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 07/23/20 EST. NO. 026 TIME 10:46 AM R.E. NAME: GALLARDO, SAM 07-293704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 014 0003 69,197.95 A.C. @ L.S.(+) 072020 N 3 0 69,197.95 TOTAL THIS ESTIMATE 1,532,934.55 TOTAL PREVIOUS ESTIMATE 1,602,132.50 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 07/23/20 EST. NO. 026 TIME 10:46 AM R.E. NAME: GALLARDO, SAM 07-293704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY EEO FHWA 1391 -100,000.00 004 FHWA 1391 100,000.00 005 0.00 0.00 LABOR COMPLIANCE VIOLATION MISS CPR JUNE-NOV 18 -7,000.00 009 MISS CPR JUN-NOV 18 7,000.00 010 NOV18, JUNE/AUG 18 -4,000.00 010 NOV/JUN/AUG -3,000.00 011 NOV18, JUNE/AUG 18 4,000.00 012 CPR MARCH 2019 -2,000.00 015 NOV/JUN/AUG 3,000.00 015 FBS 2019 -1,000.00 016 CPR AUGUST 2019 -2,000.00 017 CPR MARCH 2019 2,000.00 017 FBS 2019 1,000.00 017 CPR AUGUST 2019 2,000.00 018 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 07/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-293704 TIME 10:46 AM ESTIMATE NO. 026 BID OPENING 01/23/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: GALLARDO, SAM DATE OF THIS ESTIMATE 07/23/20 LOCATION PROGRESS ESTIMATE 07-LA-110-8.0/9.0 ----------------- OHL USA, INC IN LOS ANGELES COUNTY, FROM 405/110 1920 MAIN STREET STE 310 INTERCHANGE TO TORRANCE BLVD IRVINE CA 92614 OFF-RAMP FED. AID NO. ACIM-X037(199)E WIDEN SHOULDER & AUXILIARY LANE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 9,000.0000 9,000.00 1.000 9,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.750 7,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,500.0000 1,125,000.00 21.000 52,500.00 514.000 1,285,000 004 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.700 14,000 005 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.020 3,000.00 1.000 150,000 006 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 5,200.00 156.000 6,240 007 TEMPORARY RAILING (TYPE K) LF 11.0000 226,600.00 20,600.000 226,600 008 TEMPORARY CRASH CUSHION MODULE EA 300.0000 57,000.00 173.000 51,900 009 JOB SITE MANAGEMENT LS 36,000.0000 36,000.00 1.000 36,000 010 PREPARE STORM WATER POLLUTION PREVENTION LS 3,500.0000 3,500.00 1.000 3,500 PLAN 011 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 8,750.00 16.000 4,000 012 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000.00 2.000 4,000 013 MOVE-IN/MOVE-OUT EA 765.0000 7,650.00 9.000 6,885 (TEMPORARY EROSION CONTROL) 014 TEMPORARY HYDRAULIC MULCH SQYD 0.2700 3,996.00 0.000 0 015 TEMPORARY COVER SQYD 5.8700 86,876.00 14,702.000 86,300 016 TEMPORARY DRAINAGE INLET PROTECTION EA 255.0000 13,770.00 54.000 13,770 017 TEMPORARY FIBER ROLL LF 2.1100 19,095.50 7,850.000 16,563 018 TEMPORARY SILT FENCE LF 1.9300 12,545.00 6,160.000 11,888 019 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 22,500.00 3.000 13,500 020 STREET SWEEPING LS 65,000.0000 65,000.00 0.020 1,300.00 1.000 65,000 021 TEMPORARY CONCRETE WASHOUT LS 50,000.0000 50,000.00 0.020 1,000.00 1.000 50,000 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5600 5,712.00 6,203.000 3,473 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 07/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-293704 TIME 10:46 AM ESTIMATE NO. 026 BID OPENING 01/23/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: GALLARDO, SAM DATE OF THIS ESTIMATE 07/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 0.5100 12,444.00 19,390.000 9,888 024 REMOVE CONCRETE (CY) CY 88.0000 352.00 4.000 352 025 REMOVE CONCRETE (STRUCTURE) CY 110.0000 2,640.00 22.900 2,519 026 CLEARING AND GRUBBING (LS) LS 175,000.0000 175,000.00 1.000 175,000 027 ROADWAY EXCAVATION CY 24.9400 516,258.00 22,457.200 560,082 028 ROADWAY EXCAVATION (TYPE Y-1) CY 9.8000 70,952.00 7,231.000 70,863 (AERIALLY DEPOSITED LEAD) 029 STRUCTURE EXCAVATION (RETAINING WALL) CY 50.0000 221,500.00 4,430.000 221,500 (F) 030 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 21.0000 5,460.00 260.000 5,460 (F) 031 STRUCTURE EXCAVATION (GROUND ANCHOR CY 79.0000 55,300.00 700.000 55,300 (F) WALL) 032 STRUCTURE BACKFILL (RETAINING WALL) CY 49.2400 238,567.80 4,845.000 238,567 (F) 033 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 31.0000 837.00 27.000 837 (F) 034 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 43.0000 817.00 19.000 817 (F) 035 DITCH EXCAVATION CY 46.0000 3,910.00 10.000 460 036 IMPORTED BORROW (CY) CY 3.5000 9,765.00 2,695.000 9,432 037 ROADSIDE CLEARING LS 10,650.0000 10,650.00 0.720 7,668 038 ROCK BLANKET SQFT 9.0700 497,036.00 5,072.000 46,003.04 52,186.000 473,327 039 SLOW-RELEASE FERTILIZER LB 2.5000 1,400.00 0.000 0 040 PLANT (GROUP H) EA 0.7000 11,900.00 0.000 0 041 PLANT (GROUP B) EA 35.0000 16,450.00 0.000 0 042 PLANT (GROUP U) EA 150.0000 10,500.00 0.000 0 043 MAINTAIN EXISTING PLANTED AREAS LS 6,500.0000 6,500.00 0.720 4,680 044 PLANT ESTABLISHMENT WORK LS 25,000.0000 25,000.00 0.000 0 045 WOOD MULCH CY 47.0000 104,340.00 0.000 0 046 CHECK AND TEST EXISTING IRRIGATION LS 6,000.0000 6,000.00 1.000 6,000 FACILITIES 047 OPERATE EXISTING IRRIGATION FACILITIES LS 6,000.0000 6,000.00 0.760 4,560 048 REMOVE IRRIGATION FACILITY LS 1,000.0000 1,000.00 0.760 760 049 CONTROL AND NEUTRAL CONDUCTORS LS 16,500.0000 16,500.00 0.300 4,950 PROGRAM CAS145 PAGE 3 DATE 07/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-293704 TIME 10:46 AM ESTIMATE NO. 026 BID OPENING 01/23/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: GALLARDO, SAM DATE OF THIS ESTIMATE 07/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 3/4" REMOTE CONTROL VALVE EA 340.0000 1,700.00 3.000 1,020 051 1 1/2" REMOTE CONTROL VALVE EA 450.0000 2,700.00 0.000 0 052 2" REMOTE CONTROL VALVE EA 600.0000 600.00 0.000 0 053 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 50.0000 900.00 0.000 0 054 RISER SPRINKLER ASSEMBLY EA 25.0000 13,750.00 231.000 5,775 055 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.0000 27,988.00 5,047.000 20,188 (F) LINE) 056 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.1500 8,930.80 2,152.000 8,930 (F) LINE) 057 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 4.5000 10,102.50 1,660.000 7,470 (F) (SUPPLY LINE) 058 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.0000 2,560.00 100.000 500 (F) (SUPPLY LINE) 059 2" PLASTIC PIPE (SCHEDULE 40) LF 6.5000 25,252.50 1,451.000 9,431 (F) (SUPPLY LINE) 060 BALL VALVE EA 250.0000 1,500.00 2.000 500 061 8" WELDED STEEL PIPE CONDUIT LF 105.0000 10,500.00 50.000 5,250 062 COMPOST (CY) CY 60.0000 2,040.00 0.000 0 063 INCORPORATE MATERIALS SQFT 0.2500 912.50 0.000 0 064 CLASS 3 AGGREGATE BASE (CY) CY 37.0000 311,910.00 10,114.800 374,247 065 LEAN CONCRETE BASE CY 230.0000 94,300.00 407.040 93,619 066 LEAN CONCRETE BASE RAPID SETTING CY 202.3200 793,094.40 3,729.000 754,451 067 BASE BOND BREAKER SQYD 1.3700 43,840.00 31,915.000 43,723 068 HOT MIX ASPHALT (TYPE A) TON 115.0000 116,150.00 20.800 2,392.00 566.000 65,090 069 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 164.0000 54,120.00 447.640 73,412.96 447.640 73,412 070 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.6000 5,520.00 1,865.000 8,579.00 1,865.000 8,579 071 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.6000 2,070.00 350.000 1,610.00 350.000 1,610 072 PLACE HOT MIX ASPHALT SQYD 80.0000 880.00 0.000 0 (MISCELLANEOUS AREA) 073 TACK COAT TON 1,380.0000 690.00 0.850 1,173.00 0.850 1,173 074 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 29.0000 14,500.00 500.000 14,500.00 500.000 14,500 075 JOINTED PLAIN CONCRETE PAVEMENT CY 275.0000 349,250.00 1,279.260 351,796 076 JOINTED PLAIN CONCRETE PAVEMENT CY 284.5000 3,101,050.00 102.700 29,218.15 12,217.460 3,475,867 (RSC) PROGRAM CAS145 PAGE 4 DATE 07/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-293704 TIME 10:46 AM ESTIMATE NO. 026 BID OPENING 01/23/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: GALLARDO, SAM DATE OF THIS ESTIMATE 07/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 DRILL AND BOND (DOWEL BAR) EA 100.0000 2,400.00 24.000 2,400 078 DRILL AND BOND (TIE BAR) EA 5.6000 127,120.00 23,439.000 131,258 079 ISOLATION JOINT SEAL (PREFORMED LF 7.3100 59,503.40 6,810.000 49,781 COMPRESSION) 080 GROUND ANCHOR (SUBHORIZONTAL) EA 3,243.1700 577,284.26 212.770 690,049 081 RESEARCH GROUND ANCHOR EA 10,700.0000 64,200.00 6.000 64,200 082 SOIL NAIL LF 40.5000 167,062.50 4,125.000 167,062 083 60" CAST-IN-DRILLED-HOLE CONCRETE LF 805.0000 20,125.00 25.000 20,125 PILE (SIGN FOUNDATION) 084 STRUCTURAL CONCRETE, RETAINING WALL CY 489.7800 1,000,130.76 2,042.000 1,000,130 (F) 085 STRUCTURAL CONCRETE, BOX CULVERT CY 1,300.0000 80,600.00 62.060 80,678 (F) 086 STRUCTURAL CONCRETE, HEADWALL CY 3,187.8700 12,751.48 4.000 12,751 (F) 087 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,381.2400 71,824.48 52.000 71,824 (F) 088 STRUCTURAL CONCRETE, FASCIA CY 710.0000 220,100.00 310.000 220,100 (F) 089 MINOR CONCRETE (MINOR STRUCTURE) CY 1,240.0000 107,880.00 87.000 107,880 (F) 090 MINOR CONCRETE (BACKFILL) CY 127.0000 43,434.00 342.000 43,434 (F) 091 CONCRETE SURFACE TEXTURE SQFT 29.0000 142,100.00 4,900.000 142,100 (F) (RIVER ROCK AND BUSH HAMMER) 092 BAR REINFORCING STEEL LB 1.8000 541.80 0.000 0 (F) 093 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0500 296,184.00 282,080.000 296,184 (F) 094 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 8,108.00 8,108.000 8,108 (F) 095 BAR REINFORCING STEEL (FASCIA) LB 1.2000 154,560.00 128,800.000 154,560 (F) 096 STRUCTURAL SHOTCRETE CY 713.0000 220,317.00 309.000 220,317 (F) 097 FURNISH SIGN STRUCTURE (TRUSS) LB 3.8000 161,614.00 42,530.000 161,614 (F) 098 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2200 9,356.60 42,530.000 9,356 (F) 099 REMOVE SIGN STRUCTURE (EA) EA 3,920.0000 7,840.00 2.000 7,840 100 12" REINFORCED CONCRETE PIPE LF 94.0000 22,560.00 236.000 22,184 101 18" REINFORCED CONCRETE PIPE LF 77.0000 16,940.00 280.000 21,560 102 24" REINFORCED CONCRETE PIPE LF 78.0000 96,720.00 1,591.450 124,133 103 27" REINFORCED CONCRETE PIPE LF 285.0000 6,840.00 24.000 6,840 PROGRAM CAS145 PAGE 5 DATE 07/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-293704 TIME 10:46 AM ESTIMATE NO. 026 BID OPENING 01/23/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: GALLARDO, SAM DATE OF THIS ESTIMATE 07/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 GRATED LINE DRAIN LF 130.0000 75,400.00 478.400 62,192 105 36" PRECAST CONCRETE PIPE MANHOLE LF 1,220.0000 9,760.00 8.000 9,760 106 ABANDON PIPELINE (LF) LF 11.0000 5,830.00 529.000 5,819 107 REMOVE PIPE (LF) LF 29.0000 11,890.00 400.400 11,611 108 REMOVE INLET EA 480.0000 10,560.00 22.000 10,560 109 REMOVE HEADWALL EA 1,250.0000 7,500.00 6.000 7,500 110 REMOVE CONCRETE (CHANNEL) CY 110.0000 4,620.00 41.430 4,557 111 SAND BACKFILL CY 68.0000 4,216.00 61.570 4,186 112 REMOVE SLOPE PAVING (SQYD) SQYD 16.0000 32,800.00 2,050.000 32,800 113 CONCRETED-ROCK SLOPE PROTECTION CY 276.0000 16,284.00 36.150 9,977 (F) (FACING, METHOD A) (CY) 114 MINOR CONCRETE (GUTTER) (LF) LF 43.0900 24,561.30 570.000 24,561 115 MINOR CONCRETE (CROSS GUTTER) (RSC) CY 1,171.1900 35,135.70 30.000 35,135.70 30.000 35,135 116 MINOR CONCRETE (CURB AND GUTTER) CY 480.7400 62,496.20 0.000 0 117 MINOR CONCRETE (ISLAND PAVING) CY 680.9500 10,895.20 10.000 6,809 118 REMOVE CONCRETE (CURB AND GUTTER) LF 8.0000 44,080.00 5,510.000 44,080 119 MISCELLANEOUS IRON AND STEEL LB 1.6000 1,040.00 650.000 1,040 (F) 120 MISCELLANEOUS METAL LB 1.5000 25,770.00 17,180.000 25,770 (F) 121 PREPARE AND PAINT CONCRETE SQFT 4.0000 17,200.00 4,300.000 17,200.00 4,300.000 17,200 122 CHAIN LINK FENCE (TYPE CL-6) LF 25.0000 84,500.00 1,728.000 43,200 123 4' CHAIN LINK GATE (TYPE CL-6) EA 1,100.0000 4,400.00 0.000 0 124 CHAIN LINK FENCE LF 41.0000 52,070.00 164.000 6,724 (TYPE CL-8, EXTENSION ARM) 125 REMOVE CHAIN LINK FENCE LF 5.0000 23,250.00 4,899.000 24,495 126 REMOVE PAVEMENT MARKER EA 1.1100 9,568.20 71.000 78.81 2,201.000 2,443 127 DELINEATOR (CLASS 1) EA 38.7000 774.00 0.000 0 128 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.2000 8,866.00 2,413.000 5,308.60 3,331.000 7,328 129 REMOVE ROADSIDE SIGN (WOOD POST) EA 96.9000 3,294.60 34.000 3,294 130 REMOVE ROADSIDE SIGN EA 76.5000 535.50 7.000 535 (STRAP AND SADDLE BRACKET METHOD) PROGRAM CAS145 PAGE 6 DATE 07/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-293704 TIME 10:46 AM ESTIMATE NO. 026 BID OPENING 01/23/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: GALLARDO, SAM DATE OF THIS ESTIMATE 07/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 REMOVE ROADSIDE SIGN PANEL EA 66.3000 198.90 3.000 198 132 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 11.8400 4,854.40 403.300 4,775 FOR RETROREFLECTIVE SHEETING (TYPE XI) 133 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.4200 2,398.20 52.000 593.84 52.000 593 (0.063"-UNFRAMED) 134 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.0000 1,190.00 74.000 518.00 74.000 518 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 135 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.2800 171.36 0.000 0 (0.080"-UNFRAMED) 136 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.5700 1,971.10 82.000 702.74 82.000 702 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 137 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.6900 2,362.80 22.000 433.18 22.000 433 (0.063"-FRAMED) 138 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.2200 3,892.80 77.000 1,248.94 77.000 1,248 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 139 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.3800 5,541.40 233.000 1,253.54 636.300 3,423 140 METAL (BARRIER MOUNTED SIGN) LB 12.7500 14,407.50 453.000 5,775.75 453.000 5,775 141 ROADSIDE SIGN - ONE POST EA 275.4000 10,465.20 13.000 3,580.20 13.000 3,580 142 ROADSIDE SIGN - TWO POST EA 622.2000 4,977.60 2.000 1,244.40 2.000 1,244 143 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 127.5000 3,442.50 0.000 0 METHOD) 144 MIDWEST GUARDRAIL SYSTEM LF 28.5600 51,693.60 220.000 6,283.20 1,380.000 39,412 145 VEGETATION CONTROL (MINOR CONCRETE) SQYD 47.2000 16,048.00 425.000 20,060 146 CABLE RAILING LF 29.5800 9,051.48 306.000 9,051 (F) 147 TRANSITION RAILING (TYPE WB-31) EA 3,570.0000 14,280.00 1.000 3,570.00 3.000 10,710 148 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.7000 1,601.40 1.000 800 149 SOFTSTOP TERMINAL SYSTEM EA 3,570.0000 3,570.00 1.000 3,570 150 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 151 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,570.7500 7,141.50 0.000 0 152 CRASH CUSHION (TYPE SCI-100GM) EA 39,100.7600 78,201.52 1.000 39,100 153 CRASH CUSHION (TYPE SCI-70GM) EA 32,679.0000 32,679.00 1.000 32,679.00 1.000 32,679 154 PORTABLE CONCRETE BARRIER (TYPE 60K) LF 63.3600 12,672.00 134.470 8,520 155 CONCRETE BARRIER (TYPE 60F) LF 405.9900 20,705.49 51.000 20,705 PROGRAM CAS145 PAGE 7 DATE 07/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-293704 TIME 10:46 AM ESTIMATE NO. 026 BID OPENING 01/23/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: GALLARDO, SAM DATE OF THIS ESTIMATE 07/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 CONCRETE BARRIER (TYPE 60) LF 67.0400 72,403.20 612.000 41,028.48 1,295.200 86,830 157 CONCRETE BARRIER (TYPE 60GE) LF 284.8900 128,200.50 562.220 160,170 158 CONCRETE BARRIER (TYPE 732B MODIFIED) LF 250.0800 12,504.00 30.000 7,502.40 50.000 12,504 (F) 159 CONCRETE BARRIER (TYPE 736A) LF 84.9500 189,268.60 2,228.000 189,268 (F) 160 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 154.9100 233,139.55 40.000 6,196.40 1,505.000 233,139 (F) 161 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 60.1700 36,342.68 270.000 16,245.90 833.000 50,121 (F) 162 REMOVE GUARDRAIL LF 6.3500 22,225.00 3,083.000 19,577 163 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6700 49,915.00 17,988.000 12,051.96 81,051.000 54,304 164 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 13,950.00 5,953.000 5,357.70 7,198.000 6,478 165 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8800 3,520.00 0.000 0 (BROKEN 12-3) 166 THERMOPLASTIC PAVEMENT MARKING SQFT 4.9800 10,707.00 1,148.000 5,717.04 1,325.000 6,598 167 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.7500 253.00 0.000 0 (BROKEN 6-1) 168 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 36,190.00 22,322.000 12,277.10 31,463.000 17,304 (BROKEN 36-12) 169 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 1,138.50 0.000 0 (BROKEN 17-7) 170 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3300 32,274.00 35,107.000 11,585 171 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.6500 3,547.50 258.000 425 172 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,068.9700 1,068.97 0.600 641 SYSTEM ELEMENTS DURING CONSTRUCTION 173 SIGNAL AND LIGHTING SYSTEM LS 132,551.7200 132,551.72 0.320 42,416.55 0.690 91,460 174 MODIFYING EXISTING ELECTRICAL SYSTEM LS 641,379.3100 641,379.31 0.141 90,434.48 0.981 629,193 PROGRAM CAS145 PAGE 8 DATE 07/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-293704 TIME 10:46 AM ESTIMATE NO. 026 BID OPENING 01/23/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: GALLARDO, SAM DATE OF THIS ESTIMATE 07/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 591,522.06 15,250,043.88 ADJUSTMENT OF COMPENSATION 69,197.95 350,497.15 EXTRA WORK 0.00 1,251,635.35 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 660,720.01 16,852,176.38 175 MOBILIZATION LS 1,400,000.0000 1,400,000.00 1.000 1,400,000 ORIGINAL CONTRACT AMOUNT 16,579,574.26 TOTAL WORK COMPLETED 660,720.01 18,252,176.38 MATERIALS ON HAND ON SITE -18,578.82 68,296.83 DEDUCTIONS 0.00 0.00 TOTAL 642,141.19 18,320,473.21 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 03/09/18 450 05/29/18 05/29/18 11/13/21 467 67 0 0 95% 100% PROGRESS IS SATISFACTORY GALLARDO, SAM RESIDENT ENGINEER PROGRAM CAS145 DATE 07/23/20