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 06/19/15 EST. NO. 026 TIME 09:17 AM 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 0068 1,368.81 E.W. @ F.A.(+) 020414 N 0110.0 0101 2,602.50 042314 N 0115.0 0102 1,227.25 051914 N 0166.0 0104 1,417.49 052214 N 0168.0 0106 2,867.33 061214 N 0171.0 0127 4,658.21 082014 N 0238.0 0128 1,138.62 081214 N 0239.0 0129 1,441.46 101314 N 0240.0 0130 1,355.13 101714 N 0241.0 0177 3,324.16 030315 N 0350.0 0178 1,504.81 030515 N 0351.0 0179 624.26 031115 N 0352.0 0180 1,452.77 042915 N 0353.0 0183 354.53 012015 Y 0398.0 0184 245.26 012115 Y 0399.0 0185 191.03 012215 Y 0400.0 0186 272.49 021315 Y 0401.0 0188 356.46 022015 Y 0403.0 0189 98.63 040315 Y 0404.0 0190 287.81 040615 Y 0405.0 0191 287.81 040715 Y 0406.0 002 0004 667.80 E.W. @ F.A.(+) 012814 N 0362.0 0005 1,033.23 082514 N 0363.0 0006 445.28 011215 N 0366.0 0007 546.07 021815 N 0367.0 0009 739.87 030315 N 0369.0 0010 1,232.96 032615 N 0370.0 006 0063 713.83 E.W. @ F.A.(+) 011515 Y 0408.0 0064 663.36 021615 Y 0409.0 0065 1,146.88 021915 Y 0410.0 0066 430.08 022015 Y 0411.0 0067 1,174.17 022415 Y 0412.0 009 0009 10,000.00 A.C. @ L.S.(+) 043015 N 0434.0 013 0002 981.08 E.W. @ F.A.(+) 052114 N 0205.0 0004 1,121.84 021915 N 0357.0 0005 279.64 022015 N 0358.0 021 0011 1,303.34 E.W. @ F.A.(+) 011415 Y 0421.0 032 0013 3,410.77 E.W. @ F.A.(+) 030414 N 0378.0 0014 2,031.68 030614 N 0379.0 0015 2,683.90 030714 N 0380.0 0016 3,734.95 031014 N 0381.0 0017 3,978.65 031114 N 0382.0 0018 2,082.77 031214 N 0383.0 0019 2,082.77 031314 N 0384.0 0021 1,137.46 040114 N 106265 0022 1,706.19 040214 N 0387.0 033 0010 540.32 E.W. @ F.A.(+) 111014 N 0306.0 0012 678.35 031714 N 0394.0 0013 787.12 031914 N 0395.0 0016 415.74 021015 Y 0422.0 034 0001 7,506.41 E.W. @ F.A.(+) 060214 N 0169.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 06/19/15 EST. NO. 026 TIME 09:17 AM 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 --------------------------------------------------------------------------- 0006 988.15 031115 N 0354.0 036 0002 3,041.79 E.W. @ F.A.(+) 081514 N 0365.0 037 0010 929.69 E.W. @ F.A.(+) 012915 Y 0423.0 0011 1,513.49 041515 Y 0424.0 039 0003 2,015.49 E.W. @ F.A.(+) 052014 N 0242.0 0006 2,035.41 060614 N 0245.0 042 0002 3,054.00 A.C. @ L.S.(+) 093014 N 0435.0 044 0009 2,052.11 E.W. @ F.A.(+) 021015 N 0307.0 0010 1,967.69 030215 N 0359.0 99,931.15 TOTAL THIS ESTIMATE 252,809.39 TOTAL PREVIOUS ESTIMATE 352,740.54 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 06/19/15 EST. NO. 026 TIME 09:17 AM 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 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 06/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5704 TIME 09:17 AM ESTIMATE NO. 026 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 06/20/15 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 06/19/15 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 49,500.00 240.000 720.00 16,790.000 50,370 005 TEMPORARY GRAVEL BAG BERM LF 7.0000 2,450.00 1,025.000 7,175 006 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 30,000.00 4.520 22,600 007 TEMPORARY CHECK DAM LF 5.0000 5,550.00 30.000 150 008 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 26,250.00 64.000 11,200 009 TEMPORARY HYDRAULIC MULCH SQYD 0.6500 15,340.00 2,478.000 1,610.70 10,990.000 7,143 (BONDED FIBER MATRIX) 010 STREET SWEEPING LS 60,000.0000 60,000.00 0.030 1,800.00 0.750 45,000 011 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 15.000 7,500 013 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 3.000 1,350 015 TIME-RELATED OVERHEAD (WDAY) WDAY 3,150.0000 1,890,000.00 21.000 66,150.00 493.000 1,552,950 016 CONSTRUCTION AREA SIGNS LS 140,000.0000 140,000.00 0.017 2,380.00 0.891 124,740 017 TRAFFIC CONTROL SYSTEM LS 310,000.0000 310,000.00 0.030 9,300.00 0.750 232,500 018 TYPE III BARRICADE EA 100.0000 2,500.00 25.000 2,500 019 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.0000 1,600.00 453.000 2,265 020 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 47,500.00 169,352.000 42,338 021 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 16,200.00 569.000 17,070 022 TEMPORARY PAVEMENT MARKER EA 3.0000 42,900.00 8,949.000 26,847 PROGRAM CAS145 PAGE 2 DATE 06/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5704 TIME 09:17 AM ESTIMATE NO. 026 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 06/20/15 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 06/19/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.030 150.00 0.750 3,750 024 TEMPORARY RAILING (TYPE K) LF 8.0000 337,600.00 28,987.000 231,896 025 TEMPORARY CRASH CUSHION MODULE EA 250.0000 170,000.00 451.000 112,750 026 TEMPORARY TRAFFIC SCREEN LF 0.5000 19,950.00 24,960.000 12,480 027 JOB SITE MANAGEMENT LS 60,000.0000 60,000.00 0.030 1,800.00 0.750 45,000 028 TREATED WOOD WASTE LB 0.7500 36,000.00 43,740.000 32,805 029 NOISE MONITORING LS 2,000.0000 2,000.00 0.870 1,740 030 ABANDON CULVERT (LF) LF 25.0000 41,500.00 435.000 10,875.00 1,368.000 34,200 031 ABANDON DRAINAGE FACILITY EA 1,000.0000 1,000.00 1.000 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 51.000 6,375.00 55.000 6,875 040 REMOVE SIGN STRUCTURE (EA) EA 6,500.0000 71,500.00 9.000 58,500 041 REMOVE OVERHEAD SIGN PANEL EA 2,500.0000 12,500.00 0.000 0 042 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 3.000 3,000.00 9.000 9,000 044 REMOVE OVERSIDE DRAIN EA 450.0000 2,700.00 5.000 2,250 045 REMOVE CULVERT (LF) LF 30.0000 45,300.00 682.000 20,460.00 1,279.000 38,370 046 REMOVE DOWNDRAIN (EA) EA 1,250.0000 5,000.00 2.000 2,500 047 REMOVE INLET EA 600.0000 16,800.00 10.000 6,000.00 19.000 11,400 048 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 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5704 TIME 09:17 AM ESTIMATE NO. 026 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 06/20/15 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 06/19/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 43.000 2,365.00 685.000 37,675 051 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 13.000 13,000.00 13.000 13,000 069 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 97.000 266 071 REMOVE CONCRETE CURB (LF) LF 3.0000 5,280.00 526.000 1,578.00 1,541.500 4,624 072 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 20.0000 13,400.00 126.000 2,520.00 565.000 11,300 073 REMOVE CONCRETE (CHANNEL) CY 55.0000 7,700.00 131.200 7,216 074 REMOVE CONCRETE BARRIER LF 20.0000 28,000.00 1,254.000 25,080 075 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 2.0000 7,366.00 0.000 0 076 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 65.0000 16,250.00 166.000 10,790 PROGRAM CAS145 PAGE 4 DATE 06/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5704 TIME 09:17 AM ESTIMATE NO. 026 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 06/20/15 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 06/19/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 3,000 079 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 0.000 0 081 BRIDGE REMOVAL (PORTION), LOCATION B LS 40,000.0000 40,000.00 0.900 36,000 082 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 14,609.000 219,135.00 41,224.910 618,373 088 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.500 750 089 STRUCTURE EXCAVATION (BRIDGE) CY 200.0000 337,800.00 50.000 10,000.00 1,686.000 337,200 (F) 090 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 551,550.00 18,734.000 562,020 (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 99.000 9,900.00 1,062.000 106,200 (F) 093 STRUCTURE BACKFILL (RETAINING WALL) CY 25.0000 430,975.00 657.000 16,425.00 14,468.000 361,700 (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 30.000 2,850.00 107.300 10,193 097 CONCRETE BACKFILL CY 125.0000 5,375.00 0.000 0 (F) 098 IMPORTED BORROW (CY) CY 20.0000 96,200.00 0.000 0 099 ROADSIDE CLEARING LS 25,000.0000 25,000.00 0.030 750.00 0.750 18,750 100 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 06/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5704 TIME 09:17 AM ESTIMATE NO. 026 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 06/20/15 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 06/19/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.030 600.00 0.750 15,000 105 CONTROL AND NEUTRAL CONDUCTORS LS 5,000.0000 5,000.00 0.100 500 106 3/4" ELECTRIC REMOTE CONTROL VALVE EA 260.0000 1,040.00 0.000 0 107 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 0.000 0 111 1 1/2" GATE VALVE EA 120.0000 360.00 0.000 0 112 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY EA 2.7500 3,410.00 0.000 0 (F) LINE) 113 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 3.0000 3,060.00 20.000 60 (F) (SUPPLY LINE) 114 2" PLASTIC PIPE (SCHEDULE 40) LF 3.0000 6,600.00 50.000 150 (F) (SUPPLY LINE) 115 BALL VALVE EA 230.0000 1,150.00 1.000 230 116 8" CORRUGATED HIGH DENSITY LF 100.0000 7,000.00 27.000 2,700 (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 1,121.000 50,445 120 CLASS 2 AGGREGATE BASE (CY) CY 25.0000 470,000.00 94.000 2,350.00 7,971.030 199,275 121 AGGREGATE BASE (APPROACH SLAB) CY 15.0000 315.00 6.570 98.55 6.570 98 122 LEAN CONCRETE BASE CY 125.0000 211,250.00 201.000 25,125 123 LEAN CONCRETE BASE RAPID SETTING CY 205.0000 235,750.00 0.000 0 124 ASPHALT TREATED PERMEABLE BASE CY 150.0000 216,000.00 673.400 101,010 125 CEMENT TREATED PERMEABLE BASE CY 75.0000 13,500.00 0.000 0 126 SLURRY SEAL TON 400.0000 52,000.00 0.000 0 127 PREPAVING PROFILOGRAPH LS 2,600.0000 2,600.00 0.000 0 128 PREPAVING GRINDING DAY EA 7,500.0000 22,500.00 0.000 0 129 HOT MIX ASPHALT TON 65.0000 1,131,000.00 7,618.200 495,183 130 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 80.0000 698,400.00 200.610 16,048 PROGRAM CAS145 PAGE 6 DATE 06/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5704 TIME 09:17 AM ESTIMATE NO. 026 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 06/20/15 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 06/19/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.220 3,393.00 11.206 7,283 139 JOINTED PLAIN CONCRETE PAVEMENT CY 165.0000 829,950.00 146.070 24,101 140 JOINTED PLAIN CONCRETE PAVEMENT CY 300.0000 981,000.00 0.000 0 (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 16,430.700 985,842 147 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 179,600.00 448.000 179,200 (F) 150 STRUCTURAL CONCRETE, BRIDGE CY 1,000.0000 870,000.00 27.000 27,000.00 793.000 793,000 (F) 151 STRUCTURAL CONCRETE, RETAINING WALL CY 550.0000 2,932,050.00 4,952.000 2,723,600 (F) 152 STRUCTURAL CONCRETE, APPROACH SLAB CY 700.0000 100,100.00 64.000 44,800.00 74.000 51,800 (F) (TYPE N) 153 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,500.0000 42,000.00 12.780 19,170.00 12.780 19,170 (TYPE R) 154 STRUCTURAL CONCRETE, BOX CULVERT CY 650.0000 943,150.00 8.700 5,655.00 857.700 557,505 (F) 155 MINOR CONCRETE (MINOR STRUCTURE) CY 1,250.0000 302,500.00 8.680 10,850.00 51.860 64,825 (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 39,037.000 195,185 (F) PROGRAM CAS145 PAGE 7 DATE 06/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5704 TIME 09:17 AM ESTIMATE NO. 026 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 06/20/15 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 06/19/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,323.000 33,075 159 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 0.000 0 166 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 20,428.000 306,420 (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 33,684.000 33,684.00 317,265.000 317,265 (F) 171 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 734,987.00 680,872.000 680,872 (F) 172 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 298,837.00 190,166.000 190,166 (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 0.000 0 (F) 178 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.5000 69,370.00 0.000 0 (F) 179 FURNISH SIGN STRUCTURE (TRUSS) LB 3.5000 875,000.00 37,271.000 130,448.50 76,446.000 267,561 (F) 180 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 62,500.00 41,170.000 10,292.50 41,170.000 10,292 (F) 181 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 7.0000 17,724.00 0.000 0 (F) WITHOUT WALKWAY) 182 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 2.5000 6,330.00 0.000 0 (F) WITHOUT WALKWAY) 183 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 25.0000 85,000.00 0.000 0 184 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 30.0000 5,700.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 06/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5704 TIME 09:17 AM ESTIMATE NO. 026 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 06/20/15 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 06/19/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 46.000 34,500.00 91.500 68,625 (SIGN FOUNDATION) 191 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 850.0000 153,000.00 50.000 42,500.00 76.250 64,812 (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 0.000 0 200 18" ALTERNATIVE PIPE CULVERT LF 50.0000 39,000.00 23.400 1,170.00 178.500 8,925 201 24" ALTERNATIVE PIPE CULVERT LF 50.0000 213,000.00 494.000 24,700.00 1,012.700 50,635 202 36" ALTERNATIVE PIPE CULVERT LF 100.0000 16,000.00 97.000 9,700 203 4" PLASTIC PIPE LF 25.0000 6,000.00 60.000 1,500 204 24" REINFORCED CONCRETE PIPE LF 180.0000 3,600.00 4.000 720.00 4.000 720 205 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 0.000 0 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 4,990.000 89,820 209 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 30.0000 25,200.00 242.000 7,260 210 DRAINAGE INLET MARKER EA 100.0000 200.00 0.000 0 211 36" CORRUGATED STEEL PIPE INLET LF 475.0000 8,550.00 0.000 0 (.138" THICK) PROGRAM CAS145 PAGE 9 DATE 06/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5704 TIME 09:17 AM ESTIMATE NO. 026 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 06/20/15 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 06/19/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 213 24" ALTERNATIVE FLARED END SECTION EA 535.0000 1,070.00 0.000 0 214 36" PRECAST CONCRETE PIPE RISER LF 575.0000 12,075.00 5.700 3,277.50 5.700 3,277 215 12" ALTERNATIVE PIPE RISER LF 95.0000 2,090.00 12.700 1,206 216 ROCK SLOPE PROTECTION CY 225.0000 22,275.00 17.100 3,847 (F) (FACING, METHOD B) (CY) 217 CONCRETE (CHANNEL LINING) CY 550.0000 148,500.00 266.500 146,575 218 SLOPE PAVING (CONCRETE) CY 700.0000 61,600.00 0.000 0 219 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 6.0000 2,040.00 51.800 310 220 MINOR CONCRETE (CURB) (CY) CY 650.0000 71,500.00 23.500 15,275.00 62.040 40,326 221 MINOR CONCRETE (GUTTER) (CY) CY 570.0000 28,500.00 6.870 3,915 222 DETECTABLE WARNING SURFACE SQFT 50.0000 3,000.00 0.000 0 223 MINOR CONCRETE (STAMPED CONCRETE) SQFT 8.0000 13,360.00 135.700 1,085 224 MINOR CONCRETE (PATTERNED) CY 700.0000 119,000.00 0.000 0 225 MINOR CONCRETE (SIDEWALK) CY 425.0000 34,000.00 42.230 17,947 226 MINOR CONCRETE (CURB RAMP) CY 650.0000 2,600.00 0.000 0 227 MISCELLANEOUS IRON AND STEEL LB 1.0000 49,013.00 2,320.000 2,320.00 2,320.000 2,320 (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 0.000 0 230 CHAIN LINK FENCE (TYPE CL-6) LF 12.0000 11,880.00 0.000 0 231 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 0.000 0 233 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 0.000 0 235 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 0.000 0 (F) 237 PEDESTRIAN BARRICADE EA 1,500.0000 9,000.00 0.000 0 238 CONCRETE BARRIER LF 80.0000 625,600.00 2,892.000 231,360.00 3,892.000 311,360 PROGRAM CAS145 PAGE 10 DATE 06/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5704 TIME 09:17 AM ESTIMATE NO. 026 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 06/20/15 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 06/19/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (F) 240 TRANSITION RAILING (TYPE WB) EA 2,500.0000 27,500.00 0.000 0 241 CONCRETE ANCHOR BLOCK CONNECT TO WALL EA 2,500.0000 5,000.00 0.000 0 242 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 0.000 0 244 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 20,000.00 0.000 0 245 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 100,000.00 0.000 0 246 CONCRETE BARRIER (TYPE 60D) LF 50.0000 9,100.00 0.000 0 (F) 247 CONCRETE BARRIER (TYPE 736) LF 75.0000 17,700.00 0.000 0 (F) 248 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 60.0000 396,540.00 230.000 13,800.00 4,531.000 271,860 (F) 249 CONCRETE BARRIER (TYPE 736SV) LF 120.0000 186,840.00 1,546.000 185,520 (F) 250 CONCRETE BARRIER (TYPE 742) LF 135.0000 33,210.00 0.000 0 (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 0.710 3,550 SYSTEM ELEMENTS DURING CONSTRUCTION 264 TEMPORARY ELECTRICAL SERVICE LS 25,000.0000 25,000.00 0.854 21,350 (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 06/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5704 TIME 09:17 AM ESTIMATE NO. 026 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 06/20/15 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 06/19/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.560 4,200 (LOCATION 3) (STAGE 1A.1 AND 1A) 267 LIGHTING (STAGE CONSTRUCTION) LS 175,000.0000 175,000.00 0.835 146,125 268 LIGHTING AND SIGN ILLUMINATION LS 305,000.0000 305,000.00 0.024 7,320.00 0.311 94,855 269 CHANGEABLE MESSAGE SIGN SYSTEM (LS) LS 25,000.0000 25,000.00 0.037 925 270 ELECTRIC SERVICE (IRRIGATION) LS 4,000.0000 4,000.00 0.230 920 271 TRAFFIC MONITORING STATION (LOCATION 1) LS 75,000.0000 75,000.00 0.859 64,425 272 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 0.022 2,090.00 0.888 84,360 275 RAMP METERING SYSTEM (LOCATION 2) LS 110,000.0000 110,000.00 0.589 64,790 276 RAMP METERING SYSTEM (LOCATION 3) LS 90,000.0000 90,000.00 0.000 0 277 RAMP METERING SYSTEM (LOCATION 4) LS 35,000.0000 35,000.00 0.457 15,995 278 RAMP METERING SYSTEM (LOCATION 5) LS 110,000.0000 110,000.00 0.868 95,480 279 RAMP METERING SYSTEM (LOCATION 6) LS 100,000.0000 100,000.00 0.075 7,500.00 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 0.000 0 282 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 25,000.0000 25,000.00 0.775 19,375 283 MODIFY SIGNAL AND LIGHTING LS 5,000.0000 5,000.00 0.000 0 (TEMPORARY LOCATION 1) 284 MODIFY SIGNAL AND LIGHTING LS 10,000.0000 10,000.00 0.714 7,140 (TEMPORARY LOCATION 2) 285 MODIFY SIGNAL AND LIGHTING LS 10,000.0000 10,000.00 0.942 9,420 (TEMPORARY LOCATION 3) 286 MODIFY SIGNAL AND LIGHTING LS 10,000.0000 10,000.00 0.934 9,340 (TEMPORARY LOCATION 4) 287 TEMPORARY COMMUNICATION SYSTEM LS 90,000.0000 90,000.00 0.554 49,860 288 COMMUNICATION SYSTEM LS 100,000.0000 100,000.00 0.381 38,100 289 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 06/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5704 TIME 09:17 AM ESTIMATE NO. 026 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 06/20/15 R.E. NAME: HONG, JOHN DATE OF THIS ESTIMATE 06/19/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,085,017.75 17,704,014.15 ADJUSTMENT OF COMPENSATION 13,054.00 13,717.64 EXTRA WORK 86,877.15 339,022.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,184,948.90 18,056,754.69 291 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 1,184,948.90 21,202,517.69 MATERIALS ON HAND ON SITE 703,525.47 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,184,948.90 21,906,043.16 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/06/13 600 05/29/13 04/02/13 01/22/16 481 67 32 0 65% 76% PROGRESS IS SATISFACTORY HONG, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 06/19/15