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 06/20/17 EST. NO. 052 TIME 02:20 PM R.E. NAME: ARABE, JEROME 07-215944 --------------------------------------------------------------------------- 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 0368 541.87 E.W. @ F.A.(+) 030317 N 1878.0 0369 100.87 032717 N 1886.0 0374 418.89 030617 N 1893.0 0375 258.93 040517 N 1894.0 0380 303.32 030917 N 1899.0 0381 389.88 042617 N 1901.0 0383 389.88 042717 Y 1913.0 0384 389.88 042817 Y 1914.0 0385 389.89 051517 Y 1915.0 0386 194.95 051617 Y 1917.0 0387 389.89 051617 Y 1918.0 0388 389.89 051717 Y 1919.0 0389 97.47 051517 Y 1920.0 0390 389.89 051817 Y 1921.0 0391 345.25 051517 Y 1922.0 0392 389.89 051917 Y 1923.0 0393 345.25 051017 Y 1930.0 0394 363.69 031017 Y 1933.0 007 0078 773.48 E.W. @ F.A.(+) 033017 N 1879.0 0079 1,580.52 032117 N 1882.0 0080 994.91 032317 N 1883.0 0081 97.47 040517 Y 1911.0 0082 194.95 050517 Y 1916.0 0083 1,035.72 050417 Y 1929.0 009 0224 345.25 E.W. @ F.A.(+) 042417 Y 1926.0 032 0136 517.88 E.W. @ F.A.(+) 040317 N 1880.0 0137 618.42 031017 N 1881.0 0138 883.47 032417 N 1884.0 0139 353.39 032717 N 1885.0 0140 1,208.35 050317 Y 1925.0 0141 690.50 050517 Y 1927.0 0142 345.25 050917 Y 1928.0 045 0027 577.28 E.W. @ F.A.(+) 042617 Y 1924.0 056 0003 10,767.54 A.C. @ U.P.(+) 053017 N 56-030 100 0005 1,831.78 E.W. @ F.A.(+) 022117 Y 1931.0 103 0008 1,454.15 E.W. @ F.A.(+) 062316 N 1701.0 0012 1,133.36 041516 N 1705.0 0014 1,535.28 042716 N 1707.0 0015 2,070.29 061016 N 1708.0 0016 4,274.27 061516 N 1709.0 0017 5,316.10 061716 N 1710.0 0018 18,707.10 061316 N 1711.0 0019 16,378.24 041316 N 1712.0 0020 22,777.70 041416 N 1713.0 0021 5,652.95 061416 N 1714.0 0024 4,124.61 061716 N 1906.0 0025 4,234.45 061616 N 1907.0 0026 288.50 061716 N 1908.0 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 06/20/17 EST. NO. 052 TIME 02:20 PM R.E. NAME: ARABE, JEROME 07-215944 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 116,852.74 TOTAL THIS ESTIMATE 7,761,584.73 TOTAL PREVIOUS ESTIMATE 7,878,437.47 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 06/20/17 EST. NO. 052 TIME 02:20 PM R.E. NAME: ARABE, JEROME 07-215944 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANNUAL 2013 SOLID WS -10,000.00 011 ANNUAL 2013 SOLID WS 10,000.00 013 CEM 4401 2016 S. W. -10,000.00 047 CEM 4401 2016 S.W. 10,000.00 048 0.00 0.00 LABOR COMPLIANCE VIOLATION OCTOBER MISSING CPRS -5,000.00 020 OCTOBER MISSING CPRS 5,000.00 021 MISSING CPR'S -10,000.00 024 MAR MISSING CPR'S -4,000.00 025 MISSING CPR'S 10,000.00 025 APR MISSING CPR'S -8,000.00 026 MAR MISSING CPR'S 4,000.00 026 MISSING CPRS -10,000.00 035 FEB MISSING CPR'S -8,000.00 037 MISSING SEP CPR'S -10,000.00 044 0.00 -36,000.00 TOTAL DEDUCTIONS 0.00 -36,000.00 PROGRAM CAS145 PAGE 1 DATE 06/20/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 02:20 PM ESTIMATE NO. 052 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/17 R.E. NAME: ARABE, JEROME DATE OF THIS ESTIMATE 06/20/17 LOCATION PROGRESS ESTIMATE 07-LA-5-4.0/5.8 ----------------- SECURITY PAVING COMPANY INC IN LOS ANGELES COUNTY IN NORWALK 13170 TELFAIR AVENUE FROM 0.4 MILE SOUTH OF SAN ANTONIO SYLMAR, CA 91342 DRIVE UNDERCROSSING TO 0.7 MILE NORTH OF PIONEER BOULEVARD UNDERCROSSING FED. AID NO. N O N E ROADWAY WIDENING (SEG 4) ------------------------------------------------------------------------------------------------------------------------------------ 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 9,500.0000 9,500.00 0.250 2,375.00 0.750 7,125 002 TEMPORARY FENCE (TYPE CL-6) LF 13.2500 214,650.00 15,665.000 207,561 003 TEMPORARY FENCE (TYPE ESA) LF 5.0000 1,300.00 119.000 595 004 CONSTRUCTION SITE MANAGEMENT LS 160,000.0000 160,000.00 1.000 160,000 005 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000 PREVENTION PLAN 006 TEMPORARY EROSION CONTROL BLANKET SQYD 2.0000 27,800.00 0.000 0 007 TEMPORARY FIBER ROLL LF 2.7500 33,825.00 250.000 687.50 30,635.000 84,246 008 TEMPORARY SILT FENCE LF 3.0000 19,650.00 -250.000 -750.00 7,613.000 22,839 009 TEMPORARY GRAVEL BAG BERM LF 2.5000 17,000.00 1,481.000 3,702 010 TEMPORARY CONCRETE WASHOUT FACILITY EA 7,000.0000 91,000.00 13.000 91,000 011 TEMPORARY CONSTRUCTION ENTRANCE EA 2,800.0000 98,000.00 40.000 112,000 012 TEMPORARY COVER SQYD 2.5000 48,750.00 27,144.000 67,860 013 MOVE-IN/MOVE-OUT EA 525.0000 5,250.00 2.000 1,050 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 185.0000 24,050.00 135.000 24,975 015 STREET SWEEPING LS 122,000.0000 122,000.00 1.000 122,000 016 TEMPORARY SOIL BINDER SQYD 0.2100 38,850.00 17,218.000 3,615 017 RAIN EVENT ACTION PLAN EA 500.0000 60,000.00 37.000 18,500 018 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 4.000 8,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 310.0000 18,910.00 4.000 1,240 020 TIME-RELATED OVERHEAD (WDAY) WDAY 3,460.0000 3,598,400.00 21.000 72,660.00 1,026.000 3,549,960 021 CONSTRUCTION AREA SIGNS LS 104,400.0000 104,400.00 0.650 67,860 022 TRAFFIC CONTROL SYSTEM LS 294,000.0000 294,000.00 1.000 294,000 PROGRAM CAS145 PAGE 2 DATE 06/20/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 02:20 PM ESTIMATE NO. 052 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/17 R.E. NAME: ARABE, JEROME DATE OF THIS ESTIMATE 06/20/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TYPE II BARRICADE EA 40.0000 21,600.00 89.000 3,560 024 TYPE III BARRICADE EA 80.0000 16,000.00 159.000 12,720 025 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 64,800.00 1,070.000 32,100 026 PORTABLE DELINEATOR EA 18.0000 3,600.00 293.000 5,274 027 TEMPORARY TERMINAL SECTION (TYPE K) EA 4,000.0000 4,000.00 0.000 0 028 TEMPORARY RAILING (TYPE K) LF 13.0500 1,357,200.00 620.000 8,091.00 89,700.000 1,170,585 029 TEMPORARY CRASH CUSHION MODULE EA 185.0000 125,800.00 22.000 4,070.00 464.000 85,840 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5300 14,151.00 6,436.000 3,411 STRIPE (HAZARDOUS WASTE) 031 NOISE MONITORING LS 3,000.0000 3,000.00 0.000 0 032 ABANDON CULVERT (LF) LF 10.0000 33,800.00 2,585.000 25,850 033 ABANDON INLET EA 945.0000 945.00 1.000 945 034 ABANDON SEWER MANHOLE EA 1,680.0000 1,680.00 1.000 1,680 035 ABANDON MANHOLE EA 1,260.0000 1,260.00 1.000 1,260 036 ABANDON SEWER LF 12.6000 31,500.00 2,265.000 28,539 037 REMOVE CHAIN LINK FENCE LF 7.3500 49,759.50 9,169.000 67,392 038 REMOVE METAL BEAM GUARD RAILING LF 14.2000 108,914.00 7,946.500 112,840 039 REMOVE DOUBLE METAL BEAM BARRIER LF 12.9000 131,580.00 975.000 12,577.50 9,284.500 119,770 040 REMOVE FLARED END SECTION EA 250.0000 750.00 3.000 750 041 REMOVE PAINTED TRAFFIC STRIPE LF 0.4200 54,180.00 47,626.000 20,002 042 REMOVE PAINTED PAVEMENT MARKING SQFT 2.1000 1,008.00 1,472.000 3,091 043 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4700 13,160.00 18,671.000 8,775 044 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.1000 1,869.00 206.000 432 045 REMOVE PAVEMENT MARKER EA 1.0500 21,735.00 7,293.000 7,657 046 REMOVE ROADSIDE SIGN EA 131.0000 28,820.00 175.000 22,925 047 REMOVE SIGN STRUCTURE (EA) EA 3,200.0000 28,800.00 1.000 3,200.00 8.000 25,600 048 REMOVE CROSS GUTTER SQYD 5.9000 7,375.00 670.000 3,953 049 REMOVE PIPE (LF) LF 15.7500 122,850.00 7,053.000 111,084 PROGRAM CAS145 PAGE 3 DATE 06/20/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 02:20 PM ESTIMATE NO. 052 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/17 R.E. NAME: ARABE, JEROME DATE OF THIS ESTIMATE 06/20/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE INLET EA 1,470.0000 88,200.00 1.000 1,470.00 40.000 58,800 051 REMOVE SEWER MANHOLE EA 1,680.0000 25,200.00 15.000 25,200 052 REMOVE MANHOLE EA 1,680.0000 13,440.00 7.000 11,760 053 REMOVE RETAINING WALL (LF) LF 14.0000 18,200.00 998.000 13,972 054 REMOVE SEWER PIPE LF 12.6000 3,528.00 0.000 0 055 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 2.8000 35,560.00 12,700.000 35,560 056 RELOCATE ROADSIDE SIGN EA 290.0000 5,220.00 0.000 0 057 ADJUST INLET EA 1,470.0000 10,290.00 0.000 0 058 ADJUST MANHOLE TO GRADE EA 1,050.0000 12,600.00 3.000 3,150 059 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 7,200.00 29.000 232 060 REMOVE CONCRETE (CY) CY 65.0000 109,200.00 24.000 1,560.00 669.720 43,531 061 REMOVE CONCRETE SIDEWALK AND DRIVEWAY SQYD 3.6500 54,750.00 777.000 2,836.05 12,779.000 46,643 062 REMOVE CONCRETE (CURB AND GUTTER) LF 1.8000 106,560.00 2,730.000 4,914.00 46,377.000 83,478 063 REMOVE CONCRETE (CHANNEL) SQYD 7.5000 20,700.00 2,144.000 16,080 064 REMOVE CONCRETE BARRIER LF 5.0000 5,550.00 1,710.000 8,550 065 REMOVE SOUND WALL (LF) LF 8.9000 87,309.00 8,616.000 76,682 066 CAP INLET EA 1,260.0000 21,420.00 1.000 1,260.00 9.000 11,340 067 BRIDGE REMOVAL, LOCATION A LS 147,200.0000 147,200.00 0.350 51,520 068 BRIDGE REMOVAL, LOCATION B LS 149,300.0000 149,300.00 0.650 97,045.00 1.000 149,300 069 BRIDGE REMOVAL, LOCATION C LS 175,600.0000 175,600.00 0.640 112,384.00 1.000 175,600 070 CLEARING AND GRUBBING (LS) LS 396,000.0000 396,000.00 0.870 344,520 071 ROADWAY EXCAVATION CY 11.4500 1,060,270.00 288.000 3,297.60 97,108.380 1,111,890 072 ROADWAY EXCAVATION (TYPE Y-1) CY 12.5000 15,625.00 1,250.000 15,625 (AERIALLY DEPOSITED LEAD) 073 ROADWAY EXCAVATION (TYPE Y-2) CY 12.5000 10,750.00 856.000 10,700 (AERIALLY DEPOSITED LEAD) 074 LEAD COMPLIANCE PLAN LS 7,875.0000 7,875.00 1.000 7,875 075 ADL BURIAL LOCATION REPORT LS 12,500.0000 12,500.00 0.000 0 076 STRUCTURE EXCAVATION (BRIDGE) CY 22.0000 317,680.00 1,425.000 31,350.00 8,780.000 193,160 (F) PROGRAM CAS145 PAGE 4 DATE 06/20/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 02:20 PM ESTIMATE NO. 052 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/17 R.E. NAME: ARABE, JEROME DATE OF THIS ESTIMATE 06/20/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (BOX CULVERT) CY 11.7000 69,790.50 4,755.650 55,641 (F) 078 STRUCTURE EXCAVATION (RETAINING WALL) CY 9.5500 271,544.70 140.000 1,337.00 28,440.000 271,602 (F) 079 STRUCTURE EXCAVATION (TYPE Y-1) CY 18.4000 285,181.60 14,145.000 260,268 (F) (AERIALLY DEPOSITED LEAD) 080 STRUCTURE EXCAVATION (TYPE Y-2) CY 19.4000 358,764.20 15,718.000 304,929 (F) (AERIALLY DEPOSITED LEAD) 081 STRUCTURE BACKFILL (BRIDGE) CY 35.0000 871,500.00 14,174.000 496,090 (F) 082 STRUCTURE BACKFILL (BOX CULVERT) CY 53.6000 128,532.80 2,008.260 107,642 (F) 083 STRUCTURE BACKFILL (RETAINING WALL) CY 19.4000 2,171,733.00 890.000 17,266.00 78,625.000 1,525,325 (F) 084 PERVIOUS BACKFILL MATERIAL (RETAINING CY 71.0000 591,714.00 5,161.000 366,431 (F) WALL) 085 SLURRY CEMENT BACKFILL CY 95.0000 136,895.00 1,224.450 116,322 (F) 086 IMPORTED BORROW (CY) CY 5.0500 2,338,150.00 35,227.830 177,900.54 501,284.200 2,531,485 087 HIGHWAY PLANTING LS 185,500.0000 185,500.00 0.000 0 088 IMPORTED TOPSOIL (CY) CY 40.0000 31,600.00 0.000 0 089 ROCK BLANKET SQYD 71.4000 365,568.00 1,380.000 98,532 090 COMPOST (INCORPORATE) SQYD 5.2500 6,510.00 0.000 0 091 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0900 7,020.00 0.000 0 092 MAINTAIN EXISTING PLANTED AREAS LS 31,500.0000 31,500.00 0.940 29,610 093 PLANT ESTABLISHMENT WORK LS 78,750.0000 78,750.00 0.000 0 094 MAINTAIN EXISTING IRRIGATION FACILITIES LS 31,500.0000 31,500.00 0.940 29,610 095 IRRIGATION SYSTEM LS 432,400.0000 432,400.00 0.442 191,120 096 3" SUPPLY LINE (BRIDGE) LF 76.5000 61,200.00 310.000 23,715 097 IRRIGATION SLEEVE LF 26.2500 39,637.50 797.500 20,934 098 4" PLASTIC PIPE (SCHEDULE 40) LF 30.0000 3,300.00 0.000 0 (SUPPLY LINE) 099 6" CORRUGATED HIGH DENSITY POLYETHYLENE LF 78.7500 37,800.00 0.000 0 PIPE 100 8" CORRUGATED HIGH DENSITY LF 105.0000 7,350.00 0.000 0 POLYETHYLENE PIPE CONDUIT 101 CLASS 3 AGGREGATE BASE (CY) CY 22.3000 2,033,760.00 49,198.560 1,097,127 102 LEAN CONCRETE BASE CY 98.7500 6,675,500.00 25,377.010 2,505,979 103 LEAN CONCRETE BASE CY 315.0000 44,100.00 0.000 0 (RAPID STRENGTH CONCRETE) PROGRAM CAS145 PAGE 5 DATE 06/20/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 02:20 PM ESTIMATE NO. 052 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/17 R.E. NAME: ARABE, JEROME DATE OF THIS ESTIMATE 06/20/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 HOT MIX ASPHALT TON 72.2000 3,739,960.00 37,173.340 2,683,915 105 DATA CORE LS 5,000.0000 5,000.00 0.000 0 106 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 6.0000 2,160.00 0.000 0 107 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 6.0000 4,680.00 0.000 0 108 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 8,220.00 0.000 0 109 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 6.0000 2,820.00 0.000 0 110 PLACE HOT MIX ASPHALT SQYD 14.1500 19,102.50 194.000 2,745 (MISCELLANEOUS AREA) 111 JOINTED PLAIN CONCRETE PAVEMENT CY 134.9000 11,223,680.00 39,197.430 5,287,733 112 JOINTED PLAIN CONCRETE PAVEMENT CY 336.0000 87,360.00 0.000 0 (RAPID STRENGTH CONCRETE) 113 SEAL PAVEMENT JOINT LF 2.5700 465,170.00 0.000 0 114 SEAL ISOLATION JOINT LF 9.1000 254,800.00 0.000 0 115 CRACK EXISTING CONCRETE PAVEMENT SQYD 1.0500 72,660.00 69,200.000 72,660 116 FURNISH STEEL PILING (HP 14 X 89) LF 45.1500 3,191,608.35 37,523.000 1,694,163 117 DRIVE STEEL PILE (HP 14 X 89) EA 735.0000 816,585.00 618.000 454,230 118 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 39.0500 3,612,203.10 67,139.000 2,621,777 119 54" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 324.4500 588,876.75 990.000 321,205 120 84" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 769.6500 755,026.65 436.000 335,567 121 FURNISH PILING (CLASS 90) LF 26.2500 6,530,632.50 2,518.300 66,105.38 171,602.800 4,504,573 (ALTERNATIVE X) 122 DRIVE PILE (CLASS 90) (ALTERNATIVE X) EA 758.0000 5,501,564.00 117.000 88,686.00 7,001.000 5,306,758 123 FURNISH PILING (CLASS 140) LF 26.2500 230,422.50 5,453.500 143,154 (ALTERNATIVE X) 124 DRIVE PILE (CLASS 140) (ALTERNATIVE X) EA 758.0000 169,034.00 223.000 169,034 125 16" CAST-IN-DRILLED-HOLE CONCRETE LF 47.4500 247,689.00 5,095.000 241,757 PILING (SOUND WALL) 126 24" CAST-IN-DRILLED-HOLE CONCRETE LF 43.0500 1,851.15 0.000 0 PILING (SOUND WALL) 127 PRESTRESSING CAST-IN-PLACE CONCRETE LS 293,000.0000 293,000.00 0.600 175,800 128 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 200.0000 788,000.00 2,158.000 431,600 (F) 129 STRUCTURAL CONCRETE, BRIDGE CY 450.0000 6,300,000.00 7,534.700 3,390,615 (F) 130 STRUCTURAL CONCRETE, RETAINING WALL CY 248.0000 10,074,256.00 53.000 13,144.00 37,127.000 9,207,496 (F) PROGRAM CAS145 PAGE 6 DATE 06/20/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 02:20 PM ESTIMATE NO. 052 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/17 R.E. NAME: ARABE, JEROME DATE OF THIS ESTIMATE 06/20/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 STRUCTURAL CONCRETE, APPROACH SLAB CY 545.0000 992,990.00 787.000 428,915 (F) (TYPE N) 132 STRUCTURAL CONCRETE, BOX CULVERT CY 532.0000 712,880.00 1,209.500 643,454 133 MINOR CONCRETE (MINOR STRUCTURE) CY 1,260.0000 1,023,120.00 505.200 636,552 (F) 134 MINOR CONCRETE (BACKFILL) CY 137.0000 84,940.00 677.000 92,749 135 MINOR CONCRETE (SOUND WALL) CY 1,250.0000 3,750.00 0.000 0 136 PILASTER SOUND WALL CY 1,102.0000 325,090.00 196.950 217,038 (F) 137 ARCHITECTURAL TEXTURE SQFT 2.9600 871,039.20 3,000.000 8,880.00 228,692.000 676,928 (F) (SPLIT SLATE - FRACTURED RIB) 138 ARCHITECTURAL TREATMENT SQFT 80.5500 1,698,799.50 13,090.000 1,054,399 (F) (SUNRAY - SPLIT SLATE) 139 ARCHITECTURAL TEXTURE (SPLIT SLATE) SQFT 10.3000 168,765.50 6,200.000 63,860 (F) 140 FURNISH PRECAST PRESTRESSED CONCRETE EA 23,955.0000 143,730.00 6.000 143,730 BULB-TEE GIRDER (80'-90') 141 FURNISH PRECAST PRESTRESSED CONCRETE EA 26,925.0000 1,561,650.00 26.000 700,050 BULB-TEE GIRDER (90'-100') 142 FURNISH PRECAST PRESTRESSED CONCRETE EA 34,750.0000 139,000.00 4.000 139,000 BULB-TEE GIRDER (110'-120') 143 FURNISH PRECAST PRESTRESSED CONCRETE EA 63,500.0000 1,270,000.00 11.000 698,500 WIDE-FLANGE GIRDER (L=158') 144 ERECT PRECAST PRESTRESSED CONCRETE EA 2,000.0000 176,000.00 47.000 94,000 GIRDER 145 SOUND WALL (MASONRY BLOCK) SQFT 11.1500 2,862,082.35 162,829.270 1,815,546 (F) 146 JOINT SEAL (MR 1") LF 68.2500 96,915.00 0.000 0 147 JOINT SEAL (MR 2") LF 89.2500 43,911.00 0.000 0 148 BAR REINFORCING STEEL (BRIDGE) LB 0.8800 3,569,720.00 2,384,004.000 2,097,923 (F) 149 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8600 6,023,179.42 66,500.000 57,190.00 6,374,072.000 5,481,701 (F) 150 BAR REINFORCING STEEL (BOX CULVERT) LB 0.8800 182,522.56 184,820.510 162,642 (F) 151 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.7000 55,460.00 5,907.000 27,762 WITH WALKWAY) 152 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.8500 21,830.00 0.000 0 WITH WALKWAY) 153 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 5.4000 77,830.20 7,432.000 40,132 (F) 154 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.3800 19,889.94 7,432.000 10,256 (F) 155 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0800 893,254.80 124,198.000 506,727 (F) 156 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2600 56,923.10 123,198.000 32,031 (F) 157 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 14.4500 23,409.00 848.400 12,259 PROGRAM CAS145 PAGE 7 DATE 06/20/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 02:20 PM ESTIMATE NO. 052 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/17 R.E. NAME: ARABE, JEROME DATE OF THIS ESTIMATE 06/20/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 23.0500 20,284.00 416.500 9,600 159 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 21.6500 4,113.50 29.300 634 160 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.2000 9,486.00 270.550 2,759 (0.063"-UNFRAMED) 161 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.1000 2,886.00 40.000 444 (0.080"-UNFRAMED) 162 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.7500 2,475.00 29.300 402 (0.063"-FRAMED) 163 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.7500 2,360.00 90.000 1,327 (0.080"-FRAMED) 164 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 440.0000 22,880.00 26.000 11,440 (SIGN FOUNDATION) 165 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 505.0000 70,700.00 45.000 22,725 (SIGN FOUNDATION) 166 METAL (BARRIER/WALL MOUNTED SIGN) LB 16.0000 29,120.00 0.000 0 167 ROADSIDE SIGN - ONE POST (METAL) EA 465.0000 60,450.00 52.000 24,180 168 ROADSIDE SIGN - ONE POST EA 425.0000 14,875.00 18.000 7,650 169 ROADSIDE SIGN - TWO POST EA 950.0000 10,450.00 4.000 3,800 170 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 135.0000 1,350.00 1.000 135 METHOD) 171 INSTALL SIGN PANEL ON SOUND WALL EA 150.0000 600.00 0.000 0 172 INSTALL BRIDGE MOUNTED VERTICAL EA 750.0000 4,500.00 0.000 0 CLEARANCE SIGN 173 PAINT CURB (2-COAT) SQFT 8.0000 880.00 0.000 0 174 10" PLASTIC PIPE LF 26.2500 4,200.00 158.000 4,147 175 12" REINFORCED CONCRETE PIPE LF 58.0000 129,340.00 1,554.800 90,178 176 15" REINFORCED CONCRETE PIPE LF 67.0000 69,010.00 864.000 57,888 177 18" REINFORCED CONCRETE PIPE LF 48.5000 297,790.00 4,171.650 202,325 178 24" REINFORCED CONCRETE PIPE LF 56.5000 444,090.00 4,920.400 278,002 179 30" REINFORCED CONCRETE PIPE LF 79.0000 285,190.00 3,745.000 295,855 180 78" REINFORCED CONCRETE PIPE LF 361.0000 480,130.00 1,330.000 480,130 181 JACKED 24" REINFORCED CONCRETE PIPE LF 520.0000 910,000.00 192.000 99,840 (CLASS II) 182 18" CORRUGATED STEEL PIPE (.109" THICK) LF 45.0000 38,250.00 565.000 25,425 183 18" SLOTTED CORRUGATED STEEL PIPE LF 62.0000 66,960.00 261.500 16,213 (.168" THICK) 184 24" SLOTTED CORRUGATED STEEL PIPE LF 74.5000 31,290.00 0.000 0 (.079" THICK) PROGRAM CAS145 PAGE 8 DATE 06/20/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 02:20 PM ESTIMATE NO. 052 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/17 R.E. NAME: ARABE, JEROME DATE OF THIS ESTIMATE 06/20/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 18" CORRUGATED STEEL PIPE RISER LF 116.0000 6,380.00 33.400 3,874 (.168" THICK) 186 30" CORRUGATED STEEL PIPE RISER LF 330.0000 6,270.00 0.000 0 (.079" THICK) 187 12" WELDED STEEL PIPE (.250" THICK) LF 87.0000 13,050.00 144.000 12,528 188 18" STEEL FLARED END SECTION EA 210.0000 1,890.00 0.000 0 189 12" AUTOMATIC DRAINAGE GATE EA 1,575.0000 1,575.00 1.000 1,575 190 36" PRECAST CONCRETE PIPE MANHOLE LF 1,260.0000 122,220.00 82.620 104,101 191 8" CLAY SEWER PIPE LF 75.5000 207,625.00 1,701.880 128,491 192 6" SEWER PIPE (LATERAL) LF 195.5000 76,245.00 230.000 44,965 193 SEWER MANHOLE FRAME AND COVER EA 840.0000 15,960.00 13.000 10,920 194 CONCRETE SEWER MANHOLE EA 5,040.0000 95,760.00 20.000 100,800 195 ROCK SLOPE PROTECTION CY 150.0000 3,000.00 0.000 0 (FACING, METHOD B) (CY) 196 SLOPE PAVING (SUNRAY - SPLIT SLATE) SQFT 29.1000 360,840.00 0.000 0 (F) 197 GABION CY 200.0000 5,000.00 0.000 0 198 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 15.0000 840.00 0.000 0 199 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 370.0000 1,376,400.00 3,161.350 1,169,699 AND DRIVEWAY) 200 MINOR CONCRETE (TEXTURED PAVING) SQFT 7.0500 181,185.00 0.000 0 201 MINOR CONCRETE (CURB RAMP) CY 532.0000 106,400.00 105.070 55,897 202 MISCELLANEOUS IRON AND STEEL LB 1.4500 173,799.90 46,305.000 67,142 (F) 203 MISCELLANEOUS METAL (BRIDGE) LB 5.5000 102,080.00 10,210.000 56,155 (F) 204 BRIDGE DECK DRAINAGE SYSTEM LB 6.0000 133,020.00 4,770.000 28,620 (F) 205 CHAIN LINK FENCE (TYPE CL-6) LF 37.8000 38,178.00 0.000 0 206 INSTALL MEDIAN MILEAGE PANEL EA 150.0000 3,000.00 0.000 0 207 METAL BEAM GUARD RAILING LF 25.2000 10,584.00 0.000 0 208 VEGETATION CONTROL (MINOR CONCRETE) SQYD 33.0000 5,610.00 0.000 0 209 CABLE RAILING LF 26.7000 1,254.90 47.000 1,254 (F) 210 TRANSITION RAILING (TYPE WB) EA 3,875.0000 7,750.00 0.000 0 211 RAIL TENSIONING ASSEMBLY EA 331.0000 331.00 1.000 331 PROGRAM CAS145 PAGE 9 DATE 06/20/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 02:20 PM ESTIMATE NO. 052 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/17 R.E. NAME: ARABE, JEROME DATE OF THIS ESTIMATE 06/20/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 END CAP (TYPE TC) EA 150.0000 300.00 0.000 0 213 END ANCHOR ASSEMBLY (TYPE SFT) EA 447.0000 894.00 1.000 447 214 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,705.0000 3,705.00 0.000 0 215 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,015.0000 3,015.00 0.000 0 216 CRASH CUSHION (REACT 9CBB) EA 56,980.0000 56,980.00 1.000 56,980 217 CONCRETE BARRIER (TYPE 60C) LF 144.0000 46,080.00 703.000 101,232 218 CONCRETE BARRIER (TYPE 60D) LF 55.0000 33,550.00 603.000 33,165 219 CONCRETE BARRIER (TYPE 60G) LF 52.0000 239,200.00 0.000 0 220 CONCRETE BARRIER (TYPE 60GE) LF 275.0000 74,250.00 0.000 0 221 CONCRETE BARRIER (TYPE 60GA MODIFIED) LF 103.0000 87,550.00 0.000 0 (F) 222 CONCRETE BARRIER (TYPE 60GW MODIFIED) LF 108.0000 475,200.00 0.000 0 223 CONCRETE BARRIER (TYPE 736A) LF 70.7000 20,432.30 289.000 20,432 (F) 224 CONCRETE BARRIER (TYPE 736B) LF 70.6500 41,683.50 951.000 67,188 225 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 102.9500 172,956.00 141.000 14,515 226 CONCRETE BARRIER (TYPE 736S MODIFIED) LF 101.3000 17,221.00 48.000 4,862 227 CONCRETE BARRIER (TYPE 736SV MODIFIED) LF 96.2500 141,487.50 1,464.000 140,910 228 CONCRETE BARRIER (TYPE 736 MODIFIED 1) LF 96.1000 59,870.30 459.000 44,109 (F) 229 CONCRETE BARRIER (TYPE 736 MODIFIED 2) LF 78.1000 80,443.00 606.000 47,328 (F) 230 CONCRETE BARRIER (TYPE 736A MODIFIED 1) LF 115.7000 31,239.00 216.000 24,991 (F) 231 CONCRETE BARRIER (TYPE 736A MODIFIED 2) LF 68.5000 1,168,473.00 9,898.000 678,013 (F) 232 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 33,496.00 5,187.000 2,749 233 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5800 11,455.00 436.000 688 234 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 157.50 0.000 0 (BROKEN 12-3) 235 THERMOPLASTIC PAVEMENT MARKING SQFT 3.6800 56,304.00 306.000 1,126 236 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 233.60 0.000 0 (BROKEN 6-1) 237 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3700 22,496.00 0.000 0 (BROKEN 36-12) 238 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3700 5,587.00 2,512.000 929 (BROKEN 17-7) PROGRAM CAS145 PAGE 10 DATE 06/20/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 02:20 PM ESTIMATE NO. 052 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/17 R.E. NAME: ARABE, JEROME DATE OF THIS ESTIMATE 06/20/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3700 102,120.00 228,995.000 84,728 240 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.1500 4,945.50 2,442.000 7,692 241 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5800 23,542.00 7,530.000 11,897 242 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6800 29,660.80 3,966.000 14,594 243 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,250.0000 5,250.00 0.650 3,412 SYSTEM ELEMENTS DURING CONSTRUCTION 244 SIGNAL AND LIGHTING (TEMPORARY) LS 52,500.0000 52,500.00 0.850 44,625 245 SIGNAL AND LIGHTING (LOCATION 2) LS 257,250.0000 257,250.00 0.609 156,665 246 SIGNAL AND LIGHTING (LOCATION 3) LS 204,750.0000 204,750.00 0.536 109,746 247 LIGHTING (TEMPORARY) LS 147,000.0000 147,000.00 0.480 70,560 248 LIGHTING (CITY STREET) LS 393,750.0000 393,750.00 0.226 88,987 249 LIGHTING AND SIGN ILLUMINATION LS 433,650.0000 433,650.00 0.491 212,922 250 INTERCONNECTION CONDUIT AND CABLE (LS) LS 21,000.0000 21,000.00 0.388 8,148 251 TEMPORARY COMMUNICATION SYSTEM LS 12,600.0000 12,600.00 0.000 0 252 MODIFY COMMUNICATION SYSTEM LS 630,000.0000 630,000.00 0.734 462,420 253 WORK AT NORWALK HUB BUILDING AND LS 10,500.0000 10,500.00 0.000 0 LOS ANGELES REGIONAL TRANSPORTATION MANAGEMENT CENTER 254 COMMUNICATION CONDUIT (BRIDGE) (LF) LF 47.2500 76,545.00 1,620.000 76,545 (F) 255 SPRINKLER CONTROL CONDUIT (BRIDGE) (LS) LS 15,750.0000 15,750.00 0.449 7,071 256 ELECTRIC SERVICE (IRRIGATION) LS 39,375.0000 39,375.00 0.921 36,264 257 TRAFFIC MONITORING STATION LS 239,400.0000 239,400.00 0.747 178,831 258 RAMP METERING SYSTEM LS 152,250.0000 152,250.00 0.006 913.50 0.465 70,796 259 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 198,975.0000 198,975.00 0.628 124,956 260 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 241,500.0000 241,500.00 0.475 114,712 261 MODIFY SIGNAL LS 15,855.0000 15,855.00 0.740 11,732 262 MODIFY LIGHTING AND SIGN ILLUMINATION LS 21,000.0000 21,000.00 0.320 6,720 263 MODIFY SIGNAL AND LIGHTING (LOCATION 5) LS 33,600.0000 33,600.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 06/20/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215944 TIME 02:20 PM ESTIMATE NO. 052 BID OPENING 08/09/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/17 R.E. NAME: ARABE, JEROME DATE OF THIS ESTIMATE 06/20/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 790,450.07 78,642,811.84 ADJUSTMENT OF COMPENSATION 10,767.54 3,839,280.52 EXTRA WORK 106,085.20 4,039,156.95 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 907,302.81 86,521,249.31 264 MOBILIZATION LS 2,910,000.0000 2,910,000.00 1.000 2,910,000 ORIGINAL CONTRACT AMOUNT 120,778,977.17 TOTAL WORK COMPLETED 907,302.81 89,431,249.31 MATERIALS ON HAND ON SITE 2,805,911.32 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -36,000.00 TOTAL 907,302.81 92,201,160.63 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 09/18/12 1290 02/19/13 00/00/00 07/10/17 1026 51 0 0 71% 80% PROGRESS IS SATISFACTORY ARABE, JEROME RESIDENT ENGINEER PROGRAM CAS145 DATE 06/20/17