PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 06/05/14 EST. NO.43 TIME 01:21 PM R.E. NAME: YII, JAMES 12-0F0324 --------------------------------------------------------------------------- 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 0256 1,079.90 E.W. @ F.A.(+) 041114 N 0692.0 0257 336.39 031614 N 0693.0 0258 635.96 031714 N 0694.0 0259 984.86 032514 N 0695.0 0260 1,225.86 032614 N 0696.0 0261 1,599.72 032714 N 0697.0 0262 893.15 032814 N 0698.0 0263 798.33 101912 N 0704.0 0264 443.01 021513 N 0705.0 0265 154.53 030113 N 0706.0 0266 154.53 030213 N 0707.0 0267 154.53 030313 N 0708.0 0268 154.53 030413 N 0709.0 0269 154.53 030513 N 0710.0 0270 154.53 030613 N 0711.0 0271 154.53 030713 N 0712.0 0272 154.53 030813 N 0713.0 0273 154.53 030913 N 0714.0 0274 154.53 031013 N 0715.0 0275 154.53 031113 N 0716.0 0276 154.53 031213 N 0717.0 0277 154.53 031313 N 0718.0 0278 386.32 031413 N 0719.0 0279 386.32 031513 N 0720.0 0280 386.32 031613 N 0721.0 0281 386.32 031713 N 0722.0 0282 386.32 031813 N 0723.0 0283 386.32 031913 N 0724.0 0284 386.32 032013 N 0725.0 0285 386.32 032113 N 0726.0 0286 344.01 040413 N 0727.0 0287 156.49 042413 N 0728.0 0288 1,660.92 042413 N 0729.0 0289 778.28 042513 N 0730.0 0290 1,591.87 050313 N 0731.0 0291 1,109.25 052313 N 0732.0 0292 757.09 052813 N 0733.0 0293 366.69 060513 N 0734.0 0294 681.47 060613 N 0735.0 0295 386.86 061913 N 0736.0 0296 626.02 062413 N 0737.0 0297 312.98 062413 N 0738.0 0298 518.31 072213 N 0739.0 0299 306.65 072413 N 0740.0 0300 1,200.94 080113 N 0741.0 0301 480.93 080813 N 0742.0 0302 1,236.67 082913 N 0743.0 0303 1,612.28 091213 N 0744.0 0304 911.44 091313 N 0745.0 0305 2,316.52 091413 N 0746.0 0306 1,102.05 091613 N 0747.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 06/05/14 EST. NO.43 TIME 01:21 PM R.E. NAME: YII, JAMES 12-0F0324 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0307 546.72 091713 N 0748.0 0308 5,575.55 092613 N 0749.0 0309 1,386.00 100113 N 0750.0 0310 162.65 100213 N 0751.0 0311 1,337.86 101513 N 0752.0 0312 2,417.69 101613 N 0753.0 0313 2,505.06 101713 N 0754.0 0314 813.63 111813 N 0755.0 0315 3,079.65 102313 N 0756.0 0316 3,079.65 102413 N 0757.0 0317 3,079.65 102513 N 0758.0 0318 455.00 031714 N 0694.1 0319 3,507.63 080812 N 0793.0 0320 1,073.69 041614 N 0811.0 0321 2,837.10 042914 N 0831.0 0322 3,029.55 043014 N 0832.0 0324 2,717.18 042414 N 0834.0 0325 2,929.94 042514 N 0835.0 002 0059 1,627.98 E.W. @ F.A.(+) 031714 N 0699.0 0060 1,512.98 032714 N 0700.0 0061 3,412.81 032814 N 0701.0 0062 319.19 032814 N 0702.0 0063 322.87 081613 N 0759.0 0064 923.70 082813 N 0760.0 0065 1,135.10 092513 N 0761.0 0066 781.00 031714 N 0699.1 0067 616.00 032814 N 0701.1 003 0025 119.88 E.W. @ F.A.(+) 070313 N 0762.0 0026 179.83 071813 N 0763.0 0027 2,465.28 082713 N 0764.0 0028 762.11 020514 N 0819.0 0029 3,909.04 021414 N 0820.0 0030 5,500.00 112311 N 0822.0 005 0031 300.00 E.W. @ F.A.(+) 071213 N 0795.0 0032 300.00 032513 N 0796.0 0033 300.00 042613 N 0797.0 0034 300.00 061613 N 0798.0 0035 300.00 091313 N 0799.0 0036 300.00 101113 N 0800.0 0037 2,980.13 041513 N 0801.0 0038 2,965.33 071613 N 0802.0 009 0014 2,250.00 E.W. @ F.A.(+) 041813 N 0803.0 0015 2,250.00 080813 N 0804.0 016 0040 469.47 E.W. @ F.A.(+) 062513 N 0766.0 0041 526.51 071113 N 0767.0 0042 167.51 072413 N 0768.0 0043 502.51 072513 N 0769.0 0044 376.90 110813 N 0770.0 023 0003 3,814.58 A.C. @ L.S.(+) 052914 N 001 0 028 0122 273.07 E.W. @ F.A.(+) 022514 N 0703.0 0123 476.05 112812 N 0771.0 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 06/05/14 EST. NO.43 TIME 01:21 PM R.E. NAME: YII, JAMES 12-0F0324 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0124 214.40 031513 N 0772.0 0125 339.57 042413 N 0773.0 0126 447.27 042513 N 0774.0 0127 667.25 043013 N 0775.0 0128 777.63 100813 N 0776.0 0129 246.74 100913 N 0777.0 0130 210.11 101113 N 0778.0 0131 263.04 101313 N 0779.0 0132 162.93 102813 N 0780.0 029 0018 272.76 E.W. @ F.A.(+) 042313 N 0781.0 0019 2,024.23 022212 N 0805.0 0020 2,527.80 030612 N 0806.0 031 0007 971.50 E.W. @ F.A.(+) 031312 N 0837.0 0008 971.50 031412 N 0838.0 0009 2,977.70 031512 N 0839.0 0010 607.17 031612 N 0840.0 0011 728.62 022812 N 0841.0 0012 364.31 032312 N 0842.0 0013 379.36 100912 N 0847.0 0014 1,011.62 101112 N 0848.0 0015 758.72 101212 N 0849.0 0016 254.25 080713 N 0850.0 0017 508.48 080813 N 0851.0 0018 686.20 081313 N 0852.0 0019 316.62 082813 N 0853.0 0020 596.68 082813 N 0854.0 0021 213.60 121713 N 0855.0 0022 1,011.62 092712 N 0843.0 0023 1,011.62 092812 N 0844.0 0024 632.27 100112 N 0845.0 0025 379.36 100212 N 0846.0 032 0005 2,046.00 E.W. @ F.A.(+) 042512 N 0807.0 0006 1,914.00 032512 N 0808.0 0007 1,980.00 052512 N 0809.0 0008 924.00 060512 N 0810.0 034 0011 831.23 E.W. @ F.A.(+) 012113 N 0765.0 0012 267.04 052813 N 0782.0 0013 516.63 052913 N 0783.0 036 0001 352.83 E.W. @ F.A.(+) 081313 N 0784.0 0002 434.22 081413 N 0785.0 038 0005 219.13 E.W. @ F.A.(+) 121812 N 0786.0 0006 2,501.24 010713 N 0787.0 042 0003 6,026.34 E.W. @ F.A.(+) 101713 N 0788.0 043 0002 391.59 E.W. @ F.A.(+) 072313 N 0789.0 0003 541.38 072413 N 0790.0 0004 1,154.86 080513 N 0791.0 0005 257.40 060413 N 0823.0 0006 599.73 060413 N 0824.0 0007 1,160.56 060513 N 0825.0 0009 362.84 061013 N 0827.0 0010 704.26 061013 N 0828.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 06/05/14 EST. NO.43 TIME 01:21 PM R.E. NAME: YII, JAMES 12-0F0324 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0011 1,160.56 061213 N 0829.0 0012 1,696.54 082613 N 0830.0 048 0001 5,040.00 A.C. @ L.S.(+) 051514 N 001 0 049 0003 1,574.43 E.W. @ F.A.(+) 101013 N 0792.0 0004 185.26 111813 N 0812.0 0005 877.17 112013 N 0813.0 0006 657.87 112213 N 0814.0 0007 438.58 112513 N 0815.0 0008 9,302.50 120413 N 0816.0 0009 579.40 120613 N 0817.0 0010 1,514.10 121713 N 0818.0 0011 343.55 030314 N 0821.0 0012 2,854.19 120513 N 0856.0 0013 2,106.25 020614 N 0857.0 0014 433.83 020714 N 0858.0 051 0001 180,000.00 E.W. @ L.S.(+) 051314 N 001 0 052 0001 43,000.00 E.W. @ L.S.(+) 060514 N 001 0 053 0001 48,000.00 A.C. @ L.S.(+) 052714 N 001 0 460,012.82 TOTAL THIS ESTIMATE 1,736,050.74 TOTAL PREVIOUS ESTIMATE 2,196,063.56 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 06/05/14 EST. NO.43 TIME 01:21 PM R.E. NAME: YII, JAMES 12-0F0324 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NONSUBTL CEM4401 -10,000.00 01 NON SUB CEM-4401 10,000.00 02 NONSUBTLCEM4401 2011 -10,000.00 16 UIS OVERHEAD SIGNS -5,000.00 17 AMERON TRAFFIC POLES -2,000.00 18 CEM 4401 SUBMITTAL 10,000.00 30 NONSUBTL CEM 4401 -10,000.00 43 -10,000.00 -17,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -2,000.00 03 RET. DEDUC. EST #3 2,000.00 13 HIGHLIGHT ELECTRIC -10,000.00 14 RETURN 10,000.00 15 HIGHLIGHT RESTN DUE -3,000.00 17 RETURN 3,000.00 18 HIGHLIGHT ELECTRIC -3,000.00 23 MANNA LANDSCAPE -1,000.00 23 VARIOUS LCV LTR 9/20 -10,000.00 24 RET DED MARINA LDSCP 1,000.00 25 RET DED VAR LCV LTR 10,000.00 25 MIDORI DELQT C/P,CC -5,000.00 26 MIDORI LANSCAPE 5,000.00 27 CC MEYERS (CBA DOCS) -10,000.00 43 -10,000.00 -13,000.00 TOTAL DEDUCTIONS -20,000.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 06/05/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 01:21 PM ESTIMATE NO. 43 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/02/14 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 06/05/14 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 12-ORA-57-18.8/21.1 ---------------------------------------- C C MYERS INC IN ORANGE COUNTY IN FULLERTON AND 1822 SOUTH LEWIS STREET BREA FROM 0.1 MILE NORTH OF YORBA BREA, CA 92805 LINDA BOULEVARD OVERCROSSING TO LAMBERT ROAD UNDERCROSSING FED. AID NO. N O N E WIDEN LANES, RAMPS AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.250 2,500.00 1.000 10,000 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,250.00 3.000 750 003 TIME-RELATED OVERHEAD WDAY 4,000.0000 2,900,000.00 751.000 3,004,000 004 TEMPORARY FENCE (TYPE CL-6) LF 4.0000 9,760.00 70.000 280 005 TEMPORARY FENCE LF 5.0000 28,950.00 5,994.000 29,970 (TYPE CL-6, WITH PRIVACY SCREEN) 006 TEMPORARY GATE EA 1,000.0000 4,000.00 4.000 4,000 (TYPE CL-6, WITH PRIVACY SCREEN) 007 CONSTRUCTION SITE MANAGEMENT LS 40,000.0000 40,000.00 0.020 800.00 1.000 40,000 008 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000 PREVENTION PLAN 009 TEMPORARY FIBER ROLL LF 2.0000 27,200.00 23,635.000 47,270 010 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 10,000.00 9.000 18,000 011 TEMPORARY CHECK DAM LF 20.0000 10,000.00 689.000 13,780 012 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 8,100.00 61.000 9,150 013 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 38,000.00 3,000.000 3,000.00 78,917.000 78,917 (BONDED FIBER MATRIX) 014 STREET SWEEPING LS 50,000.0000 50,000.00 0.020 1,000.00 1.000 50,000 015 TEMPORARY CONCRETE WASHOUT BIN EA 1,500.0000 7,500.00 5.000 7,500 016 CONSTRUCTION AREA SIGNS LS 75,000.0000 75,000.00 0.100 7,500.00 1.000 75,000 017 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.020 4,000.00 1.000 200,000 018 TYPE III BARRICADE EA 100.0000 1,700.00 26.000 2,600 019 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 6,250.00 587.000 14,675 020 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.020 500.00 1.000 25,000 021 TEMPORARY RAILING (TYPE K) LF 12.0000 474,000.00 38,740.000 464,880 022 TEMPORARY CRASH CUSHION MODULE EA 160.0000 65,600.00 395.000 63,200 PROGRAM CAS145 PAGE 2 DATE 06/05/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 01:21 PM ESTIMATE NO. 43 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/02/14 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 06/05/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY TRAFFIC SCREEN LF 2.0000 73,400.00 31,976.000 63,952 024 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3400 28,424.00 72,950.000 24,803 STRIPE (HAZARDOUS WASTE) 025 ABANDON CULVERT LF 25.0000 47,750.00 1,741.000 43,525 026 ABANDON INLET EA 300.0000 7,800.00 25.000 7,500 027 ABANDON PIPELINE EA 200.0000 2,200.00 5.000 1,000 028 REMOVE CHAIN LINK FENCE LF 4.0000 14,720.00 2,709.000 10,836 029 REMOVE METAL BEAM GUARD RAILING LF 8.0000 19,280.00 2,402.000 19,216 030 REMOVE PAINTED TRAFFIC STRIPE LF 0.3400 53,380.00 89,615.000 30,469 031 REMOVE PAINTED PAVEMENT MARKING SQFT 1.7000 2,159.00 0.000 0 032 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 23,555.00 74,356.000 26,024 033 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.7000 4,896.00 0.000 0 034 REMOVE PAVEMENT MARKER EA 0.6000 11,880.00 19,950.000 11,970 035 REMOVE ROADSIDE SIGN EA 150.0000 7,950.00 53.000 7,950 036 REMOVE ROADSIDE SIGN (METAL POST) EA 150.0000 450.00 2.000 300 037 REMOVE ROADSIDE SIGN EA 150.0000 750.00 4.000 600 (STRAP AND SADDLE BRACKET METHOD) 038 REMOVE SIGN STRUCTURE EA 5,000.0000 40,000.00 8.000 40,000 039 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 810.00 210.000 630 040 REMOVE PIPE LF 25.0000 11,750.00 559.500 13,987 041 REMOVE INLET EA 500.0000 3,000.00 9.000 4,500 042 REMOVE HEADWALL EA 500.0000 500.00 1.000 500 043 REMOVE REINFORCED CONCRETE BOX CULVERT LS 15,000.0000 15,000.00 1.000 15,000 (PORTION) 044 REMOVE ROCK BLANKET CY 30.0000 1,830.00 61.000 1,830 045 REMOVE DELINEATOR EA 5.0000 240.00 48.000 240 046 RECONSTRUCT METAL PICKET FENCE LF 50.0000 1,400.00 15.000 750 047 RELOCATE ART PANEL EA 100.0000 15,000.00 150.000 15,000 048 RELOCATE ROADSIDE SIGN EA 300.0000 300.00 1.000 300 049 ADJUST INLET EA 1,300.0000 2,600.00 2.000 2,600 PROGRAM CAS145 PAGE 3 DATE 06/05/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 01:21 PM ESTIMATE NO. 43 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/02/14 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 06/05/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE CY 65.0000 4,160.00 56.000 3,640 051 REMOVE SOUND WALL SQYD 25.0000 162,000.00 7,359.000 183,975 052 CAP INLET EA 1,000.0000 10,000.00 8.000 8,000 053 BRIDGE REMOVAL (PORTION), LOCATION A LS 15,000.0000 15,000.00 1.000 15,000 054 BRIDGE REMOVAL (PORTION), LOCATION B LS 12,000.0000 12,000.00 1.000 12,000 055 BRIDGE REMOVAL (PORTION), LOCATION C LS 15,000.0000 15,000.00 1.000 15,000 056 BRIDGE REMOVAL (PORTION), LOCATION D LS 14,000.0000 14,000.00 1.000 14,000 057 BRIDGE REMOVAL (PORTION), LOCATION E LS 10,000.0000 10,000.00 1.000 10,000 058 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000 059 ROADWAY EXCAVATION CY 11.0000 916,300.00 99,946.000 1,099,406 060 ROADWAY EXCAVATION (TYPE Y-1) CY 14.0000 131,740.00 9,410.000 131,740 (AERIALLY DEPOSITED LEAD) 061 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 062 ADL BURIAL LOCATION REPORT LS 10,000.0000 10,000.00 1.000 10,000 063 STRUCTURE EXCAVATION (BRIDGE) CY 36.0000 226,800.00 6,354.000 228,744 (F) 064 STRUCTURE EXCAVATION (CULVERT) CY 20.0000 8,600.00 430.000 8,600 (F) 065 STRUCTURE EXCAVATION (RETAINING WALL) CY 24.0000 560,496.00 23,340.000 560,160 (F) 066 STRUCTURE EXCAVATION (TIEBACK WALL) CY 20.0000 13,400.00 670.000 13,400 (F) 067 STRUCTURE EXCAVATION (TYPE Y-1) CY 20.0000 34,760.00 1,744.000 34,880 (F) (AERIALLY DEPOSITED LEAD) 068 STRUCTURE BACKFILL (BRIDGE) CY 45.0000 278,325.00 6,250.000 281,250 (F) 069 STRUCTURE BACKFILL (CULVERT) CY 30.0000 10,500.00 350.000 10,500 (F) 070 STRUCTURE BACKFILL (RETAINING WALL) CY 25.0000 469,400.00 18,806.000 470,150 (F) 071 STRUCTURE BACKFILL (TIEBACK WALL) CY 100.0000 10,000.00 100.000 10,000 (F) 072 GEOMEMBRANE (BASIN LINER) SQYD 12.0000 25,080.00 2,404.000 28,848 073 SAND BACKFILL CY 60.0000 12,000.00 221.240 13,274 074 EARTH RETAINING STRUCTURE SQFT 38.0000 1,886,320.00 49,640.000 1,886,320 (F) (MECHANICALLY STABILIZED EARTH WALL) 075 ROCK BLANKET SQYD 65.0000 24,050.00 391.000 25,415 076 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,000.00 4.000 2,000 PROGRAM CAS145 PAGE 4 DATE 06/05/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 01:21 PM ESTIMATE NO. 43 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/02/14 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 06/05/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1200 4,908.00 75,000.000 9,000 078 MAINTAIN EXISTING PLANTED AREAS LS 15,555.0000 15,555.00 0.020 311.10 1.000 15,555 079 MAINTAIN EXISTING IRRIGATION FACILITIES LS 8,000.0000 8,000.00 0.020 160.00 1.000 8,000 080 IRRIGATION SYSTEM LS 70,000.0000 70,000.00 0.050 3,500.00 1.000 70,000 081 3" SUPPLY LINE (BRIDGE) LF 60.0000 12,720.00 212.000 12,720 (F) 082 10" CORRUGATED HIGH DENSITY LF 28.0000 26,880.00 989.000 27,692 POLYETHYLENE PIPE CONDUIT 083 EXTEND 6" CONDUIT LF 35.0000 5,950.00 83.000 2,905 084 FINISHING ROADWAY LS 25,000.0000 25,000.00 0.200 5,000.00 1.000 25,000 085 LIME TON 190.0000 184,300.00 356.100 67,659 086 LIME STABILIZED SOIL SQYD 2.5000 137,250.00 41,175.000 102,937 087 CLASS 2 AGGREGATE SUBBASE CY 20.0000 318,000.00 15,546.750 310,935 088 CLASS 2 AGGREGATE BASE CY 25.0000 168,750.00 7,529.610 188,240 089 AGGREGATE BASE (APPROACH SLAB) CY 275.0000 13,475.00 49.000 13,475 (F) 090 ASPHALTIC EMULSION (CURING SEAL) TON 450.0000 22,950.00 0.000 0 091 LEAN CONCRETE BASE CY 100.0000 535,000.00 5,415.000 541,500 092 SLURRY SEAL TON 500.0000 60,000.00 59.480 29,740 093 HOT MIX ASPHALT (TYPE A) TON 62.0000 768,800.00 11,835.000 733,770 094 DATA CORE LS 5,000.0000 5,000.00 0.000 0 095 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 2,540.00 1,585.000 3,170 096 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.0000 940.00 0.000 0 097 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 3,500.00 2,592.000 5,184 098 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 660.00 527.000 1,054 099 PLACE HMA DIKE (TYPE C MOD) LF 2.0000 300.00 0.000 0 100 PLACE HMA DIKE (TYPE E MOD) LF 2.0000 20.00 0.000 0 101 PLACE HMA DIKE (TYPE F MOD) LF 2.0000 240.00 0.000 0 102 PLACE HOT MIX ASPHALT SQYD 100.0000 5,700.00 53.500 5,350 (MISCELLANEOUS AREA) 103 TACK COAT TON 1,200.0000 4,800.00 6.260 7,512 PROGRAM CAS145 PAGE 5 DATE 06/05/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 01:21 PM ESTIMATE NO. 43 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/02/14 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 06/05/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 JOINTED PLAIN CONCRETE PAVEMENT CY 150.0000 1,530,000.00 10,479.000 1,571,850 105 SEAL PAVEMENT JOINT LF 1.0000 48,500.00 34,383.000 34,383 106 SEAL ISOLATION JOINT LF 4.0000 11,280.00 13,279.000 53,116 107 GRIND EXISTING CONCRETE SQYD 6.0000 90,000.00 14,709.000 88,254 PAVEMENT 108 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 35.0000 406,070.00 11,752.460 411,336 109 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 34.0000 73,066.00 2,371.000 80,614 110 18" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 44.0000 242,396.00 5,372.750 236,401 111 FURNISH PILING (CLASS 90) LF 15.0000 12,075.00 513.000 7,695 112 DRIVE PILE (CLASS 90) EA 2,500.0000 42,500.00 17.000 42,500 113 FURNISH PILE (CLASS 200) LF 25.0000 38,675.00 1,548.830 38,720 114 DRIVE PILING (CLASS 200) EA 2,500.0000 80,000.00 32.000 80,000 115 16" CAST-IN-DRILLED-HOLE CONCRETE LF 35.0000 470,050.00 13,515.900 473,056 PILING (BARRIER) 116 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 1.000 200,000 117 TIEBACK ANCHOR EA 1,800.0000 192,600.00 107.000 192,600 118 REFINISH MASONRY BLOCK WALL SQYD 100.0000 17,000.00 0.000 0 119 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 275.0000 123,200.00 432.000 118,800 (F) 120 STRUCTURAL CONCRETE, BRIDGE CY 545.0000 1,439,890.00 2,648.000 1,443,160 (F) 121 STRUCTURAL CONCRETE, RETAINING WALL CY 300.0000 1,949,700.00 6,520.000 1,956,000 (F) 122 STRUCTURAL CONCRETE, BARRIER SLAB CY 300.0000 545,700.00 1,819.000 545,700 (F) 123 STRUCTURAL CONCRETE, APPROACH SLAB CY 550.0000 201,300.00 366.000 201,300 (F) (TYPE N) 124 STRUCTURAL CONCRETE, APPROACH SLAB CY 750.0000 73,500.00 115.000 86,250 (TYPE R) 125 STRUCTURAL CONCRETE, BOX CULVERT CY 375.0000 131,250.00 350.000 131,250 (F) 126 STRUCTURAL CONCRETE WINGWALL CY 450.0000 31,500.00 70.000 31,500 (F) 127 MINOR CONCRETE (MINOR STRUCTURE) CY 900.0000 148,500.00 165.000 148,500 (F) 128 MINOR CONCRETE (SOUND WALL) CY 400.0000 56,800.00 142.000 56,800 (F) 129 FORMED RELIEF TEXTURE (FLOWER PATTERN) SQFT 5.0000 91,895.00 18,407.000 92,035 (F) 130 FRACTURED RIB TEXTURE SQFT 4.0000 126,840.00 31,738.000 126,952 (F) PROGRAM CAS145 PAGE 6 DATE 06/05/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 01:21 PM ESTIMATE NO. 43 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/02/14 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 06/05/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 DRILL AND BOND DOWEL LF 35.0000 3,605.00 94.000 3,290 132 RETAINING WALL STEM (TYPE 6) SQFT 20.0000 12,400.00 789.000 15,780 133 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 16.0000 1,557,824.00 97,364.000 1,557,824 (F) 134 SOUND WALL (MASONRY BLOCK) SQFT 15.0000 372,180.00 24,812.000 372,180 (F) 135 SOUND WALL (GAP FILLER) SQFT 3.0000 33,300.00 11,029.000 33,087 136 JOINT SEAL (MR 1") LF 60.0000 4,620.00 128.000 7,680 137 JOINT SEAL (MR 1 1/2") LF 65.0000 20,150.00 321.000 20,865 138 BAR REINFORCING STEEL (BRIDGE) LB 0.7500 429,712.50 571,950.000 428,962 (F) 139 BAR REINFORCING STEEL (RETAINING WALL) LB 0.7000 499,876.30 717,097.000 501,967 (F) 140 BAR REINFORCING STEEL (BOX CULVERT) LB 0.6500 43,550.00 67,000.000 43,550 (F) 141 SHOTCRETE CY 400.0000 83,600.00 209.000 83,600 (F) 142 ASPHALT MEMBRANE WATERPROOFING SQFT 19.0000 5,130.00 270.000 5,130 (F) 143 COLUMN CASING LB 3.5000 253,050.00 72,300.000 253,050 (F) 144 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 8.0000 3,912.00 489.000 3,912 (F) 145 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 4.0000 1,956.00 489.000 1,956 (F) 146 FURNISH SIGN STRUCTURE (TRUSS) LB 2.0000 301,590.00 150,795.000 301,590 (F) 147 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 30,159.00 150,795.000 30,159 (F) 148 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 17.0000 29,240.00 1,726.700 29,353 149 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 6,440.00 450.200 6,302 (0.063"-UNFRAMED) 150 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 3,600.00 258.000 3,870 (0.080"-UNFRAMED) 151 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 2,400.00 148.800 2,380 (0.063"-FRAMED) 152 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 4,680.00 256.000 4,608 (0.080"-FRAMED) 153 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 900.0000 9,000.00 10.000 9,000 (SIGN FOUNDATION) 154 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 650.0000 59,150.00 91.000 59,150 (SIGN FOUNDATION) 155 METAL (RAIL MOUNTED SIGN) LB 4.0000 1,480.00 364.000 1,456 156 METAL (WALL MOUNTED SIGN) LB 11.0000 9,350.00 844.000 9,284 157 ROADSIDE SIGN - ONE POST EA 450.0000 13,500.00 30.000 13,500 PROGRAM CAS145 PAGE 7 DATE 06/05/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 01:21 PM ESTIMATE NO. 43 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/02/14 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 06/05/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 ROADSIDE SIGN - TWO POST EA 1,100.0000 16,500.00 15.000 16,500 159 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 700.00 7.000 700 METHOD) 160 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 9.0000 1,080.00 126.700 1,140 161 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 1,500.00 14.000 1,400 EXISTING POST 162 INSTALL ROADSIDE SIGN EA 5,000.0000 10,000.00 2.000 10,000 (LAMINATED WOOD BOX POST) 163 18" ALTERNATIVE PIPE CULVERT LF 65.0000 74,100.00 1,075.800 69,927 164 24" ALTERNATIVE PIPE CULVERT LF 70.0000 246,400.00 3,398.400 237,888 165 36" ALTERNATIVE PIPE CULVERT LF 120.0000 15,600.00 126.800 15,216 166 48" ALTERNATIVE PIPE CULVERT LF 160.0000 14,560.00 91.000 14,560 167 18" BITUMINOUS COATED CORRUGATED STEEL LF 95.0000 6,840.00 72.000 6,840 PIPE (.079" THICK) 168 36" BITUMINOUS COATED CORRUGATED STEEL LF 150.0000 4,500.00 30.000 4,500 PIPE (.079" THICK) 169 3" PLASTIC PIPE DOWNDRAIN LF 12.0000 12,900.00 1,075.000 12,900 (F) 170 GRATED LINE DRAIN LF 70.0000 26,600.00 380.000 26,600 171 18" BITUMINOUS COATED CORRUGATED STEEL LF 110.0000 2,090.00 19.000 2,090 PIPE RISER (.079" THICK) 172 48" BITUMINOUS COATED CORRUGATED STEEL LF 125.0000 1,000.00 8.000 1,000 PIPE RISER (.079" THICK) 173 6" WELDED STEEL PIPE CASING LF 90.0000 5,400.00 60.000 5,400 (F) 174 18" ALTERNATIVE FLARED END SECTION EA 470.0000 940.00 2.000 940 175 24" ALTERNATIVE FLARED END SECTION EA 520.0000 1,040.00 2.000 1,040 176 48" ALTERNATIVE FLARED END SECTION EA 1,300.0000 1,300.00 1.000 1,300 177 MINOR CONCRETE (BACKFILL) CY 85.0000 1,105.00 12.490 1,061 178 ROCK SLOPE PROTECTION CY 110.0000 7,040.00 63.200 6,952 (FACING, METHOD B) 179 SLOPE PAVING (CONCRETE) CY 490.0000 84,770.00 173.000 84,770 (F) 180 ROCK SLOPE PROTECTION FABRIC SQYD 5.0000 800.00 157.600 788 181 MINOR CONCRETE (MISCELLANEOUS CY 450.0000 127,800.00 284.000 127,800 (F) CONSTRUCTION) 182 MINOR CONCRETE (PATTERNED) CY 660.0000 58,080.00 100.000 66,000 183 MISCELLANEOUS IRON AND STEEL LB 1.0000 31,364.00 31,364.000 31,364 (F) 184 MISCELLANEOUS METAL (BRIDGE) LB 12.0000 39,420.00 3,285.000 39,420 (F) PROGRAM CAS145 PAGE 8 DATE 06/05/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 01:21 PM ESTIMATE NO. 43 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/02/14 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 06/05/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 CHAIN LINK FENCE (TYPE CL-6) LF 14.0000 32,760.00 2,963.000 41,482 186 3' CHAIN LINK GATE (TYPE CL-6) EA 750.0000 9,000.00 11.000 8,250 187 DELINEATOR (CLASS 1) EA 45.0000 2,160.00 48.000 2,160 188 METAL BEAM GUARD RAILING (WOOD POST) LF 19.0000 23,750.00 1,209.500 22,980 189 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 44,000.00 810.000 44,550 190 CHAIN LINK RAILING LF 58.0000 27,840.00 480.000 27,840 191 CABLE RAILING LF 15.0000 38,010.00 2,534.000 38,010 (F) 192 TRANSITION RAILING (TYPE WB) EA 3,000.0000 21,000.00 7.000 21,000 193 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 2,400.00 4.000 2,400 194 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,400.0000 9,600.00 3.000 7,200 195 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 12,000.00 7.000 14,000 196 CONCRETE BARRIER (TYPE 60D) LF 30.0000 117,810.00 3,927.000 117,810 (F) 197 CONCRETE BARRIER (TYPE 736) LF 60.0000 44,880.00 748.000 44,880 (F) 198 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 60.0000 338,880.00 5,648.000 338,880 (F) 199 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 80.0000 19,200.00 240.000 19,200 200 CONCRETE BARRIER (TYPE 736SV) LF 85.0000 389,895.00 4,587.000 389,895 (F) 201 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 15,090.00 49,450.000 14,835 202 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 4,152.00 6,578.000 5,262 203 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6700 1,775.50 2,900.000 1,943 (BROKEN 12-3) 204 THERMOPLASTIC PAVEMENT MARKING SQFT 2.8000 8,708.00 3,061.000 8,570 205 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2200 15,510.00 69,965.000 15,392 (BROKEN 36-12) 206 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2200 587.40 3,114.000 685 (BROKEN 17-7) 207 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7300 13,213.00 20,906.000 15,261 (BROKEN 36-12) 208 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1700 66,300.00 314,197.000 53,413 209 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.2500 2,857.50 117.000 263 210 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1500 12,420.00 11,654.000 13,402 211 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 27,250.00 7,972.000 19,930 PROGRAM CAS145 PAGE 9 DATE 06/05/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 01:21 PM ESTIMATE NO. 43 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/02/14 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 06/05/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 SYSTEM ELEMENTS DURING CONSTRUCTION 213 LIGHTING (STAGE CONSTRUCTION) LS 100,000.0000 100,000.00 1.000 100,000 214 LIGHTING AND SIGN ILLUMINATION LS 240,000.0000 240,000.00 1.000 240,000 215 TRAFFIC MONITORING STATION (LOCATION 1) LS 30,000.0000 30,000.00 1.000 30,000 216 TRAFFIC MONITORING STATION (LOCATION 2) LS 30,000.0000 30,000.00 1.000 30,000 217 TRAFFIC MONITORING STATION (LOCATION 3) LS 20,000.0000 20,000.00 1.000 20,000 218 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.012 600.00 1.000 50,000 (LOCATION 1) 219 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.018 900.00 1.000 50,000 (LOCATION 2) 220 CLOSED CIRCUIT TELEVISION SYSTEM LS 20,000.0000 20,000.00 0.025 500.00 1.000 20,000 (LOCATION 3) 221 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.019 950.00 1.000 50,000 (LOCATION 4) 222 TEMPORARY RAMP METERING SYSTEM LS 15,000.0000 15,000.00 0.130 1,950.00 1.000 15,000 223 TEMPORARY MICROWAVE VEHICLE DETECTION LS 90,000.0000 90,000.00 1.000 90,000 SYSTEM 224 RAMP METERING SYSTEM (LOCATION 1) LS 40,000.0000 40,000.00 1.000 40,000 225 RAMP METERING SYSTEM (LOCATION 2) LS 35,000.0000 35,000.00 1.000 35,000 226 RAMP METERING SYSTEM (LOCATION 3) LS 5,000.0000 5,000.00 1.000 5,000 227 TEMPORARY COMMUNICATION SYSTEM LS 230,000.0000 230,000.00 1.000 230,000 228 COMMUNICATION SYSTEM LS 500,000.0000 500,000.00 0.157 78,500.00 1.000 500,000 229 SYSTEM TESTING AND DOCUMENTATION LS 35,000.0000 35,000.00 0.500 17,500.00 1.000 35,000 230 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 231 CONTRACTOR SUPPLIED BIOLOGIST (DAY) DAY 2,000.0000 4,000.00 3.000 6,000 PROGRAM CAS145 PAGE 10 DATE 06/05/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 01:21 PM ESTIMATE NO. 43 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/02/14 R.E. NAME: YII, JAMES DATE OF THIS ESTIMATE 06/05/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 129,171.10 27,751,011.85 ADJUSTMENT OF COMPENSATION 56,854.58 626,802.74 EXTRA WORK 403,158.24 1,569,260.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 589,183.92 29,947,075.41 232 MOBILIZATION LS 1,400,000.0000 1,400,000.00 1.000 1,400,000 ORIGINAL CONTRACT AMOUNT 28,971,722.20 TOTAL WORK COMPLETED 589,183.92 31,347,075.41 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -20,000.00 -30,000.00 TOTAL 569,183.92 31,317,075.41 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 11/02/10 725 12/27/10 12/27/10 05/02/14 785 49 61 0 100% 100% YII, JAMES RESIDENT ENGINEER PROGRAM CAS145 DATE 06/05/14