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 10/24/12 EST. NO.52 TIME 08:42 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 --------------------------------------------------------------------------- 002 0244 5,672.22 E.W. @ F.A.(+) 082412 N 5856.0 0245 15,097.70 082512 N 5857.0 0246 1,273.65 090712 N 5858.0 0248 1,206.05 091812 N 5887.0 0249 2,255.15 092012 N 5888.0 0252 3,984.75 082412 N 5914.0 0253 4,080.22 082312 N 5915.0 0254 751.28 092312 N 5916.0 0255 1,677.27 092312 N 5917.0 0256 2,978.56 092412 N 5918.0 0257 962.31 092412 N 5919.0 026 0054 1,750.76 E.W. @ F.A.(+) 061812 N 5595.0 029 0009 -16,215.00 A.C. @ U.P.(-) 101912 N 9 0 050 0074 971.37 E.W. @ F.A.(+) 080212 N 5854.0 0081 2,434.32 080612 N 5910.0 074 0435-1 -6,025.36 E.W. @ F.A.(+) 072512 N 5726.0 DAO CORRECTING ENTRY 0435-2 5,785.91 072512 N 5726.0 DAO CORRECTING ENTRY 0445 1,644.50 092711 N 5138.2 0485 1,378.58 080912 N 5852.0 0487 1,810.52 071012 N 5872.0 0488 1,853.07 071112 N 5873.0 0489 1,834.60 071212 N 5874.0 0490 814.01 071412 N 5875.0 086 0021-1 -2,191.75 E.W. @ F.A.(+) 020112 N 5472.0 DAO CORRECTING ENTRY 088 0024 3,319.33 E.W. @ F.A.(+) 040612 N 5609.0 0057 5,900.42 051812 N 5640.0 0058 5,938.94 052112 N 5641.0 0059 2,818.70 052112 N 5642.0 0060 6,386.74 052412 N 5645.0 0061 2,980.10 052912 N 5646.0 0062 1,549.12 053112 N 5647.0 0064 2,421.46 040412 N 5649.0 0065 2,421.46 040512 N 5650.0 0066 2,421.46 040612 N 5651.0 0067 13,207.64 040612 N 5652.0 0068 1,301.58 062612 N 5818.0 0069 1,520.61 062712 N 5819.0 0071 714.54 051612 N 5796.0 0072 8,600.72 051712 N 5799.0 0073 10,339.10 072012 N 5804.0 0074 1,788.51 060112 N 5809.0 0075 1,893.04 060112 N 5810.0 0076 2,977.87 060412 N 5811.0 0077 1,784.78 060512 N 5812.0 0078 6,502.29 061012 N 5813.0 0079 1,520.61 061112 N 5814.0 0080 2,449.76 061212 N 5815.0 0081 3,350.72 061212 N 5816.0 0082 1,281.40 061412 N 5817.0 090 0001 4,817.37 E.W. @ F.A.(+) 040712 N 5911.0 0002 2,345.37 040712 N 5912.0 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 10/24/12 EST. NO.52 TIME 08:42 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 --------------------------------------------------------------------------- 138,338.33 TOTAL THIS ESTIMATE 9,293,341.69 TOTAL PREVIOUS ESTIMATE 9,431,680.02 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 10/24/12 EST. NO.52 TIME 08:42 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 OUT OF STATE SEC55-4 -5,000.00 48 RET EST45 25% WITHHO 407,725.51 48 25% WITH SECP-1.053 -180,235.85 48 LIQDAM SEC8-107 12DA 289,200.00 50 25% WITH SECP-1.053 180,235.85 50 0.00 -109,500.00 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 MAR/JUL MISS PAYRLLS -10,000.00 49 FEB 2012 10,000.00 51 MAR/JUL MISS PAYRLLS 10,000.00 51 MISSING PAYROLLS OCT -10,000.00 52 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -119,500.00 PROGRAM CAS145 PAGE 1 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 08:42 AM ESTIMATE NO. 52 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 10/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 10/24/12 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 $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 14,400.0000 14,400.00 0.500 7,200 002 TIME-RELATED OVERHEAD WDAY 6,000.0000 3,900,000.00 650.000 3,900,000 003 TEMPORARY FENCE (TYPE CL-1.8) M 50.0000 16,500.00 286.510 14,325 004 CONSTRUCTION SITE MANAGEMENT LS 45,000.0000 45,000.00 1.000 45,000 005 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000 (S) PREVENTION PLAN 006 TEMPORARY FIBER ROLL M 9.0000 156,600.00 13,723.000 123,507 007 TEMPORARY CONSTRUCTION ENTRANCE EA 4,100.0000 254,200.00 24.000 98,400 008 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 216,000.00 521.000 208,400 009 TEMPORARY HYDRAULIC MULCH M2 2.0000 44,600.00 22,640.000 45,280 (S) (BONDED FIBER MATRIX) 010 STREET SWEEPING LS 500,000.0000 500,000.00 1.000 500,000 011 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 220,000.0000 220,000.00 1.000 220,000 012 CONSTRUCTION AREA SIGNS LS 350,000.0000 350,000.00 0.990 346,500 (S) 013 TRAFFIC CONTROL SYSTEM LS 6,750,000.0000 6,750,000.00 0.005 33,750.00 1.000 6,750,000 (S) 014 TYPE II BARRICADE EA 45.0000 495.00 11.000 495 (S) 015 TYPE III BARRICADE EA 90.0000 31,500.00 9.000 810.00 350.000 31,500 (S) 016 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 23,000.00 85.500 1,710.00 1,573.900 31,478 (S) 017 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.3500 234,500.00 9,437.000 3,302.95 712,550.000 249,392 (S) 018 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 81,200.00 11.000 440.00 980.000 39,200 (S) 019 TEMPORARY PAVEMENT MARKER EA 2.5000 267,500.00 104,248.000 260,620 (S) 020 TEMPORARY TERMINAL SECTION (TYPE K) EA 710.0000 29,820.00 25.000 17,750 (S) 021 TEMPORARY RAILING (TYPE K) M 32.0000 2,499,200.00 74,056.000 2,369,792 022 TEMPORARY CRASH CUSHION MODULE EA 185.0000 160,950.00 417.000 77,145 (S) PROGRAM CAS145 PAGE 2 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 08:42 AM ESTIMATE NO. 52 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 10/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 22,000.0000 88,000.00 3.000 66,000 (S) 024 TEMPORARY TRAFFIC SCREEN M 15.0000 415,500.00 20,936.000 314,040 025 ABANDON CULVERT M 140.0000 26,600.00 66.000 9,240 026 REMOVE CHAIN LINK FENCE M 25.0000 25,500.00 179.000 4,475 (S) 027 REMOVE GATE EA 500.0000 1,000.00 2.000 1,000 (S) 028 REMOVE METAL BEAM GUARD RAILING M 15.0000 24,000.00 1,648.650 24,729 (S) 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 0.8000 141,600.00 154,586.000 123,668 (S) STRIPE 030 REMOVE PAINTED TRAFFIC STRIPE M 1.0000 670,000.00 469,630.000 469,630 (S) 031 REMOVE PAVEMENT MARKING M2 12.0000 3,960.00 388.170 4,658 032 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.0000 68,700.00 80,796.040 80,796 (S) 033 REMOVE PAVEMENT MARKER EA 0.5000 26,550.00 65,844.000 32,922 (S) 034 REMOVE ROADSIDE SIGN EA 100.0000 27,000.00 224.000 22,400 035 REMOVE SIGN STRUCTURE EA 3,000.0000 39,000.00 13.000 39,000 036 REMOVE CURB M 15.0000 115,650.00 6,320.000 94,800 037 REMOVE PIPE M 30.0000 83,400.00 2,804.600 84,138 038 REMOVE INLET EA 1,500.0000 180,000.00 110.000 165,000 039 REMOVE HEADWALL LS 3,000.0000 3,000.00 1.000 3,000 040 REMOVE RETAINING WALL (PORTION) M3 1,000.0000 2,000.00 0.000 0 041 REMOVE CONCRETE DECK SURFACE M2 155.0000 40,765.00 301.460 46,726 042 SALVAGE CONCRETE BARRIER (TYPE K) M 17.0000 20,060.00 186.000 3,162 043 RECONSTRUCT CHAIN LINK FENCE M 50.0000 10,000.00 0.000 0 (S) 044 RECONSTRUCT METAL BEAM GUARD RAILING M 55.0000 167,200.00 3,034.300 166,886 (S) (WOOD POST) 045 RELOCATE CONCRETE BARRIER (TYPE K) M 16.0000 18,880.00 1,171.000 18,736 046 ADJUST INLET EA 2,100.0000 102,900.00 55.000 115,500 047 ADJUST MANHOLE EA 800.0000 8,800.00 12.000 9,600 048 ADJUST MANHOLE TO GRADE EA 800.0000 12,000.00 15.000 12,000 049 MODIFY INLET EA 4,000.0000 28,000.00 11.000 44,000 PROGRAM CAS145 PAGE 3 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 08:42 AM ESTIMATE NO. 52 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 10/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE M3 125.0000 81,250.00 649.000 81,125 051 REMOVE CONCRETE (CURB AND GUTTER) M 18.0000 270,000.00 13,046.000 234,828 052 REMOVE CONCRETE BARRIER M 65.0000 18,200.00 200.000 13,000 053 PREPARE CONCRETE BRIDGE DECK SURFACE M2 35.0000 9,205.00 301.460 10,551 054 CLEAN BRIDGE DECK M2 4.0000 39,464.00 9,484.838 37,939 055 CAP INLET EA 1,800.0000 63,000.00 40.000 72,000 056 CAP REINFORCED CONCRETE BOX OPENING EA 1,600.0000 1,600.00 1.000 1,600 057 REMOVE RAILING M 100.0000 1,600.00 15.000 1,500 058 REMOVE EXISTING METAL RAILING M 10.0000 2,810.00 281.000 2,810 059 BRIDGE REMOVAL (PORTION), LOCATION A LS 5,000.0000 5,000.00 1.000 5,000 060 BRIDGE REMOVAL (PORTION), LOCATION B LS 20,000.0000 20,000.00 1.000 20,000 061 BRIDGE REMOVAL (PORTION), LOCATION C LS 25,000.0000 25,000.00 1.000 25,000 062 BRIDGE REMOVAL (PORTION), LOCATION D LS 47,000.0000 47,000.00 1.000 47,000 063 BRIDGE REMOVAL (PORTION), LOCATION E LS 20,000.0000 20,000.00 1.000 20,000 064 BRIDGE REMOVAL (PORTION), LOCATION F LS 20,000.0000 20,000.00 1.000 20,000 065 BRIDGE REMOVAL (PORTION), LOCATION G LS 4,000.0000 4,000.00 1.000 4,000 066 BRIDGE REMOVAL (PORTION), LOCATION H LS 25,000.0000 25,000.00 1.000 25,000 067 BRIDGE REMOVAL (PORTION), LOCATION I LS 14,000.0000 14,000.00 1.000 14,000 068 BRIDGE REMOVAL (PORTION), LOCATION J LS 17,000.0000 17,000.00 1.000 17,000 069 BRIDGE REMOVAL (PORTION), LOCATION K LS 52,000.0000 52,000.00 1.000 52,000 070 BRIDGE REMOVAL (PORTION), LOCATION L LS 5,000.0000 5,000.00 1.000 5,000 071 BRIDGE REMOVAL (PORTION), LOCATION M LS 4,000.0000 4,000.00 1.000 4,000 072 BRIDGE REMOVAL (PORTION), LOCATION N LS 8,000.0000 8,000.00 1.000 8,000 073 CLEARING AND GRUBBING LS 48,960.0000 48,960.00 1.000 48,960 074 ROADWAY EXCAVATION M3 35.0000 7,455,000.00 207,369.530 7,257,933 075 ROADWAY EXCAVATION (TYPE Z-2) M3 190.0000 1,656,800.00 2,706.070 514,153 (AERIALLY DEPOSITED LEAD) 076 LEAD COMPLIANCE PLAN LS 9,600.0000 9,600.00 1.000 9,600 (S) PROGRAM CAS145 PAGE 4 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 08:42 AM ESTIMATE NO. 52 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 10/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 SAND BACKFILL M3 150.0000 4,605.00 11.200 1,680 (F) 078 DITCH EXCAVATION M3 40.0000 1,320.00 33.000 1,320 079 IMPORTED BORROW M3 9.0000 3,960.00 436.000 3,924 080 HIGHWAY PLANTING LS 135,000.0000 135,000.00 1.000 135,000 (S) 081 EROSION CONTROL (TYPE D) M2 8.2500 2,475.00 300.000 2,475 (S) 082 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.203 10,150.00 0.890 44,500 (S) 083 IRRIGATION SYSTEM LS 370,000.0000 370,000.00 1.000 370,000 (S) 084 200 MM CORRUGATED HIGH DENSITY M 95.0000 84,550.00 821.340 78,027 (S) POLYETHYLENE PIPE CONDUIT 085 EXTEND 200 MM CONDUIT M 600.0000 2,400.00 0.000 0 (S) 086 AGGREGATE BASE (APPROACH SLAB) M3 125.0000 22,000.00 89.440 11,180 087 CLASS 3 AGGREGATE BASE M3 60.0000 3,096,000.00 50,486.400 3,029,184 088 LEAN CONCRETE BASE M3 155.0000 3,394,500.00 21,393.950 3,316,062 089 LEAN CONCRETE BASE (RAPID SETTING) M3 374.0000 5,647,400.00 14,814.480 5,540,615 090 HOT MIX ASPHALT TONN 106.0000 11,130,000.00 227.620 24,127.72 104,890.270 11,118,368 091 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 119.0000 2,808,400.00 25,158.210 2,993,826 092 PLACE HOT MIX ASPHALT DIKE (TYPE A) M 3.0000 2,100.00 539.010 1,617 093 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 3.0000 2,460.00 735.320 2,205 094 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 3.0000 50,400.00 16,199.290 48,597 095 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 3.0000 19,050.00 7,174.400 21,523 096 PLACE HOT MIX ASPHALT M2 6.0000 46,140.00 7,062.180 42,373 (MISCELLANEOUS AREA) 097 CONCRETE PAVEMENT M3 183.0000 6,807,600.00 36,135.310 6,612,761 098 CONCRETE PAVEMENT M3 418.0000 11,704,000.00 27,505.040 11,497,106 (RAPID STRENGTH CONCRETE) 099 CONCRETE PAVEMENT (RAMP TERMINI) M3 323.0000 855,950.00 2,905.720 938,547 100 CONCRETE PAVEMENT (RAMP TERMINI) M3 530.0000 265,000.00 519.250 275,202 (RAPID STRENGTH CONCRETE) 101 REPLACE CONCRETE PAVEMENT M3 671.0000 12,078,000.00 19,306.276 12,954,511 (RAPID STRENGTH CONCRETE) 102 SEAL PAVEMENT JOINT M 15.0000 1,135,500.00 5,405.000 81,075.00 65,597.000 983,955 103 TIE BAR (DRILL AND BOND) EA 10.0000 917,000.00 1,220.000 12,200.00 86,595.000 865,950 PROGRAM CAS145 PAGE 5 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 08:42 AM ESTIMATE NO. 52 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 10/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 GRIND EXISTING CONCRETE M2 4.7000 2,909,300.00 622,656.000 2,926,483 (S) PAVEMENT 105 STRUCTURAL CONCRETE, RETAINING WALL M3 1,200.0000 13,680.00 0.000 0 (F) 106 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,550.0000 2,735,750.00 1,798.308 2,787,377 (TYPE R) 107 CLASS 1 CONCRETE (BOX CULVERT) M3 1,800.0000 16,380.00 9.060 16,308 (F) 108 MINOR CONCRETE (MINOR STRUCTURE) M3 2,650.0000 2,304,705.00 786.450 2,084,092 (F) 109 MINOR CONCRETE (BACKFILL) M3 160.0000 19,200.00 24.840 3,974 110 PAVING NOTCH EXTENSION M3 20,000.0000 508,000.00 27.991 559,820 111 DRILL AND BOND DOWEL M 40.0000 4,400.00 34.238 1,369.52 82.500 3,300 112 CLEAN EXPANSION JOINT M 131.0000 132,441.00 916.000 119,996 113 REFINISH BRIDGE DECK M2 275.0000 51,425.00 468.125 128,734 114 FURNISH POLYESTER CONCRETE OVERLAY M3 3,700.0000 19,980.00 5.740 21,238 115 PLACE POLYESTER CONCRETE OVERLAY M2 235.0000 61,805.00 263.000 61,805 (F) 116 CORE TREATED BRIDGE DECK EA 125.0000 7,500.00 0.000 0 117 JOINT SEAL (MR 30 MM) M 150.0000 36,000.00 240.000 36,000 (S) 118 JOINT SEAL (MR 15 MM) M 150.0000 216,000.00 1,082.000 162,300 (S) 119 BAR REINFORCING STEEL KG 3.0000 4,699.80 463.040 1,389 (SF) 120 BAR REINFORCING STEEL (BOX CULVERT) KG 3.5000 1,949.50 557.000 1,949 (SF) 121 TREAT BRIDGE DECK M2 4.0000 39,464.00 9,866.000 39,464 (F) 122 FURNISH BRIDGE DECK TREATMENT MATERIAL L 17.0000 76,007.00 3,493.929 59,396 123 FURNISH SIGN STRUCTURE (TRUSS) KG 13.0000 232,414.00 17,878.000 232,414 (F) 124 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 17,878.00 17,878.000 17,878 (SF) 125 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 150.0000 12,150.00 53.000 7,950 126 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 11,250.00 75.000 11,250 (2.0 MM-UNFRAMED) 127 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 39,000.00 260.000 39,000 (1.6 MM-FRAMED) 128 1524 MM CAST-IN-DRILLED-HOLE M 4,100.0000 61,500.00 16.600 68,060 (S) CONCRETE PILE (SIGN FOUNDATION) 129 ROADSIDE SIGN - ONE POST EA 325.0000 87,750.00 251.000 81,575 130 450 MM REINFORCED CONCRETE PIPE M 220.0000 1,199,000.00 5,447.640 1,198,480 PROGRAM CAS145 PAGE 6 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 08:42 AM ESTIMATE NO. 52 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 10/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 525 MM REINFORCED CONCRETE PIPE M 600.0000 4,800.00 7.100 4,260 132 600 MM REINFORCED CONCRETE PIPE M 250.0000 262,500.00 854.200 213,550 133 450 MM CORRUGATED STEEL PIPE M 340.0000 108,800.00 308.700 104,958 (2.01 MM THICK) 134 450 MM SLOTTED CORRUGATED STEEL PIPE M 360.0000 3,996,000.00 10,129.820 3,646,735 (2.01 MM THICK) 135 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 525.0000 16,800.00 32.000 16,800 (2.01 MM THICK) 136 450 MM ENTRANCE TAPER EA 700.0000 2,800.00 4.000 2,800 137 GRATED LINE DRAIN M 250.0000 80,000.00 286.000 71,500 138 450 MM STEEL FLARED END SECTION EA 550.0000 4,950.00 9.000 4,950 139 900 MM PRECAST CONCRETE PIPE MANHOLE M 900.0000 18,000.00 10.400 9,360 140 ROCK SLOPE PROTECTION M3 250.0000 2,500.00 10.000 2,500 (FACING, METHOD B) 141 SLOPE PAVING (CONCRETE) M3 450.0000 31,500.00 70.000 31,500 142 MINOR CONCRETE (DITCH LINING) M3 500.0000 40,500.00 169.000 84,500 143 ROCK SLOPE PROTECTION FABRIC M2 15.0000 420.00 28.000 420 144 MINOR CONCRETE (MISCELLANEOUS M3 700.0000 861,000.00 1,428.122 999,685 CONSTRUCTION) 145 RAPID STRENGTH MINOR CONCRETE M3 900.0000 117,000.00 2.078 1,870 (CURB AND GUTTER) 146 MINOR CONCRETE (CURB AND SIDEWALK) M3 1,000.0000 7,500.00 7.500 7,500 147 MINOR CONCRETE (STAMPED CONCRETE) M2 85.0000 1,649,000.00 116.373 9,891.71 19,033.810 1,617,873 148 MISCELLANEOUS IRON AND STEEL KG 4.0000 584,492.00 135,084.000 540,336 (SF) 149 CHAIN LINK FENCE (TYPE CL-1.8) M 60.0000 8,400.00 174.000 10,440 (S) 150 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 4,000.00 2.000 4,000 (S) 151 METAL BEAM GUARD RAILING (WOOD POST) M 95.0000 180,500.00 2,097.650 199,276 (S) 152 CHAIN LINK RAILING (TYPE 7) M 230.0000 52,440.00 228.000 52,440 (SF) 153 TUBULAR HANDRAILING M 210.0000 15,330.00 103.000 21,630 (SF) 154 CONCRETE BARRIER (TYPE 26R) M 525.0000 37,800.00 56.000 29,400 (F) 155 CONCRETE BARRIER (TYPE 26R MODIFIED) M 425.0000 96,900.00 217.000 92,225 (F) 156 BURIED POST ANCHOR EA 950.0000 1,900.00 2.000 1,900 (S) 157 TRANSITION RAILING (TYPE WB) EA 4,500.0000 184,500.00 38.000 171,000 (S) PROGRAM CAS145 PAGE 7 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 08:42 AM ESTIMATE NO. 52 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 10/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 END CAP (TYPE A) EA 300.0000 3,000.00 11.000 3,300 (S) 159 END CAP (TYPE TC) EA 300.0000 12,300.00 38.000 11,400 (S) 160 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 11,400.00 22.000 13,200 (S) 161 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 33,000.00 11.000 33,000 (S) 162 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 50,000.00 20.000 50,000 (S) 163 CRASH CUSHION (TYPE CAT) EA 6,500.0000 84,500.00 14.000 91,000 (S) 164 ALTERNATIVE CRASH CUSHION EA 15,000.0000 210,000.00 15.000 225,000 (S) 165 CONCRETE BARRIER (TYPE 60) M 250.0000 65,000.00 0.000 0 166 CONCRETE BARRIER (TYPE 60GC) M 350.0000 346,500.00 0.000 0 167 CONCRETE BARRIER (TYPE 60SC MOD) M 450.0000 81,000.00 0.000 0 168 CONCRETE BARRIER (TYPE 60GC MOD) M 1,000.0000 7,000.00 0.000 0 169 CONCRETE BARRIER (TYPE 732R) M 650.0000 54,600.00 84.000 54,600 (SF)(MODIFIED) 170 CONCRETE BARRIER (TYPE 732B) M 225.0000 38,250.00 160.000 36,000 (F) 171 CONCRETE BARRIER (TYPE 732R) M 450.0000 489,600.00 807.000 363,150 (F) 172 CONCRETE BARRIER (TYPE 736R) M 425.0000 293,675.00 691.000 293,675 (F) 173 THERMOPLASTIC PAVEMENT MARKING M2 20.0000 244,000.00 714.000 14,280.00 2,830.600 56,612 (S) 174 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 204,800.00 27,573.600 22,058.88 87,611.000 70,088 (S) 175 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 20,850.00 11,175.000 16,762.50 61,617.000 92,425 (S) 176 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 6,382.50 5,568.000 4,176.00 11,472.000 8,604 (S) (BROKEN 3.66 M - 0.92 M) 177 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 60,500.00 18,489.000 9,244.50 144,761.000 72,380 (S) (BROKEN 10.98 M - 3.66 M) 178 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 2,615.00 672.000 336.00 2,805.000 1,402 (S) (BROKEN 5.18 M - 2.14 M) 179 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 33,400.00 1.000 1.00 37,706.000 37,706 (S) 180 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 65,800.00 830.000 1,660.00 27,718.000 55,436 (S) 181 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 25,000.0000 25,000.00 1.000 25,000 (S) SYSTEM ELEMENTS DURING CONSTRUCTION 182 LIGHTING (TEMPORARY) LS 47,000.0000 47,000.00 1.000 47,000 (S) 183 HIGHWAY ADVISORY RADIO SIGN AND FLASHING EA 18,000.0000 18,000.00 0.900 16,200.00 0.900 16,200 (S) BEACON ASSEMBLY 184 MODIFY FLASHING BEACON LS 13,000.0000 13,000.00 0.000 0 (S) PROGRAM CAS145 PAGE 8 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 08:42 AM ESTIMATE NO. 52 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 10/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 LIGHTING CONDUIT (BRIDGE) M 60.0000 92,400.00 1,845.000 110,700 (S) 186 MODIFY ELECTRIC SERVICE (IRRIGATION) LS 20,000.0000 20,000.00 1.000 20,000 (S) 187 MODIFY TRAFFIC MONITORING STATION LS 426,000.0000 426,000.00 0.045 19,170.00 1.000 426,000 (S) 188 MODIFY AUTOMATIC VEHICLE CLASSIFICATION LS 115,000.0000 115,000.00 0.480 55,200.00 0.900 103,500 (S) STATION 189 MODIFY COMMUNICATION SYSTEM LS 3,900,000.0000 3,900,000.00 1.000 3,900,000 (S) 190 MODIFY CLOSED CIRCUIT TELEVISION CAMERA LS 242,000.0000 242,000.00 1.000 242,000 (S) 191 MODIFY DATA AND VIDEO NODES LS 42,000.0000 42,000.00 1.000 42,000 (S) (LOCATION AT ROUTE 5/ROUTE 10) 192 MODIFY DATA AND VIDEO NODES LS 85,000.0000 85,000.00 1.000 85,000 (S) (LOCATION SB249) 193 MODIFY CABLE NODE LS 3,000.0000 3,000.00 1.000 3,000 (S) 194 WORK AT SAN GABRIEL VALLEY HUB BUILDING LS 81,000.0000 81,000.00 1.000 81,000 (S) 195 SYSTEM TESTING AND DOCUMENTATION LS 110,000.0000 110,000.00 0.100 11,000.00 1.000 110,000 (S) 196 MODIFY RAMP METERING SYSTEM LS 1,500,000.0000 1,500,000.00 0.020 30,000.00 1.000 1,500,000 (S) 197 MODIFY SIGNAL AND LIGHTING LS 21,000.0000 21,000.00 0.041 861.00 1.000 21,000 (S) 198 MODIFY LIGHTING AND SIGN ILLUMINATION LS 2,720,000.0000 2,720,000.00 0.994 2,703,680 (S) PROGRAM CAS145 PAGE 9 DATE 10/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 08:42 AM ESTIMATE NO. 52 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 10/20/12 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 10/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 379,776.78 116,358,316.05 ADJUSTMENT OF COMPENSATION -16,215.00 2,728,383.06 EXTRA WORK 154,553.33 6,703,296.96 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 518,115.11 125,789,996.07 199 MOBILIZATION LS 11,820,000.0000 11,820,000.00 1.000 11,820,000 ORIGINAL CONTRACT AMOUNT 131,598,361.80 TOTAL WORK COMPLETED 518,115.11 137,609,996.07 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -119,500.00 TOTAL 508,115.11 137,490,496.07 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 02/21/13 650 152 0 0 99% 84% PROGRESS IS SATISFACTORY CHOU, MICHAEL RESIDENT ENGINEER PROGRAM CAS145 DATE 10/24/12