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 07/23/12 EST. NO.15 TIME 10:28 AM R.E. NAME: WANG, SIMON YEH-FU 07-184104 --------------------------------------------------------------------------- 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 0038 2,532.91 E.W. @ F.A.(+) 013012 N P38 0 0039 763.65 030812 N P39 0 0040 381.83 031212 N P40 0 0041 1,725.12 030712 N P41 0 0042 360.45 041712 N P42 0 0043 1,816.69 050612 N P43 0 0044 442.05 052112 N P44 0 0045 1,985.76 032912 N P45 0 005 0001 85.76 E.W. @ F.A.(+) 022812 N P1 0 10,094.22 TOTAL THIS ESTIMATE 87,155.13 TOTAL PREVIOUS ESTIMATE 97,249.35 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 07/23/12 EST. NO.15 TIME 10:28 AM R.E. NAME: WANG, SIMON YEH-FU 07-184104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-184104 TIME 10:28 AM ESTIMATE NO. 15 BID OPENING 11/04/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 07/23/12 LOCATION PROGRESS ESTIMATE 07-LA-5-15.8/16.9 ----------------- PETERSON CHASE GEN ENG, INC. IN LOS ANGELES COUNTY IN LOS 1792 KAISER AVE ANGELES FROM 0.1 MILE N0RTH OF IRVINE, CA 92614 LORENA STREET OVERCROSSING TO ROUTE 10/5/101 SEPARATION FED. AID NO. ACHS-052(948)E ,IMG-052(948)E UPGRADE MEDIAN CONCRETE BARRIER ------------------------------------------------------------------------------------------------------------------------------------ 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 3,500.0000 3,500.00 0.750 2,625.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,000.00 0.000 0.00 003 TIME-RELATED OVERHEAD WDAY 1,050.0000 210,000.00 185.000 194,250.00 004 CONSTRUCTION SITE MANAGEMENT LS 1,850.0000 1,850.00 0.800 1,480.00 005 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 1.000 3,500.00 PREVENTION PLAN 006 TEMPORARY GRAVEL BAG BERM LF 2.0000 1,000.00 0.000 0.00 007 TEMPORARY COVER SQYD 3.0000 1,800.00 300.000 900.00 008 TEMPORARY DRAINAGE INLET PROTECTION EA 50.0000 600.00 12.000 600.00 009 STREET SWEEPING LS 2,000.0000 2,000.00 0.890 1,780.00 010 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 12,000.0000 12,000.00 1.000 12,000.00 011 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 0.750 6,000.00 012 TRAFFIC CONTROL SYSTEM LS 345,000.0000 345,000.00 0.050 17,250.00 0.950 327,750.00 013 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 1,000.00 20.000 1,000.00 014 TEMPORARY TERMINAL SECTION (TYPE K) EA 500.0000 1,000.00 2.000 1,000.00 015 TEMPORARY RAILING (TYPE K) LF 12.0000 135,600.00 8,455.000 101,460.00 016 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7000 8,260.00 11,824.000 8,276.80 STRIPE (HAZARDOUS WASTE) 017 NOISE MONITORING LS 1,200.0000 1,200.00 0.000 0.00 018 REMOVE METAL BEAM GUARD RAILING LF 8.0000 24,800.00 3,096.000 24,768.00 019 REMOVE DOUBLE METAL BEAM BARRIER LF 10.0000 14,800.00 1,474.000 14,740.00 020 REMOVE PAINTED TRAFFIC STRIPE LF 0.2800 6,384.00 6,370.000 1,783.60 021 REMOVE PAINTED PAVEMENT MARKING SQFT 5.5000 770.00 0.000 0.00 022 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 6,545.00 23,287.000 12,807.85 PROGRAM CAS145 PAGE 2 DATE 07/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-184104 TIME 10:28 AM ESTIMATE NO. 15 BID OPENING 11/04/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 07/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 11.0000 2,310.00 219.000 2,409.00 024 REMOVE PAVEMENT MARKER EA 0.5500 2,497.00 3,584.000 1,971.20 025 REMOVE ROADSIDE SIGN EA 100.0000 100.00 1.000 100.00 026 REMOVE SIGN STRUCTURE EA 2,500.0000 2,500.00 1.000 2,500.00 027 REMOVE ASPHALT CONCRETE DIKE LF 1.5000 1,500.00 0.000 0.00 028 REMOVE CURB LF 3.0000 28,350.00 9,450.000 28,350.00 029 REMOVE PIPE LF 32.0000 6,400.00 43.000 1,376.00 94.300 3,017.60 030 REMOVE INLET EA 400.0000 4,000.00 5.000 2,000.00 031 REMOVE RETAINING WALL LF 20.0000 28,000.00 1,200.000 24,000.00 032 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.3000 6,799.00 2,432.000 3,161.60 033 MODIFY INLET EA 6,000.0000 42,000.00 7.000 42,000.00 034 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 70.0000 490.00 0.000 0.00 035 ACCESS OPENING, SOFFIT EA 110.0000 440.00 4.000 440.00 036 BRIDGE REMOVAL (PORTION), LOCATION A LS 22,000.0000 22,000.00 1.000 22,000.00 037 BRIDGE REMOVAL (PORTION), LOCATION B LS 32,000.0000 32,000.00 1.000 32,000.00 038 BRIDGE REMOVAL (PORTION), LOCATION C LS 21,000.0000 21,000.00 1.000 21,000.00 039 BRIDGE REMOVAL (PORTION), LOCATION D LS 26,000.0000 26,000.00 1.000 26,000.00 040 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.500 5,000.00 041 ROADWAY EXCAVATION CY 39.0000 295,620.00 127.000 4,953.00 7,707.000 300,573.00 042 LEAD COMPLIANCE PLAN LS 2,800.0000 2,800.00 1.000 2,800.00 043 DITCH EXCAVATION CY 49.0000 3,675.00 75.000 3,675.00 75.000 3,675.00 044 HIGHWAY PLANTING LS 30,000.0000 30,000.00 0.050 1,500.00 0.050 1,500.00 045 PLANT ESTABLISHMENT WORK LS 23,500.0000 23,500.00 0.000 0.00 046 IRRIGATION SYSTEM LS 47,000.0000 47,000.00 0.000 0.00 047 CLASS 3 AGGREGATE BASE CY 110.0000 119,900.00 1,090.000 119,900.00 048 LEAN CONCRETE BASE CY 115.0000 89,700.00 780.000 89,700.00 049 MINOR HOT MIX ASPHALT TON 1,000.0000 500.00 0.500 500.00 0.500 500.00 PROGRAM CAS145 PAGE 3 DATE 07/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-184104 TIME 10:28 AM ESTIMATE NO. 15 BID OPENING 11/04/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 07/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT DIKE LF 25.0000 1,600.00 64.000 1,600.00 64.000 1,600.00 051 JOINTED PLAIN CONCRETE PAVEMENT CY 200.0000 312,000.00 85.000 17,000.00 1,668.000 333,600.00 052 SEAL PAVEMENT JOINT LF 7.1000 44,233.00 0.000 0.00 053 SEAL LONGITUDINAL ISOLATION JOINT LF 11.0000 102,520.00 0.000 0.00 054 STRUCTURAL CONCRETE, BRIDGE CY 1,950.0000 196,950.00 101.000 196,950.00 (F) 055 MINOR CONCRETE (MINOR STRUCTURE) CY 2,000.0000 104,000.00 9.380 18,760.00 61.380 122,760.00 (F) 056 MINOR CONCRETE (BACKFILL) CY 100.0000 800.00 0.000 0.00 057 DRILL AND BOND DOWEL LF 20.0000 20,100.00 4.000 80.00 1,478.000 29,560.00 058 REFINISH BRIDGE DECK SQFT 7.0000 17,290.00 0.000 0.00 059 REFINISH CONCRETE SURFACE SQFT 7.0000 11,760.00 0.000 0.00 060 FURNISH POLYESTER CONCRETE OVERLAY CF 225.0000 900.00 0.000 0.00 061 PLACE POLYESTER CONCRETE OVERLAY SQFT 70.0000 1,050.00 0.000 0.00 (F) 062 PUBLIC SAFETY PLAN LS 500.0000 500.00 0.000 0.00 063 JOINT SEAL (MR 1/2") LF 40.0000 3,200.00 20.000 800.00 60.000 2,400.00 064 BAR REINFORCING STEEL (BRIDGE) LB 3.9000 85,605.00 21,950.000 85,605.00 (F) 065 FURNISH SIGN STRUCTURE (TRUSS) LB 3.9000 107,530.80 13,979.000 54,518.10 (F) 066 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1800 4,962.96 13,979.000 2,516.22 (F) 067 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 14.0000 3,640.00 150.000 2,100.00 068 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 626.0000 27,544.00 44.000 27,544.00 (SIGN FOUNDATION) 069 18" ALTERNATIVE SLOTTED PIPE LF 51.0000 174,930.00 3,430.000 174,930.00 070 18" REINFORCED CONCRETE PIPE LF 250.0000 1,000.00 0.000 0.00 071 24" REINFORCED CONCRETE PIPE LF 105.0000 177,450.00 1,423.200 149,436.00 072 18" BITUMINOUS COATED CORRUGATED STEEL LF 120.0000 1,560.00 0.000 0.00 PIPE RISER (.079" THICK) 073 24" PRECAST CONCRETE PIPE MANHOLE LF 500.0000 1,000.00 0.000 0.00 074 CONCRETE (CHANNEL LINING) CY 540.0000 2,160.00 0.000 0.00 075 MISCELLANEOUS IRON AND STEEL LB 1.1000 20,560.10 978.000 1,075.80 19,669.000 21,635.90 (F) 076 BRIDGE DECK DRAINAGE SYSTEM LB 24.0000 28,080.00 585.000 14,040.00 (F) PROGRAM CAS145 PAGE 4 DATE 07/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-184104 TIME 10:28 AM ESTIMATE NO. 15 BID OPENING 11/04/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 07/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 METAL BEAM GUARD RAILING (WOOD POST) LF 34.0000 3,400.00 100.000 3,400.00 078 VEGETATION CONTROL (MINOR CONCRETE) SQYD 100.0000 8,200.00 82.000 8,200.00 079 END CAP (TYPE A) EA 200.0000 200.00 1.000 200.00 080 END ANCHOR ASSEMBLY (TYPE SFT) EA 715.0000 1,430.00 2.000 1,430.00 081 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 3,300.00 1.000 3,300.00 082 CONCRETE BARRIER (TYPE 60C) LF 286.0000 820,820.00 1,434.000 410,124.00 1,434.000 410,124.00 083 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 112.0000 110,880.00 302.000 33,824.00 983.000 110,096.00 084 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 085 CONCRETE BARRIER (TYPE 60R MODIFIED) LF 375.0000 120,000.00 127.000 47,625.00 253.000 94,875.00 086 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 112.0000 39,200.00 0.000 0.00 087 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 145.0000 143,260.00 296.000 42,920.00 741.000 107,445.00 (F) 088 CONCRETE BARRIER (TYPE 736R MODIFIED) LF 167.0000 75,985.00 125.000 20,875.00 334.000 55,778.00 (F) 089 CONCRETE BARRIER (TYPE 60E MODIFIED) LF 325.0000 162,500.00 100.000 32,500.00 193.000 62,725.00 090 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4900 15,974.00 0.000 0.00 091 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 2,340.00 0.000 0.00 092 THERMOPLASTIC PAVEMENT MARKING SQFT 5.5000 1,100.00 0.000 0.00 093 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1500 5,190.00 42,445.000 6,366.75 094 PAINT PAVEMENT MARKING (2-COAT) SQFT 5.5000 715.00 0.000 0.00 095 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 3,344.00 1,607.000 1,767.70 096 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.2000 3,300.00 892.000 1,962.40 097 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 098 MODIFY LIGHTING AND SIGN ILLUMINATION LS 11,000.0000 11,000.00 0.000 0.00 099 MODIFY SOFFIT LIGHTING LS 25,000.0000 25,000.00 0.000 0.00 100 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 101 STRUCTURAL CONCRETE, BARRIER SLAB CY 185.0000 57,350.00 310.000 57,350.00 310.000 57,350.00 (F) 102 BAR REINFORCING STEEL LB 0.8700 24,969.00 28,700.000 24,969.00 28,700.000 24,969.00 PROGRAM CAS145 PAGE 5 DATE 07/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-184104 TIME 10:28 AM ESTIMATE NO. 15 BID OPENING 11/04/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 07/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 738,756.80 3,620,502.72 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 10,094.22 97,249.35 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 748,851.02 3,717,752.07 103 MOBILIZATION LS 45,000.0000 45,000.00 1.000 45,000.00 ORIGINAL CONTRACT AMOUNT 4,779,072.86 TOTAL WORK COMPLETED 748,851.02 3,762,752.07 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 748,851.02 3,762,752.07 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 02/28/11 450 06/29/11 03/15/11 10/15/12 226 115 0 10 75% 48% PROGRESS IS SATISFACTORY WANG, SIMON YEH-FU RESIDENT ENGINEER PROGRAM CAS145 DATE 07/23/12