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 10/26/11 EST. NO.38 TIME 10:35 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 0282 901.47 E.W. @ F.A.(+) 070111 N 2803.0 0311 171.30 080711 N 4524.0 0317 770.00 122009 N 0178.0 0318 778.52 020310 N 0556.0 0319 1,443.15 083010 N 0604.0 0320 342.61 091710 N 0639.0 0321 248.82 092010 N 0641.0 0322 330.50 092410 N 0645.0 0323 382.94 093010 N 0711.0 0326 306.77 081910 N 0892.0 0328 257.62 091410 N 0939.0 0331 321.91 092410 N 1051.0 0333 1,630.20 062911 N 2671.1 0334 1,772.13 062811 N 2672.1 0336 521.48 073111 N 4512.0 0337 695.78 081311 N 4536.0 0338 428.00 081211 N 4537.0 0339 462.32 101110 N 4665.0 0340 427.92 102610 N 4666.0 0341 666.62 082610 N 4667.0 0342 422.28 121210 N 4669.0 0343 955.25 122810 N 4670.0 0344 235.84 121310 N 4671.0 0345 385.68 122710 N 4672.0 0346 663.92 092710 N 4673.0 0347 170.92 110210 N 4674.0 002 0181 413.74 E.W. @ F.A.(+) 092210 N 0669.1 0182 391.10 092010 N 0640.0 018 0004 1,973.40 E.W. @ F.A.(+) 102009 N 0540.0 039 0088 365.13 E.W. @ F.A.(+) 051011 N 2562.0 0110 2,887.21 091010 N 0715.1 0111 1,078.67 071510 N 0840.1 0112 2,716.78 080510 N 0891.1 0113 392.68 081710 N 0944.1 0116 1,868.02 072310 N 1100.1 0117 168.96 110410 N 2063.1 0118 977.79 042811 N 2472.1 0120 1,298.41 072010 N 1084.1 0121 1,086.96 072810 N 1087.1 042 0026 8,103.10 E.W. @ F.A.(+) 071510 N 0866.0 0031 3,396.04 090210 N 0941.0 0035 10,376.40 111210 N 2066.0 0036 1,691.68 083010 N 0618.0 0037 818.46 071510 N 0866.2 047 0001 6,807.11 E.W. @ F.A.(+) 071311 N 2673.1 049 0011 4,080.23 E.W. @ F.A.(+) 070110 N 0858.0 0013 1,179.25 120910 N 0584.1 050 0021 3,151.03 E.W. @ F.A.(+) 022211 N 2395.0 0022 395.76 080511 N 4690.0 051 0084 3,841.48 E.W. @ F.A.(+) 111610 N 2101.0 053 0003 5,277.51 E.W. @ F.A.(+) 100110 N 2525.0 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 10/26/11 EST. NO.38 TIME 10:35 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 --------------------------------------------------------------------------- 0005 765.20 092810 N 0673.0 0006 402.63 092810 N 673.20 055 0002 962.55 E.W. @ F.A.(+) 122710 N 2153.0 068 0001 3,135.12 E.W. @ F.A.(+) 051911 N 2668.1 0002 3,194.80 052011 N 2669.1 069 0011 4,161.27 E.W. @ F.A.(+) 070711 N 4687.0 072 0009 1,597.36 E.W. @ F.A.(+) 041111 N 0785.0 0010 2,522.70 050311 N 0782.0 077 0002 2,642.48 E.W. @ F.A.(+) 053111 N 2670.1 083 0002 1,925.00 E.W. @ F.A.(+) 052411 N 2705.0 101,739.96 TOTAL THIS ESTIMATE 4,617,273.16 TOTAL PREVIOUS ESTIMATE 4,719,013.12 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 10/26/11 EST. NO.38 TIME 10:35 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 -50,000.00 -154,500.00 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 0.00 -10,000.00 TOTAL DEDUCTIONS -50,000.00 -164,500.00 PROGRAM CAS145 PAGE 1 DATE 10/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 10:35 AM ESTIMATE NO. 38 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 10/20/11 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 10/26/11 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 19.000 114,000.00 575.000 3,450,000.00 003 TEMPORARY FENCE (TYPE CL-1.8) M 50.0000 16,500.00 0.000 0.00 004 CONSTRUCTION SITE MANAGEMENT LS 45,000.0000 45,000.00 0.030 1,350.00 0.880 39,600.00 005 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 0.030 15,000.00 0.880 440,000.00 011 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 220,000.0000 220,000.00 0.030 6,600.00 0.850 187,000.00 012 CONSTRUCTION AREA SIGNS LS 350,000.0000 350,000.00 0.970 339,500.00 (S) 013 TRAFFIC CONTROL SYSTEM LS 750,000.0000 6,750,000.00 0.030 202,500.00 0.880 5,940,000.00 (S) 014 TYPE II BARRICADE EA 45.0000 495.00 0.000 0.00 (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 1,229.510 24,590.20 (S) 017 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.3500 234,500.00 35,681.000 12,488.35 599,879.000 209,957.65 (S) 018 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 81,200.00 91.000 3,640.00 963.000 38,520.00 (S) 019 TEMPORARY PAVEMENT MARKER EA 2.5000 267,500.00 4,697.000 11,742.50 92,954.000 232,385.00 (S) 020 TEMPORARY TERMINAL SECTION (TYPE K) EA 710.0000 29,820.00 5.000 3,550.00 25.000 17,750.00 (S) 021 TEMPORARY RAILING (TYPE K) M 32.0000 2,499,200.00 6,000.000 192,000.00 73,135.000 2,340,320.00 022 TEMPORARY CRASH CUSHION MODULE EA 185.0000 160,950.00 417.000 77,145.00 (S) PROGRAM CAS145 PAGE 2 DATE 10/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 10:35 AM ESTIMATE NO. 38 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 10/20/11 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 10/26/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (S) 024 TEMPORARY TRAFFIC SCREEN M 15.0000 415,500.00 245.000 3,675.00 20,555.000 308,325.00 025 ABANDON CULVERT M 140.0000 26,600.00 40.200 5,628.00 026 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 0.000 0.00 (S) 028 REMOVE METAL BEAM GUARD RAILING M 15.0000 24,000.00 1,346.100 20,191.50 (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 670,000.00 180,135.000 180,135.00 (S) 031 REMOVE PAVEMENT MARKING M2 12.0000 3,960.00 233.530 2,802.36 032 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.0000 68,700.00 80,796.040 80,796.04 (S) 033 REMOVE PAVEMENT MARKER EA 0.5000 26,550.00 120,234.000 60,117.00 (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 11.000 33,000.00 036 REMOVE CURB M 15.0000 115,650.00 5,872.000 88,080.00 037 REMOVE PIPE M 30.0000 83,400.00 2,468.400 74,052.00 038 REMOVE INLET EA 1,500.0000 180,000.00 104.000 156,000.00 039 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 0.000 0.00 042 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 167,200.00 266.700 14,668.50 2,471.560 135,935.80 (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 45.000 94,500.00 047 ADJUST MANHOLE EA 800.0000 8,800.00 16.000 12,800.00 048 ADJUST MANHOLE TO GRADE EA 800.0000 12,000.00 11.000 8,800.00 049 MODIFY INLET EA 4,000.0000 28,000.00 6.000 24,000.00 PROGRAM CAS145 PAGE 3 DATE 10/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 10:35 AM ESTIMATE NO. 38 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 10/20/11 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 10/26/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 6.800 850.00 051 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 0.000 0.00 054 CLEAN BRIDGE DECK M2 4.0000 39,464.00 1,652.348 6,609.39 055 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 0.000 0.00 057 REMOVE RAILING M 100.0000 1,600.00 15.000 1,500.00 058 REMOVE EXISTING METAL RAILING M 10.0000 2,810.00 124.970 1,249.70 059 BRIDGE REMOVAL (PORTION), LOCATION A LS 5,000.0000 5,000.00 0.000 0.00 060 BRIDGE REMOVAL (PORTION), LOCATION B LS 20,000.0000 20,000.00 0.850 17,000.00 061 BRIDGE REMOVAL (PORTION), LOCATION C LS 25,000.0000 25,000.00 0.850 21,250.00 062 BRIDGE REMOVAL (PORTION), LOCATION D LS 47,000.0000 47,000.00 0.000 0.00 063 BRIDGE REMOVAL (PORTION), LOCATION E LS 20,000.0000 20,000.00 0.850 17,000.00 064 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 0.850 3,400.00 066 BRIDGE REMOVAL (PORTION), LOCATION H LS 25,000.0000 25,000.00 0.850 21,250.00 067 BRIDGE REMOVAL (PORTION), LOCATION I LS 14,000.0000 14,000.00 0.850 11,900.00 068 BRIDGE REMOVAL (PORTION), LOCATION J LS 17,000.0000 17,000.00 0.500 8,500.00 069 BRIDGE REMOVAL (PORTION), LOCATION K LS 52,000.0000 52,000.00 0.920 47,840.00 070 BRIDGE REMOVAL (PORTION), LOCATION L LS 5,000.0000 5,000.00 0.000 0.00 071 BRIDGE REMOVAL (PORTION), LOCATION M LS 4,000.0000 4,000.00 0.000 0.00 072 BRIDGE REMOVAL (PORTION), LOCATION N LS 8,000.0000 8,000.00 0.000 0.00 073 CLEARING AND GRUBBING LS 48,960.0000 48,960.00 0.050 2,448.00 0.950 46,512.00 074 ROADWAY EXCAVATION M3 35.0000 7,455,000.00 15,349.750 537,241.25 188,734.450 6,605,705.75 075 ROADWAY EXCAVATION (TYPE Z-2) M3 190.0000 1,656,800.00 1,693.000 321,670.00 (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 10/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 10:35 AM ESTIMATE NO. 38 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 10/20/11 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 10/26/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.300 345.00 (F) 078 DITCH EXCAVATION M3 40.0000 1,320.00 0.000 0.00 079 IMPORTED BORROW M3 9.0000 3,960.00 436.000 3,924.00 080 HIGHWAY PLANTING LS 135,000.0000 135,000.00 0.520 70,200.00 (S) 081 EROSION CONTROL (TYPE D) M2 8.2500 2,475.00 0.000 0.00 (S) 082 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.080 4,000.00 0.080 4,000.00 (S) 083 IRRIGATION SYSTEM LS 370,000.0000 370,000.00 0.850 314,500.00 (S) 084 200 MM CORRUGATED HIGH DENSITY M 95.0000 84,550.00 771.000 73,245.00 (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 3,096,000.00 757.100 45,426.00 41,840.750 2,510,445.00 088 LEAN CONCRETE BASE M3 155.0000 3,394,500.00 2,064.740 320,034.70 16,864.840 2,614,050.20 089 LEAN CONCRETE BASE (RAPID SETTING) M3 374.0000 5,647,400.00 81.000 30,294.00 13,244.520 4,953,450.48 090 HOT MIX ASPHALT TONN 106.0000 11,130,000.00 6,544.030 693,667.18 101,414.090 10,749,893.54 091 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 119.0000 2,808,400.00 1,680.310 199,956.89 25,052.700 2,981,271.30 092 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 2,460.00 364.160 1,092.48 094 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 3.0000 50,400.00 11,116.830 33,350.49 095 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 3.0000 19,050.00 4,387.080 13,161.24 096 PLACE HOT MIX ASPHALT M2 6.0000 46,140.00 6,386.760 38,320.56 (MISCELLANEOUS AREA) 097 CONCRETE PAVEMENT M3 183.0000 6,807,600.00 1,468.500 268,735.50 24,781.320 4,534,981.56 098 CONCRETE PAVEMENT M3 418.0000 11,704,000.00 24,479.540 10,232,447.72 (RAPID STRENGTH CONCRETE) 099 CONCRETE PAVEMENT (RAMP TERMINI) M3 323.0000 855,950.00 2,786.000 899,878.00 100 CONCRETE PAVEMENT (RAMP TERMINI) M3 530.0000 265,000.00 57.000 30,210.00 431.890 228,901.70 (RAPID STRENGTH CONCRETE) 101 REPLACE CONCRETE PAVEMENT M3 671.0000 12,078,000.00 19,002.488 12,750,669.45 (RAPID STRENGTH CONCRETE) 102 SEAL PAVEMENT JOINT M 15.0000 1,135,500.00 7,056.000 105,840.00 25,145.000 377,175.00 103 TIE BAR (DRILL AND BOND) EA 10.0000 917,000.00 79,925.000 799,250.00 PROGRAM CAS145 PAGE 5 DATE 10/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 10:35 AM ESTIMATE NO. 38 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 10/20/11 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 10/26/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,909,300.00 134,216.000 630,815.20 312,212.000 1,467,396.40 (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 1,577.562 2,445,221.10 (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 2,304,705.00 749.290 1,985,618.50 (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 22.628 452,560.00 111 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 0.000 0.00 115 PLACE POLYESTER CONCRETE OVERLAY M2 235.0000 61,805.00 0.000 0.00 (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 1,652.348 6,609.39 (F) 122 FURNISH BRIDGE DECK TREATMENT MATERIAL L 17.0000 76,007.00 639.735 10,875.50 123 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 0.000 0.00 (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 5,411.800 1,190,596.00 PROGRAM CAS145 PAGE 6 DATE 10/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 10:35 AM ESTIMATE NO. 38 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 10/20/11 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 10/26/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 262,500.00 823.600 205,900.00 133 450 MM CORRUGATED STEEL PIPE M 340.0000 108,800.00 235.400 80,036.00 (2.01 MM THICK) 134 450 MM SLOTTED CORRUGATED STEEL PIPE M 360.0000 3,996,000.00 9,496.300 3,418,668.00 (2.01 MM THICK) 135 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 525.0000 16,800.00 4.700 2,467.50 (2.01 MM THICK) 136 450 MM ENTRANCE TAPER EA 700.0000 2,800.00 0.000 0.00 137 GRATED LINE DRAIN M 250.0000 80,000.00 320.000 80,000.00 138 450 MM STEEL FLARED END SECTION EA 550.0000 4,950.00 6.000 3,300.00 139 900 MM PRECAST CONCRETE PIPE MANHOLE M 900.0000 18,000.00 14.200 12,780.00 140 ROCK SLOPE PROTECTION M3 250.0000 2,500.00 1.200 300.00 (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 78.300 39,150.00 143 ROCK SLOPE PROTECTION FABRIC M2 15.0000 420.00 0.000 0.00 144 MINOR CONCRETE (MISCELLANEOUS M3 700.0000 861,000.00 1,320.470 924,329.00 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 0.000 0.00 147 MINOR CONCRETE (STAMPED CONCRETE) M2 85.0000 1,649,000.00 17,675.837 1,502,446.15 148 MISCELLANEOUS IRON AND STEEL KG 4.0000 584,492.00 123,511.000 494,044.00 (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 46.600 4,427.00 1,429.800 135,831.00 (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 0.000 0.00 (F) 155 CONCRETE BARRIER (TYPE 26R MODIFIED) M 425.0000 96,900.00 0.000 0.00 (F) 156 BURIED POST ANCHOR EA 950.0000 1,900.00 1.000 950.00 1.000 950.00 (S) 157 TRANSITION RAILING (TYPE WB) EA 4,500.0000 184,500.00 3.000 13,500.00 30.000 135,000.00 (S) PROGRAM CAS145 PAGE 7 DATE 10/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 10:35 AM ESTIMATE NO. 38 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 10/20/11 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 10/26/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.000 2,100.00 (S) 159 END CAP (TYPE TC) EA 300.0000 12,300.00 3.000 900.00 28.000 8,400.00 (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 3.000 7,500.00 17.000 42,500.00 (S) 163 CRASH CUSHION (TYPE CAT) EA 6,500.0000 84,500.00 10.000 65,000.00 (S) 164 ALTERNATIVE CRASH CUSHION EA 15,000.0000 210,000.00 14.000 210,000.00 (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 0.000 0.00 (SF)(MODIFIED) 170 CONCRETE BARRIER (TYPE 732B) M 225.0000 38,250.00 0.000 0.00 (F) 171 CONCRETE BARRIER (TYPE 732R) M 450.0000 489,600.00 854.460 384,507.00 (F) 172 CONCRETE BARRIER (TYPE 736R) M 425.0000 293,675.00 656.000 278,800.00 (F) 173 THERMOPLASTIC PAVEMENT MARKING M2 20.0000 244,000.00 125.580 2,511.60 (S) 174 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 204,800.00 198.000 158.40 (S) 175 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 20,850.00 131.000 196.50 (S) 176 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 6,382.50 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 177 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 60,500.00 0.000 0.00 (S) (BROKEN 10.98 M - 3.66 M) 178 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 2,615.00 63.000 31.50 (S) (BROKEN 5.18 M - 2.14 M) 179 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 33,400.00 0.000 0.00 (S) 180 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 65,800.00 252.000 504.00 (S) 181 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 25,000.0000 25,000.00 0.600 15,000.00 (S) SYSTEM ELEMENTS DURING CONSTRUCTION 182 LIGHTING (TEMPORARY) LS 47,000.0000 47,000.00 0.947 44,509.00 (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 10/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 10:35 AM ESTIMATE NO. 38 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 10/20/11 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 10/26/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,540.000 92,400.00 (S) 186 MODIFY ELECTRIC SERVICE (IRRIGATION) LS 20,000.0000 20,000.00 0.105 2,100.00 0.269 5,380.00 (S) 187 MODIFY TRAFFIC MONITORING STATION LS 426,000.0000 426,000.00 0.004 1,704.00 0.244 103,944.00 (S) 188 MODIFY AUTOMATIC VEHICLE CLASSIFICATION LS 115,000.0000 115,000.00 0.211 24,265.00 (S) STATION 189 MODIFY COMMUNICATION SYSTEM LS 900,000.0000 3,900,000.00 0.021 81,900.00 0.898 3,502,200.00 (S) 190 MODIFY CLOSED CIRCUIT TELEVISION CAMERA LS 242,000.0000 242,000.00 0.111 26,862.00 (S) 191 MODIFY DATA AND VIDEO NODES LS 42,000.0000 42,000.00 0.000 0.00 (S) (LOCATION AT ROUTE 5/ROUTE 10) 192 MODIFY DATA AND VIDEO NODES LS 85,000.0000 85,000.00 0.000 0.00 (S) (LOCATION SB249) 193 MODIFY CABLE NODE LS 3,000.0000 3,000.00 0.000 0.00 (S) 194 WORK AT SAN GABRIEL VALLEY HUB BUILDING LS 81,000.0000 81,000.00 0.000 0.00 (S) 195 SYSTEM TESTING AND DOCUMENTATION LS 110,000.0000 110,000.00 0.250 27,500.00 (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 0.010 27,200.00 0.982 2,671,040.00 (S) PROGRAM CAS145 PAGE 9 DATE 10/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-166814 TIME 10:35 AM ESTIMATE NO. 38 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 10/20/11 R.E. NAME: CHOU, MICHAEL DATE OF THIS ESTIMATE 10/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,590,064.07 100,884,251.16 ADJUSTMENT OF COMPENSATION 0.00 2,411,754.64 EXTRA WORK 101,739.96 2,307,258.48 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,691,804.03 105,603,264.28 199 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 3,691,804.03 117,423,264.28 MATERIALS ON HAND ON SITE 258,859.20 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -50,000.00 -164,500.00 TOTAL 3,641,804.03 117,517,623.48 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 08/02/12 575 135 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY CHOU, MICHAEL RESIDENT ENGINEER PROGRAM CAS145 DATE 10/26/11