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 08/21/13 EST. NO.56 TIME 10:20 AM R.E. NAME: HOWE, WILLIAM 04-0120S4 --------------------------------------------------------------------------- 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 1472 1,430.57 E.W. @ F.A.(+) 060513 Y 8848.0 1473 530.56 060513 Y 8848.1 1474 1,598.77 060613 Y 8849.0 1475 530.56 060613 Y 8849.1 1480 363.17 061113 Y 8852.0 1481 530.56 061113 Y 8852.1 1482 461.79 061213 Y 8853.0 1483 531.15 061213 Y 8853.1 1486 601.91 052813 Y 8964.0 1487 148.84 060413 Y 8965.0 1489 4,771.02 061113 Y 8967.0 1490 363.17 061313 Y 8968.0 1491 530.56 061313 Y 8968.1 1492 363.17 061413 Y 8969.0 1493 530.56 061413 Y 8969.1 1494 703.30 061713 Y 8970.0 1495 530.56 061713 Y 8970.1 006 0029 23,000.00 E.W. @ U.P (+) 081913 N 29 0 007 0011 1,854.40 E.W. @ F.A.(+) 070213 Y 8973.0 0012 51.45 070913 Y 8974.0 018 0054 18,058.70 E.W. @ F.A.(+) 062513 Y 8975.0 021 0995 2,028.74 E.W. @ F.A.(+) 050213 Y 8862.0 0997 28,889.42 051513 Y 8976.0 0998 6,209.85 071113 Y 8978.0 023 0009 1,009.80 E.W. @ F.A.(+) 060613 Y 8979.0 057 0015 3,150.00 A.C. @ L.S.(+) 081913 N 15 0 058 0015 590.00 A.C. @ L.S.(+) 081913 N 15 0 074 0027 7,440.00 A.C. @ U.P.(+) 081913 N 27 0 076 0049 734.31 E.W. @ F.A.(+) 031713 Y 8868.0 130 0126 1,092.13 E.W. @ F.A.(+) 061013 Y 8956.0 0127 1,050.62 061113 Y 8957.0 159 0009 311,522.50 E.W. @ L.S.(+) 082013 N 9 0 0010 603,630.00 082013 N 10 0 169 0071 722.06 E.W. @ F.A.(+) 050113 Y 8954.0 0072 722.06 041713 Y 8955.0 181 0055 762.04 E.W. @ F.A.(+) 060513 Y 8867.0 184 0002 4,636.41 E.W. @ F.A.(+) 060813 Y 8677.0 0003 7,629.02 060913 Y 8678.0 0011 5,159.47 060113 Y 8682.0 0013 28,006.94 060213 Y 8684.0 188 0006 85,842.86 E.W. @ F.A.(+) 061313 N 6 0 193 0002 1,534.88 E.W. @ F.A.(+) 061313 Y 8952.0 901 0030 11,078.88 E.W. @ L.S.(+) 082013 N 30 0 0031 1,067,943.90 082013 N 31 0 902 0035 254,133.66 E.W. @ L.S.(+) 082013 N 35 0 905 0004 242,419.60 E.W. @ L.S.(+) 082013 N 4 0 906 0001 362,956.44 E.W. @ L.S.(+) 082013 N 1 0 907 0013 21,278.00 E.W. @ L.S.(+) 082013 N 13 0 913 0003 32,583.65 E.W. @ L.S.(+) 082013 N 3 0 916 0002 169,060.00 A.C. @ L.S.(+) 082013 N 2 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 08/21/13 EST. NO.56 TIME 10:20 AM R.E. NAME: HOWE, WILLIAM 04-0120S4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 3,321,302.01 TOTAL THIS ESTIMATE 133,323,124.36 TOTAL PREVIOUS ESTIMATE 136,644,426.37 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 08/21/13 EST. NO.56 TIME 10:20 AM R.E. NAME: HOWE, WILLIAM 04-0120S4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION LCV DEDUCT STL 0302 -10,000.00 12 STL 0398 -10,000.00 16 INFINITY ENGINEERING -5,000.00 22 RETURNDED FROM EST22 5,000.00 31 DEDUCT PER STL 585 -10,000.00 34 DEDUCT PER STL 655 -10,000.00 34 RELEASE PR DEDUCTION 40,000.00 53 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120S4 TIME 10:20 AM ESTIMATE NO. 56 BID OPENING 12/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/13 R.E. NAME: HOWE, WILLIAM DATE OF THIS ESTIMATE 08/21/13 LOCATION PROGRESS ESTIMATE 04-SF-80-7.9/8.2 ----------------- MCM CONSTRUCTION, INC IN THE CITY AND COUNTY OF SAN 450 BURMA ROAD FRANCISCO FROM THE YERBA BUENA OAKLAND, CA 94607 TUNNEL TO 0.6 KM EAST OF YERBA BUENA TUNNEL FED. AID NO. N O N E CONSTRUCT BRIDGES AND ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PHOTO SURVEY OF EXISTING FACILITY LS 40,000.0000 40,000.00 0.500 20,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 75,000.0000 75,000.00 0.020 1,500.00 0.960 72,000 003 DOCUMENT MANAGEMENT SYSTEM LS 599,610.0000 599,610.00 0.000 0 004 ELECTRONIC MOBILE DAILY DIARY SYSTEM LS 5,000.0000 5,000.00 0.000 0 DATA DELIVERY 005 WORKING DRAWING SUBMITTAL LS 5,000,000.0000 5,000,000.00 1.000 5,000,000 006 TIME-RELATED OVERHEAD WDAY 3,500.0000 4,865,000.00 31.000 108,500.00 1,257.000 4,399,500 007 TEMPORARY FENCE (TYPE ESA) M 10.0000 5,300.00 0.000 0 008 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 0.000 0 009 HEALTH AND SAFETY PLAN LS 10,000.0000 10,000.00 1.000 10,000 (S) 010 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.000 0 (S) PREVENTION PLAN 011 TEMPORARY SILT FENCE M 11.0000 4,510.00 0.000 0 012 TEMPORARY GRAVEL BAG BERM M 7.0000 1,400.00 0.000 0 013 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 25,000.00 0.000 0 014 TEMPORARY COVER M2 6.0000 6,780.00 0.000 0 015 TEMPORARY CHECK DAM M 50.0000 1,950.00 0.000 0 016 MOVE-IN/MOVE-OUT EA 750.0000 3,000.00 0.000 0 (S) (TEMPORARY EROSION CONTROL) 017 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 2,600.00 0.000 0 018 TEMPORARY HYDRAULIC MULCH M2 1.0000 4,500.00 0.000 0 (S) (BONDED FIBER MATRIX) 019 STREET SWEEPING LS 25,000.0000 25,000.00 0.000 0 020 TEMPORARY CONCRETE WASHOUT BIN EA 1.0000 200.00 0.000 0 021 TEMPORARY ACTIVE TREATMENT SYSTEM LS 50,000.0000 50,000.00 0.000 0 022 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.600 6,000 (S) PROGRAM CAS145 PAGE 2 DATE 08/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120S4 TIME 10:20 AM ESTIMATE NO. 56 BID OPENING 12/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/13 R.E. NAME: HOWE, WILLIAM DATE OF THIS ESTIMATE 08/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.510 102,000 (S) 024 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 1,600.00 0.000 0 (S) 025 TEMPORARY SIGNAL SYSTEM LS 30,000.0000 30,000.00 0.000 0 (S) 026 PORTABLE CHANGEABLE MESSAGE SIGN EA 2,000.0000 16,000.00 0.000 0 (S) 027 TEMPORARY RAILING (TYPE K) M 110.0000 45,100.00 10.800 1,188 028 TEMPORARY CRASH CUSHION MODULE EA 300.0000 16,500.00 0.000 0 (S) 029 ABANDON CULVERT EA 825.0000 825.00 1.000 825 030 REMOVE METAL BEAM GUARD RAILING M 21.0000 1,050.00 0.000 0 031 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 10.0000 1,600.00 0.000 0 STRIPE 032 REMOVE PAVEMENT MARKING M2 50.0000 200.00 0.000 0 033 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 5.0000 5,600.00 0.000 0 034 REMOVE PAVEMENT MARKER EA 1.0000 380.00 0.000 0 035 REMOVE ROADSIDE SIGN EA 250.0000 2,500.00 0.000 0 036 REMOVE CULVERT M 111.0000 23,310.00 210.000 23,310 037 REMOVE PIPE M 99.0000 47,520.00 480.000 47,520 038 REMOVE INLET EA 550.0000 3,300.00 5.000 2,750 039 REMOVE SEWER PIPE M 99.0000 17,820.00 180.000 17,820 040 REMOVE EPOXY ASPHALT CONCRETE SURFACING M2 40.0000 8,000.00 0.000 0 041 RECONSTRUCT ROCK SLOPE PROTECTION M3 300.0000 1,500.00 0.000 0 (FACING, METHOD B) 042 RELOCATE ROADSIDE SIGN-ONE POST EA 225.0000 1,350.00 0.000 0 043 RELOCATE ROADSIDE SIGN-TWO POST EA 450.0000 450.00 0.000 0 044 ADJUST INLET EA 1,100.0000 1,100.00 0.000 0 045 RELOCATE FIRE HYDRANT EA 4,000.0000 4,000.00 1.000 4,000 046 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 95.0000 4,750.00 50.000 4,750 047 REMOVE CONCRETE M3 185.0000 9,990.00 54.000 9,990 048 PREPARE CONCRETE BRIDGE DECK SURFACE M2 3.0000 3,066.00 537.000 1,611.00 537.000 1,611 049 PREPARE CONCRETE PAVEMENT SURFACE M2 3.0000 720.00 240.000 720.00 240.000 720 PROGRAM CAS145 PAGE 3 DATE 08/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120S4 TIME 10:20 AM ESTIMATE NO. 56 BID OPENING 12/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/13 R.E. NAME: HOWE, WILLIAM DATE OF THIS ESTIMATE 08/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE BARRIER (TYPE K) M 12.0000 7,200.00 0.000 0 051 BRIDGE REMOVAL (PORTION), LOCATION A LS 20,000.0000 20,000.00 0.950 19,000 052 BRIDGE REMOVAL (PORTION), LOCATION B LS 25,000.0000 25,000.00 1.000 25,000 053 CLEARING AND GRUBBING LS 32,300.0000 32,300.00 1.000 32,300 054 ROADWAY EXCAVATION M3 36.0000 164,880.00 4,580.000 164,880 055 ROADWAY EXCAVATION (TYPE H) M3 178.0000 81,880.00 0.000 0 056 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 (S) 057 STRUCTURE EXCAVATION (BRIDGE) M3 150.0000 1,572,750.00 9,834.000 1,475,100 (F) 058 STRUCTURE EXCAVATION (DUCT BANK) M3 75.0000 164,250.00 2,000.000 150,000 (F) 059 STRUCTURE EXCAVATION (TYPE H) M3 400.0000 180,400.00 400.000 160,000 (F) (DUCT BANK) 060 STRUCTURE EXCAVATION (TYPE H) M3 400.0000 106,400.00 240.000 96,000 (SF) 061 STRUCTURE EXCAVATION (RETAINING WALL) M3 100.0000 244,200.00 2,442.000 244,200 (F) 062 STRUCTURE BACKFILL (DUCT BANK) M3 80.0000 157,600.00 1,300.000 104,000 (F) 063 STRUCTURE BACKFILL (BRIDGE) M3 90.0000 262,440.00 2,000.000 180,000 (F) 064 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 461,000.00 2,500.000 250,000 (F) (CEMENT MODIFIED) 065 STRUCTURE BACKFILL (RETAINING WALL) M3 100.0000 190,400.00 1,066.000 106,600 (F) 066 STRUCTURE BACKFILL (RETAINING WALL) M3 150.0000 31,500.00 0.000 0 (F) (CEMENT MODIFIED) 067 EROSION CONTOL (TYPE B) M2 37.0000 140,230.00 0.000 0 (S) 068 EROSION CONTROL (TYPE D) HA 12,000.0000 12,000.00 0.000 0 (S) 069 EROSION CONTROL (NETTING) M2 7.0000 32,830.00 0.000 0 (S) 070 FIBER ROLLS M 10.0000 3,600.00 0.000 0 071 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 3,200.00 0.000 0 (S) 072 75 MM GALVANIZED STEEL PIPE M 58.0000 7,540.00 105.000 6,090 (S) 073 100 MM WATER DUCTILE IRON PIPE M 163.0000 6,520.00 40.000 6,520 (S) 074 200 MM WATER DUCTILE IRON PIPE M 289.0000 16,184.00 0.000 0 (S) 075 300 MM WATER DUCTILE IRON PIPE M 236.0000 30,680.00 128.000 30,208 (S) 076 WATER METER EA 7,500.0000 30,000.00 2.000 15,000 (S) PROGRAM CAS145 PAGE 4 DATE 08/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120S4 TIME 10:20 AM ESTIMATE NO. 56 BID OPENING 12/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/13 R.E. NAME: HOWE, WILLIAM DATE OF THIS ESTIMATE 08/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 200 MM CORRUGATED HIGH DENSITY M 200.0000 13,600.00 0.000 0 POLYETHYLENE PIPE CONDUIT 078 CLASS 3 AGGREGATE BASE M3 57.0000 18,240.00 0.000 0 079 HOT MIX ASPHALT (TYPE A) TONN 131.0000 68,120.00 798.000 104,538 080 CONCRETE PAVEMENT M3 300.0000 11,700.00 0.000 0 081 FURNISH STEEL PILING (HP 360 X 132) M 150.0000 1,380,150.00 9,241.500 1,386,225 082 DRIVE STEEL PILE (HP 360 X 132) EA 900.0000 684,000.00 760.000 684,000 (S) 083 FURNISH STEEL PILING (W 360 X 196) M 245.0000 381,710.00 1,558.000 381,710 084 DRIVE STEEL PILE (W 360 X 196) EA 900.0000 86,400.00 96.000 86,400 (S) 085 FURNISH STEEL PIPE PILING (762 MM) M 580.0000 19,140.00 33.000 19,140 086 DRIVE STEEL PIPE PILE (762 MM) EA 8,000.0000 16,000.00 2.000 16,000 (S) 087 PRESTRESSING CAST-IN-PLACE CONCRETE LS 3,200,000.0000 3,200,000.00 1.000 3,200,000 (S) (LONGITUDINAL) 088 PRESTRESSING CAST-IN-PLACE CONCRETE LS 350,000.0000 350,000.00 1.000 350,000 (S) (TRANSVERSE) 089 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 1,150,400.00 2,876.000 1,150,400 (F) 090 STRUCTURAL CONCRETE, BRIDGE M3 855.0000 28,120,950.00 32,087.990 27,435,231 (F) 091 STRUCTURAL CONCRETE, RETAINING WALL M3 800.0000 236,800.00 251.000 200,800 (F) 092 STRUCTURAL CONCRETE, APPROACH SLAB, M3 900.0000 24,300.00 27.000 24,300 (F) (TYPE EQ (3) MOD) 093 MINOR CONCRETE (MINOR STRUCTURE) M3 850.0000 83,300.00 48.000 40,800 (F) 094 MINOR CONCRETE (CONCRETE BALLAST) M3 600.0000 21,600.00 0.000 0 (F) 095 FURNISH PRECAST CONCRETE SLAB EA 2,500.0000 85,000.00 34.000 85,000 (SF)(BIKEPATH) 096 ERECT PRECAST CONCRETE SLAB (BIKEPATH) EA 500.0000 17,000.00 34.000 17,000 (SF) 097 FURNISH POLYESTER CONCRETE OVERLAY M3 3,000.0000 18,000.00 6.240 18,720.00 6.240 18,720 (F) 098 PLACE POLYESTER CONCRETE OVERLAY M2 20.0000 5,600.00 292.150 5,843.00 292.150 5,843 (F) 099 FURNISH POLYESTER CONCRETE OVERLAY M3 3,000.0000 114,000.00 0.000 0 (SF)(50MM) 100 PLACE POLYESTER CONCRETE OVERLAY M2 20.0000 15,300.00 0.000 0 (SF)(50MM) 101 PTFE SPHERICAL BEARING EA 9,000.0000 90,000.00 10.000 90,000 (S) 102 INSTALL HINGE K BEARING ASSEMBLY EA 15,000.0000 60,000.00 0.000 0 (SF) 103 JOINT SEAL ASSEMBLY (MR 100 MM) M 270.0000 3,240.00 0.000 0 (S) PROGRAM CAS145 PAGE 5 DATE 08/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120S4 TIME 10:20 AM ESTIMATE NO. 56 BID OPENING 12/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/13 R.E. NAME: HOWE, WILLIAM DATE OF THIS ESTIMATE 08/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 SEISMIC JOINT (BENT W10AL) LS 175,000.0000 175,000.00 0.750 131,250 (S) 105 SEISMIC JOINT (HINGE W7LA) LS 225,000.0000 225,000.00 0.000 0 (S) 106 SEISMIC JOINT (HINGE KW) LS 250,000.0000 250,000.00 0.000 0 (S) 107 SEISMIC JOINT (ABUT W11R) LS 175,000.0000 175,000.00 0.500 87,500 (S) 108 SEISMIC JOINT (HINGE W6RB) LS 225,000.0000 225,000.00 0.000 0 (S) 109 SEISMIC JOINT (HINGE KE) LS 250,000.0000 250,000.00 0.000 0 (S) 110 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 10,807,070.00 6,219,188.000 10,572,619 (SF) 111 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 55,893.00 30,350.000 45,525 (SF) 112 HEADED BAR REINFORCEMENT EA 75.0000 16,800.00 224.000 16,800 (SF) 113 FURNISH STRUCTURAL STEEL (BRIDGE) KG 3.0000 83,520.00 27,840.000 83,520 (F) 114 ERECT STRUCTURAL STEEL (BRIDGE) KG 2.0000 55,680.00 27,840.000 55,680 (F) 115 FURNISH SIGN STRUCTURE (TRUSS) KG 15.0000 450,765.00 37,153.000 557,295 (F) 116 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 30,051.00 33,437.000 33,437 (SF) 117 METAL (BARRIER MOUNTED SIGN) KG 20.0000 31,940.00 0.000 0 (F) 118 ROADSIDE SIGN - ONE POST EA 300.0000 2,100.00 0.000 0 119 CLEAN AND PAINT STRUCTURAL STEEL LS 50,000.0000 50,000.00 1.000 50,000 (S) 120 CLEAN AND PAINT LS 60,000.0000 60,000.00 0.000 0 (S) (MISCELLANEOUS FACILITIES) 121 PREPARE AND STAIN CONCRETE M2 100.0000 8,500.00 0.000 0 (S) 122 300 MM ALTERNATIVE PIPE CULVERT M 214.0000 5,564.00 26.000 5,564 123 450 MM ALTERNATIVE PIPE CULVERT M 210.0000 75,600.00 360.000 75,600 124 600 MM ALTERNATIVE PIPE CULVERT M 250.0000 4,500.00 18.000 4,500 125 150 MM PLASTIC PIPE M 50.0000 150.00 3.000 150 126 300 MM CORRUGATED METAL PIPE M 200.0000 8,600.00 43.000 8,600 127 150 MM WELDED STEEL PIPE (3.40 MM THICK) M 250.0000 2,000.00 8.000 2,000 128 600 MM ALTERNATIVE FLARED END SECTION EA 200.0000 200.00 1.000 200 129 150 MM VITRIFIED CLAY PIPE M 260.0000 28,600.00 110.000 28,600 (S) 130 SANITARY SEWER MANHOLE EA 3,500.0000 10,500.00 3.000 10,500 (S) PROGRAM CAS145 PAGE 6 DATE 08/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120S4 TIME 10:20 AM ESTIMATE NO. 56 BID OPENING 12/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/13 R.E. NAME: HOWE, WILLIAM DATE OF THIS ESTIMATE 08/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ROCK SLOPE PROTECTION M3 3,000.0000 900.00 0.000 0 (BACKING NO. 3, METHOD B) 132 ROCK SLOPE PROTECTION FABRIC M2 10.0000 10.00 0.000 0 133 MINOR CONCRETE (MISCELLANEOUS M3 630.0000 19,530.00 0.000 0 CONSTRUCTION) 134 MISCELLANEOUS IRON AND STEEL KG 4.0000 11,024.00 108.000 432 (SF) 135 COLUMN ISOLATION SLEEVE KG 12.0000 249,324.00 20,777.000 249,324 (S) 136 MISCELLANEOUS METAL KG 30.0000 49,410.00 167.000 5,010.00 1,647.000 49,410 (SF)(RESTRAINER - CABLE TYPE) 137 MISCELLANEOUS METAL KG 20.0000 4,000.00 232.000 4,640 (SF) 138 MISCELLANEOUS METAL (BRIDGE) KG 20.0000 172,000.00 4,654.000 93,080 (SF) 139 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 418,040.00 19,582.000 391,640 (SF) 140 CHAIN LINK FENCE M 60.0000 1,740.00 0.000 0 (TYPE CL-1.2, BLACK VINYL-CLAD) 141 CHAIN LINK FENCE, AND GATE (TYPE CL-2.4, M 120.0000 6,000.00 0.000 0 BLACK VINYL-CLAD) WITH BARBED WIRE EXTENSION ARMS 142 DELINEATOR (CLASS 1) EA 50.0000 2,250.00 0.000 0 143 METAL BEAM GUARD RAILING (STEEL POST) M 150.0000 7,500.00 0.000 0 (S) 144 CONCRETE BARRIER (TYPE K) M 20.0000 10,200.00 510.000 10,200.00 510.000 10,200 145 BIKEPATH RAILING M 1,500.0000 412,500.00 0.000 0 (SF) 146 REMOVABLE CONCRETE COUNTERWEIGHT LS 75,000.0000 75,000.00 1.000 75,000 (BIKEPATH) 147 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 0.000 0 (S) 148 CRASH CUSHION MODULE, SAND FILLED EA 250.0000 3,500.00 0.000 0 (S) 149 CONCRETE BARRIER (TYPE 732 MODIFIED) M 400.0000 727,200.00 1,245.000 498,000 (F) 150 THERMOPLASTIC PAVEMENT MARKING M2 42.0000 3,108.00 0.000 0 (S) 151 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 4,530.00 0.000 0 (S) 152 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 1,080.00 0.000 0 (S) 153 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 300.00 0.000 0 (S) (BROKEN 3.66 M - 0.92 M) 154 100 MM YELLOW THERMOPLASTIC TRAFFIC M 2.0000 3,380.00 0.000 0 (S) STRIPE 155 75 MM BLACK THERMOPLASTIC TRAFFIC STRIPE M 3.0000 6,990.00 0.000 0 (S) 156 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 5,470.00 0.000 0 (S) (BROKEN 10.28M - 4.26M) PROGRAM CAS145 PAGE 7 DATE 08/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120S4 TIME 10:20 AM ESTIMATE NO. 56 BID OPENING 12/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/13 R.E. NAME: HOWE, WILLIAM DATE OF THIS ESTIMATE 08/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 PAINT PAVEMENT MARKING (2-COAT) M2 50.0000 200.00 0.000 0 (S) 158 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 3,120.00 0.000 0 (S) 159 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 3,840.00 0.000 0 (S) 160 UNDERGROUND (ELECTRICAL DUCT BANK) LS 1,000,000.0000 1,000,000.00 0.950 950,000 (S) 161 YBI TRANSITION STRUCTURES ROADWAY LS 500,000.0000 500,000.00 0.950 475,000 (S) WESTBOUND 162 YBI TRANSITION STRUCTURES GIRDER LS 400,000.0000 400,000.00 0.950 380,000 (S) WESTBOUND 163 YBI TRANSITION STRUCTURES ROADWAY LS 500,000.0000 500,000.00 0.950 475,000 (S) EASTBOUND 164 YBI TRANSITION STRUCTURES GIRDER LS 200,000.0000 200,000.00 0.950 190,000 (S) EASTBOUND 165 SCADA REMOTE TERMINAL UNIT SYSTEM LS 200,000.0000 200,000.00 0.750 150,000 (S) 166 INSTALL STRONG MOTION DETECTION SYSTEM LS 100,000.0000 100,000.00 0.750 75,000 (S) 167 INSTALL CALL BOX SYSTEM LS 20,000.0000 20,000.00 0.500 10,000 (S) 168 LIGHTING (LOCATION 1) LS 15,000.0000 15,000.00 0.000 0 (S) 169 CAMERA UNIT WITH HOUSING EA 5,000.0000 5,000.00 0.000 0 (S) 170 PAN AND TILT UNIT EA 4,500.0000 4,500.00 0.000 0 (S) 171 CAMERA CONTROL UNIT EA 2,000.0000 2,000.00 0.000 0 (S) 172 VIDEO TRANSMITTER DUPLEX DATA EA 2,000.0000 2,000.00 0.000 0 (S) 173 PREFORMED LOOP DETECTOR STATION EA 5,000.0000 25,000.00 4.000 20,000 (S) (10 LOOP S PER STATION) 174 FIBER OPTIC DATA MODEMS EA 2,000.0000 14,000.00 0.000 0 (S) 175 FIBER OPTIC CABLE M 15.0000 5,250.00 0.000 0 (SF)(12-FIBER INDOOR/OUTDOOR) 176 FIBER OPTIC CABLE M 30.0000 62,700.00 1,567.500 47,025 (SF)(72-FIBER INDOOR/OUTDOOR) 177 FIBER OPTIC SPLICE CLOSURE EA 8,900.0000 71,200.00 0.000 0 (S) 178 INSTALL LIGHT POLE AND FIXTURE LS 200,000.0000 200,000.00 0.950 190,000 (S) 179 50 MM GAS PE PIPE M 87.0000 5,220.00 60.000 5,220 180 100 MM GAS PE PIPE M 128.0000 3,840.00 30.000 3,840 181 150 MM COMPRESSED AIR PIPE M 200.0000 58,000.00 290.000 58,000 182 SERVICE PLATFORM EA 90,000.0000 540,000.00 5.000 450,000 (SF) 183 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 08/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120S4 TIME 10:20 AM ESTIMATE NO. 56 BID OPENING 12/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/13 R.E. NAME: HOWE, WILLIAM DATE OF THIS ESTIMATE 08/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 FURNISH POLYESTER CONCRETE M3 3,000.0000 15,000.00 5.000 15,000.00 5.000 15,000 OVERLAY (19 MM) 185 PLACE POLYESTER CONCRETE M2 20.0000 5,140.00 257.000 5,140.00 257.000 5,140 OVERLAY (19 MM) 186 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 187 CLEAN BRIDGE DECK M2 0.5000 11,400.00 11,400.000 5,700.00 22,800.000 11,400 188 VIBRATION MONITORING LS 60,000.0000 60,000.00 0.000 0 189 TREAT BRIDGE DECK M2 0.5000 11,400.00 11,400.000 5,700.00 22,800.000 11,400 190 FURNISH BRIDGE DECK TREATMENT MATERIAL L 20.5000 213,200.00 5,200.000 106,600.00 10,400.000 213,200 191 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 192 WORKING DRAWING CAMPUS LS 1,200,000.0000 1,200,000.00 0.843 1,011,600 193 TEMPORARY SHUTTLE VAN SERVICE LS 500,000.0000 500,000.00 0.010 5,000.00 0.990 495,000 194 MODIFY CONCRETE BARRIER TYPE 732 (MOD) M 600.0000 40,200.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 08/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120S4 TIME 10:20 AM ESTIMATE NO. 56 BID OPENING 12/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/13 R.E. NAME: HOWE, WILLIAM DATE OF THIS ESTIMATE 08/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 295,244.00 66,471,881.05 ADJUSTMENT OF COMPENSATION 180,240.00 51,642,133.17 EXTRA WORK 3,141,062.01 85,002,293.20 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,616,546.01 203,116,307.42 195 MOBILIZATION LS 8,020,613.0000 8,020,613.00 1.000 8,020,613 ORIGINAL CONTRACT AMOUNT 80,775,457.00 TOTAL WORK COMPLETED 3,616,546.01 211,136,920.42 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 3,616,546.01 211,136,920.42 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/23/10 1390 03/10/10 00/00/00 12/30/13 1258 0 0 2 90% 90% PROGRESS IS SATISFACTORY HOWE, WILLIAM RESIDENT ENGINEER PROGRAM CAS145 DATE 08/21/13