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 03/20/15 EST. NO. 039 TIME 10:46 AM R.E. NAME: LAYMOUN, MOAID 04-4A3304 --------------------------------------------------------------------------- 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 0203 218.33 E.W. @ F.A.(+) 030313 Y 9675.0 0204 2,750.00 030313 Y 9932.0 0205 5,930.33 013015 N 9946.0 0206 373.47 020315 N 9947.0 024 0011 2,607.85 E.W. @ F.A.(+) 052714 Y 9938.2 027 0021 2,544.29 E.W. @ F.A.(+) 122312 Y 9291.2 028 0041 5,598.57 E.W. @ F.A.(+) 041414 Y 9884.1 0043 2,166.47 060313 Y 9417.1 030 0003 4,029.25 E.W. @ F.A.(+) 031113 Y 9929.2 0004 2,777.68 042513 Y 9402.0 046 0005-1 -19,260.96 E.W. @ F.A.(+) 111413 Y 9586.0 DAO CORRECTING ENTRY 0012 19,416.45 111413 Y 9586.1 0013 6,673.19 062413 Y 9463.1 050 0028 46,676.27 E.W. @ F.A.(+) 081913 Y 9831.0 0034 10,234.96 031213 Y 9366.1 0037 3,701.95 060413 Y 9936.1 051 0008 14,388.00 E.W. @ F.A.(+) 011515 N 9906.0 052 0017 5,210.16 E.W. @ F.A.(+) 090613 N 9520.1 059 0002 10,724.26 E.W. @ F.A.(+) 040214 Y 9729.1 068 0011 1,305.65 E.W. @ F.A.(+) 111813 Y 9591.1 070 0001 773.94 E.W. @ F.A.(+) 100813 Y 9559.0 0002 1,463.76 100913 Y 9560.0 0003 517.75 101013 Y 9561.0 071 0003 4,418.79 E.W. @ F.A.(+) 120514 Y 9930.1 0004 2,595.88 120614 Y 9931.1 076 0003 4,403.87 E.W. @ F.A.(+) 013015 N 9940.0 081 0023 3,118.71 E.W. @ F.A.(+) 121913 Y 9832.3 083 0004 4,508.02 E.W. @ F.A.(+) 012015 Y 9942.0 0005 1,689.24 012115 Y 9943.0 0006 2,141.84 012215 Y 9944.0 0007 1,093.19 012315 Y 9945.0 154,791.16 TOTAL THIS ESTIMATE 7,280,406.76 TOTAL PREVIOUS ESTIMATE 7,435,197.92 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 03/20/15 EST. NO. 039 TIME 10:46 AM R.E. NAME: LAYMOUN, MOAID 04-4A3304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM NOT SUBMITTED -10,000.00 003 CPM NOT SUBMITTED -40,000.00 004 CPM UPDATE -50,000.00 007 CPM UPDATE 50,000.00 008 CPM UPDATE 50,000.00 016 LCB OUT OF CONTRACT -1,586.03 017 OUT OF STATE MAT'L -8,000.00 017 CPM UPDATE -50,000.00 023 CPM UPDATE 50,000.00 024 0.00 -9,586.03 TOTAL DEDUCTIONS 0.00 -9,586.03 PROGRAM CAS145 PAGE 1 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A3304 TIME 10:46 AM ESTIMATE NO. 039 BID OPENING 11/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 03/20/15 LOCATION PROGRESS ESTIMATE 04-SCL-101-49.0/52.2 ----------------- OC JONES AND SONS, INC. IN SANTA CLARA COUNTY IN MOUNTAIN 1520 FOURTH STREET VIEW AND PALO ALTO FROM 0.1 MILE BERKELEY, CA 94710 NORTH OF SHORELINE BOULEVARD OVERCROSSING TO OREGON EXPRESSWAY OVERCROSSING FED. AID NO. N O N E CONSTRUCT AUXILIARY LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 4,200.0000 4,200.00 1.000 4,200 002 TIME-RELATED OVERHEAD WDAY 950.0000 361,000.00 380.000 361,000 003 TEMPORARY BARBED WIRE FENCE LF 7.0000 1,960.00 576.200 4,033 004 TEMPORARY FENCE (TYPE CL-6) LF 6.0000 110,400.00 18,400.000 110,400 005 TEMPORARY FENCE (TYPE ESA) LF 3.0000 8,610.00 3,490.000 10,470 006 18" TEMPORARY CULVERT LF 80.0000 17,600.00 220.000 17,600 007 TEMPORARY CREEK DIVERSION SYSTEM LS 120,000.0000 120,000.00 1.000 120,000 008 CONSTRUCTION SITE MANAGEMENT LS 70,000.0000 70,000.00 1.000 70,000 009 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 1.000 3,500 PREVENTION PLAN 010 DEWATERING AND NON-STORM WATER DISCHARGE LS 50,000.0000 50,000.00 1.000 50,000 CONTROL 011 TEMPORARY FIBER ROLL LF 2.6000 51,480.00 28,589.000 74,331 012 TEMPORARY SILT FENCE LF 1.8000 50,040.00 7,496.000 13,492 013 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 24,000.00 11.000 22,000 014 TEMPORARY COVER SQYD 2.5000 62,500.00 13,926.000 34,815 015 MOVE-IN/MOVE-OUT EA 1,000.0000 12,000.00 7.000 7,000 (TEMPORARY EROSION CONTROL) 016 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 40,000.00 210.000 42,000 017 TEMPORARY HYDRAULIC MULCH SQYD 0.9000 33,570.00 84,960.000 76,464 (BONDED FIBER MATRIX) 018 STREET SWEEPING LS 15,000.0000 15,000.00 1.000 15,000 019 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 25,000.0000 25,000.00 1.000 25,000 020 RAIN EVENT ACTION PLAN EA 250.0000 17,000.00 1.000 250.00 35.000 8,750 021 STORM WATER ANNUAL REPORT EA 1,800.0000 3,600.00 3.000 5,400 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 17,200.00 19.000 7,600 PROGRAM CAS145 PAGE 2 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A3304 TIME 10:46 AM ESTIMATE NO. 039 BID OPENING 11/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 1.000 100,000 024 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 1.000 400,000 025 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 9,080.00 2,768.000 5,536 026 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1500 90,300.00 392,393.000 58,858 027 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 1,480.00 266.000 10,640 028 TEMPORARY PAVEMENT MARKER EA 3.0000 33,900.00 8,325.000 24,975 029 TEMPORARY TERMINAL SECTION (TYPE K) EA 800.0000 6,400.00 0.000 0 030 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 1.000 15,000 031 TEMPORARY RAILING (TYPE K) LF 6.1000 780,800.00 135,218.000 824,829 032 TEMPORARY CRASH CUSHION MODULE EA 110.0000 97,900.00 743.000 81,730 033 TEMPORARY CRASH CUSHION EA 1,800.0000 19,800.00 12.000 21,600 (TYPE ABSORB 350) 034 TEMPORARY TRAFFIC SCREEN LF 3.0000 106,200.00 0.000 0 035 NOISE MONITORING LS 2,500.0000 2,500.00 1.000 2,500 036 ABANDON CULVERT EA 500.0000 2,500.00 5.000 2,500 037 REMOVE WOOD FENCE LF 5.0000 2,950.00 1,042.000 5,210 038 REMOVE CHAIN LINK FENCE LF 2.0000 39,200.00 19,638.000 39,276 039 REMOVE METAL BEAM GUARD RAILING LF 5.0000 14,450.00 2,890.000 14,450 040 REMOVE DOUBLE THRIE BEAM BARRIER LF 5.0000 22,800.00 4,560.000 22,800 041 REMOVE FLARED END SECTION EA 250.0000 1,500.00 6.000 1,500 042 REMOVE PAVEMENT MARKING SQFT 4.0000 8,080.00 2,137.000 8,548 043 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 46,800.00 165,271.000 49,581 044 REMOVE PAVEMENT MARKER EA 1.0000 18,500.00 9,653.000 9,653 045 REMOVE ROADSIDE SIGN EA 60.0000 7,200.00 103.000 6,180 046 REMOVE SIGN STRUCTURE EA 5,000.0000 85,000.00 17.000 85,000 047 REMOVE CULVERT LF 16.0000 65,440.00 4,309.000 68,944 048 RELOCATE EXISTING RECLAIMED WATER LINE LS 30,000.0000 30,000.00 1.000 30,000 AND APPURTENANCES AT EAST BRIDGE AT MATADERO CREEK PROGRAM CAS145 PAGE 3 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A3304 TIME 10:46 AM ESTIMATE NO. 039 BID OPENING 11/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 REMOVE INLET EA 750.0000 26,250.00 35.000 26,250 050 REMOVE HEADWALL EA 1,500.0000 33,000.00 23.000 34,500 051 REMOVE AUTOMATIC DRAINAGE GATE EA 1,000.0000 1,000.00 1.000 1,000 052 REMOVE MANHOLE EA 800.0000 2,400.00 3.000 2,400 053 REMOVE RETAINING WALL LF 140.0000 3,220.00 23.000 3,220 054 RELOCATE SIGN ON OVERHEAD EA 500.0000 500.00 1.000 500 055 RELOCATE COMBINATION AIR AND VACUUM EA 2,700.0000 8,100.00 3.000 8,100 VALVE (RECLAIMED WATER SYSTEM) 056 RELOCATE BLOWOFF VALVE EA 4,000.0000 4,000.00 2.000 8,000 (RECLAIMED WATER SYSTEM) 057 RELOCATE LOCATOR STATION EA 2,700.0000 2,700.00 1.000 2,700 (RECLAIMED WATER SYSTEM) 058 REMOVE GAS PIPE LF 80.0000 1,600.00 20.000 1,600 059 ADJUST INLET EA 1,700.0000 47,600.00 28.000 47,600 060 ADJUST FRAME AND COVER TO GRADE EA 1,000.0000 1,000.00 1.000 1,000 061 CLEAN DRAINAGE FACILITIES LS 25,000.0000 25,000.00 0.850 21,250 062 REPLACE SIGN PANEL EA 1,500.0000 1,500.00 1.000 1,500 063 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.3000 156,000.00 120,000.000 156,000 064 REMOVE CONCRETE CY 100.0000 17,100.00 171.000 17,100 065 REMOVE CONCRETE CURB LF 3.2500 42,900.00 5,158.000 16,763 066 REMOVE CONCRETE (CHANNEL) CY 175.0000 14,875.00 87.000 15,225 067 REMOVE CONCRETE BARRIER LF 8.0000 100,800.00 13,428.000 107,424 068 REMOVE CONCRETE (MISCELLANEOUS) CY 400.0000 2,000.00 5.000 2,000 069 CAP INLET EA 1,200.0000 9,600.00 8.000 9,600 070 BRIDGE REMOVAL (PORTION), LOCATION A LS 40,000.0000 40,000.00 1.000 40,000 071 BRIDGE REMOVAL (PORTION), LOCATION B LS 50,000.0000 50,000.00 1.000 50,000 072 BRIDGE REMOVAL (PORTION), LOCATION C LS 15,000.0000 15,000.00 1.000 15,000 073 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 1.000 150,000 074 REMOVE TREE LS 150,000.0000 150,000.00 1.000 150,000 075 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 1.000 15,000 PROGRAM CAS145 PAGE 4 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A3304 TIME 10:46 AM ESTIMATE NO. 039 BID OPENING 11/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 ROADWAY EXCAVATION CY 10.0000 595,000.00 76,881.240 768,812 077 ROADWAY EXCAVATION (TYPE Z-2) CY 120.0000 1,980,000.00 0.000 0 (AERIALLY DEPOSITED LEAD) 078 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 079 STRUCTURE EXCAVATION (BRIDGE) CY 500.0000 2,500.00 5.000 2,500 (F) 080 STRUCTURE EXCAVATION (TYPE A) CY 120.0000 42,000.00 350.000 42,000 (F) 081 STRUCTURE EXCAVATION (RETAINING WALL) CY 100.0000 6,800.00 68.000 6,800 (F) 082 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 20,700.00 207.000 20,700 (F) 083 STRUCTURE BACKFILL (RETAINING WALL) CY 100.0000 4,400.00 44.000 4,400 (F) 084 DITCH EXCAVATION CY 36.0000 71,640.00 2,404.000 86,544 085 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 2.0000 166,800.00 51,477.000 102,954 086 HIGHWAY PLANTING LS 300,000.0000 300,000.00 1.000 300,000 087 IMPORTED BIOFILTRATION SOIL CY 75.0000 53,250.00 821.790 61,634 088 EROSION CONTROL (COMPOST BLANKET) CY 75.0000 147,000.00 1,060.000 79,500 089 FIBER ROLLS LF 3.2000 15,680.00 5,076.000 16,243 090 COMPOST (INCORPORATE) SQYD 1.7500 24,500.00 1,500.000 2,625 091 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1200 35,040.00 142,000.000 17,040 092 ROLLED EROSION CONTROL PRODUCT SQFT 0.5000 45,700.00 28,672.000 14,336 (NETTING) 093 MAINTAIN EXISTING PLANTED AREAS LS 25,000.0000 25,000.00 1.000 25,000 094 PLANT ESTABLISHMENT WORK LS 75,000.0000 75,000.00 0.160 12,000.00 0.640 48,000 095 MAINTAIN EXISTING IRRIGATION FACILITIES LS 25,000.0000 25,000.00 1.000 25,000 096 IRRIGATION SYSTEM LS 350,000.0000 350,000.00 1.000 350,000 097 WATER METER EA 5,000.0000 5,000.00 1.000 5,000 098 IRRIGATION SLEEVE LF 38.0000 8,360.00 220.000 8,360 099 8" CORRUGATED HIGH DENSITY LF 50.0000 21,500.00 430.000 21,500 POLYETHYLENE PIPE CONDUIT 100 8" WELDED STEEL PIPE CONDUIT LF 80.0000 35,200.00 440.000 35,200 (.250" THICK) 101 CLASS 4 AGGREGATE SUBBASE CY 13.0000 417,300.00 32,751.590 425,770 102 CLASS 3 AGGREGATE BASE CY 28.0000 204,176.00 7,287.000 204,036 PROGRAM CAS145 PAGE 5 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A3304 TIME 10:46 AM ESTIMATE NO. 039 BID OPENING 11/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 LEAN CONCRETE BASE CY 112.0000 2,262,400.00 19,439.800 2,177,257 104 ASPHALT TREATED PERMEABLE BASE CY 240.0000 14,880.00 0.000 0 105 HOT MIX ASPHALT (TYPE A) TON 80.0000 5,768,000.00 73,642.800 5,891,424 106 MINOR HOT MIX ASPHALT TON 200.0000 800.00 4.000 800 107 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 102.0000 2,784,600.00 24,657.510 2,515,066 108 DATA CORE LS 6,000.0000 6,000.00 0.100 600 109 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 2,220.00 782.000 2,346 110 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.0000 1,290.00 180.000 540 111 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5000 9,045.00 3,917.000 5,875 112 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.5000 7,320.00 5,301.000 7,951 113 PLACE HOT MIX ASPHALT SQYD 60.0000 660.00 11.000 660 (MISCELLANEOUS AREA) 114 TACK COAT TON 500.0000 160,000.00 144.010 72,005 115 REPLACE CONCRETE PAVEMENT CY 725.0000 319,000.00 739.970 536,478 (RAPID STRENGTH CONCRETE) 116 PAVEMENT TRANSITION TAPER SQYD 17.0000 37,230.00 4,891.701 83,158 117 FURNISH 24" CAST-IN-STEEL SHELL LF 120.0000 181,680.00 1,514.000 181,680 CONCRETE PILING 118 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 8,000.0000 192,000.00 24.000 192,000 PILE 119 PRESTRESSING CAST-IN-PLACE CONCRETE LS 25,000.0000 25,000.00 1.000 25,000 120 SEAL COURSE CONCRETE CY 120.0000 9,840.00 41.000 4,920 121 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 500.0000 47,000.00 94.000 47,000 (F) 122 STRUCTURAL CONCRETE, BRIDGE CY 975.0000 208,650.00 214.000 208,650 (F) 123 STRUCTURAL CONCRETE, RETAINING WALL CY 800.0000 22,400.00 28.000 22,400 (F) 124 STRUCTURAL CONCRETE, BOX CULVERT CY 975.0000 90,675.00 93.000 90,675 (F) 125 STRUCTURAL CONCRETE, HEADWALL CY 1,500.0000 4,500.00 3.000 4,500 (F) 126 MINOR CONCRETE (CAP UTILITY) CY 200.0000 14,800.00 71.000 14,200 127 MINOR CONCRETE (MINOR STRUCTURE) CY 1,400.0000 618,800.00 446.000 624,400 (F) 128 MINOR CONCRETE (BACKFILL) CY 150.0000 471,450.00 3,463.260 519,489 (F) 129 CONCRETE BACKFILL CY 500.0000 140,000.00 166.000 83,000 (FAST SETTING CONCRETE) PROGRAM CAS145 PAGE 6 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A3304 TIME 10:46 AM ESTIMATE NO. 039 BID OPENING 11/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 FRACTURED RIB TEXTURE SQFT 45.0000 5,490.00 122.000 5,490 (F) 131 DRILL AND BOND DOWEL LF 65.0000 2,860.00 52.000 3,380 132 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 21.0000 5,670.00 270.000 5,670 133 FURNISH PRECAST PRESTRESSED CONCRETE EA 14,000.0000 56,000.00 4.000 56,000 GIRDER (60'-70') 134 ERECT PRECAST PRESTRESSED CONCRETE EA 6,000.0000 24,000.00 4.000 24,000 GIRDER 135 REPAIR SPALLED SURFACE AREA SQFT 90.0000 411,300.00 0.000 0 136 BAR REINFORCING STEEL (BRIDGE) LB 0.8000 89,972.00 112,465.000 89,972 (F) 137 BAR REINFORCING STEEL (RETAINING WALL) LB 2.0000 5,118.00 2,559.000 5,118 (F) 138 BAR REINFORCING STEEL (BOX CULVERT) LB 2.0000 33,674.00 16,837.000 33,674 (F) 139 BAR REINFORCING STEEL (HEADWALL) LB 5.0000 900.00 180.000 900 140 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 1,188,000.00 297,000.000 1,188,000 (F) 141 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 59,400.00 297,000.000 59,400 (F) 142 FURNISH OVERHEAD FORMED WITHOUT RSPF SQFT 15.0000 64,350.00 4,290.000 64,350 143 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 19.0000 6,650.00 349.000 6,631 144 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 11,700.00 1,120.100 11,201 (0.063"-UNFRAMED) 145 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 4,730.00 426.000 4,686 (0.080"-UNFRAMED) 146 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 1,080.00 90.000 1,080 (0.063"-FRAMED) 147 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 5,180.00 365.500 5,117 (0.080"-FRAMED) 148 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 900.0000 360,000.00 414.000 372,600 (SIGN FOUNDATION) 149 METAL (BARRIER MOUNTED SIGN) LB 15.0000 55,200.00 3,786.000 56,790 150 ROADSIDE SIGN - ONE POST EA 200.0000 13,200.00 63.000 12,600 151 ROADSIDE SIGN - TWO POST EA 350.0000 5,950.00 17.000 5,950 152 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 2,080.00 28.000 2,240 METHOD) 153 PAINT POSTMILE MARKING EA 50.0000 3,000.00 60.000 3,000 154 12" ALTERNATIVE PIPE CULVERT LF 750.0000 2,250.00 3.000 2,250 155 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 49.0000 125,930.00 2,570.000 125,930 156 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 52.0000 582,400.00 11,541.000 600,132 PROGRAM CAS145 PAGE 7 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A3304 TIME 10:46 AM ESTIMATE NO. 039 BID OPENING 11/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 53.0000 9,540.00 180.000 9,540 158 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 71.0000 251,340.00 3,725.000 264,475 159 30" ALTERNATIVE PIPE CULVERT (TYPE B) LF 79.0000 58,460.00 907.000 71,653 160 36" ALTERNATIVE PIPE CULVERT (TYPE A) LF 98.0000 4,900.00 50.000 4,900 161 36" ALTERNATIVE PIPE CULVERT (TYPE B) LF 90.0000 187,200.00 2,080.000 187,200 162 42" ALTERNATIVE PIPE CULVERT (TYPE B) LF 120.0000 33,600.00 280.000 33,600 163 54" ALTERNATIVE PIPE CULVERT LF 800.0000 4,000.00 5.000 4,000 164 18" ALTERNATIVE SLOTTED PIPE LF 105.0000 288,750.00 2,550.000 267,750 165 14"X23" OVAL SHAPED REINFORCED CONCRETE LF 75.0000 253,500.00 3,527.000 264,525 PIPE (CLASS III) 166 19"X30" OVAL SHAPED REINFORCED CONCRETE LF 88.0000 83,600.00 950.000 83,600 PIPE (CLASS III) 167 18" CORRUGATED STEEL PIPE (.064" THICK) LF 75.0000 1,050.00 14.000 1,050 168 3" PLASTIC PIPE (EDGE DRAIN) LF 14.0000 5,180.00 0.000 0 169 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 160.0000 800.00 0.000 0 170 WELDED WIRE FABRIC (4"X4", W2XW2.9) SQYD 9.0000 4,050.00 450.000 4,050 171 CLASS 1 PERMEABLE MATERIAL CY 500.0000 1,000.00 0.000 0 172 18" STEEL FLARED END SECTION EA 500.0000 1,000.00 2.000 1,000 173 18" ALTERNATIVE FLARED END SECTION EA 425.0000 8,075.00 19.000 8,075 174 14"X23" OVAL SHAPED CONCRETE FLARED END EA 1,000.0000 2,000.00 2.000 2,000 SECTION 175 24" ALTERNATIVE FLARED END SECTION EA 800.0000 1,600.00 3.000 2,400 176 19"X30" OVAL SHAPED CONCRETE FLARED END EA 1,000.0000 2,000.00 2.000 2,000 SECTION 177 30" ALTERNATIVE FLARED END SECTION EA 1,000.0000 3,000.00 3.000 3,000 178 36" ALTERNATIVE FLARED END SECTION EA 1,200.0000 1,200.00 0.000 0 179 36" AUTOMATIC DRAINAGE GATE EA 4,500.0000 4,500.00 1.000 4,500 180 42" AUTOMATIC DRAINAGE GATE EA 6,000.0000 12,000.00 2.000 12,000 181 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 325.0000 15,600.00 48.000 15,600 182 ROCK SLOPE PROTECTION CY 350.0000 7,700.00 22.000 7,700 (NO. 1, METHOD B) 183 ROCK SLOPE PROTECTION CY 190.0000 47,500.00 250.000 47,500 (NO. 2, METHOD B) PROGRAM CAS145 PAGE 8 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A3304 TIME 10:46 AM ESTIMATE NO. 039 BID OPENING 11/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 CONCRETE (CHANNEL LINING) CY 860.0000 66,220.00 89.000 76,540 185 MINOR CONCRETE (DITCH LINING) CY 375.0000 52,500.00 140.000 52,500 186 ROCK SLOPE PROTECTION FABRIC SQYD 15.0000 13,200.00 880.000 13,200 187 MINOR CONCRETE (MISCELLANEOUS CY 384.0000 192,000.00 500.000 192,000 CONSTRUCTION) 188 MINOR CONCRETE CY 470.0000 202,100.00 430.000 202,100 (CONTRASTING SURFACE TREATMENT) 189 MINOR CONCRETE (GUTTER DEPRESSION) CY 370.0000 74,000.00 200.000 74,000 190 MISCELLANEOUS IRON AND STEEL LB 1.5000 137,487.00 91,658.000 137,487 (F) 191 CHAIN LINK FENCE (TYPE CL-4) LF 7.3000 22,995.00 3,170.000 23,141 192 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 9.5000 70,205.00 7,390.000 70,205 193 CHAIN LINK FENCE (TYPE CL-6) LF 11.0000 24,310.00 3,000.000 33,000 194 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 13.0000 66,040.00 5,152.000 66,976 195 CHAIN LINK FENCE (TYPE CL-6) WITH LF 15.0000 10,500.00 700.000 10,500 BARBED WIRE 196 6' CHAIN LINK GATE (TYPE CL-6) EA 800.0000 1,600.00 0.000 0 197 SURVEY MONUMENT EA 800.0000 10,400.00 13.000 10,400 198 LANE SEPARATION SYSTEM LF 50.0000 41,500.00 830.000 41,500 199 DELINEATOR (CLASS 1) EA 35.0000 10,850.00 10.000 350.00 244.000 8,540 200 OBJECT MARKER (TYPE P) EA 40.0000 1,120.00 22.000 880 201 CONCRETE MEDIAN BARRIER MARKER EA 30.0000 18,600.00 3.000 90.00 678.000 20,340 202 METAL BEAM GUARD RAILING (WOOD POST) LF 26.0000 73,320.00 6,749.500 175,487 203 VEGETATION CONTROL (MINOR CONCRETE) SQYD 48.0000 230,400.00 4,167.700 200,049 204 CHAIN LINK RAILING (TYPE 7) LF 90.0000 26,910.00 299.000 26,910 (F) 205 SINGLE THRIE BEAM BARRIER LF 32.0000 36,160.00 1,112.500 35,600 206 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 42.0000 206,640.00 5,050.000 212,100 207 CABLE RAILING LF 32.0000 3,456.00 108.000 3,456 (F) 208 TRANSITION RAILING (TYPE STB) EA 2,500.0000 5,000.00 2.000 5,000 209 TRANSITION RAILING (TYPE WB) EA 3,000.0000 42,000.00 12.000 36,000 210 TRANSITION RAILING (TYPE DTB MOD) EA 3,200.0000 70,400.00 22.000 70,400 PROGRAM CAS145 PAGE 9 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A3304 TIME 10:46 AM ESTIMATE NO. 039 BID OPENING 11/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 TERMINAL SYSTEM (TYPE ET) EA 2,500.0000 5,000.00 5.000 12,500 212 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 7,500.00 9.000 6,750 213 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 24,000.00 5.000 15,000 214 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 45,000.00 10.000 30,000 215 CRASH CUSHION (ADIEM) EA 20,000.0000 80,000.00 4.000 80,000 216 CONCRETE BARRIER (TYPE 60) LF 52.0000 79,040.00 1,869.060 97,191 217 CONCRETE BARRIER LF 84.0000 13,692.00 163.000 13,692 (F) (TYPE 60A MODIFIED) 218 CONCRETE BARRIER (TYPE 60C) LF 67.0000 1,654,900.00 26,540.500 1,778,213 219 CONCRETE BARRIER (TYPE 60D) LF 35.0000 14,175.00 405.000 14,175 (F) 220 CONCRETE BARRIER (TYPE 60E) LF 200.0000 76,000.00 480.940 96,188 221 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 300.0000 6,600.00 22.000 6,600 222 CONCRETE BARRIER (TYPE 60C MOD) LF 230.0000 335,800.00 1,460.000 335,800 223 CONCRETE BARRIER (TYPE 60E MOD) LF 225.0000 114,750.00 11.743 2,642.18 461.936 103,935 224 CONCRETE BARRIER (TYPE 60R) LF 220.0000 37,400.00 0.000 0 225 CONCRETE BARRIER (TYPE 60R MOD) LF 270.0000 310,500.00 1,245.000 336,150 226 CONCRETE BARRIER (TYPE 60D MOD) LF 68.0000 45,560.00 670.000 45,560 227 CONCRETE BARRIER (TYPE 736) LF 135.0000 40,365.00 299.000 40,365 (F) 228 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 40,800.00 98,166.000 39,266 229 6" THERMOPLASTIC TRAFFIC STRIPE LF 10.0000 610.00 0.000 0 230 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 8,470.00 12,796.000 8,957 231 6" THEMOPLASTIC BROKEN TRAFFIC STRIPE LF 5.0000 450.00 0.000 0 (WHITE, 8FT-4FT) 232 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 11,620.00 15,097.000 10,567 (BROKEN 12-3) 233 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 14,080.00 3,428.000 13,712 234 PAVEMENT MARKING (12" YELLOW PAINT) SQFT 10.0000 590.00 0.000 0 235 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 28,600.00 143,153.000 28,630 (BROKEN 36-12) 236 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 2,220.00 3,627.000 1,813 (BROKEN 17-7) 237 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 23,800.00 11,934.000 23,868 PROGRAM CAS145 PAGE 10 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A3304 TIME 10:46 AM ESTIMATE NO. 039 BID OPENING 11/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 238 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 13,100.00 6,381.000 12,762 239 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 SYSTEM ELEMENTS DURING CONSTRUCTION 240 SIGNAL AND LIGHTING (CITY) LS 15,000.0000 15,000.00 1.000 15,000 241 LIGHTING (CITY STREET) LS 15,000.0000 15,000.00 1.000 15,000 242 TRAFFIC OPERATIONS SYSTEM LS 500,000.0000 500,000.00 1.000 500,000 (STAGE CONSTRUCTION) 243 LIGHTING AND SIGN ILLUMINATION LS 450,000.0000 450,000.00 1.000 450,000 (STAGE CONSTRUCTION) 244 LIGHTING AND SIGN ILLUMINATION LS 575,000.0000 575,000.00 1.000 575,000 245 EXTINGUISHABLE MESSAGE SIGN EA 15,000.0000 60,000.00 4.000 60,000 246 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 1.000 10,000 247 LONG LEAD-IN CABLE LOOP DETECTOR EA 1,000.0000 1,000.00 1.000 1,000 SENSOR UNIT 248 VEHICLE SENSOR NODE EA 2,500.0000 110,000.00 44.000 110,000 249 TRAFFIC OPERATIONS SYSTEM LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 250 INTEGRATED CAMERA UNIT EA 8,000.0000 16,000.00 2.000 16,000 251 CAMERA CONTROLLED UNIT EA 8,000.0000 16,000.00 2.000 16,000 252 VIDEO ENCODER UNIT EA 5,000.0000 10,000.00 2.000 10,000 253 GENERAL PACKET RADIO SYSTEM WIRELESS EA 2,000.0000 8,000.00 4.000 8,000 MODEM ASSEMBLY 254 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 255 STRUCTURE BACKFILL (SLURRY CEMENT) CY 200.0000 13,200.00 64.000 12,800 PROGRAM CAS145 PAGE 11 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A3304 TIME 10:46 AM ESTIMATE NO. 039 BID OPENING 11/01/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: LAYMOUN, MOAID DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 15,332.18 31,672,721.88 ADJUSTMENT OF COMPENSATION 0.00 3,005,718.71 EXTRA WORK 154,791.16 4,429,479.21 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 170,123.34 39,107,919.80 256 MOBILIZATION LS 1,700,000.0000 1,700,000.00 1.000 1,700,000 ORIGINAL CONTRACT AMOUNT 35,781,835.00 TOTAL WORK COMPLETED 170,123.34 40,807,919.80 MATERIALS ON HAND ON SITE 233,055.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -9,586.03 TOTAL 170,123.34 41,031,388.77 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 12/13/11 630 02/27/12 02/06/12 07/27/15 564 214 20 0 96% 87% PROGRESS IS SATISFACTORY LAYMOUN, MOAID RESIDENT ENGINEER PROGRAM CAS145 DATE 03/20/15