PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 02/23/16 EST. NO. 035 TIME 01:56 PM R.E. NAME: HONG, JOHN 12-0C5704 --------------------------------------------------------------------------- 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 0270 361.76 E.W. @ F.A.(+) 081115 N 0610.0 0271 190.01 081115 N 0611.0 0272 301.32 081115 N 0612.0 0273 301.32 081215 N 0613.0 0274 186.48 081215 Y 0614.0 0275 590.23 081315 N 0615.0 0278 1,588.57 081915 N 0618.0 0279 223.57 081915 N 0619.0 0280 223.57 082115 N 0620.0 0281 1,149.74 090815 N 0621.0 0282 938.02 090815 N 0622.0 0286 372.95 091715 N 0625.0 0291 1,341.90 092815 N 0629.0 0292 579.47 092815 N 0630.0 0293 444.48 092915 N 0631.0 0294 444.48 093015 N 0632.0 0295 1,133.04 100315 N 0633.0 0296 206.56 100515 N 0636.0 0301 221.15 101215 N 0639.0 0303 272.58 101415 N 0641.0 0304 221.15 101515 N 0642.0 0305 3,226.69 101515 N 0643.0 0306 221.15 101915 N 0644.0 0307 580.01 102015 N 0645.0 0309 1,604.81 102115 N 0647.0 0310 860.80 102115 N 0648.0 0311 516.00 102115 N 0649.0 0312 451.84 102215 N 0650.0 0313 1,727.34 102215 N 0651.0 0314 305.96 102615 N 0652.0 0315 438.73 102715 N 0653.0 0318 1,270.23 110315 N 0656.0 0319 194.86 110315 N 0657.0 0320 229.16 110415 N 0658.0 0321 159.92 110415 N 0659.0 0322 2,723.66 110515 N 0660.0 0323 2,143.55 110515 N 0661.0 0324 189.06 111015 N 0662.0 0325 769.20 111215 N 0663.0 0326 219.65 111715 N 0664.0 0327 324.51 112015 N 0665.0 0328 93.12 120815 N 0666.0 0330 223.37 121015 N 0668.0 060 0001 838.90 E.W. @ F.A.(+) 071615 Y 0511.0 0002 1,210.54 071714 Y 0512.0 0004 474.53 062315 Y 0480.0 0005 3,851.48 062415 Y 0481.0 36,141.42 TOTAL THIS ESTIMATE 718,646.24 TOTAL PREVIOUS ESTIMATE 754,787.66 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 02/23/16 EST. NO. 035 TIME 01:56 PM R.E. NAME: HONG, JOHN 12-0C5704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NONSBMITAL 4401 2013 -10,000.00 009 RET SUBMIT CEM 4401 10,000.00 010 NONSUBTTCEM4401-2014 -10,000.00 021 RET CEM 4401 (2014) 10,000.00 022 RESTAKING CHARGES -25,000.00 032 RESTAKING CHARGE -25,000.00 033 RESTAKING CHARGE -25,000.00 034 CEM4401 NON SUBMITTL -10,000.00 035 RESTAKING CHARGE -50,000.00 035 -60,000.00 -135,000.00 TOTAL DEDUCTIONS -60,000.00 -135,000.00 PROGRAM CAS145 PAGE 1 DATE 02/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5704 TIME 01:56 PM ESTIMATE NO. 035 BID OPENING 11/29/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 02/23/16 LOCATION PROGRESS ESTIMATE 12-ORA-91-0.9/5.4 ----------------- C C MYERS INC IN FULLERTON AND ANAHEIM WB P O BOX 2948 DIRECTION FROM SR-57 TO I-5 RANCHO CORDOVA CA 957412948 PM .9/5.4 FED. AID NO. N O N E CONVERT WB AUXILIARY LANES AT ------------------------------------------------------------------------------------------------------------------------------------ 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 LF 16.0000 33,760.00 2,110.000 33,760 (TYPE CL-6, WITH PRIVACY SCREEN) 003 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.970 2,910 PREVENTION PLAN 004 TEMPORARY FIBER ROLL LF 3.0000 49,500.00 23,211.000 69,633 005 TEMPORARY GRAVEL BAG BERM LF 7.0000 2,450.00 1,081.000 7,567 006 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 30,000.00 5.010 25,050 007 TEMPORARY CHECK DAM LF 5.0000 5,550.00 30.000 150 008 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 26,250.00 101.000 17,675 009 TEMPORARY HYDRAULIC MULCH SQYD 0.6500 15,340.00 10,990.000 7,143 (BONDED FIBER MATRIX) 010 STREET SWEEPING LS 60,000.0000 60,000.00 0.020 1,200.00 0.980 58,800 011 TEMPORARY CONCRETE WASHOUT BIN EA 1,000.0000 11,000.00 11.000 11,000 012 RAIN EVENT ACTION PLAN EA 500.0000 18,000.00 1.000 500.00 20.000 10,000 013 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 3.000 6,000 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 450.0000 13,500.00 2.000 900.00 5.000 2,250 015 TIME-RELATED OVERHEAD (WDAY) WDAY 3,150.0000 1,890,000.00 20.000 63,000.00 638.000 2,009,700 016 CONSTRUCTION AREA SIGNS LS 140,000.0000 140,000.00 0.990 138,600 017 TRAFFIC CONTROL SYSTEM LS 310,000.0000 310,000.00 0.020 6,200.00 0.980 303,800 018 TYPE III BARRICADE EA 100.0000 2,500.00 50.000 5,000 019 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.0000 1,600.00 543.000 2,715 020 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 47,500.00 198,801.000 49,700 021 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 16,200.00 667.000 20,010 022 TEMPORARY PAVEMENT MARKER EA 3.0000 42,900.00 9,273.000 27,819 PROGRAM CAS145 PAGE 2 DATE 02/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5704 TIME 01:56 PM ESTIMATE NO. 035 BID OPENING 11/29/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 02/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 5,000.0000 5,000.00 0.020 100.00 0.980 4,900 024 TEMPORARY RAILING (TYPE K) LF 8.0000 337,600.00 160.000 1,280.00 39,902.000 319,216 025 TEMPORARY CRASH CUSHION MODULE EA 250.0000 170,000.00 14.000 3,500.00 572.000 143,000 026 TEMPORARY TRAFFIC SCREEN LF 0.5000 19,950.00 160.000 80.00 34,434.000 17,217 027 JOB SITE MANAGEMENT LS 60,000.0000 60,000.00 0.020 1,200.00 0.980 58,800 028 TREATED WOOD WASTE LB 0.7500 36,000.00 43,740.000 32,805 029 NOISE MONITORING LS 2,000.0000 2,000.00 1.000 2,000 030 ABANDON CULVERT (LF) LF 25.0000 41,500.00 1,650.000 41,250 031 ABANDON DRAINAGE FACILITY EA 1,000.0000 1,000.00 1.000 1,000 032 REMOVE CHAIN LINK FENCE LF 5.0000 11,600.00 2,320.000 11,600 033 REMOVE GATE EA 275.0000 1,100.00 4.000 1,100 034 REMOVE METAL BEAM GUARD RAILING LF 8.0000 24,080.00 3,060.500 24,484 035 REMOVE IRRIGATION FACILITY LS 10,000.0000 10,000.00 0.800 8,000 036 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 52,850.00 124,509.000 43,578 037 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 4,860.00 448.000 896 038 REMOVE PAVEMENT MARKER EA 1.0000 11,000.00 4,449.000 4,449 039 REMOVE ROADSIDE SIGN EA 125.0000 11,875.00 95.000 11,875 040 REMOVE SIGN STRUCTURE (EA) EA 6,500.0000 71,500.00 1.000 6,500.00 11.000 71,500 041 REMOVE OVERHEAD SIGN PANEL EA 2,500.0000 12,500.00 5.000 12,500 042 REMOVE BRIDGE MOUNTED SIGN PANEL EA 2,500.0000 7,500.00 3.000 7,500 043 REMOVE DRAINAGE FACILITY (EA) EA 1,000.0000 13,000.00 13.000 13,000 044 REMOVE OVERSIDE DRAIN EA 450.0000 2,700.00 1.000 450.00 6.000 2,700 045 REMOVE CULVERT (LF) LF 30.0000 45,300.00 137.000 4,110.00 1,424.000 42,720 046 REMOVE DOWNDRAIN (EA) EA 1,250.0000 5,000.00 4.000 5,000 047 REMOVE INLET EA 600.0000 16,800.00 27.000 16,200 048 REMOVE RETAINING WALL (CY) CY 65.0000 91,650.00 1,347.000 87,555 049 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 25.0000 4,500.00 175.000 4,375 PROGRAM CAS145 PAGE 3 DATE 02/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5704 TIME 01:56 PM ESTIMATE NO. 035 BID OPENING 11/29/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 02/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE ROCK BLANKET CY 55.0000 33,550.00 904.000 49,720 051 TEMPORARY CONSTRUCTION EASEMENT LS 2,500.0000 2,500.00 1.000 2,500 DEMOLITION REMOVAL LOCATION 1 052 TEMPORARY CONSTRUCTION EASEMENT LS 2,700.0000 2,700.00 1.000 2,700 DEMOLITION REMOVAL LOCATION 2 053 TEMPORARY CONSTRUCTION EASEMENT LS 3,000.0000 3,000.00 1.000 3,000 DEMOLITION REMOVAL LOCATION 3 054 TEMPORARY CONSTRUCTION EASEMENT LS 2,500.0000 2,500.00 1.000 2,500 DEMOLITION REMOVAL LOCATION 4 055 TEMPORARY CONSTRUCTION EASEMENT LS 15,000.0000 15,000.00 1.000 15,000 DEMOLITION REMOVAL LOCATION 5 056 TEMPORARY CONSTRUCTION EASEMENT LS 3,000.0000 3,000.00 1.000 3,000 DEMOLITION REMOVAL LOCATION 6 057 TEMPORARY CONSTRUCTION EASEMENT LS 3,000.0000 3,000.00 1.000 3,000 DEMOLITION REMOVAL LOCATION 7 058 TEMPORARY CONSTRUCTION EASEMENT LS 3,000.0000 3,000.00 1.000 3,000 DEMOLITION REMOVAL LOCATION 8 059 TEMPORARY CONSTRUCTION EASEMENT LS 3,000.0000 3,000.00 1.000 3,000 DEMOLITION REMOVAL LOCATION 9 060 TEMPORARY CONSTRUCTION EASEMENT LS 3,000.0000 3,000.00 1.000 3,000 DEMOLITION REMOVAL LOCATION 10 061 TEMPORARY CONSTRUCTION EASEMENT LS 3,000.0000 3,000.00 1.000 3,000 DEMOLITION REMOVAL LOCATION 11 062 TEMPORARY CONSTRUCTION EASEMENT LS 3,000.0000 3,000.00 1.000 3,000 DEMOLITION REMOVAL LOCATION 12 063 TEMPORARY CONSTRUCTION EASEMENT LS 3,000.0000 3,000.00 1.000 3,000 DEMOLITION REMOVAL LOCATION 13 064 TEMPORARY CONSTRUCTION EASEMENT LS 3,500.0000 3,500.00 1.000 3,500 DEMOLITION REMOVAL LOCATION 14 065 TEMPORARY CONSTRUCTION EASEMENT LS 3,500.0000 3,500.00 1.000 3,500 DEMOLITION REMOVAL LOCATION 15 066 RELOCATE IRRIGATION FACILITIES LS 7,000.0000 7,000.00 0.500 3,500 067 RELOCATE ROADSIDE SIGN EA 225.0000 2,025.00 0.000 0 068 ADJUST INLET EA 1,000.0000 14,000.00 14.000 14,000 069 ADJUST MANHOLE EA 1,200.0000 7,200.00 2.000 2,400 070 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.7500 34,925.00 11,724.000 32,241.00 12,722.000 34,985 071 REMOVE CONCRETE CURB (LF) LF 3.0000 5,280.00 1,811.500 5,434 072 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 20.0000 13,400.00 655.000 13,100 073 REMOVE CONCRETE (CHANNEL) CY 55.0000 7,700.00 131.200 7,216 074 REMOVE CONCRETE BARRIER LF 20.0000 28,000.00 1,394.000 27,880 075 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 2.0000 7,366.00 0.000 0 076 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 65.0000 16,250.00 263.000 17,095 PROGRAM CAS145 PAGE 4 DATE 02/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5704 TIME 01:56 PM ESTIMATE NO. 035 BID OPENING 11/29/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 02/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE SOUND WALL (SQFT) SQFT 2.0000 77,600.00 39,602.000 79,204 078 CAP INLET EA 1,000.0000 8,000.00 8.000 8,000 079 BRIDGE REMOVAL (PORTION) LS 10,000.0000 10,000.00 1.000 10,000 080 BRIDGE REMOVAL (PORTION), LOCATION A LS 45,000.0000 45,000.00 1.000 45,000 081 BRIDGE REMOVAL (PORTION), LOCATION B LS 40,000.0000 40,000.00 1.000 40,000 082 BRIDGE REMOVAL (PORTION), LOCATION C LS 35,000.0000 35,000.00 1.000 35,000 083 BRIDGE REMOVAL (PORTION), LOCATION D LS 30,000.0000 30,000.00 1.000 30,000 084 BRIDGE REMOVAL (PORTION), LOCATION E LS 35,000.0000 35,000.00 1.000 35,000 085 BRIDGE REMOVAL (PORTION), LOCATION F LS 37,500.0000 37,500.00 1.000 37,500 086 CLEARING AND GRUBBING (LS) LS 250,000.0000 250,000.00 1.000 250,000 087 ROADWAY EXCAVATION CY 15.0000 1,054,500.00 1,338.150 20,072.25 70,970.530 1,064,557 088 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 089 STRUCTURE EXCAVATION (BRIDGE) CY 200.0000 337,800.00 1,690.000 338,000 (F) 090 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 551,550.00 19,217.000 576,510 (F) 091 STRUCTURE EXCAVATION (GROUND ANCHOR CY 150.0000 1,650.00 11.000 1,650 (F) WALL) 092 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 120,200.00 1,113.000 111,300 (F) 093 STRUCTURE BACKFILL (RETAINING WALL) CY 25.0000 430,975.00 17,187.000 429,675 (F) 094 STRUCTURE BACKFILL (CHANNEL) CY 20.0000 7,020.00 350.100 7,002 (F) 095 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 100.0000 500.00 5.000 500 (F) 096 SAND BACKFILL CY 95.0000 23,750.00 149.900 14,240 097 CONCRETE BACKFILL CY 125.0000 5,375.00 45.100 5,637 (F) 098 IMPORTED BORROW (CY) CY 20.0000 96,200.00 4,810.000 96,200 099 ROADSIDE CLEARING LS 25,000.0000 25,000.00 0.050 1,250.00 0.950 23,750 100 ROCK BLANKET SQYD 150.0000 3,450.00 0.000 0 101 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 3,200.00 2.000 1,600 102 MAINTAIN EXISTING PLANTED AREAS LS 40,000.0000 40,000.00 0.300 12,000 103 CHECK AND TEST EXISTING IRRIGATION LS 10,000.0000 10,000.00 1.000 10,000 FACILITIES PROGRAM CAS145 PAGE 5 DATE 02/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5704 TIME 01:56 PM ESTIMATE NO. 035 BID OPENING 11/29/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 02/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MAINTAIN EXISTING IRRIGATION FACILITIES LS 20,000.0000 20,000.00 0.900 18,000 105 CONTROL AND NEUTRAL CONDUCTORS LS 5,000.0000 5,000.00 0.600 3,000 106 3/4" ELECTRIC REMOTE CONTROL VALVE EA 260.0000 1,040.00 3.000 780 107 3" GALVANIZED STEEL PIPE LF 200.0000 16,000.00 0.000 0 (F) (SUPPLY LINE ON BRIDGE) 108 SPRINKLER (TYPE A-5) EA 25.0000 1,125.00 0.000 0 109 SPRINKLER (TYPE A-7) EA 30.0000 270.00 0.000 0 110 SPRINKLER (TYPE C-1) EA 12.0000 144.00 12.000 144 111 1 1/2" GATE VALVE EA 120.0000 360.00 1.000 120 112 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY EA 2.7500 3,410.00 400.000 1,100 (F) LINE) 113 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 3.0000 3,060.00 60.000 180 (F) (SUPPLY LINE) 114 2" PLASTIC PIPE (SCHEDULE 40) LF 3.0000 6,600.00 1,420.000 4,260 (F) (SUPPLY LINE) 115 BALL VALVE EA 230.0000 1,150.00 5.000 1,150 116 8" CORRUGATED HIGH DENSITY LF 100.0000 7,000.00 159.000 15,900 (F) POLYETHYLENE PIPE CONDUIT 117 HYDROMULCH SQFT 0.0300 9,300.00 0.000 0 118 HYDROSEED SQFT 0.0300 9,300.00 0.000 0 119 CLASS 2 AGGREGATE SUBBASE CY 45.0000 182,250.00 356.600 16,047.00 3,762.880 169,329 120 CLASS 2 AGGREGATE BASE (CY) CY 25.0000 470,000.00 20,864.030 521,600 121 AGGREGATE BASE (APPROACH SLAB) CY 15.0000 315.00 13.230 198 122 LEAN CONCRETE BASE CY 125.0000 211,250.00 1,394.000 174,250 123 LEAN CONCRETE BASE RAPID SETTING CY 205.0000 235,750.00 243.600 49,938.00 1,353.900 277,549 124 ASPHALT TREATED PERMEABLE BASE CY 150.0000 216,000.00 258.000 38,700.00 1,446.610 216,991 125 CEMENT TREATED PERMEABLE BASE CY 75.0000 13,500.00 144.000 10,800 126 SLURRY SEAL TON 400.0000 52,000.00 0.000 0 127 PREPAVING PROFILOGRAPH LS 2,600.0000 2,600.00 0.500 1,300 128 PREPAVING GRINDING DAY EA 7,500.0000 22,500.00 0.000 0 129 HOT MIX ASPHALT TON 65.0000 1,131,000.00 1,287.960 83,717.40 16,709.910 1,086,144 130 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 80.0000 698,400.00 7,958.140 636,651.20 8,158.750 652,700 PROGRAM CAS145 PAGE 6 DATE 02/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5704 TIME 01:56 PM ESTIMATE NO. 035 BID OPENING 11/29/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 02/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 85.0000 37,400.00 0.000 0 132 DATA CORE LS 10,000.0000 10,000.00 0.000 0 133 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.0000 540.00 0.000 0 134 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 1,060.00 0.000 0 135 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 13,340.00 0.000 0 136 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 660.00 0.000 0 137 PLACE HOT MIX ASPHALT SQYD 25.0000 7,000.00 0.000 0 (MISCELLANEOUS AREA) 138 TACK COAT TON 650.0000 9,750.00 17.036 11,073 139 JOINTED PLAIN CONCRETE PAVEMENT CY 165.0000 829,950.00 3,861.570 637,159 140 JOINTED PLAIN CONCRETE PAVEMENT CY 300.0000 981,000.00 755.150 226,545.00 3,532.950 1,059,885 (RAPID STRENGTH CONCRETE) 141 SEAL PAVEMENT JOINT LF 2.0000 14,300.00 0.000 0 142 SEAL ISOLATION JOINT LF 12.0000 104,160.00 0.000 0 143 GROUND ANCHOR (SUBHORIZONTAL) EA 7,500.0000 75,000.00 10.000 75,000 144 32" PERMANENT STEEL CASING LF 125.0000 1,000.00 8.000 1,000 145 60" PERMANENT STEEL CASING LF 650.0000 6,500.00 9.400 6,110 146 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 60.0000 1,008,660.00 16,729.050 1,003,743 147 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 40.0000 68,240.00 1,992.900 79,716 148 18" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 40.0000 62,160.00 1,158.000 46,320 149 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 400.0000 179,600.00 450.000 180,000 (F) 150 STRUCTURAL CONCRETE, BRIDGE CY 1,000.0000 870,000.00 28.000 28,000.00 870.000 870,000 (F) 151 STRUCTURAL CONCRETE, RETAINING WALL CY 550.0000 2,932,050.00 5,361.000 2,948,550 (F) 152 STRUCTURAL CONCRETE, APPROACH SLAB CY 700.0000 100,100.00 143.000 100,100 (F) (TYPE N) 153 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,500.0000 42,000.00 25.560 38,340 (TYPE R) 154 STRUCTURAL CONCRETE, BOX CULVERT CY 650.0000 943,150.00 1,450.500 942,825 (F) 155 MINOR CONCRETE (MINOR STRUCTURE) CY 1,250.0000 302,500.00 199.570 249,462 (F) 156 ARCHITECTURAL TREATMENT SQFT 20.0000 111,220.00 5,561.000 111,220 (F) 157 FRACTURED RIB TEXTURE SQFT 5.0000 209,900.00 42,057.000 210,285 (F) PROGRAM CAS145 PAGE 7 DATE 02/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5704 TIME 01:56 PM ESTIMATE NO. 035 BID OPENING 11/29/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 02/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 DRILL AND BOND DOWEL LF 25.0000 41,225.00 1,395.000 34,875 159 FURNISH PRECAST PRESTRESSED CONCRETE EA 10,000.0000 60,000.00 6.000 60,000 RECTANGULAR GIRDER (70'-80') 160 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 30,000.00 2.000 30,000 TRAPEZOIDAL GIRDER (70'-80') 161 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 60.0000 146,820.00 2,447.000 146,820 SLAB (TYPE SIII) 162 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 60.0000 87,720.00 1,462.000 87,720 SLAB (TYPE SIV) (MODIFIED) 163 ERECT PRECAST PRESTRESSED CONCRETE EA 2,000.0000 16,000.00 8.000 16,000 (F) GIRDER 164 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 1,250.0000 45,000.00 36.000 45,000 (F) UNIT 165 REFINISH BRIDGE DECK SQFT 35.0000 10,150.00 145.000 5,075 166 FURNISH POLYESTER CONCRETE OVERLAY CF 80.0000 36,880.00 0.000 0 167 PLACE POLYESTER CONCRETE OVERLAY SQFT 6.0000 22,098.00 0.000 0 (F) 168 SOUND WALL (MASONRY BLOCK) SQFT 15.0000 532,125.00 36,633.000 549,495 (F) 169 JOINT SEAL (MR 1/2") LF 25.0000 8,575.00 0.000 0 170 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 348,330.00 351,020.000 351,020 (F) 171 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 734,987.00 735,508.000 735,508 (F) 172 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 298,837.00 298,837.000 298,837 (F) 173 HEADED BAR REINFORCEMENT EA 10.0000 14,950.00 1,508.000 15,080 (F) 174 STRUCTURAL SHOTCRETE CY 800.0000 6,400.00 8.000 6,400 (F) 175 ASPHALT MEMBRANE WATERPROOFING SQFT 60.0000 51,120.00 852.000 51,120 (F) 176 COLUMN CASING LB 7.0000 574,000.00 82,000.000 574,000 (F) 177 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.5000 208,110.00 138,740.000 208,110 (F) 178 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.5000 69,370.00 138,740.000 69,370 (F) 179 FURNISH SIGN STRUCTURE (TRUSS) LB 3.5000 875,000.00 36,979.000 129,426.50 250,000.000 875,000 (F) 180 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 62,500.00 36,979.000 9,244.75 250,000.000 62,500 (F) 181 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 7.0000 17,724.00 2,532.000 17,724 (F) WITHOUT WALKWAY) 182 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 2.5000 6,330.00 2,532.000 6,330 (F) WITHOUT WALKWAY) 183 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 25.0000 85,000.00 1,467.000 36,675 184 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 30.0000 5,700.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 02/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5704 TIME 01:56 PM ESTIMATE NO. 035 BID OPENING 11/29/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 02/23/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 17.0000 9,690.00 0.000 0 (0.063"-UNFRAMED) 186 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 11,200.00 0.000 0 (0.080"-UNFRAMED) 187 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 5,220.00 0.000 0 (0.063"-FRAMED) 188 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 380.00 0.000 0 (0.080"-FRAMED) 189 16" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 65.0000 12,350.00 186.400 12,116 (SIGN FOUNDATION) 190 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 750.0000 75,000.00 91.500 68,625 (SIGN FOUNDATION) 191 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 850.0000 153,000.00 7.000 5,950.00 170.500 144,925 (SIGN FOUNDATION) 192 METAL (RAIL MOUNTED SIGN) LB 12.0000 12,240.00 0.000 0 193 ROADSIDE SIGN - ONE POST EA 230.0000 15,410.00 12.000 2,760 194 ROADSIDE SIGN - TWO POST EA 500.0000 3,000.00 0.000 0 195 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 2,100.00 0.000 0 METHOD) 196 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 10.0000 5,500.00 0.000 0 197 INSTALL ROADWAY SIGN PANEL EA 500.0000 2,500.00 0.000 0 198 ABUTMENT LUMBER BLOCKING MFBM 9,500.0000 42,750.00 4.500 42,750 (F) 199 CLEAN AND PAINT STRUCTURAL STEEL LS 75,000.0000 75,000.00 0.300 22,500 200 18" ALTERNATIVE PIPE CULVERT LF 50.0000 39,000.00 711.800 35,590 201 24" ALTERNATIVE PIPE CULVERT LF 50.0000 213,000.00 137.500 6,875.00 4,200.200 210,010 202 36" ALTERNATIVE PIPE CULVERT LF 100.0000 16,000.00 158.300 15,830 203 4" PLASTIC PIPE LF 25.0000 6,000.00 60.000 1,500 204 24" REINFORCED CONCRETE PIPE LF 180.0000 3,600.00 10.500 1,890 205 18" BITUMINOUS COATED CORRUGATED STEEL LF 150.0000 7,500.00 44.700 6,705 PIPE (.064" THICK) 206 24" BITUMINOUS COATED CORRUGATED STEEL LF 115.0000 10,350.00 85.500 9,832 PIPE (.064" THICK) 207 18" BITUMINOUS COATED SLOTTED CORRUGATED LF 95.0000 13,300.00 0.000 0 STEEL PIPE (.064" THICK) 208 3" PLASTIC PIPE (EDGE DRAIN) LF 18.0000 162,720.00 1,208.000 21,744.00 9,040.000 162,720 209 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 30.0000 25,200.00 425.000 12,750.00 840.000 25,200 210 DRAINAGE INLET MARKER EA 100.0000 200.00 0.000 0 211 36" CORRUGATED STEEL PIPE INLET LF 475.0000 8,550.00 18.200 8,645 (.138" THICK) PROGRAM CAS145 PAGE 9 DATE 02/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5704 TIME 01:56 PM ESTIMATE NO. 035 BID OPENING 11/29/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 02/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 18" ALTERNATIVE FLARED END SECTION EA 500.0000 2,000.00 3.000 1,500 213 24" ALTERNATIVE FLARED END SECTION EA 535.0000 1,070.00 2.000 1,070 214 36" PRECAST CONCRETE PIPE RISER LF 575.0000 12,075.00 19.100 10,982 215 12" ALTERNATIVE PIPE RISER LF 95.0000 2,090.00 21.800 2,071 216 ROCK SLOPE PROTECTION CY 225.0000 22,275.00 94.100 21,172 (F) (FACING, METHOD B) (CY) 217 CONCRETE (CHANNEL LINING) CY 550.0000 148,500.00 269.000 147,950 218 SLOPE PAVING (CONCRETE) CY 700.0000 61,600.00 80.000 56,000 219 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 6.0000 2,040.00 314.500 1,887 220 MINOR CONCRETE (CURB) (CY) CY 650.0000 71,500.00 126.440 82,186 221 MINOR CONCRETE (GUTTER) (CY) CY 570.0000 28,500.00 56.970 32,472 222 DETECTABLE WARNING SURFACE SQFT 50.0000 3,000.00 0.000 0 223 MINOR CONCRETE (STAMPED CONCRETE) SQFT 8.0000 13,360.00 1,667.600 13,340 224 MINOR CONCRETE (PATTERNED) CY 700.0000 119,000.00 0.000 0 225 MINOR CONCRETE (SIDEWALK) CY 425.0000 34,000.00 70.930 30,145 226 MINOR CONCRETE (CURB RAMP) CY 650.0000 2,600.00 3.900 2,535 227 MISCELLANEOUS IRON AND STEEL LB 1.0000 49,013.00 46,562.000 46,562 (F) 228 MISCELLANEOUS METAL (BRIDGE) LB 4.0000 53,880.00 13,470.000 53,880 (F) 229 CHAIN LINK FENCE (TYPE CL-4) LF 10.0000 6,900.00 688.000 6,880 230 CHAIN LINK FENCE (TYPE CL-6) LF 12.0000 11,880.00 537.000 6,444 231 4' CHAIN LINK GATE (TYPE CL-6) EA 500.0000 1,000.00 0.000 0 232 10' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 2,000.00 1.000 1,000 233 GUARD RAILING DELINEATOR EA 20.0000 1,600.00 0.000 0 234 METAL BEAM GUARD RAILING (WOOD POST) LF 30.0000 18,900.00 125.000 3,750 235 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.0000 58,500.00 0.000 0 236 CHAIN LINK RAILING (TYPE 7) LF 150.0000 36,600.00 244.000 36,600.00 244.000 36,600 (F) 237 PEDESTRIAN BARRICADE EA 1,500.0000 9,000.00 0.000 0 238 CONCRETE BARRIER LF 80.0000 625,600.00 210.000 16,800.00 7,330.000 586,400 PROGRAM CAS145 PAGE 10 DATE 02/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5704 TIME 01:56 PM ESTIMATE NO. 035 BID OPENING 11/29/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 02/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CABLE RAILING LF 30.0000 9,900.00 330.000 9,900 (F) 240 TRANSITION RAILING (TYPE WB) EA 2,500.0000 27,500.00 5.000 12,500.00 9.000 22,500 241 CONCRETE ANCHOR BLOCK CONNECT TO WALL EA 2,500.0000 5,000.00 2.000 5,000 242 END ANCHOR ASSEMBLY (TYPE SFT) EA 2,500.0000 2,500.00 0.000 0 243 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 7,500.00 1.000 2,500.00 3.000 7,500 244 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 20,000.00 4.000 10,000.00 6.000 15,000 245 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 100,000.00 2.050 102,500 246 CONCRETE BARRIER (TYPE 60D) LF 50.0000 9,100.00 182.000 9,100 (F) 247 CONCRETE BARRIER (TYPE 736) LF 75.0000 17,700.00 236.000 17,700 (F) 248 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 60.0000 396,540.00 46.000 2,760.00 6,609.000 396,540 (F) 249 CONCRETE BARRIER (TYPE 736SV) LF 120.0000 186,840.00 1,654.000 198,480 (F) 250 CONCRETE BARRIER (TYPE 742) LF 135.0000 33,210.00 246.000 33,210.00 246.000 33,210 (F) 251 THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 6,465.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 252 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 22,920.00 0.000 0 253 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 11,800.00 0.000 0 254 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 6,808.00 0.000 0 (BROKEN 12-3) 255 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 17,100.00 0.000 0 256 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 700.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 257 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 20,220.00 0.000 0 (BROKEN 36-12) 258 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 3,030.00 0.000 0 (BROKEN 17-7) 259 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 18,160.00 0.000 0 (BROKEN 36-12) 260 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1000 9,170.00 0.000 0 261 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 5,800.00 0.000 0 262 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.4000 17,280.00 0.000 0 263 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 SYSTEM ELEMENTS DURING CONSTRUCTION 264 TEMPORARY ELECTRICAL SERVICE LS 25,000.0000 25,000.00 1.000 25,000 (LOCATION 1) (STAGE 1A.1 AND 1A) 265 TEMPORARY ELECTRICAL SERVICE LS 5,000.0000 5,000.00 1.000 5,000 (LOCATION 2) (STAGE 2A.1 AND 2A) PROGRAM CAS145 PAGE 11 DATE 02/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5704 TIME 01:56 PM ESTIMATE NO. 035 BID OPENING 11/29/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 02/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 TEMPORARY ELECTRICAL SERVICE LS 7,500.0000 7,500.00 1.000 7,500 (LOCATION 3) (STAGE 1A.1 AND 1A) 267 LIGHTING (STAGE CONSTRUCTION) LS 175,000.0000 175,000.00 1.000 175,000 268 LIGHTING AND SIGN ILLUMINATION LS 305,000.0000 305,000.00 0.027 8,235.00 0.872 265,960 269 CHANGEABLE MESSAGE SIGN SYSTEM (LS) LS 25,000.0000 25,000.00 0.046 1,150.00 0.801 20,025 270 ELECTRIC SERVICE (IRRIGATION) LS 4,000.0000 4,000.00 0.460 1,840 271 TRAFFIC MONITORING STATION (LOCATION 1) LS 75,000.0000 75,000.00 0.952 71,400 272 TRAFFIC MONITORING STATION (LOCATION 2) LS 50,000.0000 50,000.00 0.987 49,350 273 CLOSED CIRCUIT TELEVISION SYSTEM LS 10,000.0000 10,000.00 0.658 6,580 274 RAMP METERING SYSTEM (LOCATION 1) LS 95,000.0000 95,000.00 0.888 84,360 275 RAMP METERING SYSTEM (LOCATION 2) LS 110,000.0000 110,000.00 0.002 220.00 0.591 65,010 276 RAMP METERING SYSTEM (LOCATION 3) LS 90,000.0000 90,000.00 0.007 630.00 0.477 42,930 277 RAMP METERING SYSTEM (LOCATION 4) LS 35,000.0000 35,000.00 0.007 245.00 0.634 22,190 278 RAMP METERING SYSTEM (LOCATION 5) LS 110,000.0000 110,000.00 0.003 330.00 0.961 105,710 279 RAMP METERING SYSTEM (LOCATION 6) LS 100,000.0000 100,000.00 0.759 75,900 280 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 25,000.0000 25,000.00 0.869 21,725 281 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 20,000.0000 20,000.00 0.675 13,500 282 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 25,000.0000 25,000.00 0.005 125.00 0.940 23,500 283 MODIFY SIGNAL AND LIGHTING LS 5,000.0000 5,000.00 1.000 5,000 (TEMPORARY LOCATION 1) 284 MODIFY SIGNAL AND LIGHTING LS 10,000.0000 10,000.00 1.000 10,000 (TEMPORARY LOCATION 2) 285 MODIFY SIGNAL AND LIGHTING LS 10,000.0000 10,000.00 1.000 10,000 (TEMPORARY LOCATION 3) 286 MODIFY SIGNAL AND LIGHTING LS 10,000.0000 10,000.00 0.964 9,640 (TEMPORARY LOCATION 4) 287 TEMPORARY COMMUNICATION SYSTEM LS 90,000.0000 90,000.00 0.954 85,860 288 COMMUNICATION SYSTEM LS 100,000.0000 100,000.00 0.541 54,100 289 GUARD POST EA 600.0000 6,000.00 0.000 0 290 SYSTEM TESTING AND DOCUMENTATION LS 10,000.0000 10,000.00 0.000 0 PROGRAM CAS145 PAGE 12 DATE 02/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5704 TIME 01:56 PM ESTIMATE NO. 035 BID OPENING 11/29/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/16 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 02/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,533,477.10 27,302,994.20 ADJUSTMENT OF COMPENSATION 0.00 103,797.35 EXTRA WORK 36,141.42 650,990.31 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,569,618.52 28,057,781.86 291 MOBILIZATION LS 3,145,763.0000 3,145,763.00 1.000 3,145,763 ORIGINAL CONTRACT AMOUNT 31,918,345.00 TOTAL WORK COMPLETED 1,569,618.52 31,203,544.86 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -60,000.00 -135,000.00 TOTAL 1,509,618.52 31,068,544.86 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 02/06/13 600 05/29/13 04/02/13 03/31/16 636 82 44 0 93% 99% PROGRESS IS SATISFACTORY HONG, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 02/23/16