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 04/21/16 EST. NO. 043 TIME 01:46 PM R.E. NAME: DUNCAN, RICHARD 04-2640U4 --------------------------------------------------------------------------- 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 0420 1,320.00 E.W. @ F.A.(+) 120515 N 1505.0 0435 797.15 060815 N 1310.1 0438 161.38 112015 N 1654.0 0439 5,788.81 031516 N 1661.0 0441 414.43 032116 N 1651.0 003 0042 3,407.70 E.W. @ F.A.(+) 020816 N 1644.0 004 0038 375.00 E.W. @ F.A.(+) 011916 N 1662.0 011 0373 618.75 E.W. @ F.A.(+) 020116 N 1595.0 0374 1,705.69 110515 N 1621.0 0376 1,852.50 020316 N 1608.1 012 0007 -74,802.51 A.C. @ U.P.(-) 040116 N 0007 0 041 0056 419.94 E.W. @ F.A.(+) 103013 N 0348.2 056 0004 20,957.00 E.W. @ L.S.(+) 030116 N 0004 0 081 0015 446.42 E.W. @ F.A.(+) 081114 N 1040.0 0025 954.68 102715 N 1512.0 0030 2,369.92 012714 N 0503.1 0031 2,369.92 012814 N 0506.1 082 0005 66,750.00 E.W. @ U.P (+) 041516 N 0005 0 117 0077 9,140.84 E.W. @ F.A.(+) 103015 N 1460.0 0078 9,111.09 012216 N 1559.0 0079 26,060.16 020816 N 1604.0 0080 725.18 022616 N 1638.0 0084 2,471.64 022216 N 1635.0 0097 8,226.25 030116 N 1578.0 0098 9,709.96 030216 N 1633.0 0099 5,145.75 022516 N 1641.0 0100 30,969.61 030316 N 1646.0 0101 3,051.38 030416 N 1650.0 0102 5,216.67 010716 N 1655.0 0103 11,162.15 033016 N 1670.0 0104 2,702.08 040416 N 1673.0 0105 1,884.80 010816 N 1678.0 0106 5,079.16 040116 N 1681.0 118 0001 112,500.00 E.W. @ L.S.(+) 111515 N 000010 120 0001 23,033.25 E.W. @ L.S.(+) 030116 N 000010 302,096.75 TOTAL THIS ESTIMATE 9,972,956.54 TOTAL PREVIOUS ESTIMATE 10,275,053.29 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 04/21/16 EST. NO. 043 TIME 01:46 PM R.E. NAME: DUNCAN, RICHARD 04-2640U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MATRL INSP OUTOFST -5,000.00 011 OUT OF STATE INSPECT -5,000.00 016 DISPOSAL DOCS -10,000.00 042 DISPOSAL DOCS 10,000.00 043 10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION CERTIFIED PAYROLLS -10,000.00 005 CERTIFIED PAYROLLS 10,000.00 007 0.00 0.00 TOTAL DEDUCTIONS 10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 04/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640U4 TIME 01:46 PM ESTIMATE NO. 043 BID OPENING 09/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 04/21/16 LOCATION RERUN PROGRESS ESTIMATE 04-SON-101-0.9/3.6 ----------------------- GHILOTTI - MYERS JV IN SONOMA COUNTY IN AND NEAR 525 JACOBY STREET PETALUMA FROM GUNN DRIVE TO ROUTE SAN RAFAEL CA 94901 101-116 SEPARATION AND OVERHEAD FED. AID NO. N O N E CONSTRUCT I/C, REPLACE BR ------------------------------------------------------------------------------------------------------------------------------------ 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 TEMPORARY FENCE (TYPE CL-6) LF 5.0000 54,500.00 8,288.000 41,440 003 TEMPORARY GATE (TYPE CL-6) EA 1,200.0000 9,600.00 7.000 8,400 004 TEMPORARY FENCE (TYPE ESA) LF 1.9000 31,160.00 14,770.000 28,063 005 12" TEMPORARY SLOTTED CORRUGATED STEEL LF 62.0000 1,860.00 0.000 0 PIPE (0.079" THICK) 006 18" TEMPORARY CULVERT LF 52.0000 56,680.00 741.000 38,532 007 18" TEMPORARY SLOTTED CORRUGATED STEEL LF 60.0000 18,600.00 310.000 18,600 PIPE (0.079" THICK) 008 24" TEMPORARY CULVERT LF 40.0000 14,000.00 625.000 25,000 009 TEMPORARY 18" ALTERNATIVE FLARED END EA 350.0000 1,400.00 1.000 350 SECTION 010 TEMPORARY 24" ALTERNATIVE FLARED END EA 350.0000 700.00 0.033 11 SECTION 011 12" TEMPORARY WELDED STEEL PIPE LF 125.0000 6,250.00 50.000 6,250 (0.105" THICK) 012 TEMPORARY ACTIVE TREATMENT SYSTEM LS 5,000.0000 5,000.00 1.000 5,000 013 CONSTRUCTION SITE MANAGEMENT LS 90,000.0000 90,000.00 1.000 90,000 014 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750 PREVENTION PLAN 015 FALL PREVENTION SYSTEM EA 2,500.0000 7,500.00 2.000 5,000 016 TEMPORARY FIBER ROLL LF 2.5000 97,500.00 72,950.000 182,375 017 TEMPORARY SILT FENCE LF 2.2000 112,860.00 25,724.000 56,592 018 TEMPORARY CONSTRUCTION ENTRANCE EA 2,200.0000 105,600.00 3.000 6,600.00 42.000 92,400 019 TEMPORARY COVER SQYD 4.0000 40,000.00 30,052.520 120,210 020 TEMPORARY CHECK DAM LF 6.0000 3,000.00 1,900.000 11,400 021 MOVE-IN/MOVE-OUT EA 750.0000 12,750.00 25.000 18,750 (TEMPORARY EROSION CONTROL) 022 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 19,500.00 134.000 20,100 PROGRAM CAS145 PAGE 2 DATE 04/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640U4 TIME 01:46 PM ESTIMATE NO. 043 BID OPENING 09/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 04/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH SQYD 1.3000 126,880.00 539,485.430 701,331 (BONDED FIBER MATRIX) 024 STREET SWEEPING LS 75,000.0000 75,000.00 1.000 75,000 025 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 30,000.0000 30,000.00 1.000 30,000 026 RAIN EVENT ACTION PLAN EA 500.0000 45,000.00 3.000 1,500.00 50.000 25,000 027 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 3.000 6,000 028 STORM WATER SAMPLING AND ANALYSIS DAY DAY 395.0000 21,725.00 51.000 20,145 029 SONOMA COUNTY WATER AGENCY (SCWA) WATER LS 2,600,000.0000 2,600,000.00 0.002 5,200.00 0.962 2,501,200 LINE RELOCATION 030 CITY OF PETALUMA WATER LINE RELOCATION LS 750,000.0000 750,000.00 1.000 750,000 031 NORTH MARIN WATER DISTRICT (NMWD) WATER LS 300,000.0000 300,000.00 0.000 0 LINE RELOCATION 032 TIME-RELATED OVERHEAD (LS) LS 4,666,000.0000 4,666,000.00 1.000 4,666,000 033 CONSTRUCTION AREA SIGNS LS 70,000.0000 70,000.00 0.700 49,000 034 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 1.000 350,000 035 TYPE III BARRICADE EA 50.0000 250.00 5.000 250 036 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.5000 5,050.00 28.000 70.00 5,650.000 14,125 037 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 54,900.00 25,910.000 7,773.00 169,604.000 50,881 038 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 8,100.00 144.000 4,320 039 TEMPORARY PAVEMENT MARKER EA 5.0000 15,900.00 200.000 1,000.00 4,724.000 23,620 040 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 1.000 10,000 041 TEMPORARY RAILING (TYPE K) LF 7.0000 457,800.00 6,800.000 47,600.00 71,480.000 500,360 042 TEMPORARY CRASH CUSHION MODULE EA 75.0000 19,500.00 94.000 7,050 043 TEMPORARY CRASH CUSHION EA 100.0000 900.00 1.000 100.00 10.000 1,000 (TYPE ABSORB 350) (5-ELEMENT) 044 TEMPORARY CRASH CUSHION EA 800.0000 12,800.00 22.000 17,600 (TYPE ABSORB 350) (10-ELEMENT) 045 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.7500 27,975.00 405.000 303.75 18,507.000 13,880 STRIPE (HAZARDOUS WASTE) 046 NOISE MONITORING LS 5,000.0000 5,000.00 1.000 5,000 047 ABANDON CATTLE PASS UNDERCROSSING EA 12,000.0000 36,000.00 3.000 36,000 048 ABANDON CULVERT (LF) LF 6.5000 8,190.00 989.000 6,428.50 1,200.000 7,800 049 ABANDON INLET EA 500.0000 1,000.00 1.000 500.00 1.000 500 PROGRAM CAS145 PAGE 3 DATE 04/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640U4 TIME 01:46 PM ESTIMATE NO. 043 BID OPENING 09/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 04/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE FENCE LF 1.2500 26,625.00 3,296.000 4,120.00 21,737.000 27,171 051 REMOVE GATE EA 100.0000 600.00 10.000 1,000 052 REMOVE BOLLARD EA 100.0000 4,600.00 44.000 4,400 053 REMOVE METAL BEAM GUARD RAILING LF 3.5000 17,465.00 2,225.500 7,789 054 REMOVE DOUBLE THRIE BEAM BARRIER LF 3.2500 14,105.00 4,637.500 15,071 055 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 42,510.00 1,416.000 920.40 20,672.410 13,437 056 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 73,200.00 5,644.000 2,257.60 35,721.030 14,288 (TEMPORARY) 057 REMOVE PAINTED PAVEMENT MARKING SQFT 3.6000 7,272.00 495.000 1,782 (TEMPORARY) 058 REMOVE PAVEMENT MARKER (TEMPORARY) EA 1.0000 3,180.00 279.000 279.00 1,093.000 1,093 059 REMOVE PAVEMENT MARKER EA 1.5500 5,347.50 319.000 494.45 3,350.000 5,192 060 REMOVE PAVEMENT MARKING SQFT 3.4000 6,358.00 578.000 1,965 061 REMOVE ROADSIDE SIGN EA 100.0000 9,800.00 4.000 400.00 33.000 3,300 062 REMOVE SIGN FROM ELECTROLIER EA 125.0000 750.00 3.000 375 063 REMOVE SIGN STRUCTURE (EA) EA 7,500.0000 22,500.00 2.000 15,000 064 REMOVE CULVERT (LF) LF 10.0000 19,200.00 374.000 3,740.00 1,500.000 15,000 065 REMOVE INLET EA 400.0000 6,800.00 3.000 1,200.00 17.000 6,800 066 REMOVE HEADWALL EA 900.0000 13,500.00 19.000 17,100 067 REMOVE MANHOLE EA 500.0000 500.00 1.000 500.00 1.000 500 068 REMOVE SEWER PIPE LF 15.0000 6,750.00 0.000 0 069 REMOVE CONCRETE PAVEMENT (CY) CY 15.0000 42,600.00 3,813.100 57,196 070 REMOVE BASE AND SURFACING CY 12.0000 212,400.00 1,011.000 12,132.00 10,499.950 125,999 071 SALVAGE SIGN STRUCTURE EA 15,000.0000 15,000.00 1.000 15,000 072 RELOCATE MAILBOX EA 50.0000 350.00 7.000 350.00 7.000 350 073 RELOCATE CLUSTER MAILBOX EA 150.0000 150.00 1.000 150.00 1.000 150 074 RELOCATE GATE EA 750.0000 750.00 1.000 750 075 RELOCATE ROADSIDE SIGN EA 200.0000 1,000.00 1.000 200.00 2.000 400 076 ADJUST INLET EA 1,400.0000 2,800.00 3.000 4,200.00 8.000 11,200 PROGRAM CAS145 PAGE 4 DATE 04/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640U4 TIME 01:46 PM ESTIMATE NO. 043 BID OPENING 09/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 04/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ADJUST FRAME AND COVER TO GRADE EA 450.0000 6,300.00 14.000 6,300.00 14.000 6,300 078 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 14,000.00 655.320 5,242.56 4,149.310 33,194 079 REMOVE CONCRETE (CY) CY 50.0000 17,500.00 105.000 5,250 080 REMOVE CONCRETE BARRIER LF 15.0000 4,200.00 60.000 900.00 280.000 4,200 081 CAP INLET EA 900.0000 6,300.00 1.000 900.00 7.000 6,300 082 PARTIAL INLET WITH TEMPORARY CAP EA 1,300.0000 13,000.00 10.000 13,000 083 REMOVE CRASH CUSHION (SAND FILLED) EA 150.0000 300.00 2.000 300.00 2.000 300 084 BRIDGE REMOVAL, LOCATION A LS 50,000.0000 50,000.00 1.000 50,000 085 BRIDGE REMOVAL, LOCATION B LS 100,000.0000 100,000.00 1.000 100,000 086 BRIDGE REMOVAL, LOCATION C LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 087 BRIDGE REMOVAL, LOCATION D LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 088 REMOVE FENDER SYSTEM LS 100,000.0000 100,000.00 1.000 100,000 089 CLEARING AND GRUBBING (LS) LS 850,000.0000 850,000.00 1.000 850,000 090 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 1.000 15,000 091 ROADWAY EXCAVATION CY 5.0000 1,125,000.00 246,208.500 1,231,042 092 ROADWAY EXCAVATION (TYPE Y-1) CY 9.0000 69,210.00 7,690.710 69,216 (AERIALLY DEPOSITED LEAD) 093 LEAD COMPLIANCE PLAN LS 6,000.0000 6,000.00 1.000 6,000 094 ADL BURIAL LOCATION REPORT LS 5,000.0000 5,000.00 0.500 2,500.00 1.000 5,000 095 STRUCTURE EXCAVATION (BRIDGE) CY 40.0000 173,120.00 4,328.000 173,120 (F) 096 STRUCTURE EXCAVATION (TYPE A) CY 125.0000 534,875.00 4,279.000 534,875 (F) 097 STRUCTURE EXCAVATION (TYPE D) CY 45.0000 227,295.00 5,051.000 227,295 (F) 098 STRUCTURE EXCAVATION (RETAINING WALL) CY 15.0000 49,740.00 4,015.000 60,225 (F) 099 STRUCTURE EXCAVATION CY 10.0000 15,000.00 0.000 0 (RETAINING WALL - LOCATION 1) 100 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 55.0000 23,100.00 420.000 23,100 (F) 101 STRUCTURE EXCAVATION (TYPE Y-1) CY 15.0000 15,000.00 1,000.000 15,000 (AERIALLY DEPOSITED LEAD) 102 STRUCTURE BACKFILL (BRIDGE) CY 90.0000 151,380.00 1,682.000 151,380 (F) 103 STRUCTURE BACKFILL (RETAINING WALL) CY 37.0000 178,192.00 5,477.000 202,649 (F) PROGRAM CAS145 PAGE 5 DATE 04/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640U4 TIME 01:46 PM ESTIMATE NO. 043 BID OPENING 09/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 04/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURE BACKFILL CY 32.0000 104,640.00 0.000 0 (RETAINING WALL - LOCATION 1) 105 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 75.0000 1,125.00 15.000 1,125 (F) 106 PERVIOUS BACKFILL MATERIAL (RETAINING CY 140.0000 1,820.00 0.000 0 WALL) 107 PERVIOUS BACKFILL MATERIAL CY 140.0000 1,260.00 0.000 0 (RETAINING WALL - LOCATION 1) 108 SOIL NAIL LF 33.0000 63,525.00 2,129.000 70,257 109 SAND BACKFILL CY 75.0000 44,250.00 651.400 48,855 110 MINOR CONCRETE BACKFILL FAST SETTING CY 550.0000 19,250.00 185.500 102,025 111 DITCH EXCAVATION CY 15.0000 48,900.00 1,047.000 15,705.00 5,467.350 82,010 112 EARTH RETAINING STRUCTURE SQFT 33.0000 916,146.00 27,762.000 916,146 (F) 113 IMPORTED BORROW (CY) CY 1.0000 255,000.00 247,855.000 247,855 114 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 3.0000 9,300.00 0.000 0 115 ROADSIDE CLEARING LS 25,000.0000 25,000.00 1.000 25,000 116 IMPORTED BIOFILTRATION SOIL CY 68.0000 146,880.00 1,718.050 116,827 117 EROSION CONTROL (COMPOST BLANKET) CY 50.0000 244,000.00 1,472.000 73,600.00 4,584.000 229,200 118 FIBER ROLLS LF 2.3000 109,250.00 5,750.000 13,225.00 40,815.000 93,874 119 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 3,750.00 1.000 750.00 5.000 3,750 120 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1300 179,400.00 149,846.000 19,479.98 1,211,351.000 157,475 121 ROLLED EROSION CONTROL PRODUCT SQFT 0.5500 638,000.00 150,000.000 82,500.00 1,258,195.000 692,007 (NETTING) 122 PLANT (GROUP M) EA 10.0000 177,000.00 0.000 0 123 3" SUPPLY LINE (BRIDGE) LF 125.0000 50,500.00 404.000 50,500 (F) 124 8" CORRUGATED HIGH DENSITY LF 40.0000 15,600.00 390.000 15,600 POLYETHYLENE PIPE CONDUIT 125 CLASS 4 AGGREGATE SUBBASE CY 7.0000 212,100.00 53.000 371.00 213.000 1,491 126 CLASS 2 AGGREGATE BASE (CY) CY 23.0000 572,700.00 2,569.000 59,087.00 66,000.000 1,518,000 127 LEAN CONCRETE BASE CY 124.0000 1,946,800.00 0.000 0 128 HOT MIX ASPHALT TON 88.0000 4,391,200.00 3,934.020 346,193.76 55,830.260 4,913,062 129 MINOR HOT MIX ASPHALT TON 200.0000 1,200.00 0.000 0 130 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 110.0000 855,800.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 04/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640U4 TIME 01:46 PM ESTIMATE NO. 043 BID OPENING 09/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 04/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 3.5000 4,305.00 1,230.000 4,305 132 DATA CORE LS 10,000.0000 10,000.00 0.000 0 133 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.5000 2,595.00 2,359.000 3,538 134 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.5000 495.00 121.000 181 135 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5000 16,050.00 105.000 157.50 5,035.000 7,552 136 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.5000 1,965.00 584.000 876 137 PLACE HOT MIX ASPHALT SQYD 100.0000 1,900.00 0.000 0 (MISCELLANEOUS AREA) 138 TACK COAT TON 400.0000 18,800.00 4.720 1,888.00 50.810 20,324 139 GROUND ANCHOR (VERTICAL) EA 1,500.0000 54,000.00 36.000 54,000 140 44" PERMANENT STEEL CASING LF 40.0000 25,160.00 0.000 0 141 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 120.0000 3,840.00 32.000 3,840 142 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 165.0000 510,015.00 3,091.000 510,015 143 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 265.0000 1,843,075.00 7,584.000 2,009,760 144 44" CAST-IN-DRILLED-HOLE CONCRETE LF 170.0000 106,930.00 0.000 0 PILING 145 FURNISH PILING (CLASS 90) LF 17.0000 18,904.00 1,112.000 18,904 (ALTERNATIVE "X") 146 DRIVE PILE (CLASS 90) EA 3,250.0000 48,750.00 15.000 48,750 (ALTERNATIVE "X") 147 FURNISH PILING (CLASS 140) LF 17.0000 97,036.00 5,708.000 97,036 (ALTERNATIVE "X") 148 DRIVE PILE (CLASS 140) EA 3,000.0000 219,000.00 73.000 219,000 (ALTERNATIVE "X") 149 PRESTRESSING CAST-IN-PLACE CONCRETE LS 300,000.0000 300,000.00 1.000 300,000 150 PRESTRESSING (TRANSVERSE) LS 175,000.0000 175,000.00 1.000 175,000 151 PRESTRESSING PRECAST GIRDER LS 800,000.0000 800,000.00 1.000 800,000 152 SEAL COURSE CONCRETE CY 200.0000 126,400.00 1,941.000 388,200 153 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 200.0000 1,116,600.00 5,583.000 1,116,600 (F) 154 STRUCTURAL CONCRETE, BRIDGE CY 800.0000 8,457,600.00 10,572.000 8,457,600 (F) 155 STRUCTURAL CONCRETE, RETAINING WALL CY 450.0000 703,350.00 1,627.000 732,150 (F) 156 STRUCTURAL CONCRETE, RETAINING WALL CY 350.0000 283,500.00 0.000 0 (LOCATION 1) 157 STRUCTURAL CONCRETE, BARRIER SLAB CY 500.0000 395,500.00 791.000 395,500 (F) PROGRAM CAS145 PAGE 7 DATE 04/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640U4 TIME 01:46 PM ESTIMATE NO. 043 BID OPENING 09/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 04/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 271,500.00 543.000 271,500 (F) (TYPE N) 159 STRUCTURAL CONCRETE, BOX CULVERT CY 900.0000 193,500.00 212.000 190,800 (F) 160 STRUCTURAL CONCRETE CY 1,400.0000 86,800.00 74.600 104,440 (F) (HEADWALL/WINGWALL) 161 MINOR CONCRETE (MINOR STRUCTURE) CY 1,100.0000 444,400.00 18.900 20,790.00 395.600 435,160 (F) 162 MINOR CONCRETE (BACKFILL) CY 115.0000 69,000.00 935.700 107,605 163 DRY STACK ROCK TEXTURE SQFT 20.0000 45,860.00 0.000 0 (F) 164 ORNAMENTAL LOGO EA 2,500.0000 20,000.00 8.000 20,000 (F) 165 FRACTURED RIB TEXTURE SQFT 5.0000 130,395.00 26,079.000 130,395 (F) 166 FRACTURED RIB TEXTURE (LOCATION - 1) SQFT 3.0000 33,600.00 0.000 0 167 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 10.0000 13,600.00 1,360.000 13,600.00 1,360.000 13,600 168 FURNISH PRECAST PRESTRESSED CONCRETE EA 25,000.0000 275,000.00 11.000 275,000 BULB-T GIRDER (80'-90') (ABUTMENT SEGMENT) 169 FURNISH PRECAST PRESTRESSED CONCRETE EA 35,000.0000 1,540,000.00 44.000 1,540,000 BULB-T GIRDER (80'-90') (PIER SEGMENT) 170 FURNISH PRECAST PRESTRESSED CONCRETE EA 25,000.0000 275,000.00 11.000 275,000 BULB-T GIRDER (90'-100') (TYPICAL SEGMENT) 171 FURNISH PRECAST PRESTRESSED CONCRETE EA 25,000.0000 275,000.00 11.000 275,000 BULB-T GIRDER (120'-130') (ABUTMENT SEGMENT) 172 FURNISH PRECAST PRESTRESSED CONCRETE EA 25,000.0000 550,000.00 22.000 550,000 BULB-T GIRDER (120'-130') (TYPICAL SEGMENT) 173 ERECT PRECAST PRESTRESSED CONCRETE EA 12,000.0000 1,188,000.00 99.000 1,188,000 GIRDER 174 PTFE SPHERICAL BEARING EA 4,200.0000 231,000.00 55.000 231,000 175 JOINT SEAL ASSEMBLY (MR 6") LF 600.0000 84,600.00 47.730 28,638.00 141.000 84,600 176 JOINT SEAL (MR 2") LF 65.0000 10,205.00 157.000 10,205 177 JOINT SEAL ASSEMBLY (MR 9") LF 900.0000 126,900.00 47.730 42,957.00 141.000 126,900 178 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 3,445,915.50 686.000 617.40 4,034,839.000 3,631,355 (F) 179 BAR REINFORCING STEEL (RETAINING WALL) LB 1.3000 234,128.70 214,550.000 278,915 (F) 180 BAR REINFORCING STEEL LB 1.2500 118,157.50 0.000 0 (F) (RETAINING WALL - LOCATION 1) 181 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 41,969.00 41,409.000 41,409 (F) PROGRAM CAS145 PAGE 8 DATE 04/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640U4 TIME 01:46 PM ESTIMATE NO. 043 BID OPENING 09/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 04/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 182 BAR REINFORCING STEEL LB 1.6100 3,484.04 2,561.000 4,123 (F) (HEADWALL/WINGWALL) 183 BAR REINFORCING STEEL (EPOXY COATED) LB 1.2000 1,353,496.80 1,127,914.000 1,353,496 (F) (BRIDGE) 184 SHOTCRETE CY 400.0000 18,400.00 46.000 18,400 (F) 185 FURNISH SIGN STRUCTURE (TRUSS) LB 3.3500 238,855.00 35,251.000 118,090.85 74,375.000 249,156 186 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2600 18,538.00 35,251.000 9,165.26 74,375.000 19,337 187 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.0000 9,750.00 546.000 8,190.00 880.000 13,200 188 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 15.0000 1,800.00 84.000 1,260.00 84.000 1,260 189 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 9,900.00 90.500 1,357.50 440.310 6,604 (0.063"-UNFRAMED) 190 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 7,200.00 155.250 2,328.75 424.690 6,370 (0.080"-UNFRAMED) 191 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 645.00 42.500 637 (0.063"-FRAMED) 192 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 3,750.00 28.750 431.25 46.250 693 (0.080"-FRAMED) 193 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 796.0000 87,560.00 110.000 87,560 (SIGN FOUNDATION) 194 METAL (RAIL MOUNTED SIGN) LB 9.0000 5,850.00 0.000 0 195 ROADSIDE SIGN - ONE POST EA 200.0000 12,400.00 22.000 4,400.00 58.000 11,600 196 ROADSIDE SIGN - TWO POST EA 400.0000 4,000.00 2.000 800.00 5.000 2,000 197 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 3,300.00 5.000 500.00 16.000 1,600 METHOD) 198 PAINT POSTMILE MARKINGS ON CONCRETE EA 350.0000 6,300.00 0.000 0 BARRIER 199 PREPARE AND STAIN CONCRETE SQFT 1.8800 51,598.48 27,446.000 51,598 200 12" ALTERNATIVE PIPE CULVERT LF 45.0000 5,400.00 335.000 15,075 201 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 54.0000 341,820.00 435.000 23,490.00 6,115.000 330,210 202 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 46.0000 119,140.00 2,839.000 130,594 203 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 62.0000 67,580.00 1,099.000 68,138 204 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 55.0000 66,000.00 1,175.000 64,625 205 30" ALTERNATIVE PIPE CULVERT (TYPE A) LF 100.0000 2,100.00 21.000 2,100 206 30" ALTERNATIVE PIPE CULVERT (TYPE B) LF 80.0000 20,000.00 237.000 18,960 207 36" ALTERNATIVE PIPE CULVERT LF 80.0000 24,800.00 391.000 31,280 208 42" ALTERNATIVE PIPE CULVERT LF 130.0000 8,840.00 68.000 8,840 PROGRAM CAS145 PAGE 9 DATE 04/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640U4 TIME 01:46 PM ESTIMATE NO. 043 BID OPENING 09/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 04/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 209 48" ALTERNATIVE PIPE CULVERT LF 335.0000 137,350.00 252.000 84,420 210 18" PLASTIC PIPE LF 60.0000 34,200.00 552.000 33,120 211 24" PLASTIC PIPE LF 55.0000 3,300.00 60.000 3,300 212 30" PLASTIC PIPE LF 85.0000 6,035.00 71.000 6,035 213 36" REINFORCED CONCRETE PIPE LF 125.0000 4,625.00 0.000 0 214 48" REINFORCED CONCRETE PIPE LF 150.0000 54,000.00 383.000 57,450 215 24" X 38" OVAL SHAPED REINFORCED LF 150.0000 6,000.00 40.000 6,000 CONCRETE PIPE (CLASS III) 216 8" CORRUGATED STEEL PIPE (.064" THICK) LF 80.0000 1,360.00 5.000 400.00 5.000 400 217 18" CORRUGATED STEEL PIPE (.064" THICK) LF 85.0000 51,000.00 3.000 255.00 407.000 34,595 218 24" CORRUGATED STEEL PIPE (.064" THICK) LF 75.0000 33,000.00 442.000 33,150 219 30" CORRUGATED STEEL PIPE (.064" THICK) LF 70.0000 6,300.00 90.000 6,300 220 3" PLASTIC PIPE EDGE DRAIN OUTLET LF 22.0000 1,980.00 0.000 0 221 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 19.0000 83,030.00 658.000 12,502.00 4,210.000 79,990 222 DRAINAGE INLET MARKER EA 25.0000 2,275.00 0.000 0 223 36" CORRUGATED STEEL PIPE RISER LF 500.0000 22,000.00 10.500 5,250.00 50.000 25,000 (.109" THICK) 224 24" WELDED STEEL PIPE CASING (BRIDGE) LF 125.0000 12,375.00 99.000 12,375 225 30" WELDED STEEL PIPE CASING (BRIDGE) LF 175.0000 26,950.00 154.000 26,950 226 12" WELDED STEEL PIPE (.105" THICK) LF 114.0000 3,990.00 29.000 3,306.00 35.000 3,990 227 24" STEEL FLARED END SECTION EA 500.0000 1,000.00 1.000 500.00 2.000 1,000 228 30" STEEL FLARED END SECTION EA 650.0000 650.00 1.000 650 229 12" ALTERNATIVE FLARED END SECTION EA 400.0000 2,400.00 9.000 3,600 230 18" ALTERNATIVE FLARED END SECTION EA 415.0000 14,110.00 2.000 830.00 36.000 14,940 231 18" HIGH DENSITY POLYETHYLENE FLARED END EA 450.0000 2,700.00 6.000 2,700 SECTION 232 24" ALTERNATIVE FLARED END SECTION EA 475.0000 7,125.00 1.000 475.00 13.000 6,175 233 24" HIGH DENSITY POLYETHYLENE FLARED END EA 500.0000 1,000.00 1.000 500.00 2.000 1,000 SECTION 234 30" ALTERNATIVE FLARED END SECTION EA 700.0000 1,400.00 3.000 2,100 235 30" HIGH DENSITY POLYETHYLENE FLARED END EA 850.0000 850.00 1.000 850.00 1.000 850 SECTION PROGRAM CAS145 PAGE 10 DATE 04/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640U4 TIME 01:46 PM ESTIMATE NO. 043 BID OPENING 09/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 04/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 236 36" ALTERNATIVE FLARED END SECTION EA 850.0000 4,250.00 6.000 5,100 237 42" ALTERNATIVE FLARED END SECTION EA 1,100.0000 2,200.00 2.000 2,200 238 INLET DEPRESSION EA 760.0000 15,960.00 17.000 12,920 239 3" HDPE SEWER PIPE LF 45.0000 20,250.00 0.000 0 240 8" WELDED STEEL PIPE CASING LF 75.0000 3,150.00 64.000 4,800 241 ROCK SLOPE PROTECTION CY 135.0000 18,900.00 159.600 21,546 (1/4T, METHOD B) 242 ROCK SLOPE PROTECTION CY 170.0000 1,530.00 126.000 21,420 (NO. 3, METHOD B) 243 ROCK SLOPE PROTECTION CY 150.0000 93,000.00 570.400 85,560 (LIGHT, METHOD B) (CY) 244 CONCRETE (DITCH LINING) CY 350.0000 287,000.00 62.750 21,962.50 547.850 191,747 245 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 6.0000 13,740.00 417.800 2,506.80 2,200.000 13,200 246 CATTLE GUARD EA 13,000.0000 13,000.00 0.000 0 247 MINOR CONCRETE (MISCELLANEOUS CY 400.0000 76,000.00 36.000 14,400.00 180.000 72,000 CONSTRUCTION) 248 MINOR CONCRETE (GUTTER) LF 30.0000 7,740.00 258.000 7,740 (F) 249 MINOR CONCRETE (TEXTURED PAVING) SQFT 6.0000 69,600.00 11,107.860 66,647 250 MISCELLANEOUS IRON AND STEEL LB 1.2500 63,227.50 3,320.000 4,150.00 50,045.000 62,556 (F) 251 MISCELLANEOUS METAL (BRIDGE) LB 2.0000 57,716.00 28,858.000 57,716 (F) 252 BRIDGE DECK DRAINAGE SYSTEM LB 4.0000 248,744.00 62,186.000 248,744 (F) 253 FENCE (TYPE WM, WOOD POST) LF 8.0000 100,000.00 7,107.000 56,856 254 DEER FENCE LF 20.0000 16,800.00 780.000 15,600 255 CHAIN LINK FENCE (TYPE CL-4) LF 7.0000 31,080.00 2,697.000 18,879 (F) 256 CHAIN LINK FENCE (TYPE CL-6) LF 9.0000 112,500.00 1,250.000 11,250 257 CHAIN LINK FENCE (TYPE CL-6, SLATTED) LF 24.0000 6,192.00 0.000 0 (F) 258 CHAIN LINK FENCE (TYPE CL-8, SLATTED) LF 30.0000 10,200.00 0.000 0 259 12' WIRE MESH GATE EA 1,300.0000 7,800.00 6.000 7,800 260 12' CHAIN LINK GATE (TYPE CL-6) EA 975.0000 9,750.00 0.000 0 261 12' CHAIN LINK GATE (TYPE CL-8) EA 1,200.0000 2,400.00 2.000 2,400 262 DELINEATOR (CLASS 1) EA 35.0000 4,900.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 04/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640U4 TIME 01:46 PM ESTIMATE NO. 043 BID OPENING 09/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 04/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 263 METAL BEAM GUARD RAILING (WOOD POST) LF 20.0000 24,000.00 112.500 2,250.00 1,100.000 22,000 264 VEGETATION CONTROL (MINOR CONCRETE) SQYD 86.0000 178,020.00 140.000 12,040.00 906.000 77,916 265 ORNAMENTAL RAILING LF 14.0000 5,698.00 407.000 5,698 (F) 266 CONCRETE BARRIER (TYPE K) LF 4.4000 5,984.00 240.000 1,056.00 240.000 1,056 267 TERMINAL SECTION (TYPE K MOD) EA 7,500.0000 15,000.00 0.000 0 268 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 200.0000 81,400.00 407.000 81,400 (F) 269 CONCRETE BARRIER (TYPE 26B MODIFIED) LF 300.0000 39,000.00 130.000 39,000 270 DOUBLE THRIE BEAM BARRIER LF 32.0000 57,600.00 0.000 0 271 CABLE RAILING LF 29.0000 8,410.00 0.000 0 272 TRANSITION RAILING (TYPE WB) EA 2,850.0000 22,800.00 1.000 2,850.00 7.000 19,950 273 TRANSITION RAILING (TYPE DTB) EA 3,000.0000 3,000.00 0.000 0 274 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 4,200.00 2.000 1,200.00 3.000 1,800 275 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,800.0000 14,000.00 1.000 2,800.00 4.000 11,200 276 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 12,000.00 2.000 4,000.00 6.000 12,000 277 CRASH CUSHION, SAND FILLED EA 7,000.0000 7,000.00 1.000 7,000.00 1.000 7,000 278 CONCRETE BARRIER (TYPE 60A MODIFIED) LF 55.0000 55,990.00 0.000 0 (F) 279 CONCRETE BARRIER (TYPE 60) LF 35.0000 149,800.00 0.000 0 280 CONCRETE BARRIER (TYPE 60C) LF 90.0000 194,400.00 -223.000 -20,070.00 2,160.000 194,400 281 CONCRETE BARRIER (TYPE 60D) LF 40.0000 28,400.00 706.000 28,240 282 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 100.0000 25,800.00 258.000 25,800 (F) 283 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 50.0000 17,500.00 350.000 17,500 284 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 50.0000 34,000.00 0.000 0 (LOCATION 1) 285 CONCRETE BARRIER (TYPE 736A) LF 60.0000 64,200.00 1,065.000 63,900 286 CONCRETE BARRIER (TYPE 736 MODIFIED 1) LF 60.0000 117,480.00 1,958.000 117,480 (F) 287 CONCRETE BARRIER (TYPE 736 MODIFIED 2) LF 55.0000 86,625.00 1,575.000 86,625 (F) 288 CONCRETE BARRIER (TYPE 736B) LF 100.0000 50,000.00 500.000 50,000 289 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 80.0000 6,080.00 76.000 6,080 PROGRAM CAS145 PAGE 12 DATE 04/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640U4 TIME 01:46 PM ESTIMATE NO. 043 BID OPENING 09/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 04/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 290 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 44,165.00 33,022.000 18,162.10 33,022.000 18,162 291 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 9,730.00 10,301.000 7,210.70 10,301.000 7,210 292 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 4,030.00 1,062.000 1,062.00 1,062.000 1,062 293 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 350.00 350.000 350.00 350.000 350 (BROKEN 12-3) 294 THERMOPLASTIC PAVEMENT MARKING SQFT 4.5000 15,525.00 1,971.000 8,869.50 1,971.000 8,869 295 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 110.00 167.000 83.50 167.000 83 (BROKEN 6-1) 296 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 8,505.00 0.000 0 (BROKEN 34-14) 297 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 2,704.50 1,609.000 724.05 1,609.000 724 (BROKEN 36-12) 298 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 1,039.50 0.000 0 (BROKEN 17-7) 299 PAINT PAVEMENT MARKING (1-COAT) SQFT 2.0000 6,120.00 0.000 0 300 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 4,950.00 741.000 2,223.00 741.000 2,223 301 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.2500 8,330.00 1,062.000 4,513.50 1,147.000 4,874 302 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 303 TRAFFIC OPERATIONS SYSTEM LS 450,000.0000 450,000.00 0.970 436,500 304 TRAFFIC OPERATIONS SYSTEM LS 40,000.0000 40,000.00 0.050 2,000.00 1.000 40,000 (STAGE CONSTRUCTION) 305 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 0.020 2,000.00 0.980 98,000 306 SIGNAL AND LIGHTING (LOCATION 2) LS 100,000.0000 100,000.00 0.020 2,000.00 0.980 98,000 307 SIGNAL AND LIGHTING (COUNTY) LS 100,000.0000 100,000.00 0.020 2,000.00 0.980 98,000 (LOCATION 3) 308 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 10,000.0000 10,000.00 0.960 9,600 309 LIGHTING (COUNTY STREET) LS 50,000.0000 50,000.00 0.010 500.00 0.960 48,000 310 LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 0.010 1,000.00 0.970 97,000 (STAGE CONSTRUCTION) 311 LIGHTING (NAVIGATION) LS 50,000.0000 50,000.00 0.050 2,500.00 0.770 38,500 312 LIGHTING (NAVIGATION) LS 10,000.0000 10,000.00 0.950 9,500 (STAGE CONSTRUCTION) 313 LIGHTING AND SIGN ILLUMINATION LS 150,000.0000 150,000.00 0.020 3,000.00 0.950 142,500 314 VARIABLE MESSAGE SIGN (VMS) ASSEMBLY EA 40,000.0000 40,000.00 0.200 8,000.00 0.800 32,000 315 LONG LEAD-IN CABLE LOOP DETECTOR (LLLD) EA 1,500.0000 1,500.00 0.010 15.00 1.000 1,500 SENSOR UNIT 316 FLASHING BEACON AND LIGHTING (COUNTY) LS 45,000.0000 45,000.00 0.600 27,000 PROGRAM CAS145 PAGE 13 DATE 04/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640U4 TIME 01:46 PM ESTIMATE NO. 043 BID OPENING 09/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 04/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 317 SPRINKLER CONTROL CONDUIT (BRIDGE) (LF) LF 20.0000 8,200.00 410.000 8,200 318 CAMERA UNIT EA 4,500.0000 9,000.00 1.000 4,500 319 CAMERA CONTROL UNIT (CCU) EA 4,200.0000 8,400.00 1.000 4,200 320 VIDEO ENCODER UNIT (VEU) EA 4,200.0000 8,400.00 0.000 0 321 GENERAL PACKET RADIO SYSTEM (GPRS) EA 1,500.0000 6,000.00 0.000 0 WIRELESS MODEM ASSEMBLY 322 EMERGENCY VEHICLE DETECTOR SYSTEM LS 8,500.0000 8,500.00 0.910 7,735.00 1.000 8,500 323 DIAL-UP MODEM EA 950.0000 950.00 0.000 0 324 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 325 DESTROY WELL EA 6,000.0000 12,000.00 2.000 12,000 PROGRAM CAS145 PAGE 14 DATE 04/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640U4 TIME 01:46 PM ESTIMATE NO. 043 BID OPENING 09/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 04/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,168,696.16 57,373,461.78 ADJUSTMENT OF COMPENSATION -74,802.51 1,515,233.00 EXTRA WORK 376,899.26 8,759,820.29 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,470,792.91 67,648,515.07 326 MOBILIZATION LS 6,472,000.0000 6,472,000.00 1.000 6,472,000 ORIGINAL CONTRACT AMOUNT 66,293,289.02 TOTAL WORK COMPLETED 1,470,792.91 74,120,515.07 MATERIALS ON HAND ON SITE 104,384.05 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -10,000.00 TOTAL 1,480,792.91 74,214,899.12 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 01/11/13 550 03/07/13 03/07/13 07/30/16 615 119 187 0 96% 83% PROGRESS IS SATISFACTORY DUNCAN, RICHARD RESIDENT ENGINEER PROGRAM CAS145 DATE 04/21/16