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 06/20/12 EST. NO.47 TIME 07:55 AM 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 0419 757.71 E.W. @ F.A.(+) 012611 N 5044.0 0420 2,250.60 012711 N 5045.0 0427 957.90 020812 N 5109.0 0428 348.57 021612 N 5110.0 0429 282.39 022312 N 5111.0 0430 268.99 030612 N 5112.0 0431 335.52 030912 N 5205.0 0432 336.19 031212 N 5206.0 0433 336.19 031312 N 5207.0 0434 336.19 031912 N 5208.0 0435 336.19 032012 N 5209.0 0436 336.19 032112 N 5210.0 0437 268.99 030712 N 5113.0 0438 268.99 030812 N 5114.0 0439 5,899.52 071310 N 5267.0 0440 3,926.46 081010 N 5268.0 0441 3,617.69 081210 N 5269.0 0442 2,627.24 081310 N 5270.0 0443 1,659.30 081310 N 5271.0 0444 4,322.63 101810 N 5272.0 0445 10,095.00 032911 N 5274.0 0446 2,768.24 040511 N 5275.0 0447 9,108.19 041711 N 5276.0 0448 6,845.90 020112 N 5285.0 0449 4,649.31 020212 N 5286.0 0451 2,328.53 102610 N 0924.0 008 0008 2,214.63 E.W. @ F.A.(+) 070511 N 5176.0 0009 1,540.31 070611 N 5177.0 0010 3,471.19 081511 N 5178.0 0011 3,389.89 081611 N 5179.0 0012 4,435.32 082211 N 5180.0 0013 4,350.64 082911 N 5181.0 0014 4,912.90 083011 N 5182.0 0015 4,947.80 083111 N 5183.0 0016 4,927.13 090111 N 5184.0 0017 2,661.85 090611 N 5185.0 0018 2,685.15 090711 N 5186.0 0019 3,630.33 090811 N 5187.0 0020 3,948.68 092811 N 5188.0 0021 2,876.08 101911 N 5189.0 0022 3,955.25 102011 N 5190.0 0025 1,828.34 113011 N 5227.0 009 0016 11,736.52 E.W. @ L.S.(+) 061312 N 16 0 012 0011 1,003.01 E.W. @ F.A.(+) 080811 N 5067.0 016 0029 2,634.43 E.W. @ F.A.(+) 010612 N 5115.0 0030 1,620.22 021112 N 5116.0 026 0017 836.56 E.W. @ F.A.(+) 021511 N 4659.0 0018 950.89 031511 N 4660.0 0024 4,136.23 020612 N 5029.0 0034 671.61 031511 N 4660.1 0038 173.95 033012 N 5400.0 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 06/20/12 EST. NO.47 TIME 07:55 AM 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 --------------------------------------------------------------------------- 0039 1,219.23 041012 N 5401.0 0044 719.83 060112 N 5455.0 0045 1,151.71 042512 N 5456.0 0046 799.81 050312 N 5457.0 0047 1,905.50 053012 N 5463.0 0048 1,974.37 053112 N 5464.0 0049 137.48 060512 N 5465.0 027 0002 1,510.01 E.W. @ F.A.(+) 030312 N 5118.0 0004 915.69 032812 N 5425.0 0005 3,088.20 030312 N 5118.1 044 0002 8,276.13 E.W. @ L.S.(+) 061312 N 2 0 072 0014 5,547.93 E.W. @ F.A.(+) 051211 N 4957.0 0016 2,760.97 052011 N 4959.0 0017 1,057.93 052411 N 4961.0 0018 2,683.38 051011 N 4955.0 0019 2,871.91 051911 N 4958.0 074 0073 558.54 E.W. @ F.A.(+) 092711 N 5137.0 0106 3,306.52 120611 N 5163.0 0141 10,115.87 012512 N 5257.0 0142 10,075.28 012012 N 5247.0 0143 474.15 013012 N 5263.1 0144 474.15 013112 N 5266.1 0205 275.00 012512 N 5255.1 082 0015 7,134.39 E.W. @ F.A.(+) 122311 N 5282.0 0017 1,013.11 121311 N 5212.0 0018 1,687.47 121311 N 5213.0 0019 2,374.29 121911 N 5214.0 0020 1,905.84 122011 N 5215.0 087 0060 1,378.14 E.W. @ F.A.(+) 082211 N 4979.1 0061 1,282.96 090711 N 4983.1 0062 658.14 090811 N 4984.1 0063 1,077.71 090911 N 4985.1 0064 402.89 091311 N 4986.1 0065 880.10 091611 N 4989.1 0066 402.89 092011 N 4990.1 0067 572.37 092111 N 4991.1 0068 480.52 092211 N 4992.1 0070 731.44 092811 N 4996.1 0071 953.39 100311 N 4999.1 0072 975.23 100411 N 5000.1 0073 1,038.12 101111 N 5001.1 0074 890.51 101311 N 5002.1 0075 880.10 101411 N 5003.1 0077 402.89 101811 N 5006.1 0078 764.18 102011 N 5008.1 0079 1,286.03 102111 N 5009.1 0080 789.04 102211 N 5010.1 0081 561.96 102311 N 5011.1 0082 646.70 102611 N 5012.1 0083 953.39 092911 N 4997.1 0084 603.81 093011 N 4998.1 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 06/20/12 EST. NO.47 TIME 07:55 AM 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 --------------------------------------------------------------------------- 0085 964.83 102711 N 5014.1 088 0021 42,279.07 A.C. @ L.S.(+) 061312 N 21 0 097 0004 128,767.77 A.C. @ L.S.(+) 061312 N 004 0 411,446.40 TOTAL THIS ESTIMATE 6,737,029.33 TOTAL PREVIOUS ESTIMATE 7,148,475.73 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 06/20/12 EST. NO.47 TIME 07:55 AM 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 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 07:55 AM ESTIMATE NO. 47 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 06/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 06/20/12 LOCATION 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 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 0.990 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 1,426.000 28,520.00 (S) 017 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.3500 234,500.00 693,413.000 242,694.55 (S) 018 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 81,200.00 969.000 38,760.00 (S) 019 TEMPORARY PAVEMENT MARKER EA 2.5000 267,500.00 104,248.000 260,620.00 (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 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 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 07:55 AM ESTIMATE NO. 47 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 06/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 06/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 (S) 024 TEMPORARY TRAFFIC SCREEN M 15.0000 415,500.00 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 1,555.750 23,336.25 (S) 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 0.8000 141,600.00 7,863.000 6,290.40 154,586.000 123,668.80 (S) STRIPE 030 REMOVE PAINTED TRAFFIC STRIPE M 1.0000 670,000.00 24,768.000 24,768.00 330,367.000 330,367.00 (S) 031 REMOVE PAVEMENT MARKING M2 12.0000 3,960.00 46.800 561.60 306.780 3,681.36 032 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 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 180,000.00 110.000 165,000.00 039 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 19.962 3,094.11 301.460 46,726.30 042 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 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 2.000 4,200.00 55.000 115,500.00 047 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 11.000 44,000.00 PROGRAM CAS145 PAGE 3 DATE 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 07:55 AM ESTIMATE NO. 47 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 06/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 06/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 19.962 698.67 301.460 10,551.10 054 CLEAN BRIDGE DECK M2 4.0000 39,464.00 4,756.960 19,027.84 9,484.838 37,939.35 055 CAP INLET EA 1,800.0000 63,000.00 2.000 3,600.00 40.000 72,000.00 056 CAP REINFORCED CONCRETE BOX OPENING EA 1,600.0000 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 5,000.00 060 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 0.640 30,080.00 1.000 47,000.00 063 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 1,214.620 42,511.70 207,193.680 7,251,778.80 075 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 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 07:55 AM ESTIMATE NO. 47 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 06/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 06/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.030 4,050.00 0.980 132,300.00 (S) 081 EROSION CONTROL (TYPE D) M2 8.2500 2,475.00 300.000 2,475.00 (S) 082 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.060 3,000.00 0.560 28,000.00 (S) 083 IRRIGATION SYSTEM LS 370,000.0000 370,000.00 0.990 366,300.00 (S) 084 200 MM CORRUGATED HIGH DENSITY M 95.0000 84,550.00 42.990 4,084.05 821.340 78,027.30 (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 3,096,000.00 614.370 36,862.20 50,396.920 3,023,815.20 088 LEAN CONCRETE BASE M3 155.0000 3,394,500.00 96.440 14,948.20 20,844.860 3,230,953.30 089 LEAN CONCRETE BASE (RAPID SETTING) M3 374.0000 5,647,400.00 144.730 54,129.02 14,782.330 5,528,591.42 090 HOT MIX ASPHALT TONN 106.0000 11,130,000.00 1,535.160 162,726.96 104,299.380 11,055,734.28 091 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 119.0000 2,808,400.00 -617.880 -73,527.72 25,158.210 2,993,826.99 092 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 2,460.00 735.320 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 6,500.000 39,000.00 (MISCELLANEOUS AREA) 097 CONCRETE PAVEMENT M3 183.0000 6,807,600.00 209.680 38,371.44 35,276.530 6,455,604.99 098 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 2,905.720 938,547.56 100 CONCRETE PAVEMENT (RAMP TERMINI) M3 530.0000 265,000.00 519.250 275,202.50 (RAPID STRENGTH CONCRETE) 101 REPLACE CONCRETE PAVEMENT M3 671.0000 12,078,000.00 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 85,375.000 853,750.00 PROGRAM CAS145 PAGE 5 DATE 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 07:55 AM ESTIMATE NO. 47 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 06/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 06/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.740 20,511.00 786.450 2,084,092.50 (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 132,441.00 500.000 65,500.00 500.000 65,500.00 113 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 0.870 3,219.00 5.740 21,238.00 115 PLACE POLYESTER CONCRETE OVERLAY M2 235.0000 61,805.00 6.955 1,634.43 301.460 70,843.10 (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 4,756.960 19,027.84 9,484.838 37,939.35 (F) 122 FURNISH BRIDGE DECK TREATMENT MATERIAL L 17.0000 76,007.00 2,607.194 44,322.30 3,493.929 59,396.79 123 FURNISH SIGN STRUCTURE (TRUSS) KG 13.0000 232,414.00 17,878.000 232,414.00 17,878.000 232,414.00 (F) 124 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 17,878.00 17,878.000 17,878.00 17,878.000 17,878.00 (SF) 125 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 150.0000 12,150.00 53.000 7,950.00 53.000 7,950.00 126 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 9.700 39,770.00 16.600 68,060.00 (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 -289.960 -63,791.20 5,447.640 1,198,480.80 PROGRAM CAS145 PAGE 6 DATE 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 07:55 AM ESTIMATE NO. 47 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 06/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 06/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 262,500.00 854.200 213,550.00 133 450 MM CORRUGATED STEEL PIPE M 340.0000 108,800.00 0.100 34.00 308.700 104,958.00 (2.01 MM THICK) 134 450 MM SLOTTED CORRUGATED STEEL PIPE M 360.0000 3,996,000.00 149.720 53,899.20 10,129.820 3,646,735.20 (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 40,500.00 148.325 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 18,345.567 1,559,373.20 148 MISCELLANEOUS IRON AND STEEL KG 4.0000 584,492.00 135,084.000 540,336.00 (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 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 15,330.00 103.000 21,630.00 103.000 21,630.00 (SF) 154 CONCRETE BARRIER (TYPE 26R) M 525.0000 37,800.00 56.000 29,400.00 (F) 155 CONCRETE BARRIER (TYPE 26R MODIFIED) M 425.0000 96,900.00 65.000 27,625.00 217.000 92,225.00 (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 37.000 166,500.00 (S) PROGRAM CAS145 PAGE 7 DATE 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 07:55 AM ESTIMATE NO. 47 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 06/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 06/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 600.00 36.000 10,800.00 (S) 160 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 11,400.00 1.000 600.00 22.000 13,200.00 (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 14.000 91,000.00 (S) 164 ALTERNATIVE CRASH CUSHION EA 15,000.0000 210,000.00 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 44.000 19,800.00 807.000 363,150.00 (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 7,536.000 7,536.00 15,856.000 15,856.00 (S) 180 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 65,800.00 4,953.000 9,906.00 9,395.000 18,790.00 (S) 181 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 25,000.0000 25,000.00 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 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 07:55 AM ESTIMATE NO. 47 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 06/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 06/20/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,845.000 110,700.00 (S) 186 MODIFY ELECTRIC SERVICE (IRRIGATION) LS 20,000.0000 20,000.00 1.000 20,000.00 (S) 187 MODIFY TRAFFIC MONITORING STATION LS 426,000.0000 426,000.00 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 0.750 82,500.00 (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 06/20/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 07:55 AM ESTIMATE NO. 47 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 06/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 06/20/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 937,042.04 114,518,590.17 ADJUSTMENT OF COMPENSATION 171,046.84 2,511,315.48 EXTRA WORK 240,399.56 4,637,160.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,348,488.44 121,667,065.90 199 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 1,348,488.44 133,487,065.90 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -811,425.51 TOTAL 1,348,488.44 132,675,640.39 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 95% 84% PROGRESS IS SATISFACTORY PENDING CCO DAYS CHOU, MICHAEL RESIDENT ENGINEER PROGRAM CAS145 DATE 06/20/12