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 01/24/17 EST. NO. 004 TIME 03:14 PM R.E. NAME: KLINE, JASON 05-4482U4 --------------------------------------------------------------------------- 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 0001 628.82 E.W. @ F.A.(+) 101016 N 0003.0 0002 883.06 101816 N 0004.0 0003 282.38 101816 N 0005.0 0004 881.60 101916 N 0009.0 0005 793.42 102016 N 0011.0 0006 379.15 102116 N 0013.0 0007 240.32 102416 N 0014.0 0008 189.58 102516 N 0015.0 0009 303.32 102616 N 0016.0 0010 3,249.49 102716 N 0017.0 0011 487.21 103116 N 0019.0 003 0003 8,193.31 E.W. @ F.A.(+) 100316 N 0020.0 0004 3,278.88 100316 N 0021.0 0005 5,352.27 100316 N 0022.0 007 0002 3,191.62 E.W. @ F.A.(+) 101816 N 0007.0 0003 2,046.97 101916 N 0008.0 0004 2,070.99 102016 N 0012.0 32,452.39 TOTAL THIS ESTIMATE 34,515.21 TOTAL PREVIOUS ESTIMATE 66,967.60 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 01/24/17 EST. NO. 004 TIME 03:14 PM R.E. NAME: KLINE, JASON 05-4482U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS ANNUAL CEM-4401 -10,000.00 004 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-4482U4 TIME 03:14 PM ESTIMATE NO. 004 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/17 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 01/24/17 LOCATION RERUN PROGRESS ESTIMATE 05-SB-101-2.2/3.3 ----------------------- SECURITY PAVING COMPANY, INC. IN SANTA BARBARA COUNTY 13170 TELFAIR AVE IN CARPINTERIA FROM 0.2 MILE SYLMAR CA 91342 SOUTH OF CARPINTERIA CREEK BRIDGE TO 0.3 MILE NORTH OF LINDEN AVENUE OVERCROSSING FED. AID NO. NHP-Q101(290)E RECONSTRUCT INTERCHANGES (2) AND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 0.750 7,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 50,000.0000 50,000.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,450.0000 1,450,000.00 68.000 98,600 004 CONSTRUCTION AREA SIGNS LS 250,000.0000 250,000.00 0.250 62,500 005 TRAFFIC CONTROL SYSTEM LS 900,000.0000 900,000.00 0.012 10,800.00 0.079 71,100 006 TYPE III BARRICADE EA 90.0000 9,900.00 0.000 0 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.5000 2,075.00 241.000 602 008 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.7000 13,107.00 930.000 1,581 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 68,700.00 40,686.000 12,205 010 CHANNELIZER (SURFACE MOUNTED) EA 39.0000 36,660.00 12.000 468.00 90.000 3,510 011 TEMPORARY PAVEMENT MARKER EA 3.1000 11,563.00 663.000 2,055 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 76,000.0000 76,000.00 0.012 912.00 0.079 6,004 013 TEMPORARY RAILING (TYPE K) LF 8.5000 621,350.00 11,020.000 93,670 014 TEMPORARY CRASH CUSHION MODULE EA 165.0000 74,250.00 42.000 6,930 015 TEMPORARY ALTERNATIVE CRASH CUSHION EA 5,700.0000 108,300.00 0.000 0 016 JOB SITE MANAGEMENT LS 410,000.0000 410,000.00 0.012 4,920.00 0.079 32,390 017 PREPARE STORM WATER POLLUTION PREVENTION LS 15,000.0000 15,000.00 0.750 11,250 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 55,000.00 4.000 2,000.00 7.000 3,500 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 530.0000 28,620.00 7.000 3,710.00 7.000 3,710 020 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 0.000 0 021 MOVE-IN/MOVE-OUT EA 390.0000 7,800.00 1.000 390.00 2.000 780 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 0.8000 160,000.00 2,420.000 1,936.00 12,100.000 9,680 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-4482U4 TIME 03:14 PM ESTIMATE NO. 004 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/17 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 01/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 4.2500 3,825.00 35.000 148 024 TEMPORARY DRAINAGE INLET PROTECTION EA 290.0000 40,600.00 4.000 1,160.00 18.000 5,220 025 TEMPORARY FIBER ROLL LF 3.9000 99,840.00 520.000 2,028.00 6,250.000 24,375 026 TEMPORARY GRAVEL BAG BERM LF 4.2500 42,500.00 255.000 1,083.75 354.000 1,504 027 TEMPORARY LARGE SEDIMENT BARRIER LF 15.5000 23,250.00 472.000 7,316 028 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 40,000.00 4.000 16,000 029 STREET SWEEPING LS 525,000.0000 525,000.00 0.012 6,300.00 0.079 41,475 030 TEMPORARY CONCRETE WASHOUT LS 38,000.0000 38,000.00 0.050 1,900 031 TEMPORARY FENCE (TYPE ESA) LF 3.7000 13,875.00 2,962.000 10,959 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7500 10,875.00 14,004.000 10,503 STRIPE (HAZARDOUS WASTE) 033 ADL BURIAL LOCATION REPORT LS 10,000.0000 10,000.00 0.000 0 034 TREATED WOOD WASTE LB 0.2500 10,075.00 0.000 0 035 BIRD EXCLUSION DEVICES LS 32,000.0000 32,000.00 0.000 0 036 ABANDON CULVERT (EA) EA 3,280.0000 68,880.00 0.000 0 037 DESTROY WELL EA 5,000.0000 5,000.00 0.000 0 038 REMOVE WOOD FENCE LF 13.0000 2,860.00 0.000 0 039 REMOVE CHAIN LINK FENCE LF 8.5000 61,625.00 260.000 2,210 040 REMOVE GATE EA 160.0000 640.00 2.000 320 041 REMOVE BARRIER LF 8.5000 83,300.00 75.000 637.50 4,593.000 39,040 042 REMOVE GUARDRAIL LF 8.5000 15,640.00 792.000 6,732 043 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 44,450.00 0.000 0 044 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 9,360.00 19,341.000 8,703 045 REMOVE PAVEMENT MARKER EA 1.0000 4,020.00 1,741.000 1,741 046 REMOVE ROADSIDE SIGN EA 145.0000 14,500.00 1.000 145.00 1.000 145 047 REMOVE ROADSIDE SIGN EA 145.0000 1,160.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 048 REMOVE ASPHALT CONCRETE DIKE LF 1.6000 3,456.00 0.000 0 049 REMOVE CULVERT (LF) LF 21.0000 45,990.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-4482U4 TIME 03:14 PM ESTIMATE NO. 004 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/17 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 01/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE INLET EA 1,535.0000 56,795.00 0.000 0 051 REMOVE HEADWALL EA 1,270.0000 6,350.00 0.000 0 052 REMOVE ASPHALT CONCRETE SURFACING SQFT 2.0000 6,100.00 0.000 0 053 REMOVE BASE AND SURFACING CY 32.0000 1,312.00 0.000 0 054 RESET ROADSIDE SIGN EA 220.0000 1,760.00 0.000 0 055 RELOCATE ROADSIDE SIGN EA 220.0000 3,080.00 0.000 0 056 ADJUST MANHOLE TO GRADE EA 1,272.0000 24,168.00 0.000 0 057 ADJUST UTILITY COVER TO GRADE EA 1,272.0000 25,440.00 0.000 0 058 MODIFY MANHOLE EA 2,650.0000 2,650.00 0.000 0 059 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.5000 12,555.00 0.000 0 060 REMOVE CONCRETE CURB (LF) LF 6.0000 18,360.00 0.000 0 061 REMOVE CONCRETE ISLAND (PORTIONS) (SQYD) SQYD 14.0000 3,500.00 17.300 242.20 17.300 242 062 REMOVE CONCRETE (CHANNEL) CY 32.0000 13,120.00 0.000 0 063 REMOVE CONCRETE LF 6.0000 19,500.00 0.000 0 (CURB, GUTTER, AND SIDEWALK) (LF) 064 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 35.0000 26,950.00 0.000 0 065 SAND BACKFILL CY 113.0000 55,370.00 0.000 0 066 BRIDGE REMOVAL, LOCATION A LS 300,000.0000 300,000.00 0.000 0 067 BRIDGE REMOVAL, LOCATION B LS 231,000.0000 231,000.00 0.000 0 068 BRIDGE REMOVAL, LOCATION C LS 215,000.0000 215,000.00 0.000 0 069 CLEARING AND GRUBBING (LS) LS 400,000.0000 400,000.00 0.660 264,000 070 DEVELOP WATER SUPPLY LS 150,000.0000 150,000.00 0.750 112,500 071 DUST PALLIATIVE LS 67,500.0000 67,500.00 0.000 0 072 ROADWAY EXCAVATION CY 16.0000 1,624,000.00 1,164.000 18,624.00 5,469.500 87,512 073 ROADWAY EXCAVATION (TYPE Y-1) CY 28.0000 344,400.00 0.000 0 (AERIALLY DEPOSITED LEAD) 074 STRUCTURE EXCAVATION (BRIDGE) CY 36.0000 189,216.00 0.000 0 (F) 075 STRUCTURE EXCAVATION (TYPE D) CY 40.0000 491,480.00 0.000 0 (F) 076 STRUCTURE EXCAVATION (RETAINING WALL) CY 36.0000 163,044.00 0.000 0 (F) PROGRAM CAS145 PAGE 4 DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-4482U4 TIME 03:14 PM ESTIMATE NO. 004 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/17 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 01/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PERMEABLE MATTRESS CY 105.0000 147,525.00 0.000 0 (F) 078 STRUCTURE BACKFILL (BRIDGE) CY 95.0000 343,805.00 0.000 0 (F) 079 STRUCTURE BACKFILL (RETAINING WALL) CY 78.0000 685,776.00 0.000 0 (F) 080 PERVIOUS BACKFILL MATERIAL (RETAINING CY 66.0000 14,586.00 0.000 0 (F) WALL) 081 IMPORTED BORROW (CY) CY 51.0000 77,010.00 0.000 0 082 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 4.0000 440.00 0.000 0 CLASS B3 083 ROCK BLANKET SQFT 34.0000 94,180.00 0.000 0 084 LIVE SILTATION LF 102.0000 107,100.00 0.000 0 085 WILLOW POLES EA 81.0000 81,000.00 0.000 0 086 BRUSH LAYERING LF 373.0000 67,140.00 0.000 0 087 PLANT ESTABLISHMENT WORK LS 100,000.0000 100,000.00 0.000 0 088 TREE GRATE EA 1,900.0000 39,900.00 0.000 0 089 3" SUPPLY LINE (BRIDGE) LF 87.0000 112,665.00 0.000 0 (F) 090 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.5000 630.00 0.000 0 (F) LINE) 091 2" PLASTIC PIPE (CLASS 315) LF 30.0000 91,200.00 0.000 0 (F) (SUPPLY LINE) 092 3" PLASTIC PIPE (CLASS 315) LF 43.0000 58,050.00 0.000 0 (F) (SUPPLY LINE) 093 2" SPRINKLER CONTROL CONDUIT LF 24.0000 49,440.00 0.000 0 094 6" SCHEDULE 40 PIPE CONDUIT LF 33.0000 11,550.00 0.000 0 095 8" CORRUGATED HIGH DENSITY LF 119.0000 135,660.00 0.000 0 POLYETHYLENE PIPE CONDUIT 096 10" CORRUGATED HIGH DENSITY LF 121.0000 108,900.00 0.000 0 POLYETHYLENE PIPE CONDUIT 097 12" WELDED STEEL PIPE CONDUIT LF 180.0000 11,700.00 0.000 0 098 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 650.0000 3,900.00 0.000 0 099 IMPORTED TOPSOIL (CY) CY 75.0000 98,250.00 0.000 0 100 DUFF ACRE 6,900.0000 22,770.00 0.000 0 101 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.6200 14,446.00 0.000 0 102 HYDROMULCH SQFT 0.0300 17,910.00 0.000 0 103 COMPOST BERM LF 4.1000 81,180.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-4482U4 TIME 03:14 PM ESTIMATE NO. 004 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/17 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 01/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STRAW SQFT 0.0500 22,750.00 0.000 0 105 HYDROSEED SQFT 0.0800 47,760.00 0.000 0 106 COMPOST (TYPE 1) SQFT 0.8000 113,600.00 0.000 0 107 COMPOST (TYPE 2) SQFT 0.2900 131,950.00 0.000 0 108 INCORPORATE MATERIALS SQFT 0.1200 17,040.00 0.000 0 109 CLASS 1 AGGREGATE SUBBASE CY 26.0000 699,400.00 0.000 0 110 CLASS 2 AGGREGATE BASE (CY) CY 45.0000 792,000.00 793.000 35,685.00 4,112.640 185,068 111 LEAN CONCRETE BASE RAPID SETTING CY 290.0000 675,700.00 0.000 0 112 BASE BOND BREAKER SQFT 1.0000 730.00 0.000 0 113 PREPAVING INERTIAL PROFILER LS 4,100.0000 4,100.00 0.000 0 114 HOT MIX ASPHALT (TYPE A) TON 93.0000 2,362,200.00 2,533.470 235,612.71 2,533.470 235,612 115 DATA CORE LS 2,500.0000 2,500.00 0.000 0 116 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 7.0000 1,050.00 0.000 0 117 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.0000 14,420.00 0.000 0 118 PLACE HOT MIX ASPHALT SQYD 19.0000 4,560.00 0.000 0 (MISCELLANEOUS AREA) 119 TACK COAT TON 550.0000 13,750.00 4.370 2,403.50 4.370 2,403 120 CONTINUOUSLY REINFORCED CONCRETE CY 315.0000 3,906,000.00 0.000 0 PAVEMENT 121 JOINTED PLAIN CONCRETE PAVEMENT CY 300.0000 24,000.00 0.000 0 122 MECHANICALLY STABILIZED EMBANKMENT SQFT 68.0000 392,088.00 0.000 0 (F) (MODIFIED), LOCATION A 123 MECHANICALLY STABILIZED EMBANKMENT SQFT 73.0000 163,228.00 0.000 0 (F) (MODIFIED), LOCATION B 124 TEMPORARY SUPPORT LS 26,500.0000 26,500.00 0.000 0 125 TEMPORARY PEDESTRIAN WALKWAY LS 136,000.0000 136,000.00 0.000 0 126 FURNISH 48" STEEL PIPE PILING LF 460.0000 133,860.00 291.000 133,860.00 291.000 133,860 127 DRIVE 48" STEEL PIPE PILING EA 35,500.0000 142,000.00 4.000 142,000.00 4.000 142,000 128 FURNISH PILING (CLASS 140) LF 45.0000 11,610.00 0.000 0 (ALTERNATIVE W) 129 DRIVE PILE (CLASS 140) EA 1,650.0000 16,500.00 0.000 0 (ALTERNATIVE W) 130 FURNISH PILING (CLASS 200) LF 55.0000 883,025.00 0.000 0 (ALTERNATIVE W) PROGRAM CAS145 PAGE 6 DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-4482U4 TIME 03:14 PM ESTIMATE NO. 004 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/17 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 01/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 DRIVE PILE (CLASS 200) EA 1,675.0000 505,850.00 0.000 0 (ALTERNATIVE W) 132 FURNISH 78" CAST-IN-STEEL-SHELL LF 710.0000 556,640.00 104.000 73,840.00 104.000 73,840 CONCRETE PILING 133 DRIVE 78" CAST-IN-STEEL-SHELL EA 95,000.0000 950,000.00 1.000 95,000.00 1.000 95,000 CONCRETE PILING 134 24" CAST-IN-DRILLED-HOLE CONCRETE LF 285.0000 815,100.00 0.000 0 PILING (SOUND WALL) 135 60" CAST-IN-DRILLED-HOLE CONCRETE LF 740.0000 17,020.00 0.000 0 PILE (SIGN FOUNDATION) 136 PRESTRESSING CAST-IN-PLACE CONCRETE LS 460,000.0000 460,000.00 0.000 0 137 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 390.0000 338,910.00 0.000 0 (F) 138 STRUCTURAL CONCRETE, BRIDGE CY 730.0000 3,817,900.00 0.000 0 (F) 139 STRUCTURAL CONCRETE, BRIDGE CY 790.0000 1,109,160.00 0.000 0 (F) (POLYMER FIBER) 140 STRUCTURAL CONCRETE, RETAINING WALL CY 510.0000 1,547,850.00 0.000 0 (F) 141 STRUCTURAL CONCRETE, SOUND WALL CY 570.0000 247,380.00 0.000 0 (F) 142 STRUCTURAL CONCRETE, BARRIER SLAB CY 530.0000 218,360.00 0.000 0 (F) 143 STRUCTURAL CONCRETE, APPROACH SLAB CY 670.0000 353,760.00 0.000 0 (F) (TYPE N) 144 STRUCTURAL CONCRETE, APPROACH SLAB CY 670.0000 63,650.00 0.000 0 (F) (TYPE N MODIFIED) 145 STRUCTURAL CONCRETE, BOX CULVERT CY 950.0000 122,930.00 0.000 0 (F) 146 STRUCTURAL CONCRETE, HEADWALL CY 1,100.0000 73,040.00 0.000 0 (F) 147 MINOR CONCRETE (MINOR STRUCTURE) CY 1,470.0000 860,832.00 0.000 0 (F) 148 MINOR CONCRETE (BRIDGE PLANTER) CY 2,060.0000 28,840.00 0.000 0 (F) 149 IN-AND-OUT BLOCK TEXTURE SQFT 5.0000 41,175.00 0.000 0 (F) 150 SPLIT FACE TEXTURE SQFT 4.0000 81,612.00 0.000 0 (F) 151 JOINT SEAL (MR 1") LF 98.0000 40,278.00 0.000 0 152 JOINT SEAL (MR 1 1/2") LF 165.0000 31,185.00 0.000 0 153 JOINT SEAL (MR 2") LF 200.0000 26,400.00 0.000 0 154 BAR REINFORCING STEEL LB 1.5000 38,178.00 0.000 0 (F) 155 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 1,810,357.00 0.000 0 (F) 156 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 345,759.00 0.000 0 (F) 157 BAR REINFORCING STEEL (SOUND WALL PILE) LB 1.0000 82,381.00 0.000 0 (F) PROGRAM CAS145 PAGE 7 DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-4482U4 TIME 03:14 PM ESTIMATE NO. 004 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/17 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 01/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 ASPHALT MEMBRANE WATERPROOFING SQFT 6.4000 9,600.00 0.000 0 159 FURNISH SIGN STRUCTURE (TRUSS) LB 3.2000 56,320.00 0.000 0 (F) 160 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 5,280.00 0.000 0 (F) 161 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 9,720.00 0.000 0 (0.063"-UNFRAMED) 162 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 2,000.00 0.000 0 (0.080"-UNFRAMED) 163 ROADSIDE SIGN - ONE POST EA 440.0000 61,600.00 0.000 0 164 ROADSIDE SIGN - TWO POST EA 615.0000 3,690.00 0.000 0 165 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 243.0000 486.00 0.000 0 METHOD) 166 INSTALL ROADSIDE SIGN PANEL ON EA 169.0000 507.00 0.000 0 EXISTING POST 167 INSTALL ROADSIDE SIGN EA 3,100.0000 21,700.00 0.000 0 (LAMINATED WOOD BOX POST) 168 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 26.0000 3,640.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 169 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 33.0000 13,530.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 170 FURNISH LAMINATED PANEL SIGN SQFT 43.0000 26,230.00 0.000 0 (2 1/2"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 171 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 8,160.00 0.000 0 (0.063"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 172 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 6,630.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 173 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 2,310.00 0.000 0 (0.063" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 174 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 1,342.00 0.000 0 (0.080" -FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 175 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 7.0000 17,500.00 0.000 0 176 SOUND WALL (MASONRY BLOCK) SQFT 30.0000 1,328,460.00 0.000 0 (F) 177 ROCK STAIN SQFT 2.4000 30,960.00 0.000 0 178 PREPARE AND PAINT CONCRETE SQFT 1.0000 2,660.00 0.000 0 179 PREPARE AND STAIN CONCRETE SQFT 1.5000 36,624.00 0.000 0 180 18" ALTERNATIVE PIPE CULVERT LF 70.0000 16,100.00 0.000 0 181 24" ALTERNATIVE PIPE CULVERT LF 81.0000 683,640.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-4482U4 TIME 03:14 PM ESTIMATE NO. 004 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/17 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 01/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 182 36" ALTERNATIVE PIPE CULVERT LF 103.0000 492,340.00 0.000 0 183 42" ALTERNATIVE PIPE CULVERT LF 129.0000 110,940.00 0.000 0 184 48" ALTERNATIVE PIPE CULVERT LF 155.0000 79,050.00 0.000 0 185 54" ALTERNATIVE PIPE CULVERT LF 196.0000 74,480.00 0.000 0 186 60" ALTERNATIVE PIPE CULVERT LF 209.0000 338,580.00 0.000 0 187 CONCRETE BACKFILL (PIPE TRENCH) CY 136.0000 6,392.00 0.000 0 188 3" PLASTIC PIPE UNDERDRAIN LF 10.0000 7,500.00 0.000 0 189 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 13.0000 6,760.00 0.000 0 190 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 105.0000 4,305.00 0.000 0 191 WING-GATE (AUTOMATIC RETRACTABLE SYSTEM) EA 845.0000 49,855.00 0.000 0 192 CONNECTOR PIPE SCREEN EA 712.0000 6,408.00 0.000 0 193 DRAINAGE INLET MARKER EA 80.0000 11,200.00 0.000 0 194 WELDED STEEL PIPE CASING (BRIDGE) LF 156.0000 36,660.00 0.000 0 195 8" WELDED STEEL PIPE LF 65.0000 16,900.00 0.000 0 196 24" ALTERNATIVE FLARED END SECTION EA 477.0000 3,816.00 0.000 0 197 36" ALTERNATIVE FLARED END SECTION EA 636.0000 636.00 0.000 0 198 36" PRECAST CONCRETE PIPE INLET LF 795.0000 17,490.00 0.000 0 199 ROCK SLOPE PROTECTION CY 100.0000 325,000.00 0.000 0 (1/4 T, METHOD A) (CY) 200 ROCK SLOPE PROTECTION CY 100.0000 43,000.00 0.000 0 (1/4 T, METHOD B) (CY) 201 ROCK SLOPE PROTECTION CY 100.0000 237,700.00 0.000 0 (FACING, METHOD B) (CY) 202 SLOPE PAVING (IN-AND-OUT BLOCK TEXTURE CY 1,800.0000 160,200.00 0.000 0 CONCRETE) 203 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.2000 14,014.00 0.000 0 204 MINOR CONCRETE (CURB) (LF) LF 29.0000 9,657.00 0.000 0 205 MINOR CONCRETE (CURB) (CY) CY 397.0000 194,530.00 0.000 0 206 MINOR CONCRETE (GUTTER) (LF) LF 22.0000 45,056.00 0.000 0 207 MINOR CONCRETE (GUTTER) (CY) CY 454.0000 21,792.00 0.000 0 208 DETECTABLE WARNING SURFACE SQFT 33.0000 33,000.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-4482U4 TIME 03:14 PM ESTIMATE NO. 004 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/17 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 01/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 209 MINOR CONCRETE (MISCELLANEOUS CY 590.0000 57,230.00 0.000 0 CONSTRUCTION) 210 MINOR CONCRETE (GUTTER DEPRESSION) CY 435.0000 27,840.00 0.000 0 211 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 13.0000 109,590.00 0.000 0 CONCRETE) 212 MINOR CONCRETE (DRIVEWAY) CY 540.0000 22,140.00 0.000 0 213 MINOR CONCRETE (SIDEWALK) CY 430.0000 210,700.00 0.000 0 214 MINOR CONCRETE (CURB RAMP) CY 480.0000 52,800.00 0.000 0 215 MINOR CONCRETE (BUS POCKET) CY 460.0000 15,180.00 0.000 0 216 MINOR CONCRETE (STAIRCASE) CY 1,750.0000 38,500.00 0.000 0 217 MISCELLANEOUS IRON AND STEEL LB 2.0000 97,784.00 0.000 0 (F) 218 MISCELLANEOUS METAL (BRIDGE) LB 12.0000 8,496.00 0.000 0 (F) 219 BRIDGE PLANTER DRAINAGE SYSTEM LB 10.0000 60,500.00 0.000 0 (F) 220 BRIDGE DECK DRAINAGE SYSTEM LB 9.0000 172,944.00 0.000 0 (F) 221 SANITARY SEWER FACILITIES LS 101,000.0000 101,000.00 0.100 10,100 222 24" WELDED STEEL PIPE (0.5" THICK) LF 1,275.0000 75,225.00 0.000 0 TRENCHLESS INSTALLATION 223 36" WELDED STEEL PIPE (0.5" THICK) LF 1,410.0000 78,960.00 0.000 0 TRENCHLESS INSTALLATION 224 BUS SHELTER LS 25,000.0000 25,000.00 0.000 0 225 TEMPORARY FENCE (TYPE CL-6) LF 15.5000 37,820.00 0.000 0 226 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 20.0000 13,080.00 0.000 0 227 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 34.0000 75,650.00 0.000 0 228 CHAIN LINK FENCE (TYPE CL-8, BW POST TOP LF 37.0000 7,030.00 0.000 0 VINYL-CLAD) 229 12' CHAIN LINK GATE (TYPE CL-6, EA 3,100.0000 9,300.00 0.000 0 VINYL-CLAD) 230 SURVEY MONUMENT (TYPE A) EA 540.0000 2,700.00 0.000 0 231 DELINEATOR (CLASS 1) EA 62.0000 8,060.00 0.000 0 232 GUARD RAILING DELINEATOR EA 22.0000 924.00 0.000 0 233 OBJECT MARKER EA 120.0000 8,520.00 0.000 0 234 OBJECT MARKER (TYPE P) EA 120.0000 9,480.00 0.000 0 235 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 46.5000 154,845.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-4482U4 TIME 03:14 PM ESTIMATE NO. 004 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/17 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 01/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 236 VEGETATION CONTROL (MINOR CONCRETE) SQYD 50.0000 78,000.00 0.000 0 237 PICKET FENCE RAILING LF 307.0000 375,461.00 0.000 0 238 TUBULAR BICYCLE RAILING LF 120.0000 24,480.00 0.000 0 (F) 239 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 38.0000 193,420.00 0.000 0 240 HANDRAILING LF 132.0000 14,520.00 0.000 0 241 CABLE RAILING LF 28.0000 25,760.00 0.000 0 (F) 242 TRANSITION RAILING (TYPE STB) EA 3,900.0000 7,800.00 0.000 0 243 TRANSITION RAILING (TYPE WB-31) EA 3,700.0000 22,200.00 0.000 0 244 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,230.0000 3,690.00 0.000 0 245 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,700.0000 18,500.00 0.000 0 246 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,900.0000 5,800.00 0.000 0 247 ALTERNATIVE CRASH CUSHION SYSTEM EA 37,300.0000 74,600.00 0.000 0 248 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 185.0000 55,500.00 0.000 0 249 CONCRETE BARRIER (TYPE 732B MODIFIED) LF 195.0000 6,825.00 0.000 0 250 CONCRETE BARRIER (TYPE 60F) LF 240.0000 40,800.00 0.000 0 251 CONCRETE BARRIER (TYPE 60) LF 69.0000 221,490.00 0.000 0 252 CONCRETE BARRIER (TYPE 60C) LF 137.0000 93,160.00 0.000 0 253 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 75.0000 17,025.00 0.000 0 254 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 95.0000 19,000.00 0.000 0 255 CONCRETE BARRIER (TYPE 80A MODIFIED) LF 220.0000 27,720.00 0.000 0 (F) 256 CONCRETE BARRIER (TYPE 80SW MODIFIED) LF 350.0000 386,750.00 0.000 0 (F) 257 CONCRETE BARRIER (TYPE 80 MODIFIED) LF 195.0000 339,300.00 0.000 0 (F) 258 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 99.0000 171,765.00 0.000 0 (F) 259 CONCRETE BARRIER (TYPE 60 TRANSITION LF 125.0000 1,875.00 0.000 0 MODIFIED) 260 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 5,320.00 0.000 0 261 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 4,905.00 0.000 0 262 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 1,280.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-4482U4 TIME 03:14 PM ESTIMATE NO. 004 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/17 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 01/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 263 THERMOPLASTIC PAVEMENT MARKING SQFT 3.1000 16,740.00 0.000 0 264 THERMOPLASTIC PAVEMENT MARKING SQFT 3.6000 6,552.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 265 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 121.00 0.000 0 (BROKEN 6-1) 266 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 507.50 0.000 0 (BROKEN 36-12) 267 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 76.00 0.000 0 (BROKEN 17-7) 268 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 14,985.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 269 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 255.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 270 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 4,795.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 271 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 7,875.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 272 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.6000 1,856.00 0.000 0 273 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1000 5,146.00 0.000 0 274 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 275 SIGNAL AND LIGHTING (LOCATION 1) LS 109,000.0000 109,000.00 0.000 0 276 SIGNAL AND LIGHTING (LOCATION 2) LS 127,000.0000 127,000.00 0.000 0 277 SIGNAL AND LIGHTING (LOCATION 3) LS 147,000.0000 147,000.00 0.000 0 278 SIGNAL AND LIGHTING (LOCATION 4) LS 130,000.0000 130,000.00 0.000 0 279 SIGNAL AND LIGHTING (CITY) LS 129,000.0000 129,000.00 0.000 0 280 LIGHTING LS 130,000.0000 130,000.00 0.000 0 281 LIGHTING (CITY STREET) LS 374,000.0000 374,000.00 0.000 0 282 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 283 REDWOOD COVER EA 1,250.0000 2,500.00 0.000 0 284 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 285 POST SLEEVE EA 620.0000 1,860.00 0.000 0 286 TRAFFIC OPERATION SYSTEMS LS 80,000.0000 80,000.00 0.000 0 PROGRAM CAS145 PAGE 12 DATE 01/24/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-4482U4 TIME 03:14 PM ESTIMATE NO. 004 BID OPENING 04/27/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/17 R.E. NAME: KLINE, JASON DATE OF THIS ESTIMATE 01/24/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 773,757.66 1,948,001.41 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 32,452.39 66,967.60 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 806,210.05 2,014,969.01 287 MOBILIZATION LS 4,936,000.0000 4,936,000.00 0.500 2,468,000.00 0.500 2,468,000 ORIGINAL CONTRACT AMOUNT 52,615,740.00 TOTAL WORK COMPLETED 3,274,210.05 4,482,969.01 MATERIALS ON HAND ON SITE 274,762.50 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 3,264,210.05 4,747,731.51 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 07/15/16 1250 09/09/16 09/18/16 09/18/20 79 19 0 0 8% 6% PROGRESS IS SATISFACTORY KLINE, JASON RESIDENT ENGINEER PROGRAM CAS145 DATE 01/24/17