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 09/26/16 EST. NO. 055 TIME 02:21 PM R.E. NAME: BALDERRAMOS, JEANNIE 04-0120M4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 09/26/16 EST. NO. 055 TIME 02:21 PM R.E. NAME: BALDERRAMOS, JEANNIE 04-0120M4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF STATE INSPECT -18,000.00 049 OUT OF STATE INSPECT -4,500.00 053 OUT OF STATE DEDUCTI 4,500.00 054 0.00 -18,000.00 LABOR COMPLIANCE VIOLATION FINAL UTILIZATION -10,000.00 049 FINAL UTILIZATION 10,000.00 053 0.00 0.00 TOTAL DEDUCTIONS 0.00 -18,000.00 PROGRAM CAS145 PAGE 1 DATE 09/26/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120M4 TIME 02:21 PM ESTIMATE NO. 055 BID OPENING 03/21/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/26/15 R.E. NAME: BALDERRAMOS, JEANNIE DATE OF THIS ESTIMATE 09/26/16 LOCATION FINAL ESTIMATE 04-ALA-80-1.0/1.7 -------------- MATT HARRIS IN ALAMEDA COUNTY, IN OAKLAND, FROM FLATIRON WEST INC. 1.6 KM WEST OF THE TOLL PLAZA TO 2100 GOODYEAR ROAD 0.3 KM WEST OF THE TOLL PLAZA BENICIA, CA 94510 FED. AID NO. N O N E BRIDGES, ROADWAY AND ELECTRICAL ------------------------------------------------------------------------------------------------------------------------------------ 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 15,000.0000 15,000.00 1.000 15,000 002 TIME-RELATED OVERHEAD WDAY 1,000.0000 780,000.00 1,161.000 1,161,000 003 TEMPORARY FENCE (TYPE ESA) M 7.0000 8,960.00 2,100.000 14,700 004 CONSTRUCTION SITE MANAGEMENT LS 40,000.0000 40,000.00 1.000 40,000 005 HEALTH AND SAFETY PLAN LS 1,000.0000 1,000.00 1.000 1,000 006 PREPARE STORM WATER POLLUTION LS 6,000.0000 6,000.00 1.000 6,000 PREVENTION PLAN 007 TURBIDITY CONTROL LS 20,000.0000 20,000.00 1.000 20,000 008 TEMPORARY FIBER ROLL M 8.0000 35,200.00 0.000 0 009 TEMPORARY SILT FENCE M 6.0000 19,800.00 0.000 0 010 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 20,000.00 6.000 15,000 011 TEMPORARY COVER M2 2.5000 11,075.00 24,436.000 61,090 012 TEMPORARY CHECK DAM M 30.0000 3,000.00 83.500 2,505 013 MOVE-IN/MOVE-OUT EA 800.0000 6,400.00 4.000 3,200 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 14,250.00 60.000 15,000 015 TEMPORARY HYDRAULIC MULCH M2 1.0000 17,700.00 10,383.000 10,383 (BONDED FIBER MATRIX) 016 STREET SWEEPING LS 40,000.0000 40,000.00 1.000 40,000 017 TEMPORARY CONCRETE WASHOUT BIN EA 200.0000 11,600.00 58.000 11,600 018 RAIN EVENT ACTION PLAN EA 500.0000 75,000.00 46.000 23,000 019 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 3.000 6,000 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 11,200.00 38.000 7,600 021 DEWATERING AND NON-STORM WATER DISCHARGE LS 80,000.0000 80,000.00 1.000 80,000 CONTROL 022 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 1.000 5,000 PROGRAM CAS145 PAGE 2 DATE 09/26/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120M4 TIME 02:21 PM ESTIMATE NO. 055 BID OPENING 03/21/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/26/15 R.E. NAME: BALDERRAMOS, JEANNIE DATE OF THIS ESTIMATE 09/26/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TRAFFIC CONTROL SYSTEM LS 70,000.0000 70,000.00 1.000 70,000 024 TEMPORARY TRAFFIC STRIPE (PAINT) M 4.0000 9,600.00 2,789.000 11,156 025 CHANNELIZER (SURFACE MOUNTED) EA 110.0000 880.00 126.000 13,860 026 TEMPORARY PAVEMENT MARKER EA 12.0000 6,960.00 580.000 6,960 027 PORTABLE CHANGEABLE MESSAGE SIGN LS 750,000.0000 750,000.00 1.000 750,000 028 TEMPORARY RAILING (TYPE K) M 30.0000 12,600.00 3,576.000 107,280 029 TEMPORARY TRAFFIC SCREEN M 15.0000 6,300.00 2,400.000 36,000 030 ABANDON CULVERT M 45.0000 29,250.00 650.000 29,250 031 ABANDON INLET EA 600.0000 2,400.00 4.000 2,400 032 REMOVE CHAIN LINK FENCE M 35.0000 1,260.00 36.000 1,260 033 REMOVE GATE EA 300.0000 1,200.00 4.000 1,200 034 REMOVE METAL BEAM GUARD RAILING M 65.0000 4,550.00 70.000 4,550 035 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 43.0000 6,450.00 150.000 6,450 STRIPE (HAZARDOUS WASTE) 036 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 8,120.00 2,302.000 9,208 037 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 350.0000 1,400.00 4.000 1,400 038 REMOVE ROADSIDE SIGN EA 100.0000 3,400.00 34.000 3,400 039 REMOVE SIGN STRUCTURE EA 3,500.0000 7,000.00 2.000 7,000 040 REMOVE CULVERT M 32.0000 29,760.00 973.000 31,136 041 REMOVE ASBESTOS CEMENT PIPE M 120.0000 27,600.00 25.000 3,000 042 REMOVE INLET EA 500.0000 22,000.00 45.000 22,500 043 REMOVE CONCRETE PAVEMENT M3 70.0000 9,100.00 130.000 9,100 044 REMOVE BASE AND SURFACING M3 15.0000 79,800.00 10,164.000 152,460 045 SALVAGE QWICK KURB CHANNELIZER SYSTEM M 13.0000 4,940.00 380.000 4,940 046 RECONSTRUCT ROCK SLOPE PORTECTION M3 55.0000 17,050.00 310.000 17,050 (1T, METHOD B) 047 RELOCATE ROADSIDE SIGN-ONE POST EA 200.0000 600.00 3.000 600 048 RELOCATE ROADSIDE SIGN-TWO POST EA 300.0000 1,200.00 4.000 1,200 049 SEWER VIDEO SURVEY LS 10,000.0000 10,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 09/26/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120M4 TIME 02:21 PM ESTIMATE NO. 055 BID OPENING 03/21/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/26/15 R.E. NAME: BALDERRAMOS, JEANNIE DATE OF THIS ESTIMATE 09/26/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 VIBRATION MONITORING LS 22,000.0000 22,000.00 0.000 0 051 PHOTO SURVEY OF EXISTING FACILITIES LS 20,000.0000 20,000.00 1.000 20,000 052 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 39,800.00 101,175.000 202,350 053 PREPARE CONCRETE BRIDGE DECK SURFACE M2 3.0000 12,630.00 8,259.000 24,777 (F) 054 REMOVE CONCRETE BARRIER (TYPE K) M 13.0000 30,940.00 2,722.000 35,386 055 REMOVE CONCRETE BARRIER (TYPE 60SC) M 70.0000 23,800.00 340.000 23,800 056 CLEAN BRIDGE DECK M2 1.0000 113,300.00 18,090.000 18,090 057 CAP INLET EA 3,000.0000 3,000.00 1.000 3,000 058 REMOVE CRASH CUSHION (SAND FILLED) EA 2,000.0000 2,000.00 1.000 2,000 059 BRIDGE REMOVAL (PORTION), LOCATION A LS 20,000.0000 20,000.00 1.000 20,000 060 BRIDGE REMOVAL (PORTION), LOCATION B LS 20,000.0000 20,000.00 1.000 20,000 061 BRIDGE REMOVAL (PORTION), LOCATION C LS 15,000.0000 15,000.00 1.000 15,000 062 BRIDGE REMOVAL (PORTION), LOCATION D LS 235,000.0000 235,000.00 1.000 235,000 063 JACKING SUPERSTRUCTURE LS 50,000.0000 50,000.00 1.000 50,000 064 CLEARING AND GRUBBING LS 7,000.0000 7,000.00 1.000 7,000 065 ROADWAY EXCAVATION M3 25.0000 810,000.00 31,467.360 786,684 066 ROADWAY EXCAVATION (TYPE H) M3 125.0000 1,400,000.00 15,200.000 1,900,000 067 ROADWAY EXCAVATION (CLASS II) M3 100.0000 5,800.00 58.000 5,800 068 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 069 ASBESTOS COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 070 CONTAMINATED MATERIAL SAMPLING AND LS 70,000.0000 70,000.00 1.000 70,000 ANALYSIS 071 ASBESTOS INSPECTION (BRIDGE REMOVAL) LS 15,000.0000 15,000.00 1.000 15,000 072 STRUCTURE EXCAVATION (BRIDGE) M3 45.0000 8,730.00 58.300 2,623 (F) 073 STRUCTURE EXCAVATION (DUCT BANK) M3 25.0000 40,750.00 1,630.000 40,750 074 STRUCTURE EXCAVATION (TYPE H) M3 125.0000 20,375.00 163.000 20,375 (F) 075 STRUCTURE EXCAVATION (CLASS II) M3 120.0000 39,000.00 325.000 39,000 (F) 076 STRUCTURE BACKFILL (RSP) M3 60.0000 19,200.00 320.000 19,200 PROGRAM CAS145 PAGE 4 DATE 09/26/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120M4 TIME 02:21 PM ESTIMATE NO. 055 BID OPENING 03/21/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/26/15 R.E. NAME: BALDERRAMOS, JEANNIE DATE OF THIS ESTIMATE 09/26/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE BACKFILL (BRIDGE) M3 55.0000 33,825.00 575.300 31,641 (F) 078 STRUCTURE BACKFILL (DUCT BANK) M3 23.0000 29,900.00 1,300.000 29,900 079 IMPORTED BORROW (LIGHTWEIGHT AGGREGATE) M3 83.0000 43,990.00 778.000 64,574 080 LIGHTWEIGHT EMBANKMENT MATERIAL M3 48.0000 1,440,000.00 31,550.000 1,514,400 (CELLULAR CONCRETE) 081 HIGHWAY PLANTING LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 082 IMPORTED TOPSOIL M3 45.0000 221,850.00 4,914.600 221,157 083 ROCK BLANKET M2 65.0000 50,700.00 780.000 50,700 084 EROSION CONTROL (TYPE D) M2 1.0000 13,000.00 16,422.000 16,422 085 EROSION CONTROL (NETTING) M2 6.0000 10,500.00 1,750.000 10,500 086 FIBER ROLLS M 11.0000 16,060.00 1,107.000 12,177 087 COMPOST (INCORPORATE) M2 14.0000 8,400.00 600.000 8,400 088 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,200.0000 14,400.00 4.000 4,800 089 PLANT ESTABLISHMENT WORK LS 30,000.0000 30,000.00 1.000 30,000 090 IRRIGATION SYSTEM LS 425,000.0000 425,000.00 1.000 425,000 091 NPS 4 AIR LINE (BRIDGE) M 1,100.0000 143,000.00 236.000 259,600 092 NPS 10 SEWER LINE (BRIDGE) M 1,000.0000 170,000.00 170.000 170,000 093 NPS 18 SEWER CASING PIPE (BRIDGE) M 2,200.0000 330,000.00 150.000 330,000 094 150 MM PLASTIC PIPE (SCHEDULE 40) M 25.0000 1,500.00 70.000 1,750 IRRIGATION SLEEVE 095 200 MM CORRUGATED HIGH DENSITY M 20.0000 1,060.00 57.000 1,140 POLYETHYLENE PIPE CONDUIT 096 300 MM CORRUGATED HIGH DENSITY M 210.0000 1,050.00 5.000 1,050 POLYETHYLENE PIPE CONDUIT 097 CLASS 2 AGGREGATE BASE M3 45.0000 368,550.00 11,638.000 523,710 098 DECOMPOSED GRANITE M3 150.0000 14,100.00 94.000 14,100 099 CLASS 3 AGGREGATE BASE M3 50.0000 27,500.00 550.000 27,500 100 HOT MIX ASPHALT TONN 93.0000 1,488,000.00 23,824.230 2,215,653 101 HOT MIX ASPHALT (OPEN GRADED) TONN 108.0000 338,040.00 9,175.340 990,936 102 DATA CORE LS 1,500.0000 1,500.00 1.000 1,500 103 ASPHALTIC EMULSION (PAINT BINDER) TONN 850.0000 17,850.00 78.030 66,325 PROGRAM CAS145 PAGE 5 DATE 09/26/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120M4 TIME 02:21 PM ESTIMATE NO. 055 BID OPENING 03/21/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/26/15 R.E. NAME: BALDERRAMOS, JEANNIE DATE OF THIS ESTIMATE 09/26/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 TACK COAT TONN 825.0000 47,025.00 47.870 39,492 105 FURNISH PRECAST PRESTRESSED PILING M 420.0000 557,340.00 1,327.000 557,340 (0.610 M OCTAGONAL) 106 DRIVE PRECAST PRESTRESSED PILE EA 3,000.0000 147,000.00 49.000 147,000 (0.610 M OCTAGONAL) 107 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 250.0000 62,000.00 248.000 62,000 PILING (406 MM) 108 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 4,000.0000 48,000.00 12.000 48,000 PILE (406 MM) 109 MICROPILE EA 17,000.0000 391,000.00 0.000 0 110 PRESTRESSING, LONGITUDINAL LS 305,000.0000 305,000.00 1.000 305,000 111 PRESTRESSING, TRANSVERSE LS 150,000.0000 150,000.00 1.000 150,000 112 LEVELING CONCRETE M3 300.0000 16,200.00 54.000 16,200 (F) 113 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 60,200.00 165.200 57,820 (F) 114 STRUCTURAL CONCRETE, BRIDGE M3 825.0000 2,428,800.00 2,920.000 2,409,000 (F) 115 STRUCTURAL CONCRETE, BIKEPATH M3 2,300.0000 395,600.00 172.000 395,600 (F) 116 STRUCTURAL CONCRETE, BARRIER SLAB M3 500.0000 94,000.00 188.000 94,000 (F) 117 OVERHEAD SIGN FOUNDATION EA 6,500.0000 13,000.00 2.000 13,000 (F) 118 UTILITY VAULT EA 12,000.0000 12,000.00 1.000 12,000 (F) 119 STRUCTURAL CONCRETE, APPROACH SLAB M3 950.0000 66,500.00 70.000 66,500 (F) (TYPE N) 120 MINOR CONCRETE (MINOR STRUCTURE) M3 700.0000 230,300.00 323.300 226,310 (F) 121 MINOR CONCRETE (BACKFILL) M3 170.0000 1,870.00 11.000 1,870 122 FRACTURED RIB TEXTURE M2 320.0000 23,040.00 72.000 23,040 (F) 123 EPOXY GROUT DOWEL M 30.0000 50,250.00 1,675.000 50,250 124 FURNISH PRECAST CONCRETE SLAB EA 3,000.0000 126,000.00 42.000 126,000 (BIKEPATH) 125 ERECT PRECAST CONCRETE SLAB EA 500.0000 21,000.00 42.000 21,000 (BIKEPATH) 126 FURNISH PRECAST CONCRETE SLAB EA 110,000.0000 110,000.00 0.000 0 (F) 127 ERECT PRECAST CONCRETE SLAB EA 20,000.0000 20,000.00 0.000 0 (F) 128 PRECAST WALL (TYPE 1) M2 630.0000 105,840.00 168.000 105,840 (F) 129 PRECAST WALL (TYPE 2) M2 630.0000 415,800.00 660.000 415,800 (F) 130 FURNISH POLYESTER CONCRETE OVERLAY M3 3,000.0000 105,000.00 62.200 186,600 (F) (12 MM) PROGRAM CAS145 PAGE 6 DATE 09/26/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120M4 TIME 02:21 PM ESTIMATE NO. 055 BID OPENING 03/21/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/26/15 R.E. NAME: BALDERRAMOS, JEANNIE DATE OF THIS ESTIMATE 09/26/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 PLACE POLYESTER CONCRETE OVERLAY M2 30.0000 86,850.00 2,931.000 87,930 (F) (12 MM) 132 FURNISH POLYESTER CONCRETE OVERLAY M3 2,500.0000 132,500.00 70.000 175,000 (F) (20 MM) 133 PLACE POLYESTER CONCRETE OVERLAY M2 9.0000 23,976.00 3,144.000 28,296 (F) (20 MM) 134 CORE CONCRETE (101 MM - 150 MM) M 600.0000 60,000.00 1.000 600 135 PTFE SPHERICAL BEARING EA 10,000.0000 100,000.00 10.000 100,000 (F) 136 INSTALL SEISMIC JOINT LS 75,000.0000 75,000.00 1.000 75,000 (ABUTMENT E 23R) 137 BIKEPATH EXPANSION JOINT M 8,000.0000 96,000.00 12.000 96,000 138 INSTALL MODULAR JOINT SEAL ASSEMBLY EA 35,000.0000 35,000.00 1.000 35,000 139 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 1,550,000.00 619,320.600 1,548,301 (F) 140 BAR REINFORCING STEEL (EPOXY COATED) KG 4.0000 14,200.00 1,100.000 4,400 (F) (BRIDGE) 141 BAR REINFORCING STEEL (BARRIER SLAB) KG 2.5000 33,750.00 13,500.000 33,750 (F) 142 HEADED BAR REINFORCEMENT EA 27.0000 132,840.00 4,920.000 132,840 (F) 143 TREAT BRIDGE DECK M2 1.0000 113,285.00 18,090.000 18,090 (F) 144 FURNISH BRIDGE DECK TREATMENT MATERIAL L 14.0000 720,930.00 9,313.000 130,382 145 FURNISH SIGN STRUCTURE (TRUSS) KG 9.0000 188,028.00 20,892.000 188,028 (F) 146 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 20,892.00 20,892.000 20,892 (F) 147 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 25.0000 1,775.00 71.000 1,775 148 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 2,380.00 20.710 2,899 (1.6 MM-UNFRAMED) 149 FURNISH SINGLE SHEET ALUMINUM SIGN M2 190.0000 1,520.00 8.000 1,520 (2.0 MM-FRAMED) 150 METAL (BARRIER MOUNTED SIGN) KG 23.0000 5,520.00 300.000 6,900 151 ROADSIDE SIGN - ONE POST EA 240.0000 5,040.00 20.000 4,800 152 ROADSIDE SIGN - TWO POST EA 500.0000 500.00 1.000 500 153 INSTALL SIGN PANEL ON EXISTING FRAME M2 25.0000 1,350.00 54.000 1,350 154 DIRECTIONAL SIGN EA 5,000.0000 10,000.00 2.000 10,000 155 300 MM PLASTIC PIPE M 200.0000 12,600.00 37.000 7,400 156 450 MM PLASTIC PIPE M 265.0000 164,300.00 679.000 179,935 157 600 MM PLASTIC PIPE M 280.0000 140,000.00 544.000 152,320 PROGRAM CAS145 PAGE 7 DATE 09/26/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120M4 TIME 02:21 PM ESTIMATE NO. 055 BID OPENING 03/21/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/26/15 R.E. NAME: BALDERRAMOS, JEANNIE DATE OF THIS ESTIMATE 09/26/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 450 MM SLOTTED CORRUGATED STEEL PIPE M 340.0000 7,140.00 21.000 7,140 (2.01 MM THICK) 159 CLASS 3 PERMEABLE MATERIAL M3 500.0000 1,350.00 0.000 0 160 300 MM PLASTIC FLARED END SECTION EA 500.0000 1,500.00 2.000 1,000 161 450 MM PLASTIC FLARED END SECTION EA 600.0000 600.00 1.000 600 162 MINOR CONCRETE (DITCH LINING) M3 400.0000 44,000.00 110.000 44,000 163 GEOTEXTILE FILTER FABRIC M2 2.0000 940.00 470.000 940 164 MINOR CONCRETE (MISCELLANEOUS M3 440.0000 145,200.00 254.000 111,760 CONSTRUCTION) 165 MISCELLANEOUS IRON AND STEEL KG 3.0000 15,120.00 5,346.000 16,038 (F) 166 MISCELLANEOUS METAL KG 10.0000 3,300.00 330.000 3,300 (F) (RESTRAINER - CABLE TYPE) 167 MISCELLANEOUS METAL (BRIDGE) KG 11.0000 312,620.00 28,420.000 312,620 (F) 168 BRIDGE DECK DRAINAGE SYSTEM KG 10.0000 42,000.00 4,200.000 42,000 (F) 169 CHAIN LINK FENCE (TYPE CL-1.8) M 48.0000 24,000.00 0.000 0 170 DELINEATOR (CLASS 1) EA 45.0000 990.00 0.000 0 171 OBJECT MARKER (TYPE K-1) EA 45.0000 315.00 3.000 135 172 WELDED WIRE STEEL RAILING M 180.0000 156,600.00 806.000 145,080 173 BIKEPATH RAILING M 1,000.0000 624,000.00 624.000 624,000 (F) 174 CABLE RAILING M 65.0000 6,045.00 0.000 0 175 CRASH CUSHION MODULE, SAND FILLED EA 300.0000 4,200.00 14.000 4,200 176 CONCRETE BARRIER (TYPE 60S) M 215.0000 135,450.00 566.000 121,690 177 CONCRETE BARRIER (TYPE 60SC) M 276.0000 314,640.00 1,140.000 314,640 178 CONCRETE BARRIER (TYPE 732 MODIFIED) M 275.0000 213,675.00 824.800 226,820 (F) 179 75 MM BLACK THERMOPLASTIC TRAFFIC STRIPE M 7.0000 68,040.00 0.000 0 180 THERMOPLASTIC PAVEMENT MARKING M2 163.0000 37,490.00 231.000 37,653 181 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 75,600.00 25,955.000 77,865 182 200 MM THERMOPLASTIC TRAFFIC STRIPE M 11.0000 1,870.00 170.000 1,870 183 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 75,300.00 25,100.000 75,300 (BROKEN 10.98 M - 3.66 M) 184 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,980.00 1,487.000 2,974 (BROKEN 5.18 M - 2.14 M) PROGRAM CAS145 PAGE 8 DATE 09/26/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120M4 TIME 02:21 PM ESTIMATE NO. 055 BID OPENING 03/21/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/26/15 R.E. NAME: BALDERRAMOS, JEANNIE DATE OF THIS ESTIMATE 09/26/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 388.00 97.000 388 (BROKEN 3.05 M - 1.52 M) 186 PAINT TRAFFIC STRIPE (2-COAT) M 2.0000 6,360.00 3,180.000 6,360 187 PAINT PAVEMENT MARKING (2-COAT) M2 90.0000 3,960.00 123.110 11,079 188 PARKING BUMPER (PRECAST CONCRETE) EA 180.0000 7,740.00 0.000 0 189 PAVEMENT MARKER (NON-REFLECTIVE) EA 7.0000 48,720.00 6,960.000 48,720 190 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 31,100.00 3,110.000 31,100 191 ROADWAY AND GIRDER LEVEL EASTBOUND LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 192 UNDERGROUND AND ROADWAY AT GRADE LS 1,600,000.0000 1,600,000.00 1.000 1,600,000 193 SCADA REMOTE TERMINAL UNIT SYSTEM LS 80,000.0000 80,000.00 1.000 80,000 194 CALL BOX SYSTEM LS 20,000.0000 20,000.00 1.000 20,000 195 STRONG MOTION DETECTION SYSTEM LS 85,000.0000 85,000.00 1.000 85,000 196 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 1.000 2,500 SYSTEM ELEMENTS DURING CONSTRUCTION 197 FURNISH BIKEWAY LIGHTING LUMINAIRE EA 1,400.0000 23,800.00 17.000 23,800 198 FURNISH BIKEWAY LIGHT POLE EA 1,200.0000 20,400.00 17.000 20,400 199 TRAFFIC OPERATIONS SYSTEM LS 300,000.0000 300,000.00 1.000 300,000 200 REMOVAL ELECTRICAL LS 40,000.0000 40,000.00 1.000 40,000 201 REMOVABLE BOLLARD EA 1,000.0000 4,000.00 0.000 0 202 SERVICE PLATFORM EA 120,000.0000 120,000.00 1.000 120,000 203 BENCH EA 2,500.0000 5,000.00 2.000 5,000 204 TRASH RECEPTACLE EA 1,500.0000 3,000.00 2.000 3,000 PROGRAM CAS145 PAGE 9 DATE 09/26/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0120M4 TIME 02:21 PM ESTIMATE NO. 055 BID OPENING 03/21/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/26/15 R.E. NAME: BALDERRAMOS, JEANNIE DATE OF THIS ESTIMATE 09/26/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 28,588,755.16 ADJUSTMENT OF COMPENSATION 0.00 15,949,329.46 EXTRA WORK 0.00 25,039,328.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 69,577,413.44 205 MOBILIZATION LS 2,900,000.0000 2,900,000.00 1.000 2,900,000 ORIGINAL CONTRACT AMOUNT 29,991,639.00 TOTAL WORK COMPLETED 0.00 72,477,413.44 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -18,000.00 TOTAL 0.00 72,459,413.44 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 05/01/12 1140 06/25/12 06/25/12 09/26/15 1161 0 0 0 100% 100% BALDERRAMOS, JEANNIE RESIDENT ENGINEER PROGRAM CAS145 DATE 09/26/16