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 01/22/13 EST. NO.30 TIME 01:37 PM R.E. NAME: GHAFGHAZI, BEN 04-1A5224 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 006 0023 4,875.04 E.W. @ U.P (+) 011013 N 23 0 008 0101 858.93 E.W. @ F.A.(+) 120512 N 836 0 011 0015 990.50 E.W. @ F.A.(+) 120612 N 839 0 0016 1,576.95 120712 N 844 0 027 0020 38,261.56 A.C. @ L.S.(+) 011613 N 20 0 044 0046 456.61 E.W. @ F.A.(+) 010213 N 859 0 0047 444.86 122812 N 858 0 0048 2,665.94 122012 N 854 0 0049 650.74 122612 N 855 0 0050 444.86 121712 N 853 0 0051 6,430.05 090512 N 847 0 0052 756.79 010413 N 865 0 0053 477.33 110912 N 811 0 0054 651.52 110812 N 807 0 0055 318.87 100112 N 751 0 0056 1,398.28 092812 N 748 0 0057 556.58 092512 N 736 0 0058 417.45 092712 N 745 0 048 0017 3,771.31 E.W. @ F.A.(+) 122812 N 860 0 067 0007 36,200.00 E.W. @ L.S.(+) 011613 N 7 0 079 0035 464.98 E.W. @ F.A.(+) 100212 N 752 0 0036 180.09 100212 N 752.10 0037 967.62 100112 N 750 0 0038 1,017.87 092712 N 744 0 0039 789.16 111212 N 809 0 0040 1,718.95 110512 N 803 0 0042 1,608.02 111412 N 813 0 0043 1,005.43 111412 N 814 0 0044 1,380.90 110612 N 805 0 082 0003 26,500.00 E.W. @ L.S.(+) 011613 N 3 0 089 0005 1,375.36 E.W. @ F.A.(+) 120612 N 842 0 0006 2,150.65 122612 N 856 0 0007 860.25 122712 N 857 0 0008 1,221.69 111412 N 815 0 0009 1,534.65 111912 N 825 0 0010 1,517.54 111612 N 822 0 0011 1,808.22 111512 N 821 0 093 0001 4,100.00 A.C. @ L.S.(+) 011613 N 1 0 096 0003 3,002.73 E.W. @ F.A.(+) 101512 N 849 0 0004 1,247.21 101712 N 778 0 0005 2,078.29 101912 N 780 0 0006 609.39 111512 N 818 0 0007 2,009.99 111612 N 823 0 0008 1,803.03 112612 N 830 0 0009 1,596.07 112912 N 831 0 0010 3,071.08 112812 N 832 0 167,823.34 TOTAL THIS ESTIMATE 13,490,176.24 TOTAL PREVIOUS ESTIMATE 13,657,999.58 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 01/22/13 EST. NO.30 TIME 01:37 PM R.E. NAME: GHAFGHAZI, BEN 04-1A5224 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LABOR COMPLIANCE -10,000.00 09 LABOR COMPLIANCE 10,000.00 10 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 01/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A5224 TIME 01:37 PM ESTIMATE NO. 30 BID OPENING 06/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/13 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 01/22/13 LOCATION PROGRESS ESTIMATE 04-SM-84-R29.0/R30.2 ----------------- 04-ALA-84-R0.0/R1.2 SHIMMICK CONSTRUCTION COMPANY IN SAN MATEO AND ALAMEDA COUNTIES INC IN MENLO PARK AND FREMONT FROM 0.3 8201 EDGEWATER DRIVE #202 MILE WEST TO 0.5 MILE EAST OF OAKLAND, CA 94621 DUMBARTON BRIDGE FED. AID NO. NH- ( ) DUMBARTON BRIDGE SEISMIC RETROFIT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 ESTABLISH MARINE ACCESS LS 350,000.0000 350,000.00 1.000 350,000 002 TRANSPORTATION FOR THE ENGINEER LS 250,000.0000 250,000.00 1.000 250,000 003 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,000.0000 6,000.00 1.000 6,000 004 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,500.00 1.000 250.00 10.000 2,500 005 TIME-RELATED OVERHEAD LS 2,200,000.0000 2,200,000.00 1.000 2,200,000 006 TEMPORARY FENCE (TYPE CL-6) LF 8.0000 10,160.00 971.000 7,768 007 TEMPORARY REINFORCED SILT FENCE LF 10.0000 146,000.00 13,910.000 139,100 008 TEMPORARY FENCE (TYPE ESA) LF 6.0000 19,200.00 2,360.000 14,160 009 MOUSE PROOF BARRIER LF 30.0000 135,000.00 4,470.000 134,100 010 TEMPORARY DRAINAGE SYSTEM LS 60,000.0000 60,000.00 1.000 60,000 011 TEMPORARY ACTIVE TREATMENT SYSTEM LS 160,000.0000 160,000.00 1.000 160,000 012 CONSTRUCTION SITE MANAGEMENT LS 30,000.0000 30,000.00 1.000 30,000 013 PREPARE STORM WATER POLLUTION LS 20,000.0000 20,000.00 1.000 20,000 PREVENTION PLAN 014 TURBIDITY CONTROL LS 50,000.0000 50,000.00 0.950 47,500 015 TEMPORARY CONSTRUCTION ENTRANCE EA 20,000.0000 40,000.00 2.000 40,000 016 TEMPORARY DRAINAGE INLET PROTECTION EA 2,000.0000 20,000.00 2.000 4,000.00 11.000 22,000 017 TEMPORARY HYDRAULIC MULCH SQYD 3.0000 1,410.00 0.000 0 (BONDED FIBER MATRIX) 018 STREET SWEEPING LS 100,000.0000 100,000.00 1.000 100,000 019 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 30,000.0000 30,000.00 1.000 30,000 020 CONSTRUCTION AREA SIGNS LS 80,000.0000 80,000.00 1.000 80,000 021 TRAFFIC CONTROL SYSTEM LS 850,000.0000 850,000.00 1.000 850,000 022 PORTABLE CHANGEABLE MESSAGE SIGN LS 130,000.0000 130,000.00 1.000 130,000 PROGRAM CAS145 PAGE 2 DATE 01/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A5224 TIME 01:37 PM ESTIMATE NO. 30 BID OPENING 06/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/13 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 01/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 22.0000 39,820.00 1,220.000 26,840.00 3,020.000 66,440 024 TEMPORARY CRASH CUSHION MODULE EA 870.0000 9,570.00 11.000 9,570 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.1000 7,975.00 2,700.000 2,970 STRIPE (HAZARDOUS WASTE) 026 TEMPORARY WETLAND PROTECTION MAT SQFT 5.0000 174,000.00 34,800.000 174,000 027 PHOTO SURVEY OF EXISTING FACILITIES LS 15,000.0000 15,000.00 1.000 15,000 028 ABANDON CULVERT LF 75.0000 18,000.00 0.000 0 029 CLEAN DRAINAGE FACILITY (EXIST. DI) EA 4,500.0000 4,500.00 0.000 0 030 CLEAN DRAINAGE FACILITY (EXIST. RCP) EA 5,000.0000 5,000.00 0.000 0 031 ABANDON INLET EA 3,000.0000 3,000.00 0.000 0 032 REMOVE BENCH EA 800.0000 1,600.00 2.000 1,600 033 REMOVE METAL BEAM GUARD RAILING LF 14.0000 10,150.00 224.000 3,136.00 724.000 10,136 034 REMOVE FLARED END SECTION EA 1,200.0000 3,600.00 3.000 3,600 035 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 6,948.00 125.000 150 036 REMOVE PAVEMENT MARKER EA 3.0000 930.00 100.000 300 037 REMOVE CULVERT LF 110.0000 1,100.00 0.000 0 038 RELOCATE CRASH CUSHION EA 1,100.0000 2,200.00 1.000 1,100 039 REMOVE INTERPRETIVE SIGNS EA 5,000.0000 10,000.00 2.000 10,000 040 RELOCATE ROADSIDE SIGN EA 4,000.0000 8,000.00 1.000 4,000 041 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 74,100.00 0.000 0 042 REMOVE CONCRETE CURB LF 20.0000 10,000.00 373.000 7,460 043 REMOVE CONCRETE (GUTTER) CY 150.0000 7,950.00 0.000 0 044 REMOVE CONCRETE BARRIER LF 250.0000 3,750.00 15.000 3,750.00 15.000 3,750 045 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 2.5000 36,775.00 14,710.000 36,775 046 ACCESS OPENING, DECK EA 300.0000 19,200.00 28.000 8,400 047 BRIDGE REMOVAL (PORTION), LOCATION A LS 350,000.0000 350,000.00 1.000 350,000 048 BRIDGE REMOVAL (PORTION), LOCATION B LS 1,250,000.0000 1,250,000.00 0.020 25,000.00 0.981 1,226,250 049 BRIDGE REMOVAL (PORTION), LOCATION C LS 2,320,000.0000 2,320,000.00 0.100 232,000.00 0.954 2,213,280 PROGRAM CAS145 PAGE 3 DATE 01/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A5224 TIME 01:37 PM ESTIMATE NO. 30 BID OPENING 06/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/13 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 01/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BRIDGE REMOVAL (PORTION), LOCATION D LS 10,000.0000 10,000.00 0.100 1,000 051 REMOVE AND REINSTALL PRECAST PANEL EA 1,500.0000 84,000.00 48.750 73,125 052 RECONSTRUCT FENDER LS 85,000.0000 85,000.00 1.000 85,000 053 RAISE BRIDGE LS 700,000.0000 700,000.00 1.000 700,000 054 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 1.000 15,000 055 ROADWAY EXCAVATION CY 60.0000 111,600.00 0.000 0 056 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 057 STRUCTURE EXCAVATION (BRIDGE) CY 400.0000 9,200.00 23.000 9,200 (F) 058 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 059 STRUCTURE EXCAVATION (TYPE D) CY 50.0000 40,500.00 810.000 40,500 (F) (PUMPING PLANT) 060 STRUCTURE BACKFILL (PUMPING PLANT) CY 60.0000 18,600.00 310.000 18,600 (F) 061 CONTROLLED LOW STRENGTH MATERIAL CY 150.0000 210,000.00 1,400.000 210,000 (STRUCTURE BACKFILL) 062 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 1,400.00 0.000 0 (F) 063 WATER AND AIR SUPPLY LINE (BRIDGE) LS 20,000.0000 20,000.00 1.000 20,000 064 COMPOST (INCORPORATE) SQYD 4.0000 15,800.00 0.000 0 065 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 3,000.00 2.000 2,000 066 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.3000 10,380.00 0.000 0 067 CLASS 3 AGGREGATE BASE CY 75.0000 21,750.00 162.000 12,150 068 HOT MIX ASPHALT (TYPE A) TON 87.0000 420,210.00 527.770 45,915 069 HOT MIX ASPHALT (LEVELING) TON 92.0000 42,320.00 0.000 0 070 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 35.0000 9,275.00 0.000 0 071 TACK COAT TON 1,000.0000 12,000.00 0.000 0 072 FURNISH 48" STEEL PIPE PILING LF 460.0000 908,500.00 1,983.500 912,410 073 DRIVE 48" STEEL PIPE PILE EA 12,000.0000 336,000.00 28.000 336,000 074 FURNISH PILING (CLASS 140) LF 65.0000 39,000.00 604.000 39,260 075 DRIVE PILE (CLASS 140) EA 2,000.0000 16,000.00 8.000 16,000 076 FURNISH PILING (CLASS 90) LF 40.0000 27,960.00 704.000 28,160 (ALTERNATIVE X) PROGRAM CAS145 PAGE 4 DATE 01/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A5224 TIME 01:37 PM ESTIMATE NO. 30 BID OPENING 06/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/13 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 01/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 DRIVE PILE (CLASS 90) (ALTERNATIVE X) EA 970.0000 15,520.00 16.000 15,520 078 STEEL SHEET PILING SQFT 25.0000 897,500.00 35,730.000 893,250 079 TEMPORARY STEEL SHEET PILING SQFT 12.0000 228,000.00 18,000.000 216,000 080 STRUCTURAL CONCRETE, FOOTING OVERLAY CY 500.0000 450,000.00 900.000 450,000 (F) 081 STRUCTURAL CONCRETE, BRIDGE CY 1,000.0000 515,000.00 515.000 515,000 (F) 082 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 083 STRUCTURAL CONCRETE, PIER CAP RETROFIT CY 580.0000 1,090,400.00 1,880.000 1,090,400 (F) 084 STRUCTURE CONCRETE (PUMPING PLANT) CY 860.0000 258,000.00 300.000 258,000 (F) 085 MINOR CONCRETE (MINOR STRUCTURE) CY 890.0000 45,390.00 38.410 34,184 (F) 086 MINOR CONCRETE (BACKFILL) CY 200.0000 24,000.00 120.000 24,000 087 ARCHITECTURAL TREATMENT, FLUTED FIN SQFT 16.0000 4,640.00 290.000 4,640 088 DRILL AND BOND DOWEL LF 26.0000 1,080,300.00 41,662.000 1,083,212 (F) 089 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 60.0000 87,600.00 1,460.000 87,600 (F) 090 FURNISH POLYESTER CONCRETE OVERLAY CF 90.0000 270,000.00 3,923.000 353,070 091 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.0000 44,130.00 5,516.250 16,548 092 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 093 CORE CONCRETE (3") AND PRESSURE GROUT LF 45.0000 327,150.00 10,125.000 455,625 DOWEL 094 CORE CONCRETE (5") LF 200.0000 12,000.00 60.000 12,000 095 FURNISH SEISMIC ISOLATION BEARING EA 99,000.0000 9,504,000.00 96.000 9,504,000 096 INSTALL SEISMIC ISOLATION BEARING EA 31,000.0000 2,976,000.00 96.000 2,976,000 097 SEISMIC JOINT (PIER 16) LS 950,000.0000 950,000.00 0.990 940,500 098 SEISMIC JOINT (PIER 31) LS 950,000.0000 950,000.00 0.980 931,000 099 BAR REINFORCING STEEL (BRIDGE) LB 1.3000 1,020,500.00 785,000.000 1,020,500 (F) 100 BAR REINFORCING STEEL (EPOXY COATED) LB 1.4000 372,400.00 266,000.000 372,400 (F) (BRIDGE) 101 BAR REINFORCING STEEL (EPOXY COATED) LB 1.6000 131,200.00 82,000.000 131,200 (F) (PUMPING PLANT) 102 FURNISH STRUCTURAL STEEL (BRIDGE) LB 2.2000 1,540,000.00 700,000.000 1,540,000 (F) 103 ERECT STRUCTURAL STEEL (BRIDGE) LB 3.3000 2,310,000.00 700,000.000 2,310,000 (F) PROGRAM CAS145 PAGE 5 DATE 01/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A5224 TIME 01:37 PM ESTIMATE NO. 30 BID OPENING 06/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/13 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 01/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 600.0000 1,200.00 0.000 0 METHOD) 105 PEDESTRIAN STAIRWAY LS 14,000.0000 14,000.00 0.100 1,400 106 CLEAN AND PAINT STRUCTURAL STEEL LS 700,000.0000 700,000.00 0.950 665,000 (F) 107 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 80.0000 496,000.00 6,200.000 496,000 (F) 108 WORK AREA MONITORING LS 30,000.0000 30,000.00 1.000 30,000 (F) 109 18" PLASTIC PIPE LF 230.0000 23,000.00 98.500 22,655 110 36" PLASTIC PIPE LF 170.0000 319,600.00 1,831.000 311,270 111 18" PLASTIC FLARED END SECTION EA 2,400.0000 2,400.00 1.000 2,400 112 36" PLASTIC FLARED END SECTION EA 2,600.0000 2,600.00 1.000 2,600 113 WIRE MESH SCREEN EA 1,200.0000 1,200.00 1.000 1,200 114 ROCK SLOPE PROTECTION (4T, METHOD A) CY 160.0000 4,000.00 25.000 4,000 115 ROCK SLOPE PROTECTION CY 145.0000 3,625.00 25.000 3,625 (BACKING NO. 1, METHOD B) 116 ROCK SLOPE PROTECTION (1/2T, METHOD B) CY 156.0000 3,900.00 25.000 3,900 117 ROCK SLOPE PROTECTION FABRIC SQFT 5.5000 3,025.00 550.000 3,025 118 MINOR CONCRETE (CURB) CY 370.0000 7,400.00 0.000 0 119 MINOR CONCRETE (MISCELLANEOUS CY 160.0000 8,480.00 0.000 0 CONSTRUCTION) 120 DRAINAGE PUMPING EQUIPMENT LS 400,000.0000 400,000.00 0.950 380,000 121 PUMPING PLANT ELECTRICAL EQUIPMENT LS 180,000.0000 180,000.00 0.899 161,820 122 MISCELLANEOUS IRON AND STEEL LB 10.0000 21,510.00 2,151.000 21,510 (F) 123 MISCELLANEOUS METAL (BRIDGE) LB 30.0000 340,500.00 1,300.000 39,000.00 7,450.000 223,500 (F) 124 PUMPING PLANT METAL WORK LB 14.0000 169,400.00 12,100.000 169,400 (F) 125 PIPE BOLLARD EA 60.0000 1,080.00 0.000 0 126 GUARD RAILING DELINEATOR EA 30.0000 2,280.00 74.000 2,220 127 STEEL BARRIER LF 400.0000 38,800.00 97.000 38,800 (F) 128 METAL BEAM GUARD RAILING (WOOD POST) LF 40.0000 73,200.00 -14.000 -560.00 1,816.000 72,640 129 VEGETATION CONTROL (MINOR CONCRETE) SQYD 40.0000 21,600.00 0.000 0 130 CONCRETE BARRIER (TYPE 27 MODIFIED) LF 100.0000 18,800.00 188.000 18,800 (F) PROGRAM CAS145 PAGE 6 DATE 01/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A5224 TIME 01:37 PM ESTIMATE NO. 30 BID OPENING 06/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/13 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 01/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 CONCRETE BARRIER MARKER EA 37.0000 3,330.00 0.000 0 132 CONCRETE BARRIER (TYPE 50 MODIFIED 1) LF 75.0000 14,100.00 188.000 14,100 (F) 133 CONCRETE BARRIER (TYPE 50 MODIFIED 2) LF 170.0000 31,960.00 188.000 31,960 (F) 134 TRANSITION RAILING (TYPE WB) EA 1,200.0000 2,400.00 1.000 1,200.00 2.000 2,400 135 END CAP EA 1,400.0000 2,800.00 2.000 2,800 136 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,300.0000 2,600.00 2.000 2,600 137 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,500.0000 1,500.00 1.000 1,500 138 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 82.9400 15,592.72 94.000 7,796 (F) 139 STEEL HANDRAILING LF 300.0000 43,500.00 38.000 11,400 (F) 140 CONCRETE BARRIER (TYPE 60C) MODIFIED LF 110.0000 201,300.00 1,910.000 210,100 141 CONCRETE BARRIER (TYPE 732B) MODIFIED LF 140.0000 28,000.00 0.000 0 142 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 33,700.00 5,878.000 5,878 143 THERMOPLASTIC PAVEMENT MARKING SQFT 8.0000 4,080.00 0.000 0 144 PARKING BUMPER (PRECAST CONCRETE) EA 100.0000 8,600.00 0.000 0 145 PAVEMENT MARKER (NON-REFLECTIVE) EA 15.0000 960.00 48.000 720 146 PAVEMENT MARKER (RETROREFLECTIVE) EA 13.0000 4,550.00 22.000 286 147 SEISMIC MONITORING ELECTRICAL SYSTEM LS 1,500,000.0000 1,500,000.00 0.030 45,000.00 0.900 1,350,000 (F) 148 REROUTE ROADWAY LIGHTING CIRCUIT AT LS 450,000.0000 450,000.00 1.000 450,000 ABUTMENT 1 AND 44 149 REROUTE ELECTRICAL AT PIER 16 LS 150,000.0000 150,000.00 1.000 150,000 150 REINSTALL ELECTRICAL AT PIER 16 LS 120,000.0000 120,000.00 0.950 114,000 151 REROUTE ELECTRICAL AT PIER 31 LS 190,000.0000 190,000.00 1.000 190,000 152 REINSTALL ELECTRICAL AT PIER 31 LS 110,000.0000 110,000.00 0.900 99,000 153 REMOVAL OF CATHODIC PROTECTION LS 20,000.0000 20,000.00 0.975 19,500 154 REROUTE TOS FIBER OPTIC CABLE AT LS 40,000.0000 40,000.00 1.000 40,000 PIER 16 155 REINSTALL TOS FIBER OPTIC CABLE AT LS 60,000.0000 60,000.00 0.950 57,000 PIER 16 156 REROUTE TOS FIBER OPTIC CABLE AT LS 30,000.0000 30,000.00 1.000 30,000 PIER 31 157 REINSTALL TOS FIBER OPTIC CABLE AT LS 90,000.0000 90,000.00 0.800 72,000 PIER 31 PROGRAM CAS145 PAGE 7 DATE 01/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A5224 TIME 01:37 PM ESTIMATE NO. 30 BID OPENING 06/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/13 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 01/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 REROUTE TOS FIBER OPTIC CIRCUITRY AT LS 70,000.0000 70,000.00 1.000 70,000 SUBSTATION 44 159 REINSTALL TOS FIBER OPTIC CIRCUITRY AT LS 80,000.0000 80,000.00 1.000 80,000 SUBSTATION 44 160 PUMPING STATION CIRCUIT AT SUBSTATION 1 LS 30,000.0000 30,000.00 0.900 27,000 161 RELOCATE CONTROL CENTRE 1 IN LS 30,000.0000 30,000.00 1.000 30,000 SUBSTATION 1 162 RELOCATE CONTROL CENTER 44 IN LS 20,000.0000 20,000.00 0.950 19,000 SUBSTATION 44 163 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 164 REPLACE HINGE JOINT SEAL ASSEMBLY LF 300.0000 51,000.00 170.000 51,000 (MR 7 1/2") 165 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 166 ELECTRONIC DATA DELIVERY FOR DAILY LS 2,000.0000 2,000.00 0.909 1,818 DIARY 167 DOCUMENT MANAGEMENT SYSTEM LS 386,000.0000 386,000.00 0.996 384,456 PROGRAM CAS145 PAGE 8 DATE 01/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A5224 TIME 01:37 PM ESTIMATE NO. 30 BID OPENING 06/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/13 R.E. NAME: GHAFGHAZI, BEN DATE OF THIS ESTIMATE 01/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 379,616.00 42,783,960.00 ADJUSTMENT OF COMPENSATION 42,361.56 8,517,625.57 EXTRA WORK 125,461.78 5,140,374.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 547,439.34 56,441,959.58 168 MOBILIZATION LS 2,500,000.0000 2,500,000.00 1.000 2,500,000 ORIGINAL CONTRACT AMOUNT 46,576,235.72 TOTAL WORK COMPLETED 547,439.34 58,941,959.58 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 547,439.34 58,941,959.58 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 08/26/10 460 10/20/10 11/01/10 04/16/13 561 2 157 0 96% 91% PROGRESS IS SATISFACTORY GHAFGHAZI, BEN RESIDENT ENGINEER PROGRAM CAS145 DATE 01/22/13