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 05/27/15 EST. NO. 040 TIME 09:12 AM R.E. NAME: TRAN, KELVIN 07-215914 --------------------------------------------------------------------------- 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 0098 718.99 E.W. @ F.A.(+) 030315 Y 0861.0 0101 388.79 031115 Y 0864.0 0102 316.84 031215 Y 0865.0 0103 316.84 031315 Y 0866.0 0104 317.89 031715 Y 0867.0 0105 618.45 032015 Y 0868.0 0106 536.06 032115 Y 0869.0 0107 531.26 032315 Y 0870.0 0108 531.26 032415 Y 0871.0 0109 427.46 032515 Y 0872.0 0110 771.92 032615 Y 0873.0 0111 864.41 032715 Y 0874.0 0112 695.71 032815 Y 0875.0 0113 729.28 033015 Y 0876.0 0114 550.16 033115 Y 0877.0 0115 528.86 033115 Y 0878.0 0116 597.20 040215 Y 0879.0 0117 215.60 040315 Y 0880.0 0118 173.60 040315 Y 0881.0 0119 469.13 040615 Y 0882.0 0122 690.49 040815 Y 0885.0 0123 367.72 040915 Y 0886.0 0124 917.82 040915 Y 0887.0 0125 611.15 040915 Y 0888.0 0126 587.31 041015 Y 0889.0 0127 578.85 041115 Y 0890.0 0133 158.42 042215 Y 0896.0 0140 1,545.68 042215 N 0968.0 007 0113 1,647.61 E.W. @ F.A.(+) 031815 Y 0903.0 023 0001 1,215.70 E.W. @ F.A.(+) 041615 Y 0904.0 0002 516.56 042415 Y 0905.0 032 0020 2,413.49 E.W. @ F.A.(+) 021215 Y 0907.0 0021 2,850.35 021315 Y 0908.0 0023 1,949.33 022715 Y 0910.0 040 0003 987.65 E.W. @ F.A.(+) 040115 Y 0911.0 046 0005 339.72 E.W. @ F.A.(+) 031715 Y 0912.0 051 0002 2,090.47 E.W. @ F.A.(+) 040815 Y 0913.0 0003 2,349.87 041015 Y 0914.0 0004 1,239.89 041015 Y 0915.0 0005 765.14 041315 Y 0916.0 0007 420.45 041415 Y 0918.0 0009 2,265.06 041615 Y 0920.0 0010 120.20 042315 Y 0921.0 0011 181.00 042415 Y 0922.0 0012 957.47 042715 Y 0923.0 0013 481.18 043015 Y 0924.0 055 0020 1,971.63 E.W. @ F.A.(+) 080914 N 0964.0 058 0084 370.98 E.W. @ F.A.(+) 040815 Y 0937.0 0090 5,480.40 100814 N 0965.0 0091 9,689.32 100714 N 0966.0 066 0002 1,454.80 E.W. @ F.A.(+) 032315 Y 0943.0 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 05/27/15 EST. NO. 040 TIME 09:12 AM R.E. NAME: TRAN, KELVIN 07-215914 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0003 699.44 032415 Y 0944.0 0004 695.02 032515 Y 0945.0 0005 134.69 033115 Y 0946.0 070 0001 200,000.00 A.C. @ L.S.(+) 042015 N 0859.0 073 0001 1,655.93 E.W. @ F.A.(+) 022015 N 0856.0 0002 438.34 040315 N 0857.0 0004 1,346.49 021615 Y 0951.0 0005 1,570.20 021715 Y 0952.0 0009 1,026.23 030215 Y 0971.0 074 0001 17,853.87 E.W. @ F.A.(+) 040315 N 0956.0 0002 1,973.65 040615 N 0957.0 0003 9,232.53 040814 N 0958.0 0004 3,890.05 031815 N 0959.0 0005 6,124.15 031915 N 0960.0 0006 9,696.20 032015 N 0961.0 075 0001 35,800.92 A.C. @ L.S.(+) 042015 N 0860.0 349,653.13 TOTAL THIS ESTIMATE 2,713,417.54 TOTAL PREVIOUS ESTIMATE 3,063,070.67 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 05/27/15 EST. NO. 040 TIME 09:12 AM R.E. NAME: TRAN, KELVIN 07-215914 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANMLS CIDH PILEABUT1 -3,000.00 004 FAIL TO COMPLY CPM -122,185.55 015 FAIL COMPLY CPM REQ -122,185.55 016 RTRN DEDUCT TO CPM 244,371.10 017 RPAIR AIR VAC&REL VL -3,000.00 028 SUB-CNTRCTR NON-COMP -10,000.00 028 SUB-CONRCTR NON-COMP 10,000.00 031 0.00 -6,000.00 LABOR COMPLIANCE VIOLATION MAY,JUN,JUL,AUG SUB -30,000.00 031 0.00 -30,000.00 TOTAL DEDUCTIONS 0.00 -36,000.00 PROGRAM CAS145 PAGE 1 DATE 05/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215914 TIME 09:12 AM ESTIMATE NO. 040 BID OPENING 10/27/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: TRAN, KELVIN DATE OF THIS ESTIMATE 05/27/15 LOCATION RERUN PROGRESS ESTIMATE 07-LA-5-1.2/2.1 ----------------------- C C MYERS INC IN LOS ANGELES COUNTY IN SANTA FE 1822 S. LEWIS STREET SPRINGS FROM 0.3 MILE SOUTH OF ANAHEIM, CA 92805 NORTH FORK COYOTE CREEK BRIDGE TO 0.3 MILE NORTH OF MARQUARDT AVE, AT NORWALK HUB FED. AID NO. N O N E WIDEN AND REALIGN FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.020 200.00 0.940 9,400 002 TIME-RELATED OVERHEAD WDAY 4,000.0000 2,080,000.00 591.000 2,364,000 003 TEMPORARY SUPPORT LS 10,000.0000 10,000.00 1.000 10,000 004 CONSTRUCTION SITE MANAGEMENT LS 60,000.0000 60,000.00 0.020 1,200.00 0.940 56,400 005 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 1.000 10,000 PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 3.0000 12,900.00 15,585.000 46,755 007 TEMPORARY SILT FENCE LF 3.0000 7,710.00 2,205.000 6,615 008 TEMPORARY GRAVEL BAG BERM LF 2.0000 3,800.00 1,990.000 3,980 009 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,800.0000 72,000.00 9.000 16,200 010 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 12,500.00 10.000 25,000 011 TEMPORARY COVER SQYD 1.0000 11,700.00 11,446.000 11,446 012 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 7,000.00 34.000 6,800 013 STREET SWEEPING LS 50,000.0000 50,000.00 0.020 1,000.00 0.940 47,000 014 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 50,000.0000 50,000.00 0.020 1,000.00 0.940 47,000 015 RAIN EVENT ACTION PLAN EA 500.0000 30,000.00 25.000 12,500 016 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 3.000 6,000 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 12,000.00 8.000 3,200 018 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.020 700.00 0.940 32,900 019 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.020 5,000.00 0.940 235,000 020 TYPE III BARRICADE EA 100.0000 5,400.00 61.000 6,100 021 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 8.0000 4,640.00 1,006.000 8,048 022 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.7000 70,700.00 133,418.000 93,392 PROGRAM CAS145 PAGE 2 DATE 05/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215914 TIME 09:12 AM ESTIMATE NO. 040 BID OPENING 10/27/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: TRAN, KELVIN DATE OF THIS ESTIMATE 05/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 3,900.00 58.000 1,740 024 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,000.0000 10,000.00 3.000 6,000 025 RELOCATE PORTABLE CONCRETE BARRIER LF 4.0000 4,120.00 0.000 0 (TYPE 60K) 026 TEMPORARY RAILING (TYPE K) LF 11.0000 323,400.00 28,260.010 310,860 027 TEMPORARY CRASH CUSHION MODULE EA 250.0000 21,500.00 61.000 15,250 028 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.7000 15,820.00 14,874.000 10,411 (HAZARDOUS WASTE) 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7000 3,913.00 5,931.000 4,151 STRIPE (HAZARDOUS WASTE) 030 REMOVE YELLOW THERMOPLASTIC PAVEMENT SQFT 2.5000 1,600.00 0.000 0 MARKING (HAZARDOUS WASTE) 031 ABANDON CULVERT LF 25.0000 9,750.00 144.000 3,600.00 385.300 9,632 032 REMOVE CHAIN LINK FENCE LF 7.0000 42,630.00 6,689.000 46,823 033 REMOVE METAL BEAM GUARD RAILING LF 15.0000 6,450.00 801.000 12,015 034 REMOVE DOUBLE METAL BEAM BARRIER LF 8.0000 28,000.00 2,320.000 18,560 035 REMOVE TRAFFIC STRIPE LF 0.6000 35,220.00 33,089.000 19,853 036 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 15,000.00 5,857.000 3,514 037 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 3,200.00 126.000 315 038 REMOVE PAVEMENT MARKER EA 0.6000 3,504.00 4,950.000 2,970 039 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 4,650.00 17.000 2,550 040 REMOVE ROADSIDE SIGN (METAL POST) EA 100.0000 4,100.00 4.000 400 041 REMOVE ROADSIDE SIGN EA 80.0000 800.00 3.000 240 (STRAP AND SADDLE BRACKET METHOD) 042 REMOVE SIGN STRUCTURE EA 7,500.0000 7,500.00 1.000 7,500 043 REMOVE PIPE LF 20.0000 13,400.00 349.000 6,980.00 742.500 14,850 044 REMOVE INLET EA 1,000.0000 9,000.00 10.000 10,000 045 REMOVE HEADWALL EA 500.0000 3,500.00 8.000 4,000 046 REMOVE MANHOLE EA 2,000.0000 8,000.00 5.000 10,000 047 REMOVE CONCRETE PAVEMENT SQFT 0.3500 91,350.00 213,906.000 74,867 048 REMOVE ASPHALT CONCRETE SURFACING SQYD 1.4000 41,440.00 22,550.910 31,571 049 RELOCATE ROADSIDE SIGN EA 250.0000 1,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 05/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215914 TIME 09:12 AM ESTIMATE NO. 040 BID OPENING 10/27/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: TRAN, KELVIN DATE OF THIS ESTIMATE 05/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ADJUST MANHOLE TO GRADE EA 1,200.0000 1,200.00 1.000 1,200 051 ADJUST FRAME AND COVER TO GRADE (SEWER) EA 600.0000 1,800.00 3.000 1,800 052 ADJUST MANHOLE TO GRADE (SEWER) EA 1,200.0000 4,800.00 4.000 4,800 053 MODIFY INLET EA 2,000.0000 2,000.00 1.000 2,000 054 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 8,310.00 3,363.360 10,090 055 REMOVE CONCRETE CY 70.0000 22,400.00 380.770 26,653 056 REMOVE CONCRETE CURB LF 3.0000 27,900.00 9,806.000 29,418 057 REMOVE CRASH CUSHION (SAND FILLED) EA 350.0000 1,400.00 0.000 0 058 BRIDGE REMOVAL, LOCATION A LS 150,000.0000 150,000.00 1.000 150,000 059 BRIDGE REMOVAL, LOCATION B LS 120,000.0000 120,000.00 1.000 120,000 060 BRIDGE REMOVAL, LOCATION C LS 65,000.0000 65,000.00 1.000 65,000 061 CLEARING AND GRUBBING LS 375,000.0000 375,000.00 0.950 356,250 062 ROADWAY EXCAVATION CY 12.0000 450,000.00 37,500.000 450,000 063 ROADWAY EXCAVATION (CONTAMINATED CY 90.0000 154,800.00 1,324.000 119,160 MATERIAL) 064 ROADWAY EXCAVATION (TYPE Y-1) CY 12.0000 132,000.00 12,030.000 144,360 (AERIALLY DEPOSITED LEAD) 065 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 0.700 5,250 066 STRUCTURE EXCAVATION (AUSTIN VAULT), CY 50.0000 330,750.00 6,615.000 330,750 (F) CONTAMINATED 067 STRUCTURE EXCAVATION (BRIDGE) CY 45.0000 231,750.00 5,150.000 231,750 (F) 068 STRUCTURE EXCAVATION (RETAINING WALL) CY 20.0000 83,780.00 4,277.000 85,540 (F) 069 STRUCTURE EXCAVATION (TYPE Y-1) CY 12.0000 11,088.00 924.000 11,088 (F) (AERIALLY DEPOSITED LEAD) 070 SAND BEDDING CY 50.0000 7,500.00 140.740 7,037 071 SAND BED (AUSTIN VAULT) CY 40.0000 15,200.00 380.000 15,200.00 380.000 15,200 072 STRUCTURE BACKFILL (AUSTIN VAULT) CY 80.0000 57,600.00 720.000 57,600 (F) 073 STRUCTURE BACKFILL (BRIDGE) CY 25.0000 136,800.00 5,472.000 136,800 (F) 074 STRUCTURE BACKFILL (SLURRY CEMENT) CY 100.0000 22,800.00 228.000 22,800 (F) 075 STRUCTURE EXCAVATION (BRIDGE), CY 50.0000 184,500.00 3,690.000 184,500 (F) CONTAMINATED 076 STRUCTURE BACKFILL (RETAINING WALL) CY 30.0000 201,330.00 6,769.000 203,070 (F) PROGRAM CAS145 PAGE 4 DATE 05/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215914 TIME 09:12 AM ESTIMATE NO. 040 BID OPENING 10/27/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: TRAN, KELVIN DATE OF THIS ESTIMATE 05/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 SAND BACKFILL CY 75.0000 8,250.00 17.000 1,275.00 72.000 5,400 078 DITCH EXCAVATION CY 25.0000 11,500.00 375.790 9,394 079 DITCH EXCAVATION (BIOSWALE) CY 17.0000 1,360.00 80.000 1,360 080 EARTH RETAINING STRUCTURE, LOCATION A SQFT 50.0000 76,250.00 1,525.000 76,250 (F) 081 EARTH RETAINING STRUCTURE, LOCATION B SQFT 35.0000 171,325.00 4,895.000 171,325 (F) 082 EARTH RETAINING STRUCTURE, LOCATION C SQFT 30.0000 229,200.00 7,640.000 229,200 (F) 083 EARTH RETAINING STRUCTURE, LOCATION D SQFT 30.0000 204,000.00 6,800.000 204,000 (F) 084 GEOSYNTHETIC REINFORCED EMBANKMENT SQFT 18.0000 84,150.00 4,675.000 84,150 085 IMPORTED BORROW (CY) CY 1.0000 63,500.00 63,100.550 63,100 086 LIGHTWEIGHT FILL (EXPANDED POLYSTYRENE CY 145.0000 252,300.00 1,645.000 238,525 BLOCK) 087 GASOLINE RESISTANT GEOMEMBRANE SQYD 35.0000 81,200.00 2,590.000 90,650 088 HIGHWAY PLANTING LS 60,000.0000 60,000.00 0.000 0 089 ROCK BLANKET SQYD 55.0000 127,600.00 3,456.600 190,113 090 PLANT ESTABLISHMENT WORK LS 25,000.0000 25,000.00 0.000 0 091 IRRIGATION SYSTEM LS 60,000.0000 60,000.00 0.080 4,800 092 3" SUPPLY LINE (BRIDGE) LF 50.0000 24,100.00 482.000 24,100 (F) 093 IRRIGATION SLEEVE LF 40.0000 8,000.00 110.000 4,400 094 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 095 CLASS 3 AGGREGATE BASE CY 23.0000 457,700.00 20,346.950 467,979 096 LEAN CONCRETE BASE CY 90.0000 1,548,000.00 60.000 5,400.00 16,375.600 1,473,804 097 LEAN CONCRETE BASE (RAPID SETTING) CY 260.0000 117,000.00 560.000 145,600 098 HOT MIX ASPHALT (TYPE A) TON 68.0000 441,320.00 8,025.850 545,757 099 HOT MIX ASPHALT (TYPE B) TON 68.0000 451,520.00 7,459.660 507,256 100 DATA CORE LS 5,000.0000 5,000.00 0.000 0 101 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 8.0000 800.00 10.000 80 102 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 8.0000 1,760.00 220.000 1,760 103 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.0000 1,040.00 130.000 1,040 PROGRAM CAS145 PAGE 5 DATE 05/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215914 TIME 09:12 AM ESTIMATE NO. 040 BID OPENING 10/27/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: TRAN, KELVIN DATE OF THIS ESTIMATE 05/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 TACK COAT TON 800.0000 17,600.00 18.690 14,952 105 JOINTED PLAIN CONCRETE PAVEMENT CY 120.0000 2,064,000.00 15,625.890 1,875,106 106 REPLACE CONCRETE PAVEMENT CY 1,200.0000 34,800.00 45.000 54,000 (RAPID STRENGTH CONCRETE) 107 SEAL PAVEMENT JOINT LF 5.0000 130,000.00 30,967.000 154,835 108 SEAL ISOLATION JOINT LF 20.0000 13,000.00 902.000 18,040 109 TIE BAR EA 5.0000 47,600.00 15,941.000 79,705 110 DOWEL BAR EA 12.0000 301,200.00 28,540.000 342,480 111 44" PERMANENT STEEL CASING LF 900.0000 238,500.00 265.000 238,500 112 56" PERMANENT STEEL CASING LF 950.0000 196,650.00 207.000 196,650 113 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 90.0000 684,540.00 5,836.000 525,240 114 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 195.0000 461,370.00 2,301.000 448,695 115 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 310.0000 510,880.00 1,613.000 500,030 116 FURNISH PILING (CLASS 90) LF 37.0000 404,743.00 10,939.000 404,743 (ALTERNATIVE W) 117 DRIVE PILE (CLASS 90) EA 900.0000 198,900.00 221.000 198,900 (ALTERNATIVE W) 118 FURNISH PILING (CLASS 140) LF 43.0000 928,069.00 21,583.000 928,069 (ALTERNATIVE W) 119 DRIVE PILE (CLASS 140) EA 800.0000 329,600.00 412.000 329,600 (ALTERNATIVE W) 120 FURNISH PILING (CLASS 200) LF 55.0000 354,970.00 6,454.000 354,970 (ALTERNATIVE W) 121 DRIVE PILE (CLASS 200) EA 900.0000 115,200.00 128.000 115,200 (ALTERNATIVE W) 122 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 1.000 200,000 123 CONCRETE CURB (TYPE A3-8) CY 750.0000 24,000.00 32.000 24,000 (F) 124 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 200.0000 312,000.00 1,560.000 312,000 (F) 125 STRUCTURAL CONCRETE, BRIDGE CY 400.0000 4,050,000.00 10,125.000 4,050,000 (F) 126 STRUCTURAL CONCRETE, RETAINING WALL CY 310.0000 857,460.00 27.000 8,370.00 2,793.000 865,830 (F) 127 STRUCTURAL CONCRETE, BARRIER SLAB CY 300.0000 171,300.00 571.000 171,300 (F) 128 STRUCTURAL CONCRETE, APPROACH SLAB CY 300.0000 296,400.00 988.000 296,400 (F) (TYPE N) 129 STRUCTURAL CONCRETE, BOX CULVERT CY 1,000.0000 264,000.00 264.000 264,000 (F) 130 STRUCTURAL CONCRETE (AUSTIN VAULT) CY 300.0000 325,200.00 1,084.000 325,200 (F) PROGRAM CAS145 PAGE 6 DATE 05/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215914 TIME 09:12 AM ESTIMATE NO. 040 BID OPENING 10/27/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: TRAN, KELVIN DATE OF THIS ESTIMATE 05/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 189,000.00 142.870 142,870 (F) 132 MINOR CONCRETE (BACKFILL) CY 115.0000 4,830.00 42.000 4,830 (F) 133 ARCHITECTURAL TREATMENT SQFT 15.0000 557,805.00 37,187.000 557,805 (F) 134 ARCHITECTURAL SURFACE (BARRIER) SQFT 5.0000 43,750.00 8,750.000 43,750 (F) 135 DRILL AND BOND DOWEL LF 12.0000 8,616.00 718.000 8,616 (F) 136 FURNISH PRECAST PRESTRESSED CONCRETE EA 30,000.0000 300,000.00 10.000 300,000 (F) BULB-TEE GIRDER (100'-110') 137 FURNISH PRECAST PRESTRESSED CONCRETE EA 33,000.0000 792,000.00 24.000 792,000 (F) BULB-TEE GIRDER (110'-120') 138 ERECT PRECAST CONCRETE GIRDER EA 2,200.0000 74,800.00 34.000 74,800 (F) 139 PTFE SPHERICAL BEARING EA 6,500.0000 130,000.00 20.000 130,000 140 JOINT SEAL (MR 1/2") LF 45.0000 15,975.00 355.000 15,975 141 JOINT SEAL (MR 1") LF 35.0000 24,990.00 714.000 24,990 142 JOINT SEAL ASSEMBLY (MR 6") LF 700.0000 227,500.00 325.000 227,500 143 BAR REINFORCING STEEL (BRIDGE) LB 0.7000 2,241,050.00 3,201,500.000 2,241,050 (F) 144 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2000 377,905.20 315,443.000 378,531 (F) 145 BAR REINFORCING STEEL (AUSTIN VAULT) LB 0.7000 188,986.00 269,980.000 188,986 (F) 146 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 51,803.00 48,476.000 48,476 (F) 147 HEADED BAR REINFORCEMENT EA 10.0000 6,160.00 616.000 6,160 (F) 148 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 170,804.00 42,701.000 170,804 (F) 149 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1500 6,405.15 42,701.000 6,405 (F) 150 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 20.0000 7,000.00 350.000 7,000 151 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 5,550.00 143.060 2,145.90 350.510 5,257 (0.063"-UNFRAMED) 152 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 1,008.00 50.000 800.00 63.000 1,008 (0.080"-UNFRAMED) 153 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 6,930.00 252.250 5,297.25 328.250 6,893 (0.080"-FRAMED) 154 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 750.0000 37,500.00 50.000 37,500 (SIGN FOUNDATION) 155 ROADSIDE SIGN - ONE POST EA 400.0000 8,000.00 12.000 4,800.00 13.000 5,200 156 ROADSIDE SIGN - TWO POST EA 1,200.0000 7,200.00 4.000 4,800.00 5.000 6,000 157 ROADSIDE SIGN - METAL POST EA 350.0000 15,750.00 6.000 2,100.00 47.000 16,450 PROGRAM CAS145 PAGE 7 DATE 05/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215914 TIME 09:12 AM ESTIMATE NO. 040 BID OPENING 10/27/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: TRAN, KELVIN DATE OF THIS ESTIMATE 05/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 750.00 1.000 125.00 12.000 1,500 METHOD) 159 18" REINFORCED CONCRETE PIPE LF 70.0000 71,400.00 910.600 63,742 160 24" REINFORCED CONCRETE PIPE LF 80.0000 190,400.00 1,983.600 158,688 161 30" REINFORCED CONCRETE PIPE LF 100.0000 28,000.00 325.900 32,590 162 OBSERVATION WELL EA 1,000.0000 1,000.00 1.000 1,000 163 6" NON-PERFORATED PLASTIC PIPE LF 60.0000 3,000.00 51.000 3,060 UNDERDRAIN 164 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 15.0000 7,500.00 511.000 7,665.00 511.000 7,665 (AUSTIN VAULT) 165 FILTER FABRIC SQYD 6.0000 7,140.00 1,217.700 7,306 166 FILTER FABRIC (AUSTIN VAULT) SQYD 7.0000 5,880.00 841.000 5,887.00 841.000 5,887 167 INFILTRATION TRENCH FILLER MATERIAL CY 35.0000 39,550.00 1,126.000 39,410 168 PERMEABLE MATERIAL (AUSTIN VAULT) CY 50.0000 17,500.00 350.000 17,500.00 350.000 17,500 169 SURFACE GRAVEL (INFILTRATION TRENCH) CY 50.0000 3,550.00 71.000 3,550 170 20" DIAMETER PILE CASING LF 110.0000 418,110.00 3,193.000 351,230 171 36" PRECAST CONCRETE PIPE MANHOLE LF 450.0000 5,850.00 0.000 0 (EXTRA STRENGTH) 172 72" PRECAST CONCRETE PIPE MANHOLE LF 600.0000 6,000.00 10.000 6,000 173 ROCK SLOPE PROTECTION CY 1,200.0000 2,400.00 0.000 0 (FACING, METHOD B) 174 SLOPE PAVING (CONCRETE) CY 500.0000 19,500.00 39.000 19,500 175 GABION CY 220.0000 13,200.00 60.000 13,200.00 60.000 13,200 176 MINOR CONCRETE (DITCH LINING) CY 350.0000 59,500.00 152.100 53,235 177 MINOR CONCRETE (CHANNEL LINING) CY 350.0000 91,350.00 248.800 87,080 178 ROCK SLOPE PROTECTION FABRIC SQYD 10.0000 430.00 0.000 0 179 MINOR CONCRETE (GUTTER DEPRESSION) CY 2,000.0000 2,000.00 0.000 0 180 MINOR CONCRETE (CURB, GUTTER, SIDEWALK, CY 400.0000 296,000.00 794.550 317,820 DRIVEWAY, AND CURB RAMP) 181 MISCELLANEOUS IRON AND STEEL LB 1.0000 19,544.00 10,445.000 10,445 (F) 182 MISCELLANEOUS METAL (AUSTIN VAULT) LB 5.0000 1,150.00 230.000 1,150.00 230.000 1,150 (F) 183 CHAIN LINK FENCE (TYPE CL-6) LF 16.0000 12,160.00 622.000 9,952 184 CHAIN LINK GATE EA 2,000.0000 20,000.00 4.000 8,000 PROGRAM CAS145 PAGE 8 DATE 05/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215914 TIME 09:12 AM ESTIMATE NO. 040 BID OPENING 10/27/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: TRAN, KELVIN DATE OF THIS ESTIMATE 05/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 METAL BEAM GUARD RAILING (WOOD POST) LF 25.0000 3,250.00 50.000 1,250 186 CHAIN LINK RAILING (TYPE 7) LF 75.0000 31,500.00 420.000 31,500 187 CHAIN LINK RAILING (TYPE 3 MODIFIED) LF 125.0000 118,000.00 944.000 118,000 (F) 188 CHAIN LINK RAILING (TYPE 6 MODIFIED) LF 65.0000 153,400.00 2,344.160 152,370 189 TUBULAR HANDRAILING LF 50.0000 90,000.00 1,800.000 90,000 190 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 155.0000 416,640.00 2,688.000 416,640 (F) 191 METAL HAND RAILING (TYPE C) LF 120.0000 8,760.00 73.000 8,760 (F) 192 CABLE RAILING LF 20.0000 20,420.00 478.000 9,560.00 1,021.000 20,420 (F) 193 TRANSITION RAILING (TYPE WB) EA 3,200.0000 3,200.00 1.000 3,200 194 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 1.000 3,000 195 CONCRETE BARRIER (TYPE 60) LF 70.0000 36,400.00 510.000 35,700 196 CONCRETE BARRIER (TYPE 60C) LF 95.0000 278,350.00 2,912.160 276,655 197 CONCRETE BARRIER (TYPE 60GA) LF 85.0000 19,890.00 76.000 6,460.00 234.000 19,890 (F) 198 CONCRETE BARRIER (TYPE 60G) LF 85.0000 217,600.00 717.000 60,945 199 CONCRETE BARRIER (TYPE 60GE) LF 130.0000 54,600.00 420.000 54,600 200 PORTABLE CONCRETE BARRIER (TYPE 60K) LF 35.0000 49,350.00 0.000 0 201 CONCRETE BARRIER (TYPE 736) LF 85.0000 238,085.00 2,801.000 238,085 (F) 202 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 21,190.00 14,115.000 9,174 203 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 7,560.00 2,529.000 5,058 204 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 32,550.00 2,752.000 13,760 205 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 13,250.00 0.000 0 (BROKEN 36-12) 206 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 3,435.00 12,573.000 6,286 (BROKEN 17-7) 207 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 6,090.00 4,392.000 4,392 208 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 12,440.00 2,517.000 10,068 209 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 7,000.0000 7,000.00 1.000 7,000 SYSTEM ELEMENTS DURING CONSTRUCTION 210 SIGNAL AND LIGHTING LS 140,000.0000 140,000.00 0.980 137,200 (CITY STREET LOCATION 1) 211 SIGNAL AND LIGHTING LS 110,000.0000 110,000.00 0.980 107,800 (CITY STREET LOCATION 2) PROGRAM CAS145 PAGE 9 DATE 05/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215914 TIME 09:12 AM ESTIMATE NO. 040 BID OPENING 10/27/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: TRAN, KELVIN DATE OF THIS ESTIMATE 05/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 SIGNAL AND LIGHTING LS 130,000.0000 130,000.00 0.980 127,400 (CITY STREET LOCATION 3) 213 TEMPORARY SIGNAL AND LIGHTING LS 5,000.0000 5,000.00 0.980 4,900 (CITY STREET) 214 LIGHTING (CITY STREET) LS 110,000.0000 110,000.00 0.980 107,800 215 COMMUNICATION CONDUIT (BRIDGE) LF 70.0000 34,020.00 486.000 34,020 (F) 216 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 25.0000 11,750.00 470.000 11,750 217 ELECTRIC SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 0.511 2,555 218 TRAFFIC MONITORING STATION LS 18,000.0000 18,000.00 0.425 7,650 219 MODIFY COMMUNICATION SYSTEM LS 140,000.0000 140,000.00 0.545 76,300 220 WORK AT NORWALK HUB BUILDING AND AT LOS LS 8,000.0000 8,000.00 0.000 0 ANGELES REGIONAL TRANSPORTATION MANAGEMENT CENTER 221 RAMP METERING SYSTEM LS 10,000.0000 10,000.00 0.980 9,800 222 REMOVE RAMP METERING SYSTEM LS 7,000.0000 7,000.00 1.000 7,000 223 MODIFY LIGHTING AND SIGN ILLUMINATION LS 45,000.0000 45,000.00 0.838 37,710 224 BIKE PATH LIGHTING LS 30,000.0000 30,000.00 0.369 11,070 225 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 226 GRAVEL (MISCELLANEOUS AREAS) (SQYD) SQYD 25.0000 45,750.00 0.000 0 227 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 20.0000 28,600.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 05/27/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215914 TIME 09:12 AM ESTIMATE NO. 040 BID OPENING 10/27/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/15 R.E. NAME: TRAN, KELVIN DATE OF THIS ESTIMATE 05/27/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 131,415.15 33,214,498.99 ADJUSTMENT OF COMPENSATION 235,800.92 1,203,146.47 EXTRA WORK 113,852.21 1,859,924.20 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 481,068.28 36,277,569.66 228 MOBILIZATION LS 3,150,000.0000 3,150,000.00 1.000 3,150,000 ORIGINAL CONTRACT AMOUNT 37,091,423.35 TOTAL WORK COMPLETED 481,068.28 39,427,569.66 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -36,000.00 TOTAL 481,068.28 39,391,569.66 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 12/21/11 770 04/02/12 02/14/12 05/30/15 639 173 15 0 94% 81% PROGRESS IS SATISFACTORY TRAN, KELVIN RESIDENT ENGINEER PROGRAM CAS145 DATE 05/27/15