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 05/23/12 EST. NO.46 TIME 01:01 PM R.E. NAME: CHOU, MICHAEL 07-166814 --------------------------------------------------------------------------- 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 0416 173.45 E.W. @ F.A.(+) 122211 N 5039.0 0426 339.74 012612 N 5107.0 002 0240 5,592.51 E.W. @ F.A.(+) 030612 N 5128.0 008 0004 206.94 E.W. @ F.A.(+) 102211 N 5191.0 0005 462.78 102911 N 5194.0 0006 280.86 111511 N 5226.0 0007 941.74 012412 N 5234.0 024 0002 54,823.00 A.C. @ L.S.(+) 051712 N 2 0 039 0155 3,989.06 E.W. @ F.A.(+) 063010 N 0833.1 0156 3,005.45 073010 N 0893.1 0157 634.87 062410 N 5062.0 0158 455.41 012411 N 5063.0 050 0029 5,824.57 E.W. @ F.A.(+) 082911 N 5078.0 0030 5,248.71 083111 N 5080.0 0031 5,550.07 090111 N 5081.0 0032 333.46 042111 N 5064.0 0033 724.20 012412 N 5073.0 0034 4,987.85 012412 N 5284.0 052 0034 1,105.03 E.W. @ F.A.(+) 093011 N 5277.0 0035 5,337.52 100211 N 5278.0 058 0001 417.83 E.W. @ F.A.(+) 081611 N 5083.0 0002 222.66 082311 N 5085.0 071 0002 5,647.54 E.W. @ F.A.(+) 062611 N 4807.0 074 0071 463.25 E.W. @ F.A.(+) 011012 N 4970.2 0072 390.95 092511 N 5135.0 0072-1 -390.95 092511 N 5135.0 DAO CORRECTING ENTRY 0074 839.26 101211 N 5141.0 0075 98.31 101211 N 5142.0 0076 829.21 101411 N 5144.0 0077 575.81 101411 N 5145.0 0078 407.40 112911 N 5155.0 0079 407.40 113011 N 5157.0 0080 407.40 120111 N 5158.0 0081 407.40 120211 N 5160.0 0082 929.56 012312 N 5249.0 0083 13,879.47 011212 N 4972.2 0084 10,188.17 011712 N 4975.2 0085 50,988.26 010312 N 5235.0 0086 12,204.14 010612 N 5236.0 0087 10,474.88 011712 N 5239.0 0088 9,652.34 011812 N 5242.0 0089 4,615.61 092211 N 5134.0 0090 51,183.00 092611 N 5137.1 0091 5,075.84 092711 N 5138.1 0092 4,865.88 092811 N 5139.0 0093 1,877.76 092911 N 5140.0 0094 2,553.29 101711 N 5146.0 0095 2,103.87 101811 N 5147.0 0096 2,246.17 102011 N 5148.0 0097 2,246.17 102411 N 5149.0 0098 2,240.62 110911 N 5150.0 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 05/23/12 EST. NO.46 TIME 01:01 PM R.E. NAME: CHOU, MICHAEL 07-166814 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0099 3,309.66 111611 N 5151.0 0100 2,942.34 112111 N 5152.0 0101 3,039.03 112211 N 5153.0 0102 4,033.69 112911 N 5154.0 0103 3,662.76 113011 N 5156.0 0104 4,064.60 120211 N 5159.0 0105 3,734.43 120511 N 5162.0 0107 1,384.89 121211 N 5167.0 0108 2,022.68 122011 N 5170.0 0109 4,819.80 122211 N 5174.0 0110 4,875.24 122311 N 5175.0 0111 1,513.42 011312 N 5237.0 0112 5,018.27 011612 N 5238.0 0113 2,268.46 011812 N 5240.0 0114 3,417.07 011812 N 5241.0 0115 2,207.88 011910 N 5243.0 0116 1,146.20 012012 N 5246.0 0117 3,710.96 012012 N 5248.0 0118 2,411.65 012312 N 5250.0 0119 3,417.07 012412 N 5251.0 0120 5,371.60 012412 N 5252.0 0121 3,417.07 011912 N 5244.0 0122 2,268.46 012012 N 5245.0 0123 2,268.46 012412 N 5253.0 0124 3,319.01 012512 N 5254.0 0125 5,244.28 012512 N 5255.0 0126 2,268.46 012512 N 5256.0 0127 3,939.72 012612 N 5258.0 0128 3,158.16 012612 N 5259.0 0129 2,937.59 012712 N 5260.0 0130 1,967.13 012712 N 5261.0 0131 4,972.26 012712 N 5262.0 0132 6,863.48 013012 N 5263.0 0133 4,293.03 013012 N 5264.0 0134 3,656.57 013112 N 5265.0 0135 5,956.47 013112 N 5266.0 0136 2,991.12 010412 N 4966.2 0137 1,239.92 010512 N 4967.2 0138 6,477.10 011912 N 4976.1 0139 5,101.11 012012 N 4977.1 0140 1,419.38 101311 N 5143.0 082 0012 471.63 E.W. @ F.A.(+) 121311 N 5279.0 0012-1 -471.63 121311 N 5279.0 DAO CORRECTING ENTRY 0013 9,751.84 122211 N 5280.0 0013-1 -9,751.84 122211 N 5280.0 DAO CORRECTING ENTRY 0014 5,628.00 122211 N 5281.0 086 0013 933.77 E.W. @ F.A.(+) 110411 N 5220.0 089 0001 923.94 E.W. @ F.A.(+) 092111 N 5223.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 05/23/12 EST. NO.46 TIME 01:01 PM R.E. NAME: CHOU, MICHAEL 07-166814 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 447,681.91 TOTAL THIS ESTIMATE 6,289,347.42 TOTAL PREVIOUS ESTIMATE 6,737,029.33 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 05/23/12 EST. NO.46 TIME 01:01 PM R.E. NAME: CHOU, MICHAEL 07-166814 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE REOPEN -104,500.00 10 LEAD COMPLIANCE VIOL -50,000.00 13 SWPPP VIOLATION -50,000.00 16 ADLVIOLATION -50,000.00 18 RETURN FOR LEAD VIOL 50,000.00 19 RETURN FOR SWPPP VIO 50,000.00 19 RETURN FOR ADL VIOLA 50,000.00 19 SAFETY VIOLATION -150,000.00 19 RETURN SAFETY VIOL 150,000.00 21 SWPPP VIOLATION -150,000.00 21 SWPPP VIOLATION -20,000.00 24 SWPPP VIOLATION -50,000.00 25 RTN SWPPP DEDUCTIONS 220,000.00 27 SWPPP DEDUCTION -100,000.00 27 SWPPP NON-COMPLIANCE -50,000.00 29 SWPPP VIOLATION 150,000.00 31 SWPPP DEDUCTION -50,000.00 38 PER SP SEC9-1.053 -729,630.44 39 RET OCT2011SWPPP VIO 50,000.00 39 PER SP SEC 9-1.053 -439,622.93 41 RET EST.39 25% WITHH 729,630.44 41 LIQDAM SEC8-107 12DA -289,200.00 44 PER SP SEC 9-1.053 439,622.93 45 25%WTHOLD SEC9-1.053 -407,725.51 45 0.00 -801,425.51 LABOR COMPLIANCE VIOLATION MAY & JUNE 2011 -10,000.00 35 JULY 2011 -10,000.00 36 MAY & JUNE 2011 10,000.00 37 JULY 2011 10,000.00 38 SEPT 2011 -10,000.00 38 SEPT 2011 10,000.00 42 FEB 2012 -10,000.00 45 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -811,425.51 PROGRAM CAS145 PAGE 1 DATE 05/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 01:01 PM ESTIMATE NO. 46 BID OPENING 09/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 05/23/12 LOCATION RERUN PROGRESS ESTIMATE 07-LA-10-18.3/31.3 ----------------------- ATKINSON CONTRACTORS L P IN LOS ANGELES COUNTY AT VARIOUS 27422 PORTOLA PARKWAY STE 250 LOCATIONS FOOTHILL RANCH CA 92610 FED. AID NO. ER-ACIM(10)794 REHABILITATE ROADWAY AND RAMPS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 14,400.0000 14,400.00 0.500 7,200.00 002 TIME-RELATED OVERHEAD WDAY 6,000.0000 3,900,000.00 650.000 3,900,000.00 003 TEMPORARY FENCE (TYPE CL-1.8) M 50.0000 16,500.00 235.660 11,783.00 004 CONSTRUCTION SITE MANAGEMENT LS 45,000.0000 45,000.00 1.000 45,000.00 005 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 (S) PREVENTION PLAN 006 TEMPORARY FIBER ROLL M 9.0000 156,600.00 13,723.000 123,507.00 007 TEMPORARY CONSTRUCTION ENTRANCE EA 4,100.0000 254,200.00 24.000 98,400.00 008 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 216,000.00 521.000 208,400.00 009 TEMPORARY HYDRAULIC MULCH M2 2.0000 44,600.00 22,640.000 45,280.00 (S) (BONDED FIBER MATRIX) 010 STREET SWEEPING LS 500,000.0000 500,000.00 1.000 500,000.00 011 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 220,000.0000 220,000.00 0.010 2,200.00 1.000 220,000.00 012 CONSTRUCTION AREA SIGNS LS 350,000.0000 350,000.00 0.990 346,500.00 (S) 013 TRAFFIC CONTROL SYSTEM LS 750,000.0000 6,750,000.00 0.010 67,500.00 0.990 6,682,500.00 (S) 014 TYPE II BARRICADE EA 45.0000 495.00 11.000 495.00 (S) 015 TYPE III BARRICADE EA 90.0000 31,500.00 341.000 30,690.00 (S) 016 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 23,000.00 196.490 3,929.80 1,426.000 28,520.00 (S) 017 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.3500 234,500.00 93,534.000 32,736.90 693,413.000 242,694.55 (S) 018 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 81,200.00 6.000 240.00 969.000 38,760.00 (S) 019 TEMPORARY PAVEMENT MARKER EA 2.5000 267,500.00 11,294.000 28,235.00 104,248.000 260,620.00 (S) 020 TEMPORARY TERMINAL SECTION (TYPE K) EA 710.0000 29,820.00 25.000 17,750.00 (S) 021 TEMPORARY RAILING (TYPE K) M 32.0000 2,499,200.00 150.000 4,800.00 74,056.000 2,369,792.00 022 TEMPORARY CRASH CUSHION MODULE EA 185.0000 160,950.00 417.000 77,145.00 (S) PROGRAM CAS145 PAGE 2 DATE 05/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 01:01 PM ESTIMATE NO. 46 BID OPENING 09/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 05/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 22,000.0000 88,000.00 3.000 66,000.00 3.000 66,000.00 (S) 024 TEMPORARY TRAFFIC SCREEN M 15.0000 415,500.00 150.000 2,250.00 20,936.000 314,040.00 025 ABANDON CULVERT M 140.0000 26,600.00 66.000 9,240.00 026 REMOVE CHAIN LINK FENCE M 25.0000 25,500.00 179.000 4,475.00 (S) 027 REMOVE GATE EA 500.0000 1,000.00 2.000 1,000.00 (S) 028 REMOVE METAL BEAM GUARD RAILING M 15.0000 24,000.00 13.810 207.15 1,555.750 23,336.25 (S) 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 0.8000 141,600.00 146,723.000 117,378.40 (S) STRIPE 030 REMOVE PAINTED TRAFFIC STRIPE M 1.0000 670,000.00 101,676.000 101,676.00 305,599.000 305,599.00 (S) 031 REMOVE PAVEMENT MARKING M2 12.0000 3,960.00 26.450 317.40 259.980 3,119.76 032 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.0000 68,700.00 80,796.040 80,796.04 (S) 033 REMOVE PAVEMENT MARKER EA 0.5000 26,550.00 -54,390.000 -27,195.00 65,844.000 32,922.00 (S) 034 REMOVE ROADSIDE SIGN EA 100.0000 27,000.00 224.000 22,400.00 035 REMOVE SIGN STRUCTURE EA 3,000.0000 39,000.00 13.000 39,000.00 036 REMOVE CURB M 15.0000 115,650.00 6,320.000 94,800.00 037 REMOVE PIPE M 30.0000 83,400.00 2,804.600 84,138.00 038 REMOVE INLET EA 1,500.0000 180,000.00 3.000 4,500.00 110.000 165,000.00 039 REMOVE HEADWALL LS 3,000.0000 3,000.00 1.000 3,000.00 040 REMOVE RETAINING WALL (PORTION) M3 1,000.0000 2,000.00 0.000 0.00 041 REMOVE CONCRETE DECK SURFACE M2 155.0000 40,765.00 207.870 32,219.85 281.498 43,632.19 042 SALVAGE CONCRETE BARRIER (TYPE K) M 17.0000 20,060.00 186.000 3,162.00 043 RECONSTRUCT CHAIN LINK FENCE M 50.0000 10,000.00 0.000 0.00 (S) 044 RECONSTRUCT METAL BEAM GUARD RAILING M 55.0000 167,200.00 308.210 16,951.55 3,034.300 166,886.50 (S) (WOOD POST) 045 RELOCATE CONCRETE BARRIER (TYPE K) M 16.0000 18,880.00 1,171.000 18,736.00 046 ADJUST INLET EA 2,100.0000 102,900.00 53.000 111,300.00 047 ADJUST MANHOLE EA 800.0000 8,800.00 12.000 9,600.00 048 ADJUST MANHOLE TO GRADE EA 800.0000 12,000.00 15.000 12,000.00 049 MODIFY INLET EA 4,000.0000 28,000.00 1.000 4,000.00 11.000 44,000.00 PROGRAM CAS145 PAGE 3 DATE 05/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 01:01 PM ESTIMATE NO. 46 BID OPENING 09/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 05/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE M3 125.0000 81,250.00 649.000 81,125.00 051 REMOVE CONCRETE (CURB AND GUTTER) M 18.0000 270,000.00 13,046.000 234,828.00 052 REMOVE CONCRETE BARRIER M 65.0000 18,200.00 200.000 13,000.00 053 PREPARE CONCRETE BRIDGE DECK SURFACE M2 35.0000 9,205.00 207.870 7,275.45 281.498 9,852.43 054 CLEAN BRIDGE DECK M2 4.0000 39,464.00 3,075.530 12,302.12 4,727.878 18,911.51 055 CAP INLET EA 1,800.0000 63,000.00 38.000 68,400.00 056 CAP REINFORCED CONCRETE BOX OPENING EA 1,600.0000 1,600.00 1.000 1,600.00 1.000 1,600.00 057 REMOVE RAILING M 100.0000 1,600.00 15.000 1,500.00 058 REMOVE EXISTING METAL RAILING M 10.0000 2,810.00 281.000 2,810.00 059 BRIDGE REMOVAL (PORTION), LOCATION A LS 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000.00 060 BRIDGE REMOVAL (PORTION), LOCATION B LS 20,000.0000 20,000.00 1.000 20,000.00 061 BRIDGE REMOVAL (PORTION), LOCATION C LS 25,000.0000 25,000.00 1.000 25,000.00 062 BRIDGE REMOVAL (PORTION), LOCATION D LS 47,000.0000 47,000.00 0.360 16,920.00 063 BRIDGE REMOVAL (PORTION), LOCATION E LS 20,000.0000 20,000.00 1.000 20,000.00 064 BRIDGE REMOVAL (PORTION), LOCATION F LS 20,000.0000 20,000.00 1.000 20,000.00 065 BRIDGE REMOVAL (PORTION), LOCATION G LS 4,000.0000 4,000.00 1.000 4,000.00 066 BRIDGE REMOVAL (PORTION), LOCATION H LS 25,000.0000 25,000.00 1.000 25,000.00 067 BRIDGE REMOVAL (PORTION), LOCATION I LS 14,000.0000 14,000.00 1.000 14,000.00 068 BRIDGE REMOVAL (PORTION), LOCATION J LS 17,000.0000 17,000.00 1.000 17,000.00 069 BRIDGE REMOVAL (PORTION), LOCATION K LS 52,000.0000 52,000.00 1.000 52,000.00 070 BRIDGE REMOVAL (PORTION), LOCATION L LS 5,000.0000 5,000.00 1.000 5,000.00 071 BRIDGE REMOVAL (PORTION), LOCATION M LS 4,000.0000 4,000.00 1.000 4,000.00 072 BRIDGE REMOVAL (PORTION), LOCATION N LS 8,000.0000 8,000.00 1.000 8,000.00 073 CLEARING AND GRUBBING LS 48,960.0000 48,960.00 1.000 48,960.00 074 ROADWAY EXCAVATION M3 35.0000 7,455,000.00 2,981.300 104,345.50 205,979.060 7,209,267.10 075 ROADWAY EXCAVATION (TYPE Z-2) M3 190.0000 1,656,800.00 2,706.070 514,153.30 (AERIALLY DEPOSITED LEAD) 076 LEAD COMPLIANCE PLAN LS 9,600.0000 9,600.00 1.000 9,600.00 (S) PROGRAM CAS145 PAGE 4 DATE 05/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 01:01 PM ESTIMATE NO. 46 BID OPENING 09/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 05/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 SAND BACKFILL M3 150.0000 4,605.00 11.200 1,680.00 (F) 078 DITCH EXCAVATION M3 40.0000 1,320.00 33.000 1,320.00 079 IMPORTED BORROW M3 9.0000 3,960.00 436.000 3,924.00 080 HIGHWAY PLANTING LS 135,000.0000 135,000.00 0.100 13,500.00 0.950 128,250.00 (S) 081 EROSION CONTROL (TYPE D) M2 8.2500 2,475.00 300.000 2,475.00 300.000 2,475.00 (S) 082 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.020 1,000.00 0.500 25,000.00 (S) 083 IRRIGATION SYSTEM LS 370,000.0000 370,000.00 0.040 14,800.00 0.990 366,300.00 (S) 084 200 MM CORRUGATED HIGH DENSITY M 95.0000 84,550.00 778.350 73,943.25 (S) POLYETHYLENE PIPE CONDUIT 085 EXTEND 200 MM CONDUIT M 600.0000 2,400.00 4.000 2,400.00 (S) 086 AGGREGATE BASE (APPROACH SLAB) M3 125.0000 22,000.00 89.440 11,180.00 087 CLASS 3 AGGREGATE BASE M3 60.0000 3,096,000.00 49,782.550 2,986,953.00 088 LEAN CONCRETE BASE M3 155.0000 3,394,500.00 20,748.420 3,216,005.10 089 LEAN CONCRETE BASE (RAPID SETTING) M3 374.0000 5,647,400.00 15.100 5,647.40 14,637.600 5,474,462.40 090 HOT MIX ASPHALT TONN 106.0000 11,130,000.00 102,764.220 10,893,007.32 091 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 119.0000 2,808,400.00 25,776.090 3,067,354.71 092 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 3.0000 2,100.00 539.010 1,617.03 093 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 3.0000 2,460.00 225.110 675.33 735.320 2,205.96 094 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 3.0000 50,400.00 16,199.290 48,597.87 095 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 3.0000 19,050.00 7,174.400 21,523.20 096 PLACE HOT MIX ASPHALT M2 6.0000 46,140.00 113.240 679.44 6,500.000 39,000.00 (MISCELLANEOUS AREA) 097 CONCRETE PAVEMENT M3 183.0000 6,807,600.00 66.790 12,222.57 35,066.850 6,417,233.55 098 CONCRETE PAVEMENT M3 418.0000 11,704,000.00 27,399.450 11,452,970.10 (RAPID STRENGTH CONCRETE) 099 CONCRETE PAVEMENT (RAMP TERMINI) M3 323.0000 855,950.00 119.720 38,669.56 2,905.720 938,547.56 100 CONCRETE PAVEMENT (RAMP TERMINI) M3 530.0000 265,000.00 87.360 46,300.80 519.250 275,202.50 (RAPID STRENGTH CONCRETE) 101 REPLACE CONCRETE PAVEMENT M3 671.0000 12,078,000.00 81.500 54,686.50 19,306.276 12,954,511.20 (RAPID STRENGTH CONCRETE) 102 SEAL PAVEMENT JOINT M 15.0000 1,135,500.00 60,192.000 902,880.00 103 TIE BAR (DRILL AND BOND) EA 10.0000 917,000.00 408.000 4,080.00 85,375.000 853,750.00 PROGRAM CAS145 PAGE 5 DATE 05/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 01:01 PM ESTIMATE NO. 46 BID OPENING 09/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 05/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 GRIND EXISTING CONCRETE M2 4.7000 2,909,300.00 608,580.000 2,860,326.00 (S) PAVEMENT 105 STRUCTURAL CONCRETE, RETAINING WALL M3 1,200.0000 13,680.00 0.000 0.00 (F) 106 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,550.0000 2,735,750.00 1,798.308 2,787,377.40 (TYPE R) 107 CLASS 1 CONCRETE (BOX CULVERT) M3 1,800.0000 16,380.00 9.060 16,308.00 (F) 108 MINOR CONCRETE (MINOR STRUCTURE) M3 2,650.0000 2,304,705.00 1.410 3,736.50 778.710 2,063,581.50 (F) 109 MINOR CONCRETE (BACKFILL) M3 160.0000 19,200.00 24.840 3,974.40 110 PAVING NOTCH EXTENSION M3 20,000.0000 508,000.00 27.991 559,820.00 111 DRILL AND BOND DOWEL M 40.0000 4,400.00 48.262 1,930.48 112 CLEAN EXPANSION JOINT M 131.0000 132,441.00 0.000 0.00 113 REFINISH BRIDGE DECK M2 275.0000 51,425.00 468.125 128,734.38 114 FURNISH POLYESTER CONCRETE OVERLAY M3 3,700.0000 19,980.00 3.960 14,652.00 4.870 18,019.00 115 PLACE POLYESTER CONCRETE OVERLAY M2 235.0000 61,805.00 207.870 48,849.45 294.505 69,208.68 (F) 116 CORE TREATED BRIDGE DECK EA 125.0000 7,500.00 0.000 0.00 117 JOINT SEAL (MR 30 MM) M 150.0000 36,000.00 0.000 0.00 (S) 118 JOINT SEAL (MR 15 MM) M 150.0000 216,000.00 0.000 0.00 (S) 119 BAR REINFORCING STEEL KG 3.0000 4,699.80 463.040 1,389.12 (SF) 120 BAR REINFORCING STEEL (BOX CULVERT) KG 3.5000 1,949.50 557.000 1,949.50 (SF) 121 TREAT BRIDGE DECK M2 4.0000 39,464.00 3,075.530 12,302.12 4,727.878 18,911.51 (F) 122 FURNISH BRIDGE DECK TREATMENT MATERIAL L 17.0000 76,007.00 247.000 4,199.00 886.735 15,074.50 123 FURNISH SIGN STRUCTURE (TRUSS) KG 13.0000 232,414.00 0.000 0.00 (F) 124 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 17,878.00 0.000 0.00 (SF) 125 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 150.0000 12,150.00 0.000 0.00 126 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 11,250.00 75.000 11,250.00 (2.0 MM-UNFRAMED) 127 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 39,000.00 260.000 39,000.00 (1.6 MM-FRAMED) 128 1524 MM CAST-IN-DRILLED-HOLE M 4,100.0000 61,500.00 6.900 28,290.00 6.900 28,290.00 (S) CONCRETE PILE (SIGN FOUNDATION) 129 ROADSIDE SIGN - ONE POST EA 325.0000 87,750.00 251.000 81,575.00 130 450 MM REINFORCED CONCRETE PIPE M 220.0000 1,199,000.00 156.160 34,355.20 5,737.600 1,262,272.00 PROGRAM CAS145 PAGE 6 DATE 05/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 01:01 PM ESTIMATE NO. 46 BID OPENING 09/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 05/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 525 MM REINFORCED CONCRETE PIPE M 600.0000 4,800.00 7.100 4,260.00 132 600 MM REINFORCED CONCRETE PIPE M 250.0000 262,500.00 30.600 7,650.00 854.200 213,550.00 133 450 MM CORRUGATED STEEL PIPE M 340.0000 108,800.00 308.600 104,924.00 (2.01 MM THICK) 134 450 MM SLOTTED CORRUGATED STEEL PIPE M 360.0000 3,996,000.00 9,980.100 3,592,836.00 (2.01 MM THICK) 135 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 525.0000 16,800.00 32.000 16,800.00 (2.01 MM THICK) 136 450 MM ENTRANCE TAPER EA 700.0000 2,800.00 4.000 2,800.00 137 GRATED LINE DRAIN M 250.0000 80,000.00 286.000 71,500.00 138 450 MM STEEL FLARED END SECTION EA 550.0000 4,950.00 9.000 4,950.00 139 900 MM PRECAST CONCRETE PIPE MANHOLE M 900.0000 18,000.00 10.400 9,360.00 140 ROCK SLOPE PROTECTION M3 250.0000 2,500.00 10.000 2,500.00 (FACING, METHOD B) 141 SLOPE PAVING (CONCRETE) M3 450.0000 31,500.00 70.000 31,500.00 142 MINOR CONCRETE (DITCH LINING) M3 500.0000 40,500.00 23.335 11,667.50 148.325 74,162.50 143 ROCK SLOPE PROTECTION FABRIC M2 15.0000 420.00 28.000 420.00 144 MINOR CONCRETE (MISCELLANEOUS M3 700.0000 861,000.00 1,427.760 999,432.00 CONSTRUCTION) 145 RAPID STRENGTH MINOR CONCRETE M3 900.0000 117,000.00 2.078 1,870.20 (CURB AND GUTTER) 146 MINOR CONCRETE (CURB AND SIDEWALK) M3 1,000.0000 7,500.00 7.500 7,500.00 147 MINOR CONCRETE (STAMPED CONCRETE) M2 85.0000 1,649,000.00 46.000 3,910.00 18,345.567 1,559,373.20 148 MISCELLANEOUS IRON AND STEEL KG 4.0000 584,492.00 84.000 336.00 135,084.000 540,336.00 (SF) 149 CHAIN LINK FENCE (TYPE CL-1.8) M 60.0000 8,400.00 174.000 10,440.00 (S) 150 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 4,000.00 2.000 4,000.00 (S) 151 METAL BEAM GUARD RAILING (WOOD POST) M 95.0000 180,500.00 173.650 16,496.75 2,097.650 199,276.75 (S) 152 CHAIN LINK RAILING (TYPE 7) M 230.0000 52,440.00 0.000 0.00 (SF) 153 TUBULAR HANDRAILING M 210.0000 15,330.00 0.000 0.00 (SF) 154 CONCRETE BARRIER (TYPE 26R) M 525.0000 37,800.00 56.000 29,400.00 56.000 29,400.00 (F) 155 CONCRETE BARRIER (TYPE 26R MODIFIED) M 425.0000 96,900.00 152.000 64,600.00 (F) 156 BURIED POST ANCHOR EA 950.0000 1,900.00 2.000 1,900.00 (S) 157 TRANSITION RAILING (TYPE WB) EA 4,500.0000 184,500.00 1.000 4,500.00 37.000 166,500.00 (S) PROGRAM CAS145 PAGE 7 DATE 05/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 01:01 PM ESTIMATE NO. 46 BID OPENING 09/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 05/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 END CAP (TYPE A) EA 300.0000 3,000.00 10.000 3,000.00 (S) 159 END CAP (TYPE TC) EA 300.0000 12,300.00 34.000 10,200.00 (S) 160 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 11,400.00 21.000 12,600.00 (S) 161 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 33,000.00 11.000 33,000.00 (S) 162 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 50,000.00 17.000 42,500.00 (S) 163 CRASH CUSHION (TYPE CAT) EA 6,500.0000 84,500.00 1.000 6,500.00 14.000 91,000.00 (S) 164 ALTERNATIVE CRASH CUSHION EA 15,000.0000 210,000.00 1.000 15,000.00 15.000 225,000.00 (S) 165 CONCRETE BARRIER (TYPE 60) M 250.0000 65,000.00 0.000 0.00 166 CONCRETE BARRIER (TYPE 60GC) M 350.0000 346,500.00 0.000 0.00 167 CONCRETE BARRIER (TYPE 60SC MOD) M 450.0000 81,000.00 0.000 0.00 168 CONCRETE BARRIER (TYPE 60GC MOD) M 1,000.0000 7,000.00 0.000 0.00 169 CONCRETE BARRIER (TYPE 732R) M 650.0000 54,600.00 84.000 54,600.00 (SF)(MODIFIED) 170 CONCRETE BARRIER (TYPE 732B) M 225.0000 38,250.00 160.000 36,000.00 (F) 171 CONCRETE BARRIER (TYPE 732R) M 450.0000 489,600.00 -91.460 -41,157.00 763.000 343,350.00 (F) 172 CONCRETE BARRIER (TYPE 736R) M 425.0000 293,675.00 691.000 293,675.00 (F) 173 THERMOPLASTIC PAVEMENT MARKING M2 20.0000 244,000.00 1,676.090 33,521.80 (S) 174 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 204,800.00 37,733.000 30,186.40 (S) 175 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 20,850.00 4,173.200 6,259.80 (S) 176 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 6,382.50 2,991.000 2,243.25 (S) (BROKEN 3.66 M - 0.92 M) 177 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 60,500.00 31,774.000 15,887.00 (S) (BROKEN 10.98 M - 3.66 M) 178 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 2,615.00 1,238.000 619.00 (S) (BROKEN 5.18 M - 2.14 M) 179 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 33,400.00 8,320.000 8,320.00 (S) 180 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 65,800.00 4,442.000 8,884.00 (S) 181 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 25,000.0000 25,000.00 0.050 1,250.00 1.000 25,000.00 (S) SYSTEM ELEMENTS DURING CONSTRUCTION 182 LIGHTING (TEMPORARY) LS 47,000.0000 47,000.00 1.000 47,000.00 (S) 183 HIGHWAY ADVISORY RADIO SIGN AND FLASHING EA 18,000.0000 18,000.00 0.000 0.00 (S) BEACON ASSEMBLY 184 MODIFY FLASHING BEACON LS 13,000.0000 13,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 8 DATE 05/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 01:01 PM ESTIMATE NO. 46 BID OPENING 09/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 05/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 LIGHTING CONDUIT (BRIDGE) M 60.0000 92,400.00 305.000 18,300.00 1,845.000 110,700.00 (S) 186 MODIFY ELECTRIC SERVICE (IRRIGATION) LS 20,000.0000 20,000.00 0.014 280.00 1.000 20,000.00 (S) 187 MODIFY TRAFFIC MONITORING STATION LS 426,000.0000 426,000.00 0.192 81,792.00 0.562 239,412.00 (S) 188 MODIFY AUTOMATIC VEHICLE CLASSIFICATION LS 115,000.0000 115,000.00 0.420 48,300.00 (S) STATION 189 MODIFY COMMUNICATION SYSTEM LS 900,000.0000 3,900,000.00 1.000 3,900,000.00 (S) 190 MODIFY CLOSED CIRCUIT TELEVISION CAMERA LS 242,000.0000 242,000.00 1.000 242,000.00 (S) 191 MODIFY DATA AND VIDEO NODES LS 42,000.0000 42,000.00 1.000 42,000.00 (S) (LOCATION AT ROUTE 5/ROUTE 10) 192 MODIFY DATA AND VIDEO NODES LS 85,000.0000 85,000.00 1.000 85,000.00 (S) (LOCATION SB249) 193 MODIFY CABLE NODE LS 3,000.0000 3,000.00 1.000 3,000.00 (S) 194 WORK AT SAN GABRIEL VALLEY HUB BUILDING LS 81,000.0000 81,000.00 1.000 81,000.00 (S) 195 SYSTEM TESTING AND DOCUMENTATION LS 110,000.0000 110,000.00 0.250 27,500.00 0.500 55,000.00 (S) 196 MODIFY RAMP METERING SYSTEM LS 500,000.0000 1,500,000.00 0.932 1,398,000.00 (S) 197 MODIFY SIGNAL AND LIGHTING LS 21,000.0000 21,000.00 0.629 13,209.00 (S) 198 MODIFY LIGHTING AND SIGN ILLUMINATION LS 720,000.0000 2,720,000.00 0.989 2,690,080.00 (S) PROGRAM CAS145 PAGE 9 DATE 05/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 01:01 PM ESTIMATE NO. 46 BID OPENING 09/25/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 05/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 995,637.84 113,581,548.15 ADJUSTMENT OF COMPENSATION 54,823.00 2,340,268.64 EXTRA WORK 392,858.91 4,396,760.69 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,443,319.75 120,318,577.48 199 MOBILIZATION LS 820,000.0000 11,820,000.00 1.000 11,820,000.00 ORIGINAL CONTRACT AMOUNT 131,598,361.80 TOTAL WORK COMPLETED 1,443,319.75 132,138,577.48 MATERIALS ON HAND ON SITE 7,956.75 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -811,425.51 TOTAL 1,443,319.75 131,335,108.72 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 10/23/08 770 02/10/09 12/17/08 08/27/12 650 152 0 0 94% 84% PROGRESS IS SATISFACTORY CHOU, MICHAEL RESIDENT ENGINEER PROGRAM CAS145 DATE 05/23/12