50.0000 33,000.00 1,926.000 96,300 PILING PROGRAM CAS145 PAGE 6 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A1004 TIME 03:06 PM ESTIMATE NO. 056 BID OPENING 09/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH PILING (CLASS 140) LF 45.0000 75,195.00 497.900 22,405 132 DRIVE PILE (CLASS 140) EA 1,350.0000 45,900.00 13.000 17,550 133 DRIVE 15" PRECAST PRESTRESSED CONCRETE EA 1,200.0000 14,400.00 32.000 38,400 PILE 134 FURNISH 16" CAST-IN-STEEL SHELL LF 80.0000 95,360.00 1,192.000 95,360 CONCRETE PILING 135 DRIVE 16" CAST-IN-STEEL SHELL CONCRETE EA 4,250.0000 110,500.00 26.000 110,500 PILE 136 30" DRILLED HOLE LF 55.0000 102,905.00 1,871.000 102,905 137 16" CAST-IN-DRILLED-HOLE CONCRETE LF 55.0000 588,500.00 10,754.300 591,486 PILING (BARRIER) 138 PRESTRESSING CAST-IN-PLACE CONCRETE LS 700,000.0000 700,000.00 1.000 700,000 139 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 205.0000 468,835.00 2,286.320 468,695 (F) 140 STRUCTURAL CONCRETE, BRIDGE CY 475.0000 5,983,575.00 12,601.500 5,985,712 (F) 141 STRUCTURAL CONCRETE, RETAINING WALL CY 375.0000 547,500.00 1,475.000 553,125 (F) 142 STRUCTURAL CONCRETE, SOUND WALL CY 600.0000 192,000.00 329.100 197,460 143 STRUCTURE CONCRETE (PUMPING PLANT) CY 600.0000 485,400.00 809.000 485,400 (F) 144 STRUCTURAL CONCRETE, APPROACH SLAB CY 850.0000 47,600.00 56.000 47,600 (F) 145 STRUCTURAL CONCRETE, APPROACH SLAB CY 625.0000 519,375.00 831.000 519,375 (F) (TYPE N) 146 STRUCTURAL CONCRETE, BOX CULVERT CY 800.0000 132,800.00 144.400 115,520 (F) 147 MINOR CONCRETE (MINOR STRUCTURE) CY 975.0000 623,025.00 616.390 600,980 (F) 148 ARCHITECTURAL TEXTURE (SPLIT FACE) SQFT 5.0000 146,755.00 16,215.300 81,076 149 ARCHITECTURAL TEXTURE (RIVER ROCK) SQFT 8.0000 91,432.00 514.000 4,112 150 DRILL AND BOND DOWEL LF 15.0000 13,050.00 781.000 11,715 151 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 50.0000 2,100.00 30.000 1,500 152 RAPID SETTING CONCRETE PATCH CF 85.0000 2,295.00 2.000 170 153 REPAIR SPALLED SURFACE AREA SQFT 75.0000 7,650.00 265.000 19,875 154 FURNISH POLYESTER CONCRETE OVERLAY CF 95.0000 64,220.00 2,174.100 206,539 155 PLACE POLYESTER CONCRETE OVERLAY SQFT 1.7500 23,612.75 25,825.500 45,194 (F) 156 SOUND WALL (MASONRY BLOCK) SQFT 15.0000 1,356,930.00 78,493.700 1,177,405 157 JOINT SEAL (MR 1/2") LF 25.0000 2,300.00 92.000 2,300 PROGRAM CAS145 PAGE 7 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A1004 TIME 03:06 PM ESTIMATE NO. 056 BID OPENING 09/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 JOINT SEAL (MR 1") LF 30.0000 5,940.00 269.000 8,070 159 JOINT SEAL (MR 1 1/2") LF 55.0000 7,590.00 182.000 10,010 160 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 275.0000 56,375.00 205.000 56,375 161 JOINT SEAL ASSEMBLY (MR 4") LF 280.0000 64,680.00 244.000 68,320 162 JOINT SEAL (MR 2") LF 70.0000 18,970.00 145.000 10,150 163 JOINT SEAL (TYPE AL) LF 35.0000 12,215.00 349.000 12,215 164 BAR REINFORCING STEEL LB 1.0000 6,869.00 2,880.000 2,880 (F) 165 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 3,270,939.00 3,271,188.000 3,271,188 (F) 166 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2500 197,085.00 143,688.000 179,610 (F) 167 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 26,921.00 26,921.000 26,921 (F) 168 BAR REINFORCING STEEL (PUMPING PLANT) LB 1.0000 174,178.00 174,178.000 174,178 (F) 169 GALVANIC ANODE EA 500.0000 30,000.00 60.000 30,000 170 SHOTCRETE CY 550.0000 1,100.00 5.000 2,750 (F) 171 WATERPROOFING AND COVER SQFT 10.0000 196,130.00 19,613.000 196,130 (F) 172 PUBLIC SAFETY PLAN LS 1,000.0000 1,000.00 1.000 1,000 173 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.4500 3,554,663.40 2,451,492.000 3,554,663 (F) 174 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.3000 735,447.60 2,451,492.000 735,447 (F) 175 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 8.0000 99,200.00 12,400.000 99,200 (F) WITH WALKWAY) 176 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 2.0000 24,800.00 12,400.000 24,800 (F) WITH WALKWAY) 177 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 4.0000 118,800.00 29,700.000 118,800 (F) 178 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.5000 14,850.00 29,700.000 14,850 (F) 179 FURNISH SIGN STRUCTURE (TRUSS) LB 3.5000 414,050.00 118,300.000 414,050 (F) 180 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 23,660.00 118,300.000 23,660 (F) 181 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 20.0000 60,000.00 2,996.600 59,932 182 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 9,680.00 58.050 464.40 1,207.810 9,662 (0.063"-UNFRAMED) 183 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 7,020.00 736.000 6,624 (0.080"-UNFRAMED) 184 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 3,100.00 324.000 3,240 (0.063"-FRAMED) PROGRAM CAS145 PAGE 8 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A1004 TIME 03:06 PM ESTIMATE NO. 056 BID OPENING 09/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 9,790.00 853.300 9,386 (0.080"-FRAMED) 186 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 450.0000 35,100.00 78.000 35,100 (SIGN FOUNDATION) 187 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 750.0000 127,500.00 170.000 127,500 (SIGN FOUNDATION) 188 METAL (RAIL MOUNTED SIGN) LB 15.0000 1,800.00 0.000 0 189 ROADSIDE SIGN - ONE POST EA 200.0000 34,000.00 5.000 1,000.00 164.000 32,800 190 ROADSIDE SIGN - TWO POST EA 350.0000 9,100.00 1.000 350.00 27.000 9,450 191 INSTALL SIGN OVERLAY SQFT 25.0000 250.00 9.800 245 192 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 15.0000 3,900.00 260.000 3,900 193 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 400.00 1.000 200 EXISTING POST 194 TIMBER LAGGING MFBM 2,500.0000 50,000.00 20.000 50,000 (F) 195 CLEAN AND PAINT STEEL SOLDIER PILING LS 30,000.0000 30,000.00 1.000 30,000 196 CLEAN AND PAINT STRUCTURAL STEEL LS 325,000.0000 325,000.00 0.900 292,500 197 PREPARE AND STAIN CONCRETE SQFT 1.0000 11,521.00 514.000 514 198 12" ALTERNATIVE PIPE CULVERT LF 47.0000 107,630.00 2,230.000 104,810 199 18" ALTERNATIVE PIPE CULVERT LF 53.0000 159,530.00 3,775.900 200,122 200 24" ALTERNATIVE PIPE CULVERT LF 64.0000 2,009,600.00 30,779.300 1,969,875 201 36" ALTERNATIVE PIPE CULVERT LF 80.0000 129,600.00 1,635.000 130,800 202 12" REINFORCED CONCRETE PIPE LF 50.0000 3,700.00 76.000 3,800 203 18" REINFORCED CONCRETE PIPE LF 60.0000 31,800.00 569.000 34,140 204 24" REINFORCED CONCRETE PIPE LF 80.0000 57,600.00 451.000 36,080 205 JACKED 24" REINFORCED CONCRETE PIPE LF 439.0000 605,820.00 1,353.000 593,967 (CLASS III) 206 JACKED 36" REINFORCED CONCRETE PIPE LF 559.0000 402,480.00 720.000 402,480 (CLASS III) 207 24" CORRUGATED STEEL PIPE (.079" THICK) LF 70.0000 14,000.00 360.000 25,200 208 36" CORRUGATED STEEL PIPE (.079" THICK) LF 100.0000 1,400.00 14.000 1,400 209 48" CORRUGATED STEEL PIPE (.079" THICK) LF 120.0000 5,280.00 55.000 6,600 210 24" X 18" CORRUGATED STEEL PIPE ARCH LF 120.0000 7,080.00 301.000 36,120 (.079" THICK) 211 35" X 24" CORRUGATED STEEL PIPE ARCH LF 160.0000 7,680.00 192.000 30,720 (.079" THICK) PROGRAM CAS145 PAGE 9 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A1004 TIME 03:06 PM ESTIMATE NO. 056 BID OPENING 09/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 12" ENTRANCE TAPER EA 420.0000 1,260.00 3.000 1,260 213 18" ENTRANCE TAPER EA 430.0000 1,720.00 4.000 1,720 214 12" ANCHOR ASSEMBLY EA 500.0000 1,500.00 3.000 1,500 215 18" ANCHOR ASSEMBLY EA 560.0000 2,240.00 4.000 2,240 216 12" ALTERNATIVE PIPE DOWNDRAIN LF 55.0000 3,960.00 56.000 3,080 217 18" ALTERNATIVE PIPE DOWNDRAIN LF 65.0000 12,350.00 156.000 10,140 218 DRAINAGE INLET MARKER EA 25.0000 2,450.00 96.000 2,400 219 12" ALTERNATIVE FLARED END SECTION EA 200.0000 1,600.00 5.000 1,000 220 18" ALTERNATIVE FLARED END SECTION EA 250.0000 4,500.00 20.000 5,000 221 24" ALTERNATIVE FLARED END SECTION EA 320.0000 13,440.00 36.000 11,520 222 36" ALTERNATIVE FLARED END SECTION EA 400.0000 8,000.00 20.000 8,000 223 AUTOMATIC DRAINAGE GATE EA 1,500.0000 1,500.00 9.000 13,500 224 18" PRECAST CONCRETE PIPE INLET LF 80.0000 1,200.00 12.600 1,008 225 36" PRECAST CONCRETE PIPE INLET LF 90.0000 15,300.00 175.060 15,755 226 MANHOLE EA 2,900.0000 133,400.00 45.000 130,500 227 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 100.0000 7,300.00 70.620 7,062 228 ROCK SLOPE PROTECTION CY 100.0000 101,000.00 940.780 94,078 (NO. 2, METHOD B) 229 SLOPE PAVING (CONCRETE) CY 650.0000 196,950.00 272.000 176,800 (F) 230 SLOPE PAVING (RIVER ROCK) SQFT 10.0000 45,680.00 4,229.000 42,290 231 ROCK SLOPE PROTECTION FABRIC SQYD 1.0000 2,550.00 2,450.630 2,450 232 MINOR CONCRETE (MISCELLANEOUS CY 290.0000 1,290,500.00 4,629.740 1,342,624 CONSTRUCTION) 233 MINOR CONCRETE (GUTTER) LF 35.0000 13,230.00 1,125.000 39,375 (F) 234 MINOR CONCRETE (STAMPED CONCRETE) SQFT 9.0000 255,600.00 30,686.090 276,174 235 DRAINAGE PUMPING EQUIPMENT LS 500,000.0000 500,000.00 0.900 450,000 236 PUMPING PLANT ELECTRICAL EQUIPMENT LS 250,000.0000 250,000.00 0.950 237,500 237 MISCELLANEOUS IRON AND STEEL LB 2.0000 216,238.00 108,269.000 216,538 (F) 238 MISCELLANEOUS METAL (BRIDGE) LB 2.0000 423,738.00 210,929.800 421,859 (F) PROGRAM CAS145 PAGE 10 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A1004 TIME 03:06 PM ESTIMATE NO. 056 BID OPENING 09/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 BRIDGE DECK DRAINAGE SYSTEM LB 7.0000 36,183.00 5,169.000 36,183 (F) 240 CHAIN LINK FENCE (TYPE CL-6) LF 11.0000 257,400.00 17,765.200 195,417 241 PIPE FENCE LF 70.0000 49,000.00 522.000 36,540 242 CHAIN LINK FENCE (TYPE CL-6, SLATTED) LF 17.0000 54,060.00 11,694.000 198,798 243 10' CHAIN LINK GATE (TYPE CL-6) EA 1,800.0000 28,800.00 16.000 28,800 244 12' CHAIN LINK GATE (TYPE CL-6) EA 1,800.0000 1,800.00 1.000 1,800 245 PIPE GATE EA 7,000.0000 35,000.00 5.000 35,000 246 DELINEATOR (CLASS 1) EA 40.0000 19,600.00 472.000 18,880 247 MILEPOST MARKER EA 60.0000 1,320.00 12.000 720.00 14.000 840 248 OBJECT MARKER (TYPE P) EA 75.0000 300.00 2.000 150 249 METAL BEAM GUARD RAILING (WOOD POST) LF 30.0000 162,600.00 4,900.000 147,000 250 DOUBLE METAL BEAM GUARD RAILING LF 40.0000 1,000.00 25.000 1,000 (WOOD POST) 251 CHAIN LINK RAILING (TYPE 7) LF 125.0000 134,000.00 1,050.000 131,250 (F) 252 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 150.0000 443,100.00 2,954.000 443,100 (F) 253 CONCRETE BARRIER (TYPE 26) LF 90.0000 74,160.00 824.000 74,160 (F) 254 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 140.0000 332,920.00 2,378.000 332,920 (F) 255 CONCRETE BARRIER (TYPE 26A MODIFIED) LF 100.0000 2,700.00 27.000 2,700 (F) 256 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 65.0000 144,300.00 2,225.000 144,625 257 CABLE RAILING LF 30.0000 19,980.00 1,484.000 44,520 (F) 258 TRANSITION RAILING (TYPE WB) EA 3,500.0000 73,500.00 18.000 63,000 259 TERMINAL SYSTEM (TYPE CAT) EA 4,500.0000 4,500.00 4.000 18,000 260 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 3,250.00 8.000 5,200 261 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,750.0000 5,500.00 4.000 11,000 262 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,750.0000 52,250.00 19.000 52,250 263 CONCRETE BARRIER (TYPE 60) LF 55.0000 166,100.00 2,966.340 163,148 264 CONCRETE BARRIER (TYPE 60C) LF 75.0000 795,000.00 10,526.660 789,499 265 CONCRETE BARRIER (TYPE 60D) LF 75.0000 93,450.00 3,033.000 227,475 (F) PROGRAM CAS145 PAGE 11 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A1004 TIME 03:06 PM ESTIMATE NO. 056 BID OPENING 09/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 CONCRETE BARRIER (TYPE 60F) LF 90.0000 65,700.00 1,007.870 90,708 267 CONCRETE BARRIER (TYPE 60G) LF 85.0000 40,800.00 115.000 9,775 268 CONCRETE BARRIER (TYPE 60GC) LF 100.0000 245,000.00 2,559.000 255,900 269 CONCRETE BARRIER (TYPE 60GE) LF 165.0000 29,700.00 174.500 28,792 270 CONCRETE BARRIER (TYPE 60GR) LF 225.0000 20,700.00 92.000 20,700 271 CONCRETE BARRIER (TYPE 736) LF 140.0000 59,080.00 422.000 59,080 (F) 272 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 273 CONCRETE BARRIER (TYPE 736S) LF 125.0000 56,125.00 449.000 56,125 (F) 274 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 275 CONCRETE BARRIER (TYPE 736SV, HE=2') LF 150.0000 7,500.00 50.000 7,500 (F) 276 CONCRETE BARRIER (TYPE 736SV, HE=1') LF 135.0000 13,500.00 100.000 13,500 (F) 277 CONCRETE BARRIER (TYPE 736SV) LF 130.0000 427,700.00 2,981.700 387,621 278 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 279 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 280 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 111,000.00 202,586.220 101,293 281 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,780.00 1,783.000 1,783 282 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 21,200.00 26,219.000 26,219 283 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 10,700.00 11,690.000 11,690 (BROKEN 12-3) 284 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 64,000.00 11,464.500 57,322 285 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 860.00 582.000 1,164 (BROKEN 6-1) 286 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 385.00 491.000 171 (BROKEN 12-3) 287 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 28,770.00 81,362.000 28,476 (BROKEN 36-12) 288 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 10,220.00 25,358.000 8,875 (BROKEN 17-7) 289 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3000 93,000.00 335,322.000 100,596 290 PAINT PAVEMENT MARKING (2-COAT) SQFT 4.0000 4,200.00 2,103.500 8,414 291 PAVEMENT MARKER (NON-REFLECTIVE) EA 4.0000 280.00 53.000 212 292 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 54,800.00 11,547.000 46,188 PROGRAM CAS145 PAGE 12 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A1004 TIME 03:06 PM ESTIMATE NO. 056 BID OPENING 09/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 1.000 2,000 SYSTEM ELEMENTS DURING CONSTRUCTION 294 SIGNAL AND LIGHTING (LOCATION 3) LS 125,000.0000 125,000.00 1.000 125,000 295 SIGNAL AND LIGHTING (LOCATION 4) LS 140,000.0000 140,000.00 1.000 140,000 296 SIGNAL AND LIGHTING (LOCATION 5) LS 150,000.0000 150,000.00 0.980 147,000 297 SIGNAL AND LIGHTING (LOCATION 6) LS 175,000.0000 175,000.00 0.980 171,500 298 SIGNAL AND LIGHTING LS 125,000.0000 125,000.00 0.975 121,875 (CITY STREET LOCATION 1) 299 SIGNAL AND LIGHTING LS 150,000.0000 150,000.00 0.953 142,950 (CITY STREET LOCATION 2) 300 SIGNAL AND LIGHTING LS 140,000.0000 140,000.00 0.997 139,580 (CITY STREET LOCATION 3) 301 MODIFY SIGNAL AND LIGHTING LS 150,000.0000 150,000.00 1.000 150,000 (CITY STREET LOCATION 4) 302 EMERGENCY VEHICLE DETECTOR SYSTEM LS 15,000.0000 15,000.00 1.000 15,000 (CITY) 303 LIGHTING (CITY STREET) LS 125,000.0000 125,000.00 1.000 125,000 304 MODIFY CHANGEABLE MESSAGE SIGN SYSTEM LS 14,000.0000 14,000.00 0.947 13,258 305 COMMUNICATION CONDUIT (BRIDGE) LF 10.0000 22,100.00 1,550.000 15,500 306 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.962 9,620 307 FIBER OPTIC SYSTEM LS 950,000.0000 950,000.00 0.901 855,950 308 FIBER OPTIC SYSTEM (CITY) LS 125,000.0000 125,000.00 0.896 112,000 309 VEHICLE CLASSIFICATION STATION LS 25,000.0000 25,000.00 0.970 24,250 310 TRAFFIC MONITORING STATION (LOCATION 1) LS 14,000.0000 14,000.00 0.970 13,580 311 TRAFFIC MONITORING STATION (LOCATION 2) LS 15,000.0000 15,000.00 1.000 15,000 312 TRAFFIC MONITORING STATION (LOCATION 3) LS 20,000.0000 20,000.00 0.970 19,400 313 TRAFFIC MONITORING STATION (LOCATION 4) LS 15,000.0000 15,000.00 0.970 14,550 314 TRAFFIC MONITORING STATION (LOCATION 5) LS 15,000.0000 15,000.00 1.000 15,000 315 MODIFY CLOSED CIRCUIT TELEVISION LS 10,000.0000 10,000.00 1.000 10,000 SYSTEM 316 CLOSED CIRCUIT TELEVISION SYSTEM (CITY) LS 15,000.0000 15,000.00 1.000 15,000 317 RAMP METERING SYSTEM (LOCATION 1) LS 25,000.0000 25,000.00 0.970 24,250 318 RAMP METERING SYSTEM (LOCATION 2) LS 30,000.0000 30,000.00 0.970 29,100 319 RAMP METERING SYSTEM (LOCATION 3) LS 30,000.0000 30,000.00 1.000 30,000 PROGRAM CAS145 PAGE 13 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A1004 TIME 03:06 PM ESTIMATE NO. 056 BID OPENING 09/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 320 RAMP METERING SYSTEM (LOCATION 4) LS 30,000.0000 30,000.00 1.000 30,000 321 RAMP METERING SYSTEM (LOCATION 5) LS 30,000.0000 30,000.00 1.000 30,000 322 RAMP METERING SYSTEM (LOCATION 6) LS 50,000.0000 50,000.00 1.000 50,000 323 REMOVE EXISTING SIGNAL AND LIGHTING LS 65,000.0000 65,000.00 1.000 65,000 EQUIPMENT 324 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 170,000.0000 170,000.00 1.000 170,000 325 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 130,000.0000 130,000.00 1.000 130,000 326 MODIFY LIGHTING AND SIGN ILLUMINATION LS 900,000.0000 900,000.00 1.000 900,000 327 MODIFY SIGNAL AND LIGHTING LS 150,000.0000 150,000.00 1.000 150,000 (COUNTY STREET LOCATION 1) 328 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 329 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 90.0000 40,590.00 252.000 22,680 330 CONCRETE BARRIER (TYPE 736 SV,HE=3') LF 135.0000 3,375.00 25.000 3,375 331 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 332 COLUMN ENCASEMENT LF 85.0000 4,760.00 61.000 5,185 333 CONCRETE BARRIER (TYPE 742 MOD) LF 65.0000 20,800.00 320.000 20,800 (F) 334 CONCRETE BARRIER (TYPE 742A MOD) LF 85.0000 10,115.00 180.000 15,300 (F) PROGRAM CAS145 PAGE 14 DATE 07/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A1004 TIME 03:06 PM ESTIMATE NO. 056 BID OPENING 09/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 07/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -175,372.10 71,858,491.44 ADJUSTMENT OF COMPENSATION 249,020.96 5,872,604.25 EXTRA WORK 12,688.35 8,763,006.53 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 86,337.21 86,494,102.22 335 MOBILIZATION LS 6,800,000.0000 6,800,000.00 1.000 6,800,000 ORIGINAL CONTRACT AMOUNT 87,806,232.00 TOTAL WORK COMPLETED 86,337.21 93,294,102.22 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -22,614.20 -233,477.15 TOTAL 63,723.01 93,060,625.07 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 12/03/12 715 03/07/13 01/28/13 09/11/17 856 257 177 0 96% 96% PROGRESS IS SATISFACTORY TROY SCHEIBER RESIDENT ENGINEER PROGRAM CAS145 DATE 07/24/17