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 02/23/22 EST. NO. 037 TIME 07:50 AM 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 --------------------------------------------------------------------------- 003 0024 3,012.08 A.C. @ L.S.(+) 011922 N R263. 1 012 0001 -263,959.02 A.C. @ U.P.(-) 021722 N R317. 1 -260,946.94 TOTAL THIS ESTIMATE 0 2,993,817.87 TOTAL PREVIOUS ESTIMATE 0 2,732,870.93 TOTAL TO DATE 1 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 0 DATE 02/23/22 EST. NO. 037 TIME 07:50 AM 0 R.E. NAME: LANG, TIM 05-1F75U4 0 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 0 MISS ANNUAL CEM-4401 -10,000.00 011 CRCP THICKNESS -1,035.71 014 RECD ANNUAL CEM-4401 10,000.00 014 CRCP THICKNESS -21,034.80 031 0.00 -22,070.51 0 LABOR COMPLIANCE VIOLATION 0 MISS PAYROLLS -2,000.00 005 MISS PAYROLLS -5,000.00 006 RECD PAYROLLS #05 2,000.00 006 MISS PAYROLLS -10,000.00 007 RECD PAYROLLS 5,000.00 008 RECD PAYROLLS #7 10,000.00 009 MISSING PAYROLL -10,000.00 010 MISS PAYROLL -10,000.00 011 RECD PAYROLLS #10 10,000.00 012 MISS PAYROLLS -10,000.00 017 MISS PAYROLLS -10,000.00 022 RECD PAYROLLS #11 10,000.00 022 MISS PAYROLLS -10,000.00 027 MISS PAYROLLS -10,000.00 032 MISS PAYROLLS -10,000.00 036 RECD PAYROLLS #17 10,000.00 037 10,000.00 -40,000.00 TOTAL DEDUCTIONS 10,000.00 -62,070.51 1PROGRAM CAS145 PAGE DATE 02/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F75U TIME 07:50 AM ESTIMATE NO. 03 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 02/20/2 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 02/23/2 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 $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 001 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 1.000 7,50 002 LEAD COMPLIANCE PLAN (HIGHWAY ONLY) LS 7,500.0000 7,500.00 1.000 7,50 003 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.874 13,11 004 TIME-RELATED OVERHEAD (WDAY) WDAY 6,000.0000 3,900,000.00 20.000 120,000.00 611.000 3,666,00 005 CONSTRUCTION AREA SIGNS LS 80,000.0000 80,000.00 0.009 720.00 0.901 72,08 006 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 0.009 3,150.00 0.783 274,05 007 TYPE III BARRICADE EA 102.3000 5,115.00 29.000 2,96 008 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.8200 755,760.00 302,711.000 853,64 009 CHANNELIZER (SURFACE MOUNTED) EA 60.3500 52,504.50 656.000 39,58 010 PLASTIC TRAFFIC DRUMS EA 35.7200 178.60 0.000 011 TEMPORARY PAVEMENT MARKER EA 11.7400 37,568.00 3,181.000 37,34 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 0.031 620.00 0.893 17,86 013 TEMPORARY RAILING (TYPE K) LF 10.0000 1,150,000.00 105,200.000 1,052,00 014 TEMPORARY CRASH CUSHION MODULE EA 400.0000 192,000.00 392.000 156,80 015 TEMPORARY ALTERNATIVE CRASH CUSHION EA 6,493.5500 32,467.75 5.000 32,46 016 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 0.031 620.00 0.893 17,86 017 PREPARE STORM WATER POLLUTION PREVENTION LS 15,000.0000 15,000.00 0.500 7,50 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 42,000.00 9.000 4,50 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 750.0000 20,250.00 2.000 1,50 020 STORM WATER ANNUAL REPORT EA 2,000.0000 20,000.00 3.000 6,00 021 MOVE-IN/MOVE-OUT EA 787.5000 22,050.00 6.000 4,72 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 0.5000 399,000.00 84,953.300 42,47 (BONDED FIBER MATRIX) 1PROGRAM CAS145 PAGE DATE 02/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F75U TIME 07:50 AM ESTIMATE NO. 03 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 02/20/2 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 02/23/2 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 023 TEMPORARY SOIL BINDER SQYD 0.1900 9,443.00 0.000 024 TEMPORARY CHECK DAM LF 6.5800 9,541.00 1,777.000 11,69 025 TEMPORARY DRAINAGE INLET PROTECTION EA 315.0000 34,650.00 83.000 26,14 026 TEMPORARY FIBER ROLL LF 2.3900 278,435.00 2,914.000 6,96 027 TEMPORARY GRAVEL BAG BERM LF 5.9500 10,710.00 99.000 58 028 TEMPORARY LARGE SEDIMENT BARRIER LF 11.9500 19,120.00 0.000 029 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 54,000.00 3.000 13,50 030 STREET SWEEPING LS 89,000.0000 89,000.00 0.031 2,759.00 0.893 79,47 031 TEMPORARY CONCRETE WASHOUT LS 280,000.0000 280,000.00 0.031 8,680.00 0.893 250,04 032 WORK AREA MONITORING (BRIDGE) LS 31,500.0000 31,500.00 0.000 033 TREATED WOOD WASTE LB 0.0900 26,280.00 0.000 034 BAT AND BIRD EXCLUSION LS 115,000.0000 115,000.00 0.005 575.00 0.855 98,32 035 TEMPORARY HIGH-VISIBILITY FENCE LF 2.4900 10,109.40 4,515.000 11,24 036 CLEARING AND GRUBBING (LS) LS 291,298.2500 291,298.25 0.850 247,60 037 ROADWAY EXCAVATION CY 25.0000 5,625,000.00 169,007.230 4,225,18 038 STRUCTURE EXCAVATION (BRIDGE) CY 200.0000 6,400.00 32.000 6,40 (F) 039 STRUCTURE EXCAVATION (TYPE A) CY 800.0000 2,977,600.00 3,722.000 2,977,60 (F) 040 STRUCTURE BACKFILL (BRIDGE) CY 200.0000 5,800.00 0.000 (F) 041 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 0.9900 278,190.00 220,298.700 218,09 CLASS A2 042 ROCK BLANKET (SQYD) SQYD 432.6000 15,141.00 0.000 043 SOIL AMENDMENT CY 91.1594 629.00 6.900 629.00 6.900 62 044 BIODEGRADABLE RESERVOIR PLANTING SYSTEM EA 38.6300 29,745.10 0.000 045 PLANT (GROUP H) EA 20.6000 8,281.20 0.000 046 PLANT (GROUP A) EA 40.4300 31,131.10 573.000 23,166.39 573.000 23,16 047 PLANT ESTABLISHMENT WORK LS 63,963.0000 63,963.00 0.000 048 10" CORRUGATED HIGH DENSITY LF 25.7500 2,317.50 0.000 POLYETHYLENE PIPE CONDUIT 049 8" WELDED STEEL PIPE CONDUIT LF 46.3500 2,781.00 0.000 1PROGRAM CAS145 PAGE DATE 02/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F75U TIME 07:50 AM ESTIMATE NO. 03 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 02/20/2 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 02/23/2 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 050 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 787.5000 3,150.00 3.000 2,36 051 HYDROSEED SQFT 0.0800 279,280.00 1,874,056.000 149,92 052 COMPOST (CY) CY 31.9300 357,616.00 5,726.510 182,84 053 INCORPORATE MATERIALS SQFT 0.0500 23,230.00 361,300.000 18,06 054 CLASS 1 AGGREGATE SUBBASE CY 27.0000 3,067,200.00 83,286.610 2,248,73 055 CLASS 2 AGGREGATE BASE (CY) CY 150.0000 390,000.00 606.600 90,99 056 LEAN CONCRETE BASE CY 125.0000 1,300,000.00 2,381.000 297,62 057 REPLACE ASPHALT CONCRETE SURFACING CY 2,760.0000 4,692.00 0.000 058 HOT MIX ASPHALT (TYPE A) TON 115.5000 6,872,250.00 2,996.000 346,038.00 46,055.510 5,319,41 059 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 168.0000 1,050,000.00 0.000 060 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 6.0000 900.00 0.000 061 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 44,700.00 0.000 062 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 6.0000 9,000.00 0.000 063 TACK COAT TON 660.0000 48,840.00 0.000 064 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.6800 186,944.00 53,332.000 196,26 065 CONTINUOUSLY REINFORCED CONCRETE CY 253.0000 19,607,500.00 54,719.990 13,844,15 PAVEMENT 066 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 5.5100 285,969.00 0.000 067 GROUND ANCHOR (VERTICAL) EA 5,464.8200 721,356.24 132.000 721,35 068 FURNISH PILING (CLASS 140) LF 69.1000 213,864.50 3,298.360 227,91 (ALTERNATIVE V) 069 DRIVE PILE (CLASS 140) EA 3,970.7300 452,663.22 114.000 452,66 (ALTERNATIVE V) 070 SEAL COURSE CONCRETE CY 1,760.0000 249,920.00 142.172 250,22 071 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,000.0000 272,000.00 272.004 272,00 (F) 072 STRUCTURAL CONCRETE, BRIDGE CY 1,500.0000 892,500.00 41.000 61,500.00 536.090 804,13 (F) 073 STRUCTURAL CONCRETE, BRIDGE CY 2,100.0000 1,980,300.00 59.930 125,853.00 403.600 847,56 (F) (POLYMER FIBER) 074 AGGREGATE BASE (APPROACH SLAB) CY 180.0000 25,020.00 28.040 5,047.20 92.810 16,70 075 STRUCTURAL CONCRETE, APPROACH SLAB CY 929.5000 1,038,251.50 200.560 186,420.52 839.620 780,42 (TYPE R) 076 STRUCTURAL CONCRETE, APPROACH SLAB CY 685.7700 16,458.48 0.000 (F) (TYPE N MODIFIED) 1PROGRAM CAS145 PAGE DATE 02/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F75U TIME 07:50 AM ESTIMATE NO. 03 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 02/20/2 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 02/23/2 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 077 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,001.7800 229,407.62 96.520 96,69 (TYPE R MODIFIED) 078 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,826.1703 28,853.49 6.060 11,06 (F) 079 PAVING NOTCH EXTENSION CF 139.6200 90,334.14 59.250 8,272.49 537.410 75,03 080 DIAPHRAGM BOLSTER EA 13,000.0000 312,000.00 24.000 312,00 081 DRILL AND BOND DOWEL LF 15.0000 183,150.00 2,487.590 37,31 082 CLEAN EXPANSION JOINT LF 10.1700 11,776.86 0.000 083 JOINT SEAL (MR 1/2") LF 39.1800 33,890.70 222.650 8,72 084 JOINT SEAL (MR 1") LF 111.2500 26,811.25 0.000 085 JOINT SEAL (MR 2") LF 104.2800 25,548.60 0.000 086 BAR REINFORCING STEEL (BRIDGE) LB 1.3700 438,658.93 7,253.310 9,937.03 201,428.230 275,95 (F) 087 FURNISH STRUCTURAL STEEL (BRIDGE) LB 2.5000 1,696,600.00 678,640.000 1,696,60 (F) 088 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.4600 312,174.40 678,640.000 312,17 (F) 089 ABUTMENT LUMBER BLOCKING MFBM 12,416.5313 19,866.45 0.000 (F) 090 CLEAN AND PAINT STRUCTURAL STEEL LS 482,984.1500 482,984.15 0.000 091 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 597.4000 183,401.80 310.930 185,74 092 PUBLIC SAFETY PLAN LS 13,415.3700 13,415.37 0.000 093 PLUG EXISTING DECK DRAIN EA 230.0000 3,910.00 0.000 094 CORE AND PRESSURE GROUT DOWEL LF 36.0000 43,272.00 1,126.000 40,53 095 RAPID SETTING CONCRETE (PATCH) CF 68.3800 45,541.08 0.000 096 REMOVE ASPHALT CONCRETE SURFACING SQFT 2.3400 158,911.74 58,743.180 137,45 097 REMOVE UNSOUND CONCRETE CF 125.3600 83,489.76 0.000 098 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.5700 126,765.15 0.000 099 FURNISH POLYESTER CONCRETE OVERLAY CF 79.7800 1,404,447.12 0.000 100 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.3000 493,954.90 0.000 (F) 101 TREAT BRIDGE DECK SQFT 2.2800 17,400.96 0.000 (F) 102 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 68.3800 5,812.30 0.000 103 CORE CONCRETE (1") LF 65.0000 4,160.00 42.680 2,774.20 64.120 4,16 1PROGRAM CAS145 PAGE DATE 02/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F75U TIME 07:50 AM ESTIMATE NO. 03 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 02/20/2 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 02/23/2 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 104 CORE CONCRETE (7") LF 130.0000 65,000.00 523.450 68,04 105 CORE CONCRETE (10") LF 330.0000 33,990.00 111.326 36,73 106 ACCESS OPENING, SOFFIT EA 2,400.0000 67,200.00 10.000 24,000.00 28.000 67,20 107 BRIDGE REMOVAL (PORTION), LOCATION A LS 8,511.7000 8,511.70 0.500 4,25 108 BRIDGE REMOVAL (PORTION), LOCATION B LS 636,511.2200 636,511.22 1.000 636,51 109 CARBON FIBER REINFORCED POLYMER STRIP LF 32.8200 359,379.00 11,892.000 390,29 110 SEAT EXTENDER (PIPE TYPE) LB 5.6700 100,977.03 17,809.000 100,97 111 MISCELLANEOUS METAL LB 19.9500 156,028.95 6,517.500 130,024.13 7,821.000 156,02 (F) (RESTRAINER - CABLE TYPE) 112 18" PLASTIC PIPE LF 250.0000 18,750.00 75.000 18,75 113 24" REINFORCED CONCRETE PIPE LF 380.0000 7,068.00 0.000 114 30" REINFORCED CONCRETE PIPE LF 250.0000 1,000.00 0.000 115 36" REINFORCED CONCRETE PIPE LF 250.0000 750.00 0.000 116 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 280.0000 201,600.00 160.000 44,80 (.064" THICK) 117 12" ENTRANCE TAPER EA 1,300.0000 24,700.00 0.000 118 12" DOWNDRAIN SLIP JOINT EA 1,300.0000 24,700.00 3.000 3,90 119 12" ANCHOR ASSEMBLY EA 1,300.0000 28,600.00 6.000 7,80 120 INLET DEPRESSION EA 1,300.0000 14,300.00 0.000 121 REMOVE DRAINAGE FACILITY (EA) EA 1,300.0000 6,500.00 0.000 122 REMOVE OVERSIDE DRAIN EA 1,300.0000 7,800.00 3.000 3,90 123 REMOVE CULVERT (LF) LF 280.0000 7,000.00 0.000 124 REMOVE DOWNDRAIN (EA) EA 1,300.0000 24,700.00 5.000 6,50 125 REMOVE INLET EA 1,300.0000 9,100.00 0.000 126 ADJUST INLET EA 1,300.0000 18,200.00 0.000 127 ADJUST UTILITY COVER TO GRADE EA 1,300.0000 1,300.00 0.000 128 CONCRETE (DITCH LINING) CY 670.0000 1,407.00 0.000 129 ROCK SLOPE PROTECTION CY 130.0000 24,700.00 37.200 4,83 (1/4 T, CLASS V, METHOD B) (CY) 130 MINOR CONCRETE (CURB) (LF) LF 46.0000 4,508.00 0.000 1PROGRAM CAS145 PAGE DATE 02/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F75U TIME 07:50 AM ESTIMATE NO. 03 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 02/20/2 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 02/23/2 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 131 MINOR CONCRETE (PCC CURB, TYPE E) LF 50.0000 4,250.00 0.000 132 MINOR CONCRETE (PCC DIKE, TYPE E) LF 8.0000 112,800.00 232.000 1,85 133 MINOR CONCRETE (PCC DIKE, TYPE F) LF 9.0000 31,500.00 941.000 8,46 134 MINOR CONCRETE (PCC DIKE, TYPE C) LF 13.0000 6,825.00 75.000 97 135 DETECTABLE WARNING SURFACE SQFT 14.0000 812.00 0.000 136 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 8.0000 370,400.00 16,554.700 132,43 CONCRETE) 137 MINOR CONCRETE (CURB, SIDEWALK AND CY 445.0000 3,560.00 0.000 CURB RAMP) 138 REMOVE CONCRETE (CURB AND GUTTER) LF 9.0000 22,050.00 0.000 139 REMOVE CONCRETE CY 120.0000 1,080.00 0.000 (CURB, GUTTER, AND SIDEWALK) (CY) 140 MISCELLANEOUS IRON AND STEEL LB 3.2000 13,561.60 1,956.000 6,25 (F) 141 MISCELLANEOUS METAL (BRIDGE) LB 18.0000 336,744.00 1,500.000 27,000.00 9,797.000 176,34 (F) 142 SURVEY MONUMENT (TYPE A) EA 550.0000 5,500.00 0.000 143 REMOVE PAVEMENT MARKER EA 2.2600 2,960.60 1,074.000 2,42 144 DELINEATOR (CLASS 1) EA 28.2500 18,362.50 31.000 87 145 GUARD RAILING DELINEATOR EA 22.6000 6,780.00 156.000 3,52 146 PAVEMENT MARKER (RETROREFLECTIVE) EA 9.0400 33,809.60 1,486.000 13,43 147 OBJECT MARKER EA 4.5200 31.64 0.000 148 REMOVE ROADSIDE SIGN EA 231.7500 2,781.00 3.000 69 149 RESET ROADSIDE SIGN (ONE POST) EA 319.3000 319.30 0.000 150 RESET ROADSIDE SIGN EA 319.3000 3,193.00 1.000 31 151 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 6.8100 197.49 0.000 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE X1) 152 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.2800 1,164.80 0.000 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE X1) 153 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0900 239.53 0.000 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE X1) 154 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.6100 365.25 0.000 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE X1) 155 RETROREFLECTIVE SHEETING (TYPE X1) SQFT 3.9300 903.90 0.000 1PROGRAM CAS145 PAGE DATE 02/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F75U TIME 07:50 AM ESTIMATE NO. 03 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 02/20/2 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 02/23/2 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 156 ROADSIDE SIGN - ONE POST EA 437.7500 4,815.25 3.000 1,31 157 POST SLEEVE EA 3,683.7000 66,306.60 6.000 22,10 158 ROADSIDE SIGN - TWO POST EA 690.1000 1,380.20 0.000 159 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 30.9000 27,501.00 523.100 16,16 160 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 31.9300 215,527.50 2,381.000 76,02 161 VEGETATION CONTROL (MINOR CONCRETE) SQYD 61.7400 336,483.00 2,388.000 147,43 162 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 41.2000 36,668.00 890.000 36,66 (STEEL POST) 163 TRANSITION RAILING (TYPE WB-31) EA 4,120.0000 119,480.00 12.000 49,44 164 RAIL TENSIONING ASSEMBLY EA 618.0000 3,708.00 6.000 3,70 165 END ANCHOR ASSEMBLY (TYPE SFT) EA 669.5000 5,356.00 5.000 3,34 166 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,193.0000 41,509.00 6.000 19,15 167 ALTERNATIVE CRASH CUSHION SYSTEM EA 24,205.0000 411,485.00 8.000 193,64 168 CONCRETE BARRIER (TYPE 60MS) LF 59.2300 1,352,813.20 4,931.000 292,06 169 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 272.9500 16,377.00 60.000 16,37 (F) 170 CONCRETE BARRIER (TYPE 836) LF 121.4600 448,551.78 1,868.500 226,94 (F) 171 CONCRETE BARRIER TRANSITION LF 1,503.1700 160,839.19 62.000 93,19 (F) 172 REMOVE GUARDRAIL LF 2.5800 22,110.60 6,185.200 15,95 173 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.2400 95,232.00 59,787.220 74,13 174 12" RUMBLE STRIP STA 112.7100 101,439.00 534.734 60,26 (CONCRETE PAVEMENT) 175 6" TRAFFIC STRIPE (WARRANTY) LF 1.8100 153,488.00 0.000 176 6" YELLOW TRAFFIC STRIPE (WARRANTY) LF 1.8100 135,388.00 0.000 177 6" TRAFFIC STRIPE (WARRANTY) LF 4.5200 8,678.40 0.000 (BROKEN 17-7) 178 6" TRAFFIC STRIPE (WARRANTY) LF 1.1300 67,574.00 0.000 (BROKEN 36-12) 179 8" TRAFFIC STRIPE (WARRANTY) LF 4.5200 35,708.00 0.000 180 PAVEMENT MARKING (WARRANTY) SQFT 11.3000 23,391.00 0.000 181 MODIFYING EXISTING ELECTRICAL SYSTEM LS 641,236.8000 641,236.80 0.292 187,24 1PROGRAM CAS145 PAGE DATE 02/23/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F75U TIME 07:50 AM ESTIMATE NO. 03 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 02/20/2 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 02/23/2 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,087,785.96 47,864,323.7 0 ADJUSTMENT OF COMPENSATION -260,946.94 701,449.6 0 EXTRA WORK 0.00 2,031,421.2 0 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 826,839.02 50,597,194.6 0182 MOBILIZATION LS 7,100,000.0000 7,100,000.00 1.000 7,100,00 0 ORIGINAL CONTRACT AMOUNT 77,787,621.74 0 TOTAL WORK COMPLETED 826,839.02 57,697,194.6 0 MATERIALS ON HAND ON SITE 158,089.9 0 DEDUCTIONS 10,000.00 -62,070.5 0 TOTAL 836,839.02 57,793,214.0 0 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE 0 N O N E 0DATE 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 0 02/11/19 650 04/11/19 04/11/19 05/23/22 615 104 27 0 71% 91% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PROGRESS IS SATISFACTORY LANG, TIM RESIDENT ENGINEER 1 PROGRAM CAS145 PAGE 1 DATE 02/23/22