PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 05/18/12 EST. NO.24 TIME 10:47 AM R.E. NAME: YAN, ANDREW 04-163744 --------------------------------------------------------------------------- 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 0108 4,200.37 E.W. @ F.A.(+) 101411 N 2053.0 0109 4,785.57 101711 N 2054.0 0126 2,950.86 022812 N 3124.0 0127 1,416.80 022112 N 3131.0 0128 1,530.65 030512 N 3158.0 0130 1,385.66 032012 N 3201.0 0132 818.23 032912 N 3206.0 005 0358 475.07 E.W. @ F.A.(+) 072611 N 3014.0 0359 1,023.99 022312 N 3119.0 019 0023 1,003.33 E.W. @ F.A.(+) 072811 N 3015.0 028 0857 6,000.15 E.W. @ F.A.(+) 021612 N 2903.0 0873 10,221.93 030112 N 2987.0 0892 1,232.00 030112 N 3063.0 0896 2,175.32 030112 N 3069.0 0897 2,320.34 030212 N 3070.0 0899 2,144.18 031512 N 3072.0 0909 617.64 100511 N 3129.0 0910 1,078.00 031212 N 3157.0 0911 15,341.96 030512 N 3162.0 0912 3,802.70 030612 N 3163.0 0913 1,160.17 030712 N 3164.0 0914 1,740.26 030812 N 3165.0 0915 2,592.23 030912 N 3166.0 0916 2,592.23 031212 N 3167.0 0917 4,521.79 031312 N 3168.0 0918 5,373.80 031412 N 3169.0 0919 4,237.84 031512 N 3170.0 0920 4,225.72 031612 N 3171.0 0922 6,074.32 031912 N 3187.0 0926 412.50 021312 N 3219.0 0928 1,078.00 011612 N 3228.0 0929 1,062.60 030812 N 3231.0 0930 2,461.29 031712 N 3236.0 0931 14,932.48 031912 N 3237.0 0932 1,740.26 032012 N 3238.0 0933 1,740.26 032112 N 3239.0 0934 1,740.26 032212 N 3240.0 0935 1,595.24 032312 N 3241.0 0936 3,597.25 032412 N 3242.0 0937 2,804.03 032512 N 3243.0 0939 3,550.98 032712 N 3245.0 0940 1,160.17 032812 N 3246.0 0941 2,102.84 033012 N 3247.0 055 0002-1 -365,920.76 E.W. @ F.A.(+) 051111 N 1135.0 DAO CORRECTING ENTRY 0003-1 -333,678.03 051111 N 1136.0 DAO CORRECTING ENTRY 0004 191,293.44 051111 N 1137.0 0029-1 -1,148.04 060211 N 1249.0 DAO CORRECTING ENTRY 0031-1 -272.62 052711 N 1251.0 DAO CORRECTING ENTRY 0032-1 -1,096.28 060111 N 1252.0 DAO CORRECTING ENTRY 0043-1 -1,233.34 052811 N 1264.0 DAO CORRECTING ENTRY 0049-1 -5,986.35 060411 N 1272.0 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 05/18/12 EST. NO.24 TIME 10:47 AM R.E. NAME: YAN, ANDREW 04-163744 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0058-1 -654.16 061811 N 1286.0 DAO CORRECTING ENTRY 0063-1 -305.67 071411 N 1553.0 DAO CORRECTING ENTRY 0076-1 -908.90 072811 N 1601.0 DAO CORRECTING ENTRY 0082-1 -205.71 080111 N 1608.0 DAO CORRECTING ENTRY 0103-1 -1,413.59 062911 N 1408.0 DAO CORRECTING ENTRY 0108-1 -1,413.07 070711 N 1445.0 DAO CORRECTING ENTRY 0118 526,531.86 012811 N 1722.0 0138-1 -976.80 090611 N 1818.0 DAO CORRECTING ENTRY 0139-1 -976.80 090711 N 1819.0 DAO CORRECTING ENTRY 0140-1 -976.80 090811 N 1820.0 DAO CORRECTING ENTRY 0141-1 -976.80 090911 N 1821.0 DAO CORRECTING ENTRY 0142-1 -3,234.35 091011 N 1822.0 DAO CORRECTING ENTRY 0143-1 -3,234.35 091111 N 1823.0 DAO CORRECTING ENTRY 0151-1 -976.80 091211 N 1840.0 DAO CORRECTING ENTRY 0152-1 -976.80 091311 N 1841.0 DAO CORRECTING ENTRY 0153-1 -995.48 091411 N 1842.0 DAO CORRECTING ENTRY 0154-1 -976.80 091511 N 1843.0 DAO CORRECTING ENTRY 0155-1 -976.80 091611 N 1844.0 DAO CORRECTING ENTRY 0156-1 -3,234.35 091711 N 1845.0 DAO CORRECTING ENTRY 0185-1 -976.80 091911 N 1875.0 DAO CORRECTING ENTRY 0186-1 -976.80 092011 N 1876.0 DAO CORRECTING ENTRY 0187-1 -976.80 092111 N 1877.0 DAO CORRECTING ENTRY 0188-1 -976.80 092311 N 1878.0 DAO CORRECTING ENTRY 0189-1 -3,234.35 092411 N 1879.0 DAO CORRECTING ENTRY 0190-1 -3,234.35 092511 N 1880.0 DAO CORRECTING ENTRY 0191-1 -976.80 092211 N 1881.0 DAO CORRECTING ENTRY 0197 124,477.10 080511 N 1908.0 0199-1 -437.75 052611 N 1909.0 DAO CORRECTING ENTRY 0201-1 -3,369.11 052811 N 1911.0 DAO CORRECTING ENTRY 0202-1 -1,532.12 052111 N 1912.0 DAO CORRECTING ENTRY 0203-1 -2,156.23 052911 N 1913.0 DAO CORRECTING ENTRY 0204-1 -1,094.38 061811 N 1914.0 DAO CORRECTING ENTRY 0205-1 -1,532.12 070211 N 1915.0 DAO CORRECTING ENTRY 0206-1 -1,313.25 080611 N 1917.0 DAO CORRECTING ENTRY 0207-1 -1,313.25 071611 N 1919.0 DAO CORRECTING ENTRY 0208-1 -1,886.69 082111 N 1920.0 DAO CORRECTING ENTRY 0210-1 -3,234.35 091811 N 1922.0 DAO CORRECTING ENTRY 0220-1 -2,610.23 060411 N 1933.0 DAO CORRECTING ENTRY 0221-1 -1,801.65 070911 N 1934.0 DAO CORRECTING ENTRY 0222-1 -1,801.65 082011 N 1935.0 DAO CORRECTING ENTRY 0226-1 -2,071.17 082711 N 1936.0 DAO CORRECTING ENTRY 0254-1 -976.80 101011 N 1969.0 DAO CORRECTING ENTRY 0255-1 -976.80 101111 N 1970.0 DAO CORRECTING ENTRY 0256-1 -976.80 101211 N 1971.0 DAO CORRECTING ENTRY 0257-1 -976.80 101311 N 1972.0 DAO CORRECTING ENTRY 0258-1 -976.80 101411 N 1973.0 DAO CORRECTING ENTRY 0259-1 -2,425.75 101511 N 1974.0 DAO CORRECTING ENTRY 0338-1 -282,069.31 122111 N 2265.0 DAO CORRECTING ENTRY 071 0002 6,229.78 E.W. @ F.A.(+) 030812 N 3145.0 0003 174.29 030812 N 3146.0 0004 2,336.51 030912 N 3147.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 05/18/12 EST. NO.24 TIME 10:47 AM R.E. NAME: YAN, ANDREW 04-163744 --------------------------------------------------------------------------- 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 1,603.20 031212 N 3148.0 0006 1,659.10 031212 N 3150.0 0007 1,617.00 030712 N 3208.0 0008 990.00 030812 N 3209.0 0009 525.25 030912 N 3210.0 0010 635.80 030912 N 3211.0 0011 701.25 030912 N 3212.0 0012 607.75 031212 N 3213.0 -63,231.56 TOTAL THIS ESTIMATE 31,869,232.60 TOTAL PREVIOUS ESTIMATE 31,806,001.04 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 05/18/12 EST. NO.24 TIME 10:47 AM R.E. NAME: YAN, ANDREW 04-163744 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 10:47 AM ESTIMATE NO. 24 BID OPENING 02/26/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/12 R.E. NAME: YAN, ANDREW DATE OF THIS ESTIMATE 05/18/12 LOCATION PROGRESS ESTIMATE 04-SF-101-8.8/9.2 ----------------- R & L BROSAMER, INC IN THE CITY AND COUNTY OF SAN 1777 OAKLAND BLVD, SUITE 300 FRANCISCO FROM 1.3 MILE TO 0.3 MILE WALNUT CREEK CA 94596 SOUTH OF THE ROUTE 1/101 SEPARATION FED. AID NO. SARR-Q101(153)E ,A-Q101(153)E CONSTRUCT TUNNNEL ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 1.000 5,000.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,250.00 9.000 2,250.00 003 TIME-RELATED OVERHEAD WDAY 4,000.0000 2,420,000.00 30.000 120,000.00 683.000 2,732,000.00 004 TEMPORARY FENCE (TYPE CL-6) LF 9.0000 183,600.00 1,023.000 9,207.00 2,608.000 23,472.00 005 TEMPORARY FENCE (TYPE CL-6, SLATTED) LF 15.0000 252,000.00 537.000 8,055.00 9,603.000 144,045.00 006 TEMPORARY REINFORCED SILT FENCE LF 8.0000 6,000.00 80.000 640.00 007 TEMPORARY FENCE (TYPE ESA) LF 2.0000 7,320.00 216.000 432.00 008 CONSTRUCTION SITE MANAGEMENT LS 35,000.0000 35,000.00 1.000 35,000.00 009 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 010 TEMPORARY TIRE WASH SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 011 TEMPORARY STORM WATER RUN-ON BYPASS AND LS 150,000.0000 150,000.00 1.000 150,000.00 EXCAVATION DEWATERING 012 TEMPORARY EROSION CONTROL BLANKET SQYD 4.0000 49,600.00 1,420.000 5,680.00 013 TEMPORARY FIBER ROLL LF 6.0000 7,800.00 16,745.000 100,470.00 014 TEMPORARY SILT FENCE LF 4.0000 2,000.00 7,665.000 30,660.00 015 TEMPORARY GRAVEL BAG BERM LF 4.0000 28,800.00 17,356.000 69,424.00 016 TEMPORARY CONSTRUCTION ENTRANCE EA 2,800.0000 8,400.00 3.000 8,400.00 017 TEMPORARY COVER SQYD 3.0000 14,250.00 48,323.000 144,969.00 018 TEMPORARY CHECK DAM LF 10.0000 2,500.00 248.000 2,480.00 019 MOVE-IN/MOVE-OUT EA 700.0000 6,300.00 11.000 7,700.00 (TEMPORARY EROSION CONTROL) 020 TEMPORARY DRAINAGE INLET PROTECTION EA 290.0000 7,830.00 74.000 21,460.00 021 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 23,800.00 132,668.000 132,668.00 (BONDED FIBER MATRIX) 022 STREET SWEEPING LS 100,000.0000 100,000.00 1.000 100,000.00 PROGRAM CAS145 PAGE 2 DATE 05/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 10:47 AM ESTIMATE NO. 24 BID OPENING 02/26/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/12 R.E. NAME: YAN, ANDREW DATE OF THIS ESTIMATE 05/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 37,700.0000 37,700.00 1.000 37,700.00 024 CONFINEMENT SYSTEM SQYD 20.0000 9,200.00 460.000 9,200.00 025 SURVEY OF EXISTING NON-HIGHWAY LS 100,000.0000 100,000.00 1.000 100,000.00 FACILITIES 026 VIBRATION MONITORING LS 150,000.0000 150,000.00 1.000 150,000.00 027 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.100 2,500.00 1.000 25,000.00 028 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.400 10,000.00 0.900 22,500.00 029 TRAFFIC MANAGEMENT PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 030 TEMPORARY ACCESS PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 031 TYPE III BARRICADE EA 150.0000 33,000.00 70.000 10,500.00 220.000 33,000.00 032 TEMPORARY CHAIN LINK GATE EA 1,500.0000 13,500.00 14.000 21,000.00 033 PORTABLE CHANGEABLE MESSAGE SIGN LS 45,000.0000 45,000.00 1.000 45,000.00 1.000 45,000.00 034 TEMPORARY RAILING (TYPE K) LF 15.0000 39,750.00 5,640.000 84,600.00 035 TEMPORARY TRAFFIC SCREEN LF 10.0000 23,200.00 2,160.000 21,600.00 036 SOUND CONTROL AND MONITORING LS 50,000.0000 50,000.00 1.000 50,000.00 037 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 1.0000 1,100.00 1,100.000 1,100.00 1,100.000 1,100.00 (HAZARDOUS WASTE) 038 ABANDON CULVERT LF 15.0000 8,250.00 76.000 1,140.00 039 ABANDON INLET EA 1,100.0000 11,000.00 5.000 5,500.00 040 ABANDON MANHOLE EA 1,500.0000 4,500.00 1.000 1,500.00 041 REMOVE FENCE LF 5.0000 28,850.00 1,687.000 8,435.00 042 REMOVE BARRIER LF 15.0000 57,000.00 1,980.000 29,700.00 2,200.000 33,000.00 043 REMOVE PAINTED TRAFFIC STRIPE LF 0.6000 2,670.00 3,997.000 2,398.20 3,997.000 2,398.20 044 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 4,995.00 9,990.000 4,995.00 9,990.000 4,995.00 045 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 2,920.00 1,460.000 2,920.00 1,460.000 2,920.00 046 REMOVE PAVEMENT MARKER EA 1.0000 1,500.00 1,500.000 1,500.00 1,500.000 1,500.00 047 REMOVE ROADSIDE SIGN EA 100.0000 5,300.00 55.000 5,500.00 55.000 5,500.00 048 REMOVE SIGN STRUCTURE EA 5,000.0000 10,000.00 2.000 10,000.00 049 REMOVE CULVERT LF 23.0000 19,320.00 64.000 1,472.00 PROGRAM CAS145 PAGE 3 DATE 05/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 10:47 AM ESTIMATE NO. 24 BID OPENING 02/26/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/12 R.E. NAME: YAN, ANDREW DATE OF THIS ESTIMATE 05/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE INLET EA 960.0000 2,880.00 0.000 0.00 051 REMOVE MANHOLE EA 1,600.0000 1,600.00 0.000 0.00 052 REMOVE RETAINING WALL (PORTION) LF 75.0000 61,500.00 400.000 30,000.00 400.000 30,000.00 053 ADJUST INLET LF 1,700.0000 8,160.00 2.000 3,400.00 054 ADJUST MANHOLE TO GRADE EA 3,100.0000 18,600.00 1.000 3,100.00 055 MODIFY INLET TO MANHOLE EA 1,800.0000 3,600.00 2.000 3,600.00 056 MODIFY MANHOLE TO INLET EA 1,800.0000 1,800.00 0.000 0.00 057 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 4,260.00 2,130.000 4,260.00 2,130.000 4,260.00 058 CAP INLET EA 1,200.0000 19,200.00 7.000 8,400.00 059 CAP MANHOLE EA 1,300.0000 2,600.00 0.000 0.00 060 REMOVE CRASH CUSHION EA 1,500.0000 3,000.00 2.000 3,000.00 2.000 3,000.00 061 BRIDGE REMOVAL (STAGE 1) LS 250,000.0000 250,000.00 0.750 187,500.00 0.750 187,500.00 062 BRIDGE REMOVAL (STAGE 2) LS 500,000.0000 500,000.00 0.750 375,000.00 0.750 375,000.00 063 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 064 ROADWAY EXCAVATION CY 10.0000 445,000.00 6,727.000 67,270.00 44,500.000 445,000.00 065 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 066 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 (NATURALLY OCCURING ASBESTOS) 067 DUST CONTROL PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 (NATURALLY OCCURRING ASBESTOS) 068 STRUCTURE EXCAVATION (TUNNEL) CY 36.5000 2,372,500.00 65,000.000 2,372,500.00 069 STRUCTURE EXCAVATION (BRIDGE) CY 20.0000 29,300.00 1,465.000 29,300.00 (F) 070 STRUCTURE EXCAVATION (SERPENTINE) CY 100.0000 630,000.00 6,300.000 630,000.00 071 STRUCTURE EXCAVATION (ROCK) CY 40.0000 863,600.00 21,590.000 863,600.00 072 STRUCTURE EXCAVATION (RETAINING WALL) CY 65.0000 305,370.00 3,298.000 214,370.00 (F) 073 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 25.0000 101,250.00 4,050.000 101,250.00 074 STRUCTURE EXCAVATION (TIEBACK WALL) CY 25.0000 54,500.00 2,180.000 54,500.00 (F) 075 STRUCTURE BACKFILL (BRIDGE) CY 45.0000 26,550.00 590.000 26,550.00 (F) 076 STRUCTURE BACKFILL (TUNNEL) CY 45.0000 9,675.00 215.000 9,675.00 (F) PROGRAM CAS145 PAGE 4 DATE 05/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 10:47 AM ESTIMATE NO. 24 BID OPENING 02/26/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/12 R.E. NAME: YAN, ANDREW DATE OF THIS ESTIMATE 05/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE BACKFILL (SLURRY CEMENT) CY 74.0000 72,890.00 985.000 72,890.00 (F) 078 STRUCTURE BACKFILL CY 70.0000 399,000.00 5,700.000 399,000.00 (F) (LIGHTWEIGHT AGGREGATE) 079 STRUCTURE BACKFILL (RETAINING WALL) CY 60.0000 167,040.00 2,379.000 142,740.00 (F) 080 STRUCTURE BACKFILL (TIEBACK WALL) CY 40.0000 23,200.00 580.000 23,200.00 (F) 081 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 50.0000 7,500.00 100.500 5,025.00 150.000 7,500.00 (F) 082 SAND BACKFILL CY 450.0000 15,300.00 4.200 1,890.00 083 CONCRETE BACKFILL CY 125.0000 321,250.00 2,570.000 321,250.00 (F) 084 LEAN CONCRETE BACKFILL CY 125.0000 266,250.00 2,130.000 266,250.00 (F) 085 DITCH EXCAVATION CY 75.0000 30,000.00 0.000 0.00 086 TUNNEL EXCAVATION MONITORING LS 75,000.0000 75,000.00 1.000 75,000.00 087 IMPORTED BORROW CY 8.0000 251,200.00 0.000 0.00 088 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) CY 60.0000 654,000.00 0.000 0.00 089 LIGHTWEIGHT FILL CY 77.0000 1,016,400.00 0.000 0.00 (EXPANDED POLYSTYRENE BLOCKS) 090 GEOMEMBRANE (GASOLINE RESISTANT) SQYD 20.0000 220,000.00 0.000 0.00 091 IMPORTED TOPSOIL CY 60.0000 37,800.00 0.000 0.00 092 EROSION CONTROL (COMPOST BLANKET) CY 75.0000 63,000.00 75.000 5,625.00 093 FIBER ROLLS LF 5.0000 85,000.00 1,100.000 5,500.00 094 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 4,000.00 2.000 2,000.00 095 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1500 40,500.00 51,795.000 7,769.25 096 ROLLED EROSION CONTROL PRODUCT SQFT 0.5000 135,000.00 32,400.000 16,200.00 (NETTING) 097 WATER METER EA 10,000.0000 10,000.00 0.000 0.00 098 8" CORRUGATED HIGH DENSITY LF 65.0000 15,600.00 135.000 8,775.00 POLYETHYLENE PIPE CONDUIT 099 CLASS 3 AGGREGATE SUBBASE CY 95.0000 1,900.00 20.000 1,900.00 100 CLASS 4 AGGREGATE SUBBASE CY 45.0000 118,350.00 1,465.000 65,925.00 101 CLASS 2 AGGREGATE BASE CY 65.0000 694,200.00 10,680.000 694,200.00 (F) 102 CLASS 3 AGGREGATE BASE CY 50.0000 710,000.00 4,992.000 249,600.00 14,235.000 711,750.00 103 LEAN CONCRETE BASE CY 150.0000 586,500.00 2,400.000 360,000.00 (F) PROGRAM CAS145 PAGE 5 DATE 05/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 10:47 AM ESTIMATE NO. 24 BID OPENING 02/26/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/12 R.E. NAME: YAN, ANDREW DATE OF THIS ESTIMATE 05/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 ASPHALT TREATED PERMEABLE BASE CY 130.0000 71,500.00 0.000 0.00 105 HOT MIX ASPHALT TON 90.0000 1,746,000.00 7,263.100 653,679.00 15,834.610 1,425,114.90 106 PAVING ASPHALT (BINDER-PAVEMENT TON 1,000.0000 3,000.00 3.000 3,000.00 3.000 3,000.00 REINFORCING FABRIC) 107 PAVEMENT REINFORCING FABRIC SQYD 2.0000 4,400.00 2,200.000 4,400.00 2,200.000 4,400.00 108 DATA CORE LS 25,000.0000 25,000.00 0.250 6,250.00 0.750 18,750.00 109 TACK COAT TON 650.0000 27,300.00 42.000 27,300.00 42.000 27,300.00 110 CONTINUOUSLY REINFORCED CONCRETE CY 310.0000 564,200.00 1,535.000 475,850.00 PAVEMENT 111 CONTINUOUSLY REINFORCED CONCRETE LF 180.0000 95,400.00 530.000 95,400.00 PAVEMENT (TERMINAL JOINT, TYPE C) 112 CONTINUOUSLY REINFORCED CONCRETE LF 30.0000 1,800.00 60.000 1,800.00 PAVEMENT (TERMINAL JOINT, TYPE E) 113 CONTINUOUSLY REINFORCED CONCRETE LF 110.0000 26,400.00 0.000 0.00 PAVEMENT (PAVEMENT ANCHOR) 114 CONTINUOUSLY REINFORCED CONCRETE LF 40.0000 7,200.00 120.000 4,800.00 PAVEMENT (EXPANSION JOINT) 115 CONCRETE PAVEMENT CY 170.0000 158,100.00 0.000 0.00 116 GRIND EXISTING CONCRETE SQYD 15.0000 3,600.00 240.000 3,600.00 PAVEMENT 117 18" DRILLED HOLE LF 60.0000 90,600.00 1,503.900 90,234.00 118 24" DRILLED HOLE LF 97.0000 29,585.00 307.700 29,846.90 119 30" DRILLED HOLE LF 152.0000 3,845,600.00 25,300.800 3,845,721.60 120 STEEL SOLDIER PILE (2 - MC 18 X 42.7) LF 59.0000 62,540.00 1,060.000 62,540.00 121 STEEL SOLDIER PILE (W 8 X 48) LF 27.0000 42,606.00 0.000 0.00 122 STEEL SOLDIER PILE (W 14 X 99) LF 57.0000 49,932.00 680.000 38,760.00 123 STEEL SOLDIER PILE (W 18 X 65) LF 45.0000 614,250.00 6,520.000 293,400.00 124 STEEL SOLDIER PILE (W 18 X 86) LF 44.0000 10,208.00 2,273.000 100,012.00 125 STEEL SOLDIER PILE (W 18 X 119) LF 61.0000 89,365.00 330.000 20,130.00 126 STEEL SOLDIER PILE (W 21 X 201) LF 120.0000 1,308,000.00 10,900.000 1,308,000.00 127 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 130.0000 249,860.00 2,033.000 264,290.00 128 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 130.0000 1,157,000.00 8,900.000 1,157,000.00 129 TIEBACK ANCHOR EA 1,500.0000 510,000.00 340.000 510,000.00 130 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 250.0000 28,750.00 115.000 28,750.00 (F) PROGRAM CAS145 PAGE 6 DATE 05/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 10:47 AM ESTIMATE NO. 24 BID OPENING 02/26/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/12 R.E. NAME: YAN, ANDREW DATE OF THIS ESTIMATE 05/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 STRUCTURAL CONCRETE, BRIDGE CY 650.0000 247,000.00 380.000 247,000.00 (F) 132 STRUCTURAL CONCRETE (TUNNEL INVERT SLAB) CY 275.0000 3,484,250.00 12,670.000 3,484,250.00 (F) 133 STRUCTURAL CONCRETE (TUNNEL WALL) CY 230.0000 885,500.00 3,850.000 885,500.00 (F) 134 STRUCTURAL CONCRETE, RETAINING WALL CY 230.0000 886,650.00 2,875.000 661,250.00 (F) 135 STRUCTURAL CONCRETE (TUNNEL ROOF SLAB) CY 250.0000 1,965,000.00 7,860.000 1,965,000.00 (F) 136 STRUCTURAL CONCRETE (SLAB ON PILE) CY 220.0000 10,120.00 0.000 0.00 (F) 137 MINOR CONCRETE (MINOR STRUCTURE) CY 1,200.0000 190,800.00 98.400 118,080.00 138 ANTI-GRAFFITI COATING SQFT 1.0000 124,000.00 58,102.000 58,102.00 124,000.000 124,000.00 (F) 139 ARCHITECTURAL TEXTURE (FLUTED FIN) SQFT 5.0000 125,000.00 25,000.000 125,000.00 (F) 140 ARCHITECTURAL TEXTURE SQFT 10.0000 22,000.00 0.000 0.00 (F) (LIGHT BOARD FINISH) 141 DRILL AND BOND DOWEL LF 15.0000 12,000.00 825.000 12,375.00 142 JOINT SEAL (MR 1/2") LF 25.0000 1,500.00 60.000 1,500.00 143 JOINT SEAL (MR 1 1/2") LF 50.0000 6,850.00 115.000 5,750.00 144 JOINT SEAL (TYPE AL) LF 40.0000 156,000.00 1,054.000 42,160.00 145 BAR REINFORCING STEEL (BRIDGE) LB 0.7000 115,500.00 165,000.000 115,500.00 (F) 146 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 661,440.00 711,800.000 569,440.00 (F) 147 BAR REINFORCING STEEL (SLAB ON PILE) LB 1.0000 9,700.00 0.000 0.00 (F) 148 BAR REINFORCING STEEL (TUNNEL) LB 0.4000 2,532,000.00 6,330,000.000 2,532,000.00 (F) 149 SHOTCRETE CY 320.0000 672,000.00 1,456.000 465,920.00 (F) 150 ASPHALT MEMBRANE WATERPROOFING SQFT 8.0000 62,400.00 7,800.000 62,400.00 (F) 151 WATERPROOFING SYSTEM SQFT 8.0000 600,000.00 75,000.000 600,000.00 (F) (TUNNEL INVERT SLAB) 152 WATERPROOFING SYSTEM SQFT 8.0000 504,000.00 63,000.000 504,000.00 (F) (TUNNEL WALL) 153 WATERPROOFING SYSTEM (TUNNEL ROOF SLAB) SQFT 9.0000 585,000.00 65,000.000 585,000.00 (F) 154 STRUCTURAL STEEL (RETAINING WALL) LB 1.0000 2,230,000.00 402,600.000 402,600.00 (F) 155 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,650.00 110.000 1,650.00 110.000 1,650.00 (0.063"-UNFRAMED) 156 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,650.00 110.000 1,650.00 110.000 1,650.00 (0.080"-UNFRAMED) 157 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,125.00 75.000 1,125.00 75.000 1,125.00 (0.063"-FRAMED) PROGRAM CAS145 PAGE 7 DATE 05/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 10:47 AM ESTIMATE NO. 24 BID OPENING 02/26/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/12 R.E. NAME: YAN, ANDREW DATE OF THIS ESTIMATE 05/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 750.00 50.000 750.00 50.000 750.00 (0.080"-FRAMED) 159 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,000.0000 33,000.00 33.000 33,000.00 (SIGN FOUNDATION) 160 ROADSIDE SIGN - ONE POST EA 150.0000 2,250.00 15.000 2,250.00 15.000 2,250.00 161 ROADSIDE SIGN - TWO POST EA 200.0000 1,000.00 5.000 1,000.00 5.000 1,000.00 162 TIMBER LAGGING MFBM 2,000.0000 400,000.00 0.000 0.00 163 12" ALTERNATIVE PIPE CULVERT LF 60.0000 18,600.00 0.000 0.00 164 18" ALTERNATIVE PIPE CULVERT LF 50.0000 198,000.00 2,358.000 117,900.00 165 24" ALTERNATIVE PIPE CULVERT LF 70.0000 62,300.00 266.000 18,620.00 166 36" ALTERNATIVE PIPE CULVERT LF 140.0000 13,440.00 48.000 6,720.00 167 8" PLASTIC PIPE LF 30.0000 5,700.00 0.000 0.00 168 3" SLOTTED PLASTIC PIPE LF 60.0000 42,000.00 0.000 0.00 169 4" SLOTTED HDPE PIPE UNDERDRAIN LF 30.0000 105,600.00 3,520.000 105,600.00 (F) 170 4" UNSLOTTED HDPE PIPE UNDERDRAIN LF 30.0000 39,300.00 1,310.000 39,300.00 (F) 171 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 30.0000 51,300.00 490.000 14,700.00 172 3" PERFORATED PLASTIC PIPE (EDGE DRAIN) LF 20.0000 13,000.00 0.000 0.00 173 3" PLASTIC PIPE (EDGE DRAIN) LF 100.0000 1,000.00 0.000 0.00 174 GEOCOMPOSITE DRAIN SQFT 1.0000 132,800.00 142,100.000 142,100.00 (F) 175 FILTER FABRIC SQYD 1.0000 83,700.00 11,200.000 11,200.00 11,200.000 11,200.00 176 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 32.0000 6,400.00 0.000 0.00 177 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 100.0000 3,200.00 0.000 0.00 (.079" THICK) 178 ROCK SLOPE PROTECTION FABRIC SQYD 3.0000 16,890.00 0.000 0.00 179 MINOR CONCRETE (CURB) CY 800.0000 41,600.00 47.500 38,000.00 80.000 64,000.00 180 MINOR CONCRETE (MISCELLANEOUS CY 800.0000 62,400.00 78.000 62,400.00 159.000 127,200.00 CONSTRUCTION) 181 MINOR CONCRETE (GUTTER) LF 30.0000 28,380.00 0.000 0.00 (F) 182 MINOR CONCRETE (SIDEWALK) CY 600.0000 10,200.00 81.500 48,900.00 183 MINOR CONCRETE (CURB, SIDEWALK AND CY 600.0000 216,000.00 248.000 148,800.00 CURB RAMP) 184 MISCELLANEOUS IRON AND STEEL LB 2.5000 62,330.00 6,411.500 16,028.75 (F) PROGRAM CAS145 PAGE 8 DATE 05/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 10:47 AM ESTIMATE NO. 24 BID OPENING 02/26/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/12 R.E. NAME: YAN, ANDREW DATE OF THIS ESTIMATE 05/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 BRIDGE DECK DRAINAGE SYSTEM LB 7.0000 2,380.00 340.000 2,380.00 (F) 186 MISCELLANEOUS METAL (TUNNEL) LB 4.0000 482,800.00 120,700.000 482,800.00 (F) 187 CHAIN LINK FENCE (TYPE CL-3, VINYL-CLAD) LF 25.0000 25,000.00 510.000 12,750.00 (F) 188 CHAIN LINK FENCE (TYPE CL-6) LF 25.0000 1,750.00 70.000 1,750.00 189 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 25.0000 7,250.00 0.000 0.00 (F) 190 ARCHITECTURAL FENCE LF 75.0000 89,550.00 238.000 17,850.00 1,194.000 89,550.00 (F) 191 10' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 2,000.00 0.000 0.00 192 CONCRETE BARRIER (TYPE K) LF 9.0000 81,900.00 0.000 0.00 193 QUICKCHANGE MOVEABLE BARRIER LS 300,000.0000 300,000.00 0.800 240,000.00 194 TRANSITION RAILING (TYPE WB) EA 3,500.0000 7,000.00 0.000 0.00 195 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 6,000.00 0.000 0.00 196 CALIFORNIA ST-10 BRIDGE RAIL LF 175.0000 481,600.00 228.000 39,900.00 2,803.000 490,525.00 (F) (WALL MOUNTED) (MODIFIED) 197 CALIFORNIA ST-10 BRIDGE RAIL (MODIFIED) LF 350.0000 129,850.00 371.000 129,850.00 (F) (TYPE B) 198 CALIFORNIA ST-10 BRIDGE RAIL (MODIFIED) LF 250.0000 246,250.00 500.000 125,000.00 (F) 199 SAFETY RAILING (TYPE A) LF 50.0000 9,500.00 190.000 9,500.00 (F) 200 SAFETY RAILING (TYPE B) LF 50.0000 8,500.00 170.000 8,500.00 (F) 201 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 1,494.00 2,231.000 669.30 202 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 550.00 0.000 0.00 203 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 1,710.00 28.000 84.00 204 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5000 31,750.00 16,395.000 8,197.50 27,835.000 13,917.50 205 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.0000 4,200.00 2,702.000 5,404.00 3,664.000 7,328.00 206 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 3,000.00 822.000 2,466.00 1,000.000 3,000.00 207 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 25,000.0000 25,000.00 1.000 25,000.00 SYSTEM ELEMENTS DURING CONSTRUCTION 208 SIGNAL AND LIGHTING (TEMPORARY) LS 150,000.0000 150,000.00 0.100 15,000.00 1.000 150,000.00 209 LIGHTING (CITY STREET) LS 200,000.0000 200,000.00 0.450 90,000.00 0.950 190,000.00 210 LIGHTING (PARKING LOT) LS 50,000.0000 50,000.00 1.000 50,000.00 211 LIGHTING (DETOUR) LS 50,000.0000 50,000.00 0.050 2,500.00 1.000 50,000.00 PROGRAM CAS145 PAGE 9 DATE 05/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 10:47 AM ESTIMATE NO. 24 BID OPENING 02/26/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/12 R.E. NAME: YAN, ANDREW DATE OF THIS ESTIMATE 05/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 1.000 100,000.00 213 HIGH VOLTAGE CONDUIT LS 75,000.0000 75,000.00 1.000 75,000.00 214 MAINTENANCE CAMERA SYSTEM LS 15,000.0000 15,000.00 0.750 11,250.00 215 TRAFFIC OPERATIONS SYSTEM LS 100,000.0000 1,100,000.00 1.000 1,100,000.00 216 INTEGRATED CAMERA UNIT EA 15,000.0000 30,000.00 1.000 15,000.00 1.000 15,000.00 217 CAMERA CONTROL UNIT EA 10,000.0000 20,000.00 1.000 10,000.00 1.000 10,000.00 218 POWER STRIP EA 25,000.0000 50,000.00 2.000 50,000.00 219 GENERAL PACKET RADIO SYSTEM (GPRS) EA 25,000.0000 50,000.00 2.000 50,000.00 WIRELESS MODEM 220 BATTERY SUBSTATION AND TUNNEL WORK LS 500,000.0000 1,500,000.00 0.990 1,485,000.00 221 RADIO REBROADCAST SYSTEM LS 30,000.0000 30,000.00 1.000 30,000.00 222 TUNNEL TRAFFIC OPERATIONS SYSTEM LS 250,000.0000 250,000.00 0.050 12,500.00 1.000 250,000.00 223 TUNNEL LIGHTING LS 250,000.0000 250,000.00 1.000 250,000.00 224 GROUNDING, CONDUITS EMBBED IN LS 0.0000 1,000,000.00 1.000 1,000,000.00 STRUCTURES 225 TUNNEL FIRE PROTECTION SYSTEM LS 200,000.0000 200,000.00 0.900 180,000.00 226 ROADWAY DRAINAGE SYSTEM LS 300,000.0000 300,000.00 0.160 48,000.00 1.000 300,000.00 227 BUILDING WORK LS 200,000.0000 200,000.00 0.970 194,000.00 PROGRAM CAS145 PAGE 10 DATE 05/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-163744 TIME 10:47 AM ESTIMATE NO. 24 BID OPENING 02/26/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/12 R.E. NAME: YAN, ANDREW DATE OF THIS ESTIMATE 05/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,314,603.70 44,572,951.40 ADJUSTMENT OF COMPENSATION 0.00 19,226,505.32 EXTRA WORK -63,231.56 12,579,495.72 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,251,372.14 76,378,952.44 228 MOBILIZATION LS 600,000.0000 5,600,000.00 1.000 5,600,000.00 ORIGINAL CONTRACT AMOUNT 57,712,535.00 TOTAL WORK COMPLETED 2,251,372.14 81,978,952.44 MATERIALS ON HAND ON SITE 12,135,888.67 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,251,372.14 94,114,841.11 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 04/08/10 725 04/19/10 04/19/10 06/27/12 683 0 61 27 93% 83% PROGRESS IS SATISFACTORY YAN, ANDREW RESIDENT ENGINEER PROGRAM CAS145 DATE 05/18/12