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 04/22/19 EST. NO. 001 TIME 03:07 PM R.E. NAME: LANG, TIM 05-1F75U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 04/22/19 EST. NO. 001 TIME 03:07 PM R.E. NAME: LANG, TIM 05-1F75U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F75U4 TIME 03:07 PM ESTIMATE NO. 001 BID OPENING 11/08/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/19 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 04/22/19 LOCATION PROGRESS ESTIMATE 05-MON-101-R36.9/47.7 ----------------- OHL USA INC IN MONTEREY COUNTY, IN AND NEAR 1920 MAIN STREET #310 KING CITY FROM 0.4 MILES SOUTH OF IRVINE CA 92614 WILD HORSE ROAD OC TO TEAGUE AVENUE FED. AID NO. 1NHG-Q101(338)E PAVEMENT REHABILITATION, SEISMIC ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 0.000 0 002 LEAD COMPLIANCE PLAN (HIGHWAY ONLY) LS 7,500.0000 7,500.00 0.000 0 003 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.000 0 004 TIME-RELATED OVERHEAD (WDAY) WDAY 6,000.0000 3,900,000.00 10.000 60,000.00 10.000 60,000 005 CONSTRUCTION AREA SIGNS LS 80,000.0000 80,000.00 0.000 0 006 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 0.000 0 007 TYPE III BARRICADE EA 102.3000 5,115.00 0.000 0 008 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.8200 755,760.00 0.000 0 009 CHANNELIZER (SURFACE MOUNTED) EA 60.3500 52,504.50 0.000 0 010 PLASTIC TRAFFIC DRUMS EA 35.7200 178.60 0.000 0 011 TEMPORARY PAVEMENT MARKER EA 11.7400 37,568.00 0.000 0 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 0.000 0 013 TEMPORARY RAILING (TYPE K) LF 10.0000 1,150,000.00 0.000 0 014 TEMPORARY CRASH CUSHION MODULE EA 400.0000 192,000.00 0.000 0 015 TEMPORARY ALTERNATIVE CRASH CUSHION EA 6,493.5500 32,467.75 0.000 0 016 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 0.000 0 017 PREPARE STORM WATER POLLUTION PREVENTION LS 15,000.0000 15,000.00 0.000 0 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 42,000.00 0.000 0 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 750.0000 20,250.00 0.000 0 020 STORM WATER ANNUAL REPORT EA 2,000.0000 20,000.00 0.000 0 021 MOVE-IN/MOVE-OUT EA 787.5000 22,050.00 0.000 0 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 0.5000 399,000.00 0.000 0 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 04/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F75U4 TIME 03:07 PM ESTIMATE NO. 001 BID OPENING 11/08/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/19 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 04/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SOIL BINDER SQYD 0.1900 9,443.00 0.000 0 024 TEMPORARY CHECK DAM LF 6.5800 9,541.00 0.000 0 025 TEMPORARY DRAINAGE INLET PROTECTION EA 315.0000 34,650.00 0.000 0 026 TEMPORARY FIBER ROLL LF 2.3900 278,435.00 0.000 0 027 TEMPORARY GRAVEL BAG BERM LF 5.9500 10,710.00 0.000 0 028 TEMPORARY LARGE SEDIMENT BARRIER LF 11.9500 19,120.00 0.000 0 029 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 54,000.00 0.000 0 030 STREET SWEEPING LS 89,000.0000 89,000.00 0.000 0 031 TEMPORARY CONCRETE WASHOUT LS 280,000.0000 280,000.00 0.000 0 032 WORK AREA MONITORING (BRIDGE) LS 31,500.0000 31,500.00 0.000 0 033 TREATED WOOD WASTE LB 0.0900 26,280.00 0.000 0 034 BAT AND BIRD EXCLUSION LS 115,000.0000 115,000.00 0.000 0 035 TEMPORARY HIGH-VISIBILITY FENCE LF 2.4900 10,109.40 0.000 0 036 CLEARING AND GRUBBING (LS) LS 291,298.2500 291,298.25 0.000 0 037 ROADWAY EXCAVATION CY 25.0000 5,625,000.00 0.000 0 038 STRUCTURE EXCAVATION (BRIDGE) CY 200.0000 6,400.00 0.000 0 (F) 039 STRUCTURE EXCAVATION (TYPE A) CY 800.0000 2,977,600.00 0.000 0 (F) 040 STRUCTURE BACKFILL (BRIDGE) CY 200.0000 5,800.00 0.000 0 (F) 041 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 0.9900 278,190.00 0.000 0 CLASS A2 042 ROCK BLANKET (SQYD) SQYD 432.6000 15,141.00 0.000 0 043 SOIL AMENDMENT CY 91.1594 629.00 0.000 0 044 BIODEGRADABLE RESERVOIR PLANTING SYSTEM EA 38.6300 29,745.10 0.000 0 045 PLANT (GROUP H) EA 20.6000 8,281.20 0.000 0 046 PLANT (GROUP A) EA 40.4300 31,131.10 0.000 0 047 PLANT ESTABLISHMENT WORK LS 63,963.0000 63,963.00 0.000 0 048 10" CORRUGATED HIGH DENSITY LF 25.7500 2,317.50 0.000 0 POLYETHYLENE PIPE CONDUIT 049 8" WELDED STEEL PIPE CONDUIT LF 46.3500 2,781.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 04/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F75U4 TIME 03:07 PM ESTIMATE NO. 001 BID OPENING 11/08/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/19 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 04/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 787.5000 3,150.00 0.000 0 051 HYDROSEED SQFT 0.0800 279,280.00 0.000 0 052 COMPOST (CY) CY 31.9300 357,616.00 0.000 0 053 INCORPORATE MATERIALS SQFT 0.0500 23,230.00 0.000 0 054 CLASS 1 AGGREGATE SUBBASE CY 27.0000 3,067,200.00 0.000 0 055 CLASS 2 AGGREGATE BASE (CY) CY 150.0000 390,000.00 0.000 0 056 LEAN CONCRETE BASE CY 125.0000 1,300,000.00 0.000 0 057 REPLACE ASPHALT CONCRETE SURFACING CY 2,760.0000 4,692.00 0.000 0 058 HOT MIX ASPHALT (TYPE A) TON 115.5000 6,872,250.00 0.000 0 059 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 168.0000 1,050,000.00 0.000 0 060 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 6.0000 900.00 0.000 0 061 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 44,700.00 0.000 0 062 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 6.0000 9,000.00 0.000 0 063 TACK COAT TON 660.0000 48,840.00 0.000 0 064 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.6800 186,944.00 0.000 0 065 CONTINUOUSLY REINFORCED CONCRETE CY 253.0000 19,607,500.00 0.000 0 PAVEMENT 066 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 5.5100 285,969.00 0.000 0 067 GROUND ANCHOR (VERTICAL) EA 5,464.8200 721,356.24 0.000 0 068 FURNISH PILING (CLASS 140) LF 69.1000 213,864.50 0.000 0 (ALTERNATIVE V) 069 DRIVE PILE (CLASS 140) EA 3,970.7300 452,663.22 0.000 0 (ALTERNATIVE V) 070 SEAL COURSE CONCRETE CY 1,760.0000 249,920.00 0.000 0 071 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,000.0000 272,000.00 0.000 0 (F) 072 STRUCTURAL CONCRETE, BRIDGE CY 1,500.0000 892,500.00 0.000 0 (F) 073 STRUCTURAL CONCRETE, BRIDGE CY 2,100.0000 1,980,300.00 0.000 0 (F) (POLYMER FIBER) 074 AGGREGATE BASE (APPROACH SLAB) CY 180.0000 25,020.00 0.000 0 075 STRUCTURAL CONCRETE, APPROACH SLAB CY 929.5000 1,038,251.50 0.000 0 (TYPE R) 076 STRUCTURAL CONCRETE, APPROACH SLAB CY 685.7700 16,458.48 0.000 0 (F) (TYPE N MODIFIED) PROGRAM CAS145 PAGE 4 DATE 04/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F75U4 TIME 03:07 PM ESTIMATE NO. 001 BID OPENING 11/08/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/19 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 04/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,001.7800 229,407.62 0.000 0 (TYPE R MODIFIED) 078 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,826.1703 28,853.49 0.000 0 (F) 079 PAVING NOTCH EXTENSION CF 139.6200 90,334.14 0.000 0 080 DIAPHRAGM BOLSTER EA 13,000.0000 312,000.00 0.000 0 081 DRILL AND BOND DOWEL LF 15.0000 183,150.00 0.000 0 082 CLEAN EXPANSION JOINT LF 10.1700 11,776.86 0.000 0 083 JOINT SEAL (MR 1/2") LF 39.1800 33,890.70 0.000 0 084 JOINT SEAL (MR 1") LF 111.2500 26,811.25 0.000 0 085 JOINT SEAL (MR 2") LF 104.2800 25,548.60 0.000 0 086 BAR REINFORCING STEEL (BRIDGE) LB 1.3700 438,658.93 0.000 0 (F) 087 FURNISH STRUCTURAL STEEL (BRIDGE) LB 2.5000 1,696,600.00 0.000 0 (F) 088 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4600 312,174.40 0.000 0 (F) 089 ABUTMENT LUMBER BLOCKING MFBM 12,416.5313 19,866.45 0.000 0 (F) 090 CLEAN AND PAINT STRUCTURAL STEEL LS 482,984.1500 482,984.15 0.000 0 091 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 597.4000 183,401.80 0.000 0 092 PUBLIC SAFETY PLAN LS 13,415.3700 13,415.37 0.000 0 093 PLUG EXISTING DECK DRAIN EA 230.0000 3,910.00 0.000 0 094 CORE AND PRESSURE GROUT DOWEL LF 36.0000 43,272.00 0.000 0 095 RAPID SETTING CONCRETE (PATCH) CF 68.3800 45,541.08 0.000 0 096 REMOVE ASPHALT CONCRETE SURFACING SQFT 2.3400 158,911.74 0.000 0 097 REMOVE UNSOUND CONCRETE CF 125.3600 83,489.76 0.000 0 098 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.5700 126,765.15 0.000 0 099 FURNISH POLYESTER CONCRETE OVERLAY CF 79.7800 1,404,447.12 0.000 0 100 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.3000 493,954.90 0.000 0 (F) 101 TREAT BRIDGE DECK SQFT 2.2800 17,400.96 0.000 0 (F) 102 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 68.3800 5,812.30 0.000 0 103 CORE CONCRETE (1") LF 65.0000 4,160.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 04/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F75U4 TIME 03:07 PM ESTIMATE NO. 001 BID OPENING 11/08/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/19 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 04/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CORE CONCRETE (7") LF 130.0000 65,000.00 0.000 0 105 CORE CONCRETE (10") LF 330.0000 33,990.00 0.000 0 106 ACCESS OPENING, SOFFIT EA 2,400.0000 67,200.00 0.000 0 107 BRIDGE REMOVAL (PORTION), LOCATION A LS 8,511.7000 8,511.70 0.000 0 108 BRIDGE REMOVAL (PORTION), LOCATION B LS 636,511.2200 636,511.22 0.000 0 109 CARBON FIBER REINFORCED POLYMER STRIP LF 32.8200 359,379.00 0.000 0 110 SEAT EXTENDER (PIPE TYPE) LB 5.6700 100,977.03 0.000 0 111 MISCELLANEOUS METAL LB 19.9500 156,028.95 0.000 0 (F) (RESTRAINER - CABLE TYPE) 112 18" PLASTIC PIPE LF 250.0000 18,750.00 0.000 0 113 24" REINFORCED CONCRETE PIPE LF 380.0000 7,068.00 0.000 0 114 30" REINFORCED CONCRETE PIPE LF 250.0000 1,000.00 0.000 0 115 36" REINFORCED CONCRETE PIPE LF 250.0000 750.00 0.000 0 116 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 280.0000 201,600.00 0.000 0 (.064" THICK) 117 12" ENTRANCE TAPER EA 1,300.0000 24,700.00 0.000 0 118 12" DOWNDRAIN SLIP JOINT EA 1,300.0000 24,700.00 0.000 0 119 12" ANCHOR ASSEMBLY EA 1,300.0000 28,600.00 0.000 0 120 INLET DEPRESSION EA 1,300.0000 14,300.00 0.000 0 121 REMOVE DRAINAGE FACILITY (EA) EA 1,300.0000 6,500.00 0.000 0 122 REMOVE OVERSIDE DRAIN EA 1,300.0000 7,800.00 0.000 0 123 REMOVE CULVERT (LF) LF 280.0000 7,000.00 0.000 0 124 REMOVE DOWNDRAIN (EA) EA 1,300.0000 24,700.00 0.000 0 125 REMOVE INLET EA 1,300.0000 9,100.00 0.000 0 126 ADJUST INLET EA 1,300.0000 18,200.00 0.000 0 127 ADJUST UTILITY COVER TO GRADE EA 1,300.0000 1,300.00 0.000 0 128 CONCRETE (DITCH LINING) CY 670.0000 1,407.00 0.000 0 129 ROCK SLOPE PROTECTION CY 130.0000 24,700.00 0.000 0 (1/4 T, CLASS V, METHOD B) (CY) 130 MINOR CONCRETE (CURB) (LF) LF 46.0000 4,508.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 04/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F75U4 TIME 03:07 PM ESTIMATE NO. 001 BID OPENING 11/08/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/19 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 04/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MINOR CONCRETE (PCC CURB, TYPE E) LF 50.0000 4,250.00 0.000 0 132 MINOR CONCRETE (PCC DIKE, TYPE E) LF 8.0000 112,800.00 0.000 0 133 MINOR CONCRETE (PCC DIKE, TYPE F) LF 9.0000 31,500.00 0.000 0 134 MINOR CONCRETE (PCC DIKE, TYPE C) LF 13.0000 6,825.00 0.000 0 135 DETECTABLE WARNING SURFACE SQFT 14.0000 812.00 0.000 0 136 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 8.0000 370,400.00 0.000 0 CONCRETE) 137 MINOR CONCRETE (CURB, SIDEWALK AND CY 445.0000 3,560.00 0.000 0 CURB RAMP) 138 REMOVE CONCRETE (CURB AND GUTTER) LF 9.0000 22,050.00 0.000 0 139 REMOVE CONCRETE CY 120.0000 1,080.00 0.000 0 (CURB, GUTTER, AND SIDEWALK) (CY) 140 MISCELLANEOUS IRON AND STEEL LB 3.2000 13,561.60 0.000 0 (F) 141 MISCELLANEOUS METAL (BRIDGE) LB 18.0000 336,744.00 0.000 0 (F) 142 SURVEY MONUMENT (TYPE A) EA 550.0000 5,500.00 0.000 0 143 REMOVE PAVEMENT MARKER EA 2.2600 2,960.60 0.000 0 144 DELINEATOR (CLASS 1) EA 28.2500 18,362.50 0.000 0 145 GUARD RAILING DELINEATOR EA 22.6000 6,780.00 0.000 0 146 PAVEMENT MARKER (RETROREFLECTIVE) EA 9.0400 33,809.60 0.000 0 147 OBJECT MARKER EA 4.5200 31.64 0.000 0 148 REMOVE ROADSIDE SIGN EA 231.7500 2,781.00 0.000 0 149 RESET ROADSIDE SIGN (ONE POST) EA 319.3000 319.30 0.000 0 150 RESET ROADSIDE SIGN EA 319.3000 3,193.00 0.000 0 151 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 6.8100 197.49 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE X1) 152 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.2800 1,164.80 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE X1) 153 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0900 239.53 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE X1) 154 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.6100 365.25 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE X1) 155 RETROREFLECTIVE SHEETING (TYPE X1) SQFT 3.9300 903.90 0.000 0 PROGRAM CAS145 PAGE 7 DATE 04/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F75U4 TIME 03:07 PM ESTIMATE NO. 001 BID OPENING 11/08/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/19 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 04/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 ROADSIDE SIGN - ONE POST EA 437.7500 4,815.25 0.000 0 157 POST SLEEVE EA 3,683.7000 66,306.60 0.000 0 158 ROADSIDE SIGN - TWO POST EA 690.1000 1,380.20 0.000 0 159 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 30.9000 27,501.00 0.000 0 160 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 31.9300 215,527.50 0.000 0 161 VEGETATION CONTROL (MINOR CONCRETE) SQYD 61.7400 336,483.00 0.000 0 162 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 41.2000 36,668.00 0.000 0 (STEEL POST) 163 TRANSITION RAILING (TYPE WB-31) EA 4,120.0000 119,480.00 0.000 0 164 RAIL TENSIONING ASSEMBLY EA 618.0000 3,708.00 0.000 0 165 END ANCHOR ASSEMBLY (TYPE SFT) EA 669.5000 5,356.00 0.000 0 166 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,193.0000 41,509.00 0.000 0 167 ALTERNATIVE CRASH CUSHION SYSTEM EA 24,205.0000 411,485.00 0.000 0 168 CONCRETE BARRIER (TYPE 60MS) LF 59.2300 1,352,813.20 0.000 0 169 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 272.9500 16,377.00 0.000 0 (F) 170 CONCRETE BARRIER (TYPE 836) LF 121.4600 448,551.78 0.000 0 (F) 171 CONCRETE BARRIER TRANSITION LF 1,503.1700 160,839.19 0.000 0 (F) 172 REMOVE GUARDRAIL LF 2.5800 22,110.60 0.000 0 173 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.2400 95,232.00 0.000 0 174 12" RUMBLE STRIP STA 112.7100 101,439.00 0.000 0 (CONCRETE PAVEMENT) 175 6" TRAFFIC STRIPE (WARRANTY) LF 1.8100 153,488.00 0.000 0 176 6" YELLOW TRAFFIC STRIPE (WARRANTY) LF 1.8100 135,388.00 0.000 0 177 6" TRAFFIC STRIPE (WARRANTY) LF 4.5200 8,678.40 0.000 0 (BROKEN 17-7) 178 6" TRAFFIC STRIPE (WARRANTY) LF 1.1300 67,574.00 0.000 0 (BROKEN 36-12) 179 8" TRAFFIC STRIPE (WARRANTY) LF 4.5200 35,708.00 0.000 0 180 PAVEMENT MARKING (WARRANTY) SQFT 11.3000 23,391.00 0.000 0 181 MODIFYING EXISTING ELECTRICAL SYSTEM LS 641,236.8000 641,236.80 0.000 0 PROGRAM CAS145 PAGE 8 DATE 04/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F75U4 TIME 03:07 PM ESTIMATE NO. 001 BID OPENING 11/08/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/19 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 04/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 60,000.00 60,000.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 60,000.00 60,000.00 182 MOBILIZATION LS 7,100,000.0000 7,100,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 77,787,621.74 TOTAL WORK COMPLETED 60,000.00 60,000.00 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 60,000.00 60,000.00 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 02/11/19 900 04/11/19 00/00/00 11/14/22 10 0 0 0 0% 1% PROGRESS IS SATISFACTORY PEND'G DAYS LANG, TIM RESIDENT ENGINEER PROGRAM CAS145 DATE 04/22/19