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 10/07/16 EST. NO. 054 TIME 12:08 PM R.E. NAME: CARNEY, VICKY 04-2285E4 --------------------------------------------------------------------------- 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 0651 1,173.79 E.W. @ F.A.(+) 011316 Y 1266.1 0652 2,592.56 060314 N 831.20 0653 10,515.60 081615 N 1299.0 005 0132 2,306.00 E.W. @ F.A.(+) 111314 N 934.20 006 0053-1 -873.00 E.W. @ F.A.(+) 061715 N 1094.0 DAO CORRECTING ENTRY 0053-2 1,746.00 061715 N 1094.0 DAO CORRECTING ENTRY 011 0116 701.49 E.W. @ F.A.(+) 011116 Y 1287.1 0117 949.39 011216 Y 1288.1 0118 612.14 012914 N 791.30 045 0023 2,039.25 E.W. @ F.A.(+) 081515 N 1272.1 057 0029 2,945.79 E.W. @ F.A.(+) 120913 Y 633.30 0030 2,579.88 121313 Y 636.30 0031 811.29 121713 Y 637.30 103 0027 643.47 E.W. @ F.A.(+) 042015 N 1035.2 116 0002 970.78 A.C. @ L.S.(+) 100616 N RE 2 0 117 0001 16,520.91 A.C. @ L.S.(+) 100616 N RE 1 0 46,235.34 TOTAL THIS ESTIMATE 4,525,036.13 TOTAL PREVIOUS ESTIMATE 4,571,271.47 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 10/07/16 EST. NO. 054 TIME 12:08 PM R.E. NAME: CARNEY, VICKY 04-2285E4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CIDH PILES ANOMALIES -900.00 020 UNREPAIRED CIDH PILE -3,306.00 021 UNREPAIRED CIDH PILE -981.00 021 UNREPAIRED CIDH PILE -300.00 021 DOWEL BAR DEFICIENCY -11,350.69 031 SR214 -RESTAKE SR202 -680.00 039 #234-RESTAKE SR 222 -710.00 046 120" RCP DEDUCT -65,240.00 048 RETURN 120" DEDUCT 65,240.00 050 TIE BAR DECUCTION -19,335.14 050 106-INSPECT EXPENSE -5,000.00 050 180-INSPECT EXPENSE -5,000.00 050 180-INSPECT EXPENSE -5,000.00 050 309-INSPECT EXPENSE -5,000.00 050 RET. ALL PER CCO 113 57,562.83 052 0.00 0.00 LABOR COMPLIANCE VIOLATION DELINQ CERT PAYROLL -10,000.00 011 NOR CAL MASONRY 10,000.00 014 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 10/07/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 12:08 PM ESTIMATE NO. 054 BID OPENING 09/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/28/16 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 10/07/16 LOCATION SEMI-FINAL ESTIMATE 04-CC-4-R26.6/R27.5 ------------------- R J T CONSTRUCTION INC IN CONTRA COSTA COUNTY IN ANTIOCH 13240 BEL AIR DRIVE FROM 0.3 MILE WEST OF CONTRA LOMA AUBURN, CA 95603 BOULEVARD UNDERCROSSING TO 0.2 MILE EAST OF G STREET OVERCROSSING FED. AID NO. N O N E WIDEN ROADWAY AND RECONSTRUCT ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 1.000 5,000 002 TIME-RELATED OVERHEAD WDAY 4,000.0000 2,880,000.00 739.000 2,956,000 003 TEMPORARY FENCE (TYPE CL-6) LF 10.0000 24,000.00 2,300.000 23,000 (VISIBILITY SCREEN) 004 TEMPORARY FENCE (TYPE CL-6) LF 7.0000 27,160.00 2,978.000 20,846 005 TEMPORARY REINFORCED SILT FENCE LF 5.0000 1,600.00 70.000 350 006 TEMPORARY FENCE (TYPE ESA) LF 5.0000 1,800.00 1,100.000 5,500 007 TEMPORARY SUPPORT, LOCATION A LS 100,000.0000 100,000.00 1.000 100,000 008 TEMPORARY SUPPORT, LOCATION B LS 100,000.0000 100,000.00 1.000 100,000 009 TEMPORARY CREEK DIVERSION SYSTEM EA 20,000.0000 40,000.00 2.000 40,000 010 TEMPORARY CREEK DIVERSION SYSTEM LS 35,000.0000 35,000.00 1.000 35,000 (WATER-FILLED COFFERDAM) 011 18" TEMPORARY CULVERT LF 50.0000 54,500.00 1,627.000 81,350 012 18" TEMPORARY JACKED REINFORCED LF 1,100.0000 28,600.00 26.000 28,600 CONCRETE PIPE 013 TEMPORARY PIPE PLUG EA 200.0000 1,200.00 2.000 400 014 TEMPORARY ACTIVE TREATMENT SYSTEM LS 15,000.0000 15,000.00 0.000 0 015 CONSTRUCTION SITE MANAGEMENT LS 100,000.0000 100,000.00 1.000 100,000 016 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000 PREVENTION PLAN 017 TEMPORARY FIBER ROLL LF 3.0000 59,400.00 35,170.500 105,511 018 TEMPORARY SILT FENCE LF 3.0000 42,900.00 5,736.000 17,208 019 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,750.0000 64,750.00 37.000 64,750 020 TEMPORARY CONSTRUCTION ENTRANCE EA 1,600.0000 14,400.00 27.000 43,200 021 TEMPORARY COVER SQYD 3.0000 9,900.00 36,250.000 108,750 022 TEMPORARY STRAW BALE BARRIER LF 15.0000 4,800.00 148.000 2,220 PROGRAM CAS145 PAGE 2 DATE 10/07/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 12:08 PM ESTIMATE NO. 054 BID OPENING 09/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/28/16 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 10/07/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MOVE-IN/MOVE-OUT EA 500.0000 16,500.00 25.000 12,500 (TEMPORARY EROSION CONTROL) 024 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 9,000.00 62.000 9,300 025 TEMPORARY HYDRAULIC MULCH SQYD 1.1500 33,235.00 188,803.320 217,123 (BONDED FIBER MATRIX) 026 STREET SWEEPING LS 45,000.0000 45,000.00 1.000 45,000 027 RAIN EVENT ACTION PLAN EA 500.0000 49,500.00 53.000 26,500 028 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 5.000 10,000 029 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 11,500.00 45.000 22,500 030 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 1.000 100,000 031 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 1.000 250,000 032 TYPE III BARRICADE EA 75.0000 11,250.00 38.000 2,850 033 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 4,420.00 1,805.000 3,610 034 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 24,000.00 68,830.500 17,207 035 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 55,200.00 664.000 19,920 036 TEMPORARY PAVEMENT MARKER EA 4.0000 17,640.00 3,033.000 12,132 037 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 1.000 15,000 038 TEMPORARY RAILING (TYPE K) LF 6.2500 284,375.00 53,246.000 332,787 039 TEMPORARY CRASH CUSHION MODULE EA 300.0000 90,000.00 179.000 53,700 040 TEMPORARY CRASH CUSHION EA 2,000.0000 126,000.00 67.000 134,000 (TYPE ABSORB 350) 041 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7000 12,670.00 536.000 375 STRIPE (HAZARDOUS WASTE) 042 NOISE MONITORING LS 10,000.0000 10,000.00 1.000 10,000 043 ABANDON CULVERT EA 800.0000 5,600.00 7.000 5,600 044 ABANDON PIPELINE LF 10.5000 3,465.00 326.000 3,423 045 DESTROY WELL EA 5,775.0000 40,425.00 5.000 28,875 046 REMOVE FENCE LF 5.0000 52,500.00 10,470.000 52,350 047 REMOVE METAL BEAM GUARD RAILING LF 8.0000 7,600.00 1,019.000 8,152 048 REMOVE SINGLE THRIE BEAM BARRIER LF 9.0000 61,740.00 6,797.000 61,173 049 REMOVE FLARED END SECTION EA 200.0000 200.00 1.000 200 PROGRAM CAS145 PAGE 3 DATE 10/07/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 12:08 PM ESTIMATE NO. 054 BID OPENING 09/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/28/16 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 10/07/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE DOUBLE THRIE BEAM BARRIER LF 12.0000 9,360.00 1,230.000 14,760 051 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 5,910.00 3,760.000 1,128 052 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 5,480.00 622.000 2,488 053 REMOVE PAVEMENT MARKER EA 2.0000 5,600.00 2,202.000 4,404 054 REMOVE ROADSIDE SIGN EA 125.0000 13,750.00 109.000 13,625 055 REMOVE ROADSIDE SIGN EA 150.0000 900.00 6.000 900 (STRAP AND SADDLE BRACKET METHOD) 056 REMOVE SIGN STRUCTURE EA 7,500.0000 30,000.00 4.000 30,000 057 REMOVE FIRE HYDRANT ASSEMBLY EA 2,500.0000 12,500.00 4.000 10,000 058 REMOVE CULVERT LF 20.0000 31,000.00 1,693.600 33,872 059 REMOVE WATER PIPELINE LF 20.0000 5,400.00 223.000 4,460 060 REMOVE 24" ABANDONED PACIFIC GAS AND LF 19.0000 30,590.00 1,264.000 24,016 ELECTRIC GAS LINE 061 REMOVE WATER METER EA 300.0000 3,600.00 9.000 2,700 062 REMOVE INLET EA 230.0000 6,440.00 29.000 6,670 063 REMOVE SEWER MANHOLE EA 550.0000 2,750.00 3.000 1,650 064 REMOVE MANHOLE EA 550.0000 550.00 1.000 550 065 REMOVE SEWER PIPE LF 25.0000 29,750.00 476.600 11,915 066 REMOVE CONCRETE PAVING SQFT 0.5000 2,485.00 5,075.500 2,537 067 REMOVE BASE AND SURFACING CY 19.0000 2,850.00 242.000 4,598 068 RELOCATE ROADSIDE SIGN EA 225.0000 450.00 6.000 1,350 069 ADJUST PARTIAL INLET TO GRADE EA 1,100.0000 3,300.00 3.000 3,300 070 ADJUST FRAME AND COVER TO GRADE EA 335.0000 10,385.00 29.000 9,715 071 MODIFY INLET TO MANHOLE EA 1,520.0000 1,520.00 1.000 1,520 072 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 11.0000 23,870.00 4,728.770 52,016 073 REMOVE CONCRETE CY 40.0000 19,200.00 471.030 18,841 074 REMOVE CONCRETE CURB LF 5.0000 7,000.00 1,396.000 6,980 075 REMOVE CONCRETE (CURB AND GUTTER) LF 6.0000 54,660.00 9,369.000 56,214 076 REMOVE CONCRETE (VALLEY GUTTER) LF 11.0000 484.00 44.000 484 PROGRAM CAS145 PAGE 4 DATE 10/07/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 12:08 PM ESTIMATE NO. 054 BID OPENING 09/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/28/16 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 10/07/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE CONCRETE SIDEWALK SQFT 0.5000 16,150.00 33,318.300 16,659 078 CLEAN DRAINAGE FACILITY EA 10,000.0000 10,000.00 1.000 10,000 079 CAP INLET EA 1,000.0000 5,000.00 4.000 4,000 080 CLEAN AND INSPECT CITY OF ANTIOCH LS 10,000.0000 10,000.00 1.000 10,000 72" PIPE 081 CLEAN AND INSPECT CITY OF ANTIOCH LS 10,000.0000 10,000.00 1.000 10,000 120" PIPE 082 REMOVE BULKHEAD EA 1,000.0000 1,000.00 1.000 1,000 083 BRIDGE REMOVAL, LOCATION A LS 150,000.0000 150,000.00 1.000 150,000 084 BRIDGE REMOVAL, LOCATION B LS 160,000.0000 160,000.00 1.000 160,000 085 BRIDGE REMOVAL, LOCATION C LS 6,000.0000 6,000.00 1.000 6,000 086 JACKING SUPERSTRUCTURE LS 30,000.0000 30,000.00 0.000 0 087 CLEARING AND GRUBBING LS 125,000.0000 125,000.00 1.000 125,000 088 DEVELOP WATER SUPPLY LS 70,000.0000 70,000.00 1.000 70,000 089 ROADWAY EXCAVATION CY 8.0000 936,000.00 118,867.250 950,938 090 ROADWAY EXCAVATION (TYPE Y-1) CY 14.0000 98,700.00 7,995.000 111,930 (AERIALLY DEPOSITED LEAD) 091 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 092 ADL BURIAL LOCATION REPORT LS 4,500.0000 4,500.00 1.000 4,500 093 STRUCTURE EXCAVATION (BRIDGE) CY 60.0000 274,620.00 4,577.000 274,620 (F) 094 STRUCTURE EXCAVATION (RETAINING WALL) CY 22.0000 227,392.00 10,336.000 227,392 (F) 095 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 30.0000 2,430.00 81.000 2,430 (F) 096 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 25.0000 22,500.00 900.000 22,500 (F) 097 STRUCTURE BACKFILL (BRIDGE) CY 75.0000 183,525.00 2,447.000 183,525 (F) 098 STRUCTURE BACKFILL (RETAINING WALL) CY 25.0000 296,750.00 11,870.000 296,750 (F) 099 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 15.0000 5,100.00 340.000 5,100 (F) 100 PERVIOUS BACKFILL MATERIAL (RETAINING CY 50.0000 47,850.00 957.000 47,850 (F) WALL) 101 SAND BACKFILL CY 160.0000 14,400.00 29.020 4,643 102 CONCRETE BACKFILL CY 100.0000 4,900.00 49.000 4,900 (F) 103 LEAN CONCRETE BACKFILL CY 100.0000 1,200.00 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 10/07/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 12:08 PM ESTIMATE NO. 054 BID OPENING 09/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/28/16 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 10/07/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 SLURRY CEMENT BACKFILL CY 100.0000 49,000.00 490.000 49,000 105 DITCH EXCAVATION CY 20.0000 2,200.00 110.000 2,200 106 SOIL NAIL ASSEMBLY LF 25.0000 187,300.00 7,671.250 191,781 107 GRAVEL (MISCELLANEOUS AREAS) (SQYD) SQYD 35.0000 4,900.00 108.000 3,780 108 CHECK DAM (EROSION CONTROL) LF 5.0000 390.00 0.000 0 109 EROSION CONTROL (COMPOST BLANKET) CY 90.0000 64,800.00 414.000 37,260 110 FIBER ROLLS LF 3.5000 78,050.00 12,680.000 44,380 111 COMPOST (INCORPORATE) SQYD 9.0000 203,400.00 43,212.540 388,912 112 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 15,000.00 8.000 8,000 113 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0800 25,440.00 341,275.000 27,302 114 ROLLED EROSION CONTROL PRODUCT SQFT 0.3300 4,554.00 18,690.000 6,167 (NETTING) 115 PLANT (GROUP M) EA 9.0000 25,200.00 2,800.000 25,200 116 MAINTAIN EXISTING IRRIGATION FACILITIES LS 5,000.0000 5,000.00 1.000 5,000 117 IRRIGATION SYSTEM LS 15,000.0000 15,000.00 1.000 15,000 118 WATER METER EA 20,000.0000 140,000.00 5.000 100,000 119 8" CORRUGATED HIGH DENSITY LF 20.0000 19,000.00 934.300 18,686 POLYETHYLENE PIPE CONDUIT 120 CLASS 4 AGGREGATE SUBBASE CY 17.0000 476,000.00 29,988.530 509,805 121 CLASS 2 AGGREGATE BASE CY 27.0000 58,320.00 2,595.820 70,087 122 CLASS 3 AGGREGATE BASE CY 28.0000 197,120.00 6,825.260 191,107 123 LEAN CONCRETE BASE CY 115.0000 1,173,000.00 10,258.000 1,179,670 124 SLURRY SEAL TON 1,200.0000 43,200.00 32.500 39,000 125 HOT MIX ASPHALT TON 75.0000 2,272,500.00 27,783.570 2,083,767 126 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.0000 316.00 97.000 388 127 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 1,240.00 189.000 756 128 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 20,920.00 3,865.000 15,460 129 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 480.00 75.000 300 130 PLACE HOT MIX ASPHALT SQYD 5.5000 5,830.00 1,625.770 8,941 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 6 DATE 10/07/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 12:08 PM ESTIMATE NO. 054 BID OPENING 09/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/28/16 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 10/07/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 TACK COAT TON 1,115.0000 26,760.00 21.980 24,507 132 JOINTED PLAIN CONCRETE PAVEMENT CY 145.0000 3,103,000.00 21,320.000 3,091,400 133 SHOULDER RUMBLE STRIP STA 150.0000 12,900.00 233.030 34,954 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 134 SEAL PAVEMENT JOINT LF 1.6900 143,312.00 49,753.000 84,082 135 SEAL ISOLATION JOINT LF 9.0000 30,420.00 2,153.000 19,377 136 STEEL SOLDIER PILE (W18 X 158) LF 150.0000 63,750.00 425.000 63,750 137 30" DRILLED HOLE LF 25.0000 7,125.00 285.000 7,125 138 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 190.0000 681,910.00 3,525.500 669,845 139 78" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,000.0000 392,000.00 392.000 392,000 140 90" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,250.0000 163,750.00 131.000 163,750 141 FURNISH PILING (CLASS 140) LF 55.0000 234,795.00 4,236.980 233,033 (ALTERNATIVE W) 142 DRIVE PILE (CLASS 140) EA 1,050.0000 97,650.00 93.000 97,650 (ALTERNATIVE W) 143 FURNISH PILING (CLASS 200) LF 25.0000 264,675.00 10,552.000 263,800 (ALTERNATIVE X) 144 DRIVE PILE (CLASS 200) EA 1,050.0000 239,400.00 228.000 239,400 (ALTERNATIVE X) 145 FURNISH PILING (CLASS 200) LF 60.0000 96,840.00 1,614.000 96,840 (ALTERNATIVE W) 146 DRIVE PILE (CLASS 200) EA 1,100.0000 35,200.00 32.000 35,200 (ALTERNATIVE W) 147 16" CAST-IN-DRILLED-HOLE CONCRETE LF 60.0000 514,260.00 8,189.500 491,370 PILING (SOUND WALL) 148 PRESTRESSING CAST-IN-PLACE CONCRETE LS 125,000.0000 125,000.00 1.000 125,000 149 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 275,100.00 917.000 275,100 (F) 150 STRUCTURAL CONCRETE, BRIDGE CY 530.0000 1,878,320.00 3,544.000 1,878,320 (F) 151 STRUCTURAL CONCRETE, RETAINING WALL CY 350.0000 2,135,700.00 6,102.000 2,135,700 (F) 152 STRUCTURAL CONCRETE, APPROACH SLAB CY 450.0000 210,150.00 467.000 210,150 (F) (TYPE N) 153 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 43,000.00 86.000 43,000 (F) (TYPE N MODIFIED) 154 STRUCTURAL CONCRETE, BOX CULVERT CY 1,100.0000 849,200.00 780.000 858,000 (F) 155 STRUCTURAL CONCRETE CY 650.0000 53,300.00 82.000 53,300 (F) (HEADWALL/WINGWALL) 156 STRUCTURAL CONCRETE CY 650.0000 71,500.00 110.000 71,500 (F) (TRANSITION STRUCTURE) PROGRAM CAS145 PAGE 7 DATE 10/07/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 12:08 PM ESTIMATE NO. 054 BID OPENING 09/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/28/16 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 10/07/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 CANTILEVER WALL PRECAST CONCRETE BOX LF 900.0000 59,400.00 66.000 59,400 (F) CULVERT 158 MINOR CONCRETE (MINOR STRUCTURE) CY 900.0000 288,000.00 320.700 288,630 (F) 159 MINOR CONCRETE (SOUND WALL) CY 700.0000 254,100.00 363.000 254,100 (F) 160 MINOR CONCRETE (BACKFILL) CY 115.0000 14,950.00 128.260 14,749 161 ARCHITECTURAL TREATMENT SQFT 6.0000 395,436.00 66,364.000 398,184 (F) 162 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 39.0000 839,709.00 21,858.000 852,462 DECK UNIT (SLAB TYPE) (70'-80') 163 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 600.0000 40,800.00 68.000 40,800 UNIT 164 SOUND WALL (BARRIER) SQFT 15.0000 29,580.00 1,972.000 29,580 (F) (LIGHT WEIGHT MASONRY BLOCK) 165 SOUND WALL (MASONRY BLOCK) SQFT 15.0000 1,013,700.00 67,625.000 1,014,375 (F) 166 JOINT SEAL (MR 1") LF 45.0000 15,210.00 338.000 15,210 167 JOINT SEAL (MR 2") LF 70.0000 10,080.00 144.000 10,080 168 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 1,038,510.00 1,154,860.000 1,039,374 (F) 169 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 782,850.00 782,850.000 782,850 (F) 170 BAR REINFORCING STEEL LB 1.0000 10,658.00 10,658.000 10,658 (F) (HEADWALL/WINGWALL) 171 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 221,682.00 224,314.000 224,314 (F) 172 BAR REINFORCING STEEL LB 1.0000 15,950.00 15,950.000 15,950 (F) (TRANSITION STRUCTURE) 173 SHOTCRETE CY 400.0000 56,000.00 140.000 56,000 (F) 174 EBART PULL BOX (TYPE E) EA 6,000.0000 78,000.00 13.000 78,000 175 EBART PULL BOX (TYPE B) EA 5,000.0000 5,000.00 1.000 5,000 176 EBART CONDUIT RACEWAY (6-4") LF 80.0000 294,400.00 3,680.000 294,400 177 EBART CONCUIT RACEWAY (2-4") LF 70.0000 11,200.00 155.000 10,850 178 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 3.0000 38,430.00 12,810.000 38,430 (F) WITH WALKWAY) 179 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 0.5000 6,405.00 12,810.000 6,405 (F) WITH WALKWAY) 180 FURNISH SIGN STRUCTURE (TRUSS) LB 3.6000 245,592.00 68,220.000 245,592 (F) 181 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 13,644.00 68,220.000 13,644 (F) 182 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 12.0000 10,320.00 1,020.000 12,240 183 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 25.0000 8,500.00 336.000 8,400 PROGRAM CAS145 PAGE 8 DATE 10/07/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 12:08 PM ESTIMATE NO. 054 BID OPENING 09/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/28/16 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 10/07/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 9,720.00 721.170 8,654 (0.063"-UNFRAMED) 185 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 2,210.00 166.000 2,158 (0.080"-UNFRAMED) 186 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,250.00 150.000 2,250 (0.063"-FRAMED) 187 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 1,615.00 83.000 1,411 (0.080"-FRAMED) 188 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 750.0000 56,250.00 75.000 56,250 (SIGN FOUNDATION) 189 METAL (RAIL MOUNTED SIGN) LB 15.0000 15,000.00 996.000 14,940 190 ROADSIDE SIGN - ONE POST EA 225.0000 17,775.00 78.000 17,550 191 ROADSIDE SIGN - TWO POST EA 650.0000 7,150.00 10.000 6,500 192 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 1,875.00 19.000 2,375 METHOD) 193 TIMBER LAGGING MFBM 2,500.0000 7,500.00 3.000 7,500 (F) 194 12" ALTERNATIVE PIPE CULVERT LF 40.0000 9,600.00 233.200 9,328 195 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 45.0000 207,000.00 4,628.850 208,298 196 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 45.0000 181,350.00 4,525.000 203,625 197 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 60.0000 1,800.00 36.000 2,160 198 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 65.0000 131,300.00 2,012.200 130,793 199 30" ALTERNATIVE PIPE CULVERT LF 90.0000 49,500.00 544.200 48,978 200 18" ALTERNATIVE SLOTTED PIPE LF 65.0000 44,200.00 682.200 44,343 201 12" REINFORCED CONCRETE PIPE LF 85.0000 425.00 0.000 0 202 JACKED 18" REINFORCED CONCRETE PIPE LF 670.0000 60,300.00 90.000 60,300 203 18" REINFORCED CONCRETE PIPE LF 50.0000 4,550.00 91.000 4,550 204 24" REINFORCED CONCRETE PIPE LF 55.0000 5,500.00 106.000 5,830 205 JACKED 24" REINFORCED CONCRETE PIPE LF 600.0000 108,000.00 171.000 102,600 206 30" REINFORCED CONCRETE PIPE LF 105.0000 945.00 8.200 861 207 JACKED 30" REINFORCED CONCRETE PIPE LF 970.0000 39,770.00 40.700 39,479 208 36" REINFORCED CONCRETE PIPE LF 200.0000 2,200.00 11.000 2,200 209 42" REINFORCED CONCRETE PIPE LF 95.0000 5,795.00 58.000 5,510 210 72" REINFORCED CONCRETE PIPE LF 200.0000 8,600.00 44.000 8,800 PROGRAM CAS145 PAGE 9 DATE 10/07/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 12:08 PM ESTIMATE NO. 054 BID OPENING 09/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/28/16 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 10/07/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 120" REINFORCED CONCRETE PIPE LF 1,000.0000 320,000.00 317.900 317,900 212 JACKED 120" REINFORCED CONCRETE PIPE LF 2,300.0000 1,311,000.00 562.890 1,294,647 213 18" REINFORCED CONCRETE PIPE (CLASS V) LF 95.0000 7,410.00 73.000 6,935 214 24" REINFORCED CONCRETE PIPE (CLASS V) LF 120.0000 2,400.00 20.000 2,400 215 12" BITUMINOUS COATED CORRUGATED STEEL LF 25.0000 2,000.00 80.000 2,000 PIPE (.064" THICK) 216 18" BITUMINOUS COATED CORRUGATED STEEL LF 40.0000 1,520.00 42.000 1,680 PIPE (.064" THICK) 217 24" BITUMINOUS COATED CORRUGATED STEEL LF 45.0000 3,465.00 80.000 3,600 PIPE (.079" THICK) 218 30" BITUMINOUS COATED CORRUGATED STEEL LF 55.0000 1,760.00 32.000 1,760 PIPE (0.064" THICK) 219 36" BITUMINOUS COATED CORRUGATED STEEL LF 485.0000 1,940.00 0.000 0 PIPE (.064" THICK) 220 48" BITUMINOUS COATED CORRUGATED STEEL LF 95.0000 58,900.00 620.000 58,900 PIPE (0.064" THICK) 221 18" SLOTTED CORRUGATED STEEL PIPE LF 75.0000 14,250.00 188.200 14,115 222 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 20.0000 27,320.00 1,366.000 27,320 (RETAINING WALL) 223 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 30.0000 3,300.00 108.000 3,240 224 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 15.0000 55,050.00 3,664.200 54,963 225 CITY OF ANTIOCH (TYPE C) INLET EA 1,500.0000 37,500.00 25.000 37,500 226 DRAINAGE INLET MARKER EA 45.0000 1,980.00 54.000 2,430 227 GRATED LINE DRAIN LF 60.0000 6,600.00 110.000 6,600 228 10" WELDED STEEL PIPE CASING (BRIDGE) LF 100.0000 33,500.00 335.000 33,500 (GAS) 229 16" WELDED STEEL PIPE CASING (BRIDGE) LF 120.0000 9,960.00 83.000 9,960 230 24" WELDED STEEL PIPE CASING (BRIDGE) LF 160.0000 13,280.00 83.000 13,280 231 18" WELDED STEEL PIPE CASING LF 185.0000 5,735.00 31.000 5,735 (WATER LINE) 232 8" DUCTILE IRON WATER MAIN LF 75.0000 31,500.00 432.000 32,400 233 2" WATER LATERAL LF 70.0000 6,160.00 113.000 7,910 234 3" WATER LATERAL LF 75.0000 8,250.00 0.000 0 235 12" WELDED STEEL PIPE (.250" THICK) LF 120.0000 15,600.00 126.400 15,168 236 24" ALTERNATIVE FLARED END SECTION EA 250.0000 250.00 1.000 250 237 SIDEWALK CROSS DRAIN EA 1,500.0000 6,000.00 4.000 6,000 PROGRAM CAS145 PAGE 10 DATE 10/07/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 12:08 PM ESTIMATE NO. 054 BID OPENING 09/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/28/16 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 10/07/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 238 DRAINAGE INLET PROTECTION EA 150.0000 2,400.00 3.000 450 (EROSION CONTROL) 239 SANITARY SEWER TRUNK MANHOLE EA 4,250.0000 25,500.00 6.000 25,500 240 4" VITRIFIED CLAY PIPE LF 115.0000 23,000.00 133.000 15,295 (SANITARY SEWER LATERAL) 241 15" VITRIFIED CLAY PIPE LF 105.0000 158,550.00 693.500 72,817 (SANITARY SEWER MAIN) 242 8" STEEL SANITARY SEWER MAIN LF 90.0000 51,300.00 580.000 52,200 243 15" STEEL SANITARY SEWER MAIN LF 200.0000 40,000.00 203.200 40,640 244 SANITARY SEWER LATERAL CLEANOUT EA 350.0000 2,800.00 5.000 1,750 245 SANITARY SEWER SIPHON MANHOLE EA 25,000.0000 25,000.00 1.000 25,000 246 SANITARY SEWER SIPHON OUTLET MANHOLE EA 25,000.0000 25,000.00 1.000 25,000 247 3" CURB DRAIN LF 50.0000 3,700.00 73.300 3,665 248 ROCK SLOPE PROTECTION CY 80.0000 20,800.00 259.200 20,736 (FACING, METHOD B) 249 SLOPE PAVING (CONCRETE) (BLOCK PAVERS) SQFT 15.0000 115,050.00 7,670.000 115,050 (F) 250 MINOR CONCRETE (DITCH LINING) CY 400.0000 44,000.00 129.210 51,684 251 CLASS 8 ROCK SLOPE PROTECTION FABRIC SQYD 1.5000 1,380.00 913.530 1,370 252 MINOR CONCRETE (MISCELLANEOUS CY 300.0000 387,000.00 1,278.990 383,697 CONSTRUCTION) 253 MINOR CONCRETE (GUTTER) LF 25.0000 59,250.00 1,990.000 49,750 (F) 254 MINOR CONCRETE SQFT 6.5000 75,400.00 11,548.870 75,067 (CONTRASTING SURFACE TREATMENT) 255 MISCELLANEOUS IRON AND STEEL LB 0.6000 30,219.00 50,341.000 30,204 (F) 256 GRATE LOCKING DEVICE EA 150.0000 150.00 1.000 150 257 MISCELLANEOUS METAL (BRIDGE) LB 5.0000 27,190.00 5,107.000 25,535 (F) 258 BRIDGE DECK DRAINAGE SYSTEM LB 6.0000 11,100.00 1,850.000 11,100 (F) 259 BLOW-OFF ASSEMBLY EA 2,500.0000 2,500.00 1.000 2,500 260 AIR AND VACUUM RELIEF VALVE EA 3,250.0000 3,250.00 1.000 3,250 261 CHAIN LINK FENCE (TYPE CL-4) LF 22.0000 3,960.00 0.000 0 262 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 22.0000 14,146.00 704.000 15,488 (F) 263 CHAIN LINK FENCE (TYPE CL-6) LF 21.0000 42,693.00 2,043.000 42,903 (F) 264 WOOD FENCE LF 90.0000 35,100.00 301.200 27,108 PROGRAM CAS145 PAGE 11 DATE 10/07/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 12:08 PM ESTIMATE NO. 054 BID OPENING 09/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/28/16 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 10/07/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 265 5' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 1,500.00 0.000 0 266 6' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 6,000.00 6.000 9,000 267 10' CHAIN LINK GATE (TYPE CL-6) EA 1,750.0000 5,250.00 6.000 10,500 268 SURVEY MONUMENT (TYPE D) EA 550.0000 4,950.00 7.000 3,850 269 CITY OF ANTIOCH MONUMENT EA 600.0000 7,200.00 11.000 6,600 270 DELINEATOR (CLASS 1) EA 35.0000 2,170.00 50.000 1,750 271 OBJECT MARKER (TYPE K) EA 60.0000 120.00 2.000 120 272 OBJECT MARKER (TYPE R) EA 50.0000 100.00 2.000 100 273 METAL BEAM GUARD RAILING (WOOD POST) LF 40.0000 5,600.00 222.500 8,900 274 VEGETATION CONTROL (MINOR CONCRETE) SQYD 50.0000 4,400.00 131.000 6,550 275 CHAIN LINK RAILING (TYPE 6, VINYL-CLAD) LF 100.0000 54,700.00 547.000 54,700 (F) 276 CONCRETE BARRIER (TYPE K) LF 21.5000 24,510.00 0.000 0 277 TUBULAR HANDRAILING LF 85.0000 6,545.00 77.000 6,545 (F) 278 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 170.0000 108,970.00 641.000 108,970 (F) 279 EBART CONCRETE BARRIER (TYPE B) LF 185.0000 105,450.00 566.000 104,710 280 EBART CONCRETE BARRIER (TYPE C) LF 225.0000 168,750.00 812.000 182,700 281 EBART CONCRETE BARRIER (TYPE A) LF 105.0000 600,600.00 5,714.000 599,970 282 CABLE RAILING LF 15.0000 24,045.00 1,603.000 24,045 (F) 283 TRANSITION RAILING (TYPE WB) EA 2,500.0000 12,500.00 4.000 10,000 284 END CAP EA 750.0000 6,000.00 7.000 5,250 285 TERMINAL SYSTEM (TYPE CAT) EA 4,000.0000 8,000.00 2.000 8,000 286 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 2,250.00 4.000 3,000 287 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 7,500.00 3.000 7,500 288 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 2,500.00 0.000 0 289 CRASH CUSHION, SAND FILLED EA 400.0000 5,600.00 0.000 0 290 CRASH CUSHION (REACT 9SCBS) EA 40,000.0000 40,000.00 1.000 40,000 291 CONCRETE BARRIER (TYPE 60) LF 60.0000 40,200.00 662.000 39,720 PROGRAM CAS145 PAGE 12 DATE 10/07/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 12:08 PM ESTIMATE NO. 054 BID OPENING 09/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/28/16 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 10/07/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 292 CONCRETE BARRIER (TYPE 60C) LF 90.0000 98,100.00 1,011.000 90,990 293 CONCRETE BARRIER (TYPE 60D) LF 30.0000 54,750.00 1,825.000 54,750 (F) 294 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 200.0000 1,400.00 7.000 1,400 295 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 115.0000 26,680.00 232.000 26,680 (F) 296 CONCRETE BARRIER (TYPE 732) LF 70.0000 22,400.00 320.000 22,400 (F) 297 CONCRETE BARRIER (TYPE 732A) LF 45.0000 117,720.00 2,616.000 117,720 (F) 298 CONCRETE BARRIER (TYPE 736A) LF 50.0000 9,450.00 189.000 9,450 (F) 299 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 85.0000 66,555.00 783.000 66,555 (F) 300 CONCRETE BARRIER (TYPE 736SV) LF 90.0000 161,010.00 1,789.000 161,010 (F) 301 CONCRETE BARRIER (TYPE 742A) LF 100.0000 7,000.00 70.000 7,000 (F) 302 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 19,460.00 71,886.000 25,160 303 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 985.00 1,721.000 860 304 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 5,775.00 13,032.200 7,167 305 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 22,480.00 5,637.000 22,548 306 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.5000 7,175.00 5,097.000 12,742 307 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 6,200.00 2,094.000 4,188 308 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 309 SIGNAL AND LIGHTING (LOCATION 1) LS 150,000.0000 150,000.00 1.000 150,000 310 SIGNAL AND LIGHTING (LOCATION 2) LS 150,000.0000 150,000.00 1.000 150,000 311 SIGNAL AND LIGHTING LS 175,000.0000 175,000.00 1.000 175,000 (CITY STREET LOCATION 3) 312 SIGNAL AND LIGHTING LS 170,000.0000 170,000.00 1.000 170,000 (CITY STREET LOCATION 4) 313 LIGHTING (CITY STREET) LS 250,000.0000 250,000.00 1.000 250,000 314 LIGHTING (STAGE CONSTRUCTION) LS 200,000.0000 200,000.00 1.000 200,000 315 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 1.000 200,000 316 INTERCONNECTION CONDUIT AND CABLE LS 40,000.0000 40,000.00 1.000 40,000 317 COMMUNICATION CONDUIT (FIBER OPTIC) LS 200,000.0000 200,000.00 1.000 200,000 318 TRAFFIC OPERATIONS SYSTEM LS 170,000.0000 170,000.00 1.000 170,000 PROGRAM CAS145 PAGE 13 DATE 10/07/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 12:08 PM ESTIMATE NO. 054 BID OPENING 09/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/28/16 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 10/07/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 319 INTEGRATED CAMERA UNIT EA 10,000.0000 10,000.00 1.000 10,000 320 CAMERA CONTROL UNIT EA 10,000.0000 10,000.00 1.000 10,000 321 VIDEO ENCODER UNIT EA 10,000.0000 10,000.00 1.000 10,000 322 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,500.0000 10,000.00 4.000 10,000 WIRELESS MODEM ASSEMBLY 323 RACK-MOUNTED POWER STRIP EA 1,000.0000 1,000.00 1.000 1,000 324 EQUIPMENT SHELF WITH BRACKETS EA 1,000.0000 3,000.00 3.000 3,000 325 HYBRID CAMERA CABLE LF 10.0000 9,000.00 200.000 2,000 326 CCTV POLE AND CAMERA MOUNTING ADAPTER EA 5,000.0000 5,000.00 1.000 5,000 327 FIRE HYDRANT ASSEMBLY EA 7,000.0000 28,000.00 4.000 28,000 PROGRAM CAS145 PAGE 14 DATE 10/07/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2285E4 TIME 12:08 PM ESTIMATE NO. 054 BID OPENING 09/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/28/16 R.E. NAME: CARNEY, VICKY DATE OF THIS ESTIMATE 10/07/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 38,554,631.88 ADJUSTMENT OF COMPENSATION 17,491.69 34,334.44 EXTRA WORK 28,743.65 4,536,937.03 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 46,235.34 43,125,903.35 328 MOBILIZATION LS 3,869,288.0000 3,869,288.00 1.000 3,869,288 ORIGINAL CONTRACT AMOUNT 42,380,000.00 TOTAL WORK COMPLETED 46,235.34 46,995,191.35 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 46,235.34 46,995,191.35 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 11/03/11 720 12/29/11 03/05/12 01/28/16 753 213 33 0 100% 100% CARNEY, VICKY RESIDENT ENGINEER PROGRAM CAS145 DATE 10/07/16