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 02/21/14 EST. NO.60 TIME 12:22 PM R.E. NAME: SENG, TA 04-1706U4 --------------------------------------------------------------------------- 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 0086 704.51 E.W. @ F.A.(+) 080510 Y 0341.0 0652 205.65 082512 Y 1867.0 0715 357.85 111212 Y 1966.0 0910 909.61 070613 N 2234.0 0981 368.79 101013 Y 2341.0 0990 120.90 101613 Y 2420.0 0991 368.79 102213 Y 2421.0 0992 368.79 102313 Y 2422.0 0993 368.79 102413 Y 2423.0 0994 1,766.91 122613 Y 2425.0 0995 368.79 102813 Y 2426.0 0996 368.79 102913 Y 2427.0 0997 368.79 103013 Y 2428.0 0998 368.79 103113 Y 2429.0 0999 368.79 110113 Y 2430.0 1000 368.79 110713 Y 2455.0 1001 368.79 110813 Y 2456.0 1002 368.79 111813 Y 2457.0 1003 276.60 112013 Y 2458.0 1004 811.40 112313 Y 2459.0 1005 318.74 112713 Y 2460.0 1006 368.79 120413 Y 2461.0 1007 368.79 120513 Y 2462.0 1008 368.79 120613 Y 2463.0 1009 368.79 102513 Y 2453.0 1010 368.79 110613 Y 2454.0 1012 368.79 123013 Y 2465.0 1013 368.79 123113 Y 2466.0 1014 368.79 010214 Y 2467.0 1015 368.79 010314 Y 2468.0 1016 479.19 011314 Y 2469.0 1017 368.79 010614 Y 2470.0 1018 868.94 010714 Y 2471.0 1019 368.79 010814 Y 2472.0 1020 368.79 010914 Y 2473.0 1021 991.47 011014 Y 2474.0 1022 368.79 011014 Y 2475.0 1023 2,941.58 090913 Y 2502.0 1024 370.25 071913 Y 2442.0 1025 368.79 082113 Y 2443.0 1026 368.79 090313 Y 2444.0 1027 368.79 090413 Y 2445.0 1028 368.79 091213 Y 2446.0 1029 685.08 091813 Y 2447.0 1030 368.79 100413 Y 2448.0 1031 2,138.28 100913 Y 2449.0 1032 368.79 101513 Y 2450.0 1033 368.79 101613 Y 2451.0 1034 368.79 101713 Y 2452.0 1035 80.79 060410 Y 0323.1 1036 783.95 121611 Y 1295.1 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 02/21/14 EST. NO.60 TIME 12:22 PM R.E. NAME: SENG, TA 04-1706U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 1037 895.46 081211 Y 1310.1 1038 523.64 011912 Y 1437.1 1042 2,574.06 050113 Y 2157.1 004 0046 600.00 E.W. @ F.A.(+) 102313 Y 2353.0 0047 600.00 102313 Y 2354.0 0048 600.00 061913 Y 2505.0 0049 600.00 061913 Y 2506.0 0052 600.00 102313 Y 2509.0 005 0074 34,922.00 E.W. @ F.A.(+) 070210 N 2510.0 007 0051 885.50 E.W. @ F.A.(+) 031110 Y 0213.1 0052 365.51 110910 Y 0491.1 0053 831.24 110110 Y 0536.2 008 0037 2,246.09 E.W. @ F.A.(+) 083013 N 2294.0 0038 3,701.05 082813 N 2295.0 0043 799.05 030113 N 2257.0 0044 645.39 012214 Y 2476.0 032 0319 937.99 E.W. @ F.A.(+) 080113 Y 2419.0 0320 453.70 102513 Y 2424.0 0321 479.19 091613 Y 2432.0 0322 461.00 110113 Y 2433.0 0323 461.00 112213 Y 2434.0 0324 486.54 111513 Y 2477.0 0325 479.19 070113 Y 2501.0 0326 80.13 030911 Y 0951.1 0327 1,417.40 101111 Y 1468.1 046 0088 3,293.36 E.W. @ F.A.(+) 050211 Y 1034.1 0089 3,573.00 051111 Y 1051.1 0090 1,958.00 051211 Y 1135.1 0091 1,735.31 120812 Y 1984.1 054 0012 39,052.65 A.C. @ U.P.(+) 022014 N 319-60 0014 72,526.35 022013 N 319-09 061 0002 332.88 E.W. @ F.A.(+) 101513 Y 2352.0 0003 4,432.10 100813 Y 2359.0 0005 4,099.07 100913 Y 2360.0 0007 4,881.81 101013 Y 2361.0 0009 5,995.26 101113 Y 2362.0 0011 7,522.29 101213 Y 2363.0 0012 8,491.45 101313 Y 2364.0 0013 1,504.09 101413 Y 2365.0 0015 10,778.15 101513 Y 2366.0 0017 5,836.20 101613 Y 2367.0 0019 3,692.37 101713 Y 2368.0 0021 4,793.57 100713 Y 2372.0 0024 11,380.88 101913 Y 2376.0 0025 6,023.98 102013 Y 2377.0 0027 6,964.25 102113 Y 2379.0 0030 674.34 110113 Y 2382.0 0033 774.57 111213 Y 2385.0 0034 2,332.49 111313 Y 2386.0 0035 4,447.68 111413 Y 2387.0 0036 4,822.60 111513 Y 2388.0 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 02/21/14 EST. NO.60 TIME 12:22 PM R.E. NAME: SENG, TA 04-1706U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0037 5,223.54 111613 Y 2389.0 0038 7,410.48 111813 Y 2390.0 0040 3,093.67 112113 Y 2392.0 0041 1,383.47 112213 Y 2393.0 0043 7,052.42 112413 Y 2395.0 0045 1,410.02 102313 Y 2402.0 0047 2,063.03 102913 Y 2403.1 0048 15,736.88 102913 Y 2404.0 0049 411.76 103013 Y 2405.0 0050 1,375.01 110113 Y 2406.0 350,705.88 TOTAL THIS ESTIMATE 7,567,106.03 TOTAL PREVIOUS ESTIMATE 7,917,811.91 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 02/21/14 EST. NO.60 TIME 12:22 PM R.E. NAME: SENG, TA 04-1706U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LACKING CPM UPDATES -255,080.00 06 LACKING CPM UPDATES -241,904.59 07 RELEASE SCHEDULE DED 496,984.59 08 MISSING SCH UPDATES -151,094.46 09 RELEASE CPM DEDUCTIN 151,094.46 10 LABOR COMPLIANCE -10,000.00 25 LACKING LAB COMPLIAN -10,000.00 27 LABOR COMPLIANCE 10,000.00 28 LACKING LAB COMPLIAN 10,000.00 28 LCV DEDUCTION STL682 -10,000.00 28 LABOR COMP LTR #751 -2,000.00 30 LAB COMP ISSUE ST870 -10,000.00 41 RELEASE STL682 DEDUC 10,000.00 46 RELEASE DEDUCTION 12,000.00 51 25% FOR CPM NON-COMP -215,723.80 54 RELESE CPM DEDUCTION 215,723.80 55 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 02/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 12:22 PM ESTIMATE NO. 60 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 02/21/14 LOCATION PROGRESS ESTIMATE 04-ALA-880-30.1/31.1 ----------------- MCM CONSTRUCTION, INC IN ALAMEDA COUNTY IN OAKLAND ON 450 BURMA ROAD ROUTE 880 FROM 0.8 KM NORTH OF 16TH OAKLAND CA 94607 AVENUE OVERCROSSING TO OAK MADISON STREET UNDERCROSSING FED. AID NO. ACBR-880-1(59)E ,IM-880-1(59)E ,ACIM-880-1(59)E REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 25,000.0000 25,000.00 0.750 18,750 002 TIME-RELATED OVERHEAD LS 5,300,000.0000 5,300,000.00 0.080 424,000.00 0.920 4,876,000 003 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 62,500.00 1,438.600 35,965 (S) 004 TEMPORARY FENCE (TYPE ESA) M 15.0000 6,900.00 730.826 10,962 005 TEMPORARY SUPPORT LS 150,000.0000 150,000.00 1.000 150,000 006 TEMPORARY INLET CAP EA 300.0000 8,400.00 27.000 8,100 007 TEMPORARY TIMBER BULKHEAD EA 300.0000 1,800.00 0.000 0 008 TEMPORARY 300 MM SLOTTED CORRUGATED M 320.0000 83,200.00 259.200 82,944 STEEL PIPE 009 TEMPORARY 300 MM ALTERNATIVE PIPE M 220.0000 26,400.00 38.050 8,371 CULVERT (TYPE A) 010 TEMPORARY 450 MM ALTERNATIVE PIPE M 220.0000 30,800.00 137.510 30,252 CULVERT (TYPE B) 011 TEMPORARY 600 MM ALTERNATIVE PIPE M 325.0000 4,550.00 13.600 4,420 CULVERT (TYPE B) 012 SITE HEALTH AND SAFETY PLAN LS 20,000.0000 20,000.00 0.600 12,000 (S) 013 CONSTRUCTION SITE MANAGEMENT LS 150,000.0000 150,000.00 0.858 128,700 014 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.926 4,630 PREVENTION PLAN 015 DEWATERING AND NON-STORM WATER DISCHARGE LS 150,000.0000 150,000.00 0.866 129,900 CONTROL 016 BIOLOGICAL MONITOR LS 100,000.0000 100,000.00 0.855 85,500 017 TEMPORARY SILT FENCE M 13.0000 15,600.00 1,211.986 15,755 018 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 10,000.00 5.000 10,000 019 TEMPORARY COVER M2 4.0000 18,000.00 6,175.866 24,703 020 MOVE-IN/MOVE-OUT EA 700.0000 9,100.00 1.000 700 (S) (TEMPORARY EROSION CONTROL) 021 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 28,000.00 30.000 12,000 022 TEMPORARY HYDRAULIC MULCH M2 1.0000 20,000.00 1,300.000 1,300 (S) (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 02/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 12:22 PM ESTIMATE NO. 60 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 02/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 45,000.0000 45,000.00 0.861 38,745 024 TEMPORARY CONCRETE WASHOUT (PORTABLE) EA 300.0000 30,000.00 23.200 6,960.00 86.010 25,803 025 TEMPORARY DRAINAGE INLET EA 1,500.0000 27,000.00 6.500 9,750 026 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.550 22,000 (S) 027 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.858 171,600 (S) 028 TYPE II BARRICADE EA 100.0000 5,900.00 6.000 600 (S) 029 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 61,000.00 0.000 0 (S) 030 TEMPORARY PAVEMENT MARKING (TAPE) M2 75.0000 2,250.00 4.083 306 (S) 031 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 15,200.00 351.000 14,040 (S) 032 TEMPORARY PAVEMENT MARKER EA 4.0000 24,080.00 0.000 0 (S) 033 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.858 42,900 (S) 034 TEMPORARY RAILING (TYPE K) M 60.0000 732,000.00 10,848.161 650,889 035 TEMPORARY CRASH CUSHION MODULE EA 250.0000 60,000.00 220.000 55,000 (S) 036 TEMPORARY CRASH CUSHION (ADIEM) EA 10,000.0000 10,000.00 0.000 0 (S) 037 TEMPORARY TRAFFIC SCREEN M 10.0000 95,600.00 6,539.676 65,396 (S) 038 ABANDON CULVERT EA 425.0000 4,250.00 2.000 850 039 ABANDON INLET EA 500.0000 2,500.00 5.000 2,500 040 REMOVE CHAIN LINK FENCE M 11.0000 37,510.00 2,192.800 24,120 041 REMOVE METAL BEAM GUARD RAILING M 50.0000 13,000.00 276.000 13,800 (S) 042 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.0000 18,580.00 1,574.500 3,149 (S) 043 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 10,300.00 4,348.700 8,697 (S) STRIPE 044 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 19,880.00 6,564.380 13,128 (S) 045 REMOVE PAINTED PAVEMENT MARKING M2 20.0000 1,280.00 13.980 279 (S) 046 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5000 15,750.00 8,473.380 12,710 (S) 047 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 1,175.00 10.800 270 (S) 048 REMOVE PAVEMENT MARKER EA 1.0000 14,000.00 9,401.020 9,401 (S) 049 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 3,000.00 3.000 450 PROGRAM CAS145 PAGE 3 DATE 02/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 12:22 PM ESTIMATE NO. 60 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 02/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE ROADSIDE SIGN (METAL POST) EA 200.0000 400.00 3.000 600 051 REMOVE ROADSIDE SIGN EA 200.0000 600.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 052 REMOVE SIGN STRUCTURE EA 4,000.0000 16,000.00 2.000 8,000.00 4.000 16,000 (S) 053 REMOVE ASPHALT CONCRETE DIKE M 12.0000 900.00 66.670 800 054 REMOVE CULVERT M 100.0000 106,000.00 1,170.100 117,010 055 REMOVE INLET EA 265.0000 12,190.00 37.000 9,805 056 REMOVE RETAINING WALL M 105.0000 7,875.00 82.000 8,610 057 REMOVE CONCRETE PAVEMENT M3 33.0000 40,260.00 973.100 32,112 058 REMOVE BASE AND SURFACING M3 27.0000 18,900.00 695.330 18,773 059 RECONSTRUCT METAL BEAM GUARD RAILING M 700.0000 5,600.00 0.000 0 (S) 060 PLACE WATER VALVE COVER EA 250.0000 250.00 0.000 0 061 ADJUST FRAME AND COVER TO GRADE EA 500.0000 4,000.00 0.000 0 062 MODIFY INLET EA 2,000.0000 2,000.00 1.000 2,000 063 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 52,000.00 9,738.400 19,476 (S) 064 REMOVE CONCRETE (COMMUNICATION DUCT) M3 70.0000 3,290.00 141.300 9,891 065 REMOVE CONCRETE CURB M 29.0000 58,000.00 1,602.800 46,481 066 REMOVE CONCRETE BARRIER (TYPE 60) M 60.0000 10,800.00 177.000 10,620 067 REMOVE CONCRETE BARRIER (TYPE K) M 15.0000 22,200.00 1,443.000 21,645 068 REMOVE CRASH CUSHION (SAND FILLED) EA 150.0000 1,800.00 12.000 1,800 (S) 069 BRIDGE REMOVAL, LOCATION A LS 1,700,000.0000 1,700,000.00 0.996 1,693,200 070 BRIDGE REMOVAL, LOCATION B LS 40,000.0000 40,000.00 1.000 40,000 071 CLEARING AND GRUBBING LS 13,000.0000 13,000.00 0.880 11,440 072 REMOVE TREE LS 50,000.0000 50,000.00 0.900 45,000 073 DEVELOP WATER SUPPLY LS 38,000.0000 38,000.00 0.808 30,704 074 ROADWAY EXCAVATION M3 29.1000 625,650.00 21,453.520 624,297 075 ROADWAY EXCAVATION (TYPE Z-2) M3 62.8000 546,360.00 9,682.230 608,044 (AERIALLY DEPOSITED LEAD) 076 LEAD COMPLIANCE PLAN (STRIPE REMOVAL) LS 3,000.0000 3,000.00 0.140 420.00 1.000 3,000 PROGRAM CAS145 PAGE 4 DATE 02/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 12:22 PM ESTIMATE NO. 60 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 02/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 20,625.00 17.050 1,278.75 275.000 20,625 (F) 078 STRUCTURE EXCAVATION (HAZARDOUS WASTE M3 200.0000 172,000.00 172.000 34,400.00 860.000 172,000 (F) AND RESTRICTED MATERIAL) 079 STRUCTURE BACKFILL (BRIDGE) M3 150.0000 60,000.00 52.600 7,890.00 350.000 52,500 (F) 080 STRUCTURE BACKFILL (CULVERT) M3 37.0000 55,130.00 200.000 7,400.00 1,187.400 43,933 081 STRUCTURE BACKFILL (SLURRY CEMENT) M3 138.0000 5,658.00 1.180 162 082 SAND BACKFILL M3 200.0000 14,000.00 55.240 11,048 083 IMPORTED BORROW M3 40.2000 258,888.00 7,037.000 282,887 084 GEOSYNTHETIC REINFORCED EMBANKMENT M2 38.0000 148,580.00 3,308.810 125,734 085 GEOTECHNICAL INSTRUMENTATION AND LS 10,000.0000 10,000.00 0.440 4,400 (S) INSTALLATION 086 HIGHWAY PLANTING LS 80,000.0000 80,000.00 0.000 0 (S) 087 IMPORTED TOPSOIL M3 60.0000 25,800.00 0.000 0 (S) 088 ROCK BLANKET M2 110.0000 68,200.00 0.000 0 (S) 089 DECOMPOSED GRANITE M2 40.0000 30,000.00 0.000 0 (S) 090 EROSION CONTROL (NETTING) M2 15.0000 22,500.00 0.000 0 (S) 091 EROSION CONTROL (TYPE D) HA 10,000.0000 100,000.00 0.000 0 (S) 092 FIBER ROLLS M 10.0000 11,000.00 382.680 3,826 (S) 093 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 10,400.00 0.000 0 (S) 094 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 0.000 0 (S) 095 40 MM BACKFLOW PREVENTOR EA 1,000.0000 1,000.00 0.000 0 (S) 096 IRRIGATION SYSTEM LS 60,000.0000 60,000.00 0.000 0 (S) 097 100 MM CORRUGATED HIGH DENSITY M 60.0000 540.00 0.000 0 (S) POLYETHYLENE PIPE CONDUIT 098 200 MM CORRUGATED HIGH DENSITY M 200.0000 2,400.00 0.000 0 (S) POLYETHYLENE PIPE CONDUIT 099 CLASS 4 AGGREGATE SUBBASE M3 31.0000 30,380.00 451.000 13,981 100 LEAN CONCRETE BASE M3 225.0000 1,300,500.00 496.960 111,816.00 5,577.950 1,255,038 101 LIGHTWEIGHT EMBANKMENT MATERIAL M3 60.0000 2,310,000.00 34,441.860 2,066,511 (CELLULAR CONCRETE) 102 ASPHALT CONCRETE (TYPE A) TONN 82.1000 2,348,060.00 981.590 80,588.54 22,170.350 1,820,185 103 ASPHALT CONCRETE (OPEN GRADED) TONN 107.0000 331,700.00 1,602.340 171,450 PROGRAM CAS145 PAGE 5 DATE 02/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 12:22 PM ESTIMATE NO. 60 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 02/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PAVEMENT REINFORCING FABRIC M2 2.2000 19,030.00 8,650.000 19,030 105 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 21,600.00 0.000 0 AREA) 106 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 10.0000 2,400.00 0.000 0 107 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 4,200.00 0.000 0 108 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 10.0000 460.00 0.000 0 109 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 2,300.00 0.000 0 110 CRACK EXISTING CONCRETE PAVEMENT M2 2.2500 19,665.00 6,968.000 15,678 111 GRIND EXISTING CONCRETE M2 39.0000 26,130.00 565.000 22,035 PAVEMENT 112 FURNISH STEEL PIPE PILE (1219 MM) M 1,250.0000 345,000.00 422.300 527,875 113 DRIVE STEEL PIPE PILE (1219 MM) EA 20,000.0000 160,000.00 12.000 240,000 (S) 114 FURNISH PILING (CLASS 625) M 110.0000 338,800.00 3,079.680 338,764 (ALTERNATIVE V) 115 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 1,800.0000 176,400.00 98.000 176,400 (S) 116 FURNISH PILING (CLASS 400) M 140.0000 8,540.00 61.000 8,540 117 DRIVE PILE (CLASS 400) EA 3,000.0000 24,000.00 4.000 12,000 (S) 118 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 3,150.0000 400,050.00 126.700 399,105 PILING (1830 MM) 119 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 100,000.0000 300,000.00 3.000 300,000 (S) PILE (1830 MM) 120 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 4,300.0000 11,751,900.00 2,745.270 11,804,661 PILING (2440 MM) 121 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 82,000.0000 5,330,000.00 1.000 82,000.00 65.000 5,330,000 (S) PILE (2440 MM) 122 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1,400,000.0000 1,400,000.00 0.077 107,800.00 0.837 1,171,800 (S) 123 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 620.0000 133,300.00 272.187 168,755 (F) 124 STRUCTURAL CONCRETE, BRIDGE M3 969.0000 23,352,900.00 2,264.300 2,194,106.70 23,194.679 22,475,643 (F) 125 STRUCTURAL CONCRETE, BARRIER SLAB M3 600.0000 294,000.00 381.610 228,966 126 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 243,000.00 162.360 146,124 (F) (TYPE N) 127 MINOR CONCRETE M3 320.0000 60,800.00 43.920 14,054.40 101.920 32,614 128 MINOR CONCRETE (MINOR STRUCTURE) M3 730.0000 113,880.00 72.113 52,642 (F) 129 MINOR CONCRETE (BACKFILL) M3 580.0000 16,820.00 22.800 13,224 130 ARCHITECTURAL TREATMENT M2 10.0000 20,500.00 2,050.000 20,500 (F) PROGRAM CAS145 PAGE 6 DATE 02/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 12:22 PM ESTIMATE NO. 60 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 02/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ARCHITECTURAL SURFACE (LIGHT SANDBLAST) M2 20.0000 31,000.00 0.000 0 (F) 132 ARCHITECTURAL SURFACE (MEDIUM SANDBLAST) M2 20.0000 15,200.00 0.000 0 (F) 133 PTFE SPHERICAL BEARING EA 5,000.0000 320,000.00 52.000 260,000 (S) 134 JOINT SEAL ASSEMBLY (MR 80 MM) M 700.0000 35,700.00 30.080 21,056 (S) 135 JOINT SEAL ASSEMBLY (MR 90 MM) M 700.0000 32,900.00 27.655 19,358 (S) 136 JOINT SEAL ASSEMBLY (MR 321 MM - 400 MM) M 5,500.0000 517,000.00 55.310 304,205 (S) 137 BAR REINFORCING STEEL (BRIDGE) KG 1.1800 8,024,000.00 543,743.820 641,617.71 6,424,910.858 7,581,394 (SF) 138 BAR REINFORCING STEEL (EPOXY COATED) KG 2.5000 1,807,500.00 47,322.000 118,305.00 739,916.528 1,849,791 (SF)(BRIDGE) 139 HEADED BAR REINFORCEMENT EA 10.0000 168,000.00 14,334.000 143,340 (SF) 140 SHOTCRETE M3 500.0000 79,000.00 0.000 0 (SF) 141 STRUCTURAL STEEL (BRIDGE) KG 50.0000 110,000.00 2,200.000 110,000 (SF) 142 FURNISH SIGN STRUCTURE (TRUSS) KG 12.0000 395,148.00 15,089.270 181,071 (F) 143 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 32,929.00 15,089.714 15,089 (SF) 144 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 135.0000 11,475.00 14.870 2,007 (F) 145 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 1,700.00 0.000 0 (1.6 MM-UNFRAMED) 146 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 1,300.00 0.000 0 (2.0 MM-UNFRAMED) 147 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 518.00 0.000 0 (1.6 MM-FRAMED) 148 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 360.00 0.000 0 (2.0 MM-FRAMED) 149 METAL (RAIL MOUNTED SIGN) KG 36.0000 8,640.00 0.000 0 150 ROADSIDE SIGN - ONE POST EA 250.0000 5,250.00 0.000 0 151 ROADSIDE SIGN EA 150.0000 900.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 152 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 900.00 0.000 0 METHOD) 153 RAILROAD SHOOFLY LS 50,000.0000 50,000.00 1.000 50,000 154 300 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 135.0000 2,295.00 5.100 688 155 300 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 185.0000 64,750.00 65.300 12,080 156 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 165.0000 52,800.00 307.600 50,754 157 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 220.0000 63,800.00 129.400 28,468 PROGRAM CAS145 PAGE 7 DATE 02/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 12:22 PM ESTIMATE NO. 60 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 02/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 450 MM ALTERNATIVE PIPE CULVERT (TYPE C) M 215.0000 154,800.00 677.400 145,641 159 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 170.0000 16,320.00 95.100 16,167 160 600 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 245.0000 41,650.00 224.400 54,978 161 750 MM ALTERNATIVE PIPE CULVERT M 270.0000 78,300.00 282.500 76,275 162 900 MM ALTERNATIVE PIPE CULVERT M 310.0000 55,800.00 0.000 0 163 450 MM SLOTTED CORRUGATED STEEL PIPE M 270.0000 78,300.00 48.700 13,149 (1.63 MM THICK) 164 WICK DRAIN M 2.3000 276,000.00 83,232.000 191,433 165 GEOCOMPOSITE DRAINAGE BLANKET M2 5.0000 32,600.00 0.000 0 166 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 167 DRAINAGE INLET MARKER EA 100.0000 200.00 0.000 0 168 ROCK SLOPE PROTECTION M3 1,000.0000 1,600.00 0.000 0 (FACING, METHOD B) 169 MINOR CONCRETE (MISCELLANEOUS M3 700.0000 98,000.00 32.200 22,540 CONSTRUCTION) 170 MINOR CONCRETE (CONCRETE MOW STRIP) M3 700.0000 5,600.00 0.000 0 (S) 171 MISCELLANEOUS IRON AND STEEL KG 3.5000 61,103.00 3,855.000 13,492 (SF) 172 ISOLATION CASING KG 5.0000 265,000.00 46,375.000 231,875 (SF) 173 MISCELLANEOUS METAL KG 15.0000 217,500.00 5,576.920 83,653.80 14,499.998 217,499 (SF)(RESTRAINER - PIPE TYPE) 174 MISCELLANEOUS METAL KG 15.0000 54,000.00 1,200.000 18,000.00 2,400.000 36,000 (SF)(RESTRAINER - CABLE TYPE) 175 MISCELLANEOUS METAL (BRIDGE) KG 20.0000 45,000.00 1,928.192 38,563 (SF) 176 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 364,000.00 18,200.000 364,000 (SF) 177 CHAIN LINK FENCE (TYPE CL-1.2, M 66.0000 48,840.00 717.690 47,367 (S) VINYL-CLAD) 178 CHAIN LINK FENCE (TYPE CL-1.8) M 66.0000 175,560.00 381.000 25,146 (S) 179 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 10,500.00 0.000 0 (S) 180 SURVEY MONUMENT AND SURVEY HUB LS 50,000.0000 50,000.00 0.220 11,000 181 GUARD RAILING DELINEATOR EA 20.0000 100.00 0.000 0 182 CONCRETE BARRIER MARKER EA 10.0000 1,100.00 0.000 0 183 METAL BEAM GUARD RAILING (WOOD POST) M 450.0000 3,600.00 0.000 0 (S) 184 CHAIN LINK RAILING (TYPE 7) M 150.0000 36,750.00 109.260 16,389 (SF) PROGRAM CAS145 PAGE 8 DATE 02/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 12:22 PM ESTIMATE NO. 60 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 02/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 END CAP EA 1,000.0000 2,000.00 0.000 0 (S) 186 ALTERNATIVE FLARED TERMINAL SYSTEM EA 7,000.0000 7,000.00 0.000 0 (S) 187 CRASH CUSHION (REACT 9CBB) EA 40,000.0000 40,000.00 0.000 0 (S) 188 CRASH CUSHION MODULE, SAND FILLED EA 350.0000 4,900.00 0.000 0 (S) 189 CONCRETE BARRIER (TYPE 60) M 250.0000 292,500.00 0.000 0 190 CONCRETE BARRIER (TYPE 60C MODIFIED) M 300.0000 7,200.00 24.000 7,200 191 CONCRETE BARRIER (TYPE 60C) M 300.0000 261,000.00 726.080 217,824 192 CONCRETE BARRIER (TYPE 60D) M 300.0000 14,400.00 0.000 0 193 CONCRETE BARRIER (TYPE 60R) M 275.0000 7,700.00 27.440 7,546 194 CONCRETE BARRIER (TYPE 60AM) M 300.0000 223,500.00 0.000 0 (F) 195 CONCRETE BARRIER (TYPE 732) M 200.0000 298,400.00 764.000 152,800 (F) 196 CONCRETE BARRIER (TYPE 736) M 300.0000 171,000.00 439.751 131,925 197 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 3,915.00 0.000 0 (S) 198 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 34,125.00 0.000 0 (S) 199 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 2,400.00 0.000 0 (S) 200 PAINT TRAFFIC STRIPE (2-COAT) M 0.6000 16,800.00 30,838.990 18,503 (S) 201 PAINT PAVEMENT MARKING (2-COAT) M2 30.0000 2,610.00 52.970 1,589 (S) 202 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.6000 22,880.00 7,977.000 12,763 (S) 203 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6000 17,064.00 2,903.000 10,450 (S) 204 LIGHTING (CITY STREET) LS 40,000.0000 40,000.00 0.000 0 (S) 205 LIGHTING (PARKING LOT) LS 60,000.0000 60,000.00 0.294 17,640.00 0.360 21,600 (S) 206 LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 0.644 64,400 (S) 207 STAGE CONSTRUCTION - RAMP METERING LS 80,000.0000 80,000.00 0.000 0 (S) 208 TRAFFIC OPERATIONS SYSTEM LS 150,000.0000 150,000.00 0.219 32,850.00 0.600 90,000 (S) 209 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 210 MINOR CONCRETE (SIGN FOUNDATION) M3 750.0000 21,000.00 18.116 13,587.00 26.600 19,950 211 REMOVE RAILROAD TRACK LS 25,000.0000 25,000.00 1.000 25,000 PROGRAM CAS145 PAGE 9 DATE 02/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 12:22 PM ESTIMATE NO. 60 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 02/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 02/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1706U4 TIME 12:22 PM ESTIMATE NO. 60 BID OPENING 02/04/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: SENG, TA DATE OF THIS ESTIMATE 02/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,006,367.90 72,689,671.83 ADJUSTMENT OF COMPENSATION 111,579.00 4,950,254.08 EXTRA WORK 239,126.88 2,967,557.83 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,357,073.78 80,607,483.74 213 MOBILIZATION LS 8,765,479.0000 8,765,479.00 1.000 8,765,479 ORIGINAL CONTRACT AMOUNT 87,877,777.00 TOTAL WORK COMPLETED 4,357,073.78 89,372,962.74 MATERIALS ON HAND ON SITE 473,390.90 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 4,357,073.78 89,846,353.64 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 04/20/09 800 06/15/09 06/15/09 01/28/15 1063 63 388 19 91% 100% PROGRESS IS SATISFACTORY SENG, TA RESIDENT ENGINEER PROGRAM CAS145 DATE 02/21/14