PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 09/25/17 EST. NO. 070 TIME 10:05 AM R.E. NAME: LEE, PETER 07-2159C4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0063-1 -2,364.49 E.W. @ F.A.(+) 122916 N 1914.0 DAO CORRECTING ENTRY 0064 168.54 062216 Y 1834.0 0069 1,683.23 082916 N 1873.0 0070 1,208.30 090716 N 1874.0 0071 486.00 090816 N 1875.0 0073 2,085.97 081916 N 1871.1 005 0062 58.08 E.W. @ F.A.(+) 011713 Y 0415.1 008 0020 620.01 E.W. @ F.A.(+) 082817 Y 1923.0 0021 686.37 082917 Y 1924.0 011 0157 412.50 E.W. @ F.A.(+) 042012 Y 0232.1 0158 145.95 043012 Y 0208.1 0159 145.95 050112 Y 0211.1 0165 287.57 050912 Y 0218.1 0166 159.17 080112 Y 0260.1 0167 159.17 080212 Y 0261.1 0168 159.17 080612 Y 0262.1 0169 231.06 100212 Y 0315.1 013 0119 346.59 E.W. @ F.A.(+) 020717 Y 1652.1 0120 247.50 041013 Y 1910.1 095 0015 3,560.01 E.W. @ F.A.(+) 020717 Y 1664.1 0016 1,765.96 020817 Y 1665.1 116 0001 2,713.30 A.C. @ L.S.(+) 091517 N 1 0 117 0001 4,794.24 A.C. @ L.S.(+) 091517 N 1 0 118 0001 37,457.14 A.C. @ L.S.(+) 091517 N 1 0 119 0001 22,575.00 A.C. @ L.S.(+) 091517 N 1 0 120 0001 40,790.40 A.C. @ L.S.(+) 091517 N 1 0 120,582.69 TOTAL THIS ESTIMATE 11,034,993.82 TOTAL PREVIOUS ESTIMATE 11,155,576.51 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 09/25/17 EST. NO. 070 TIME 10:05 AM R.E. NAME: LEE, PETER 07-2159C4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NO CPM UPDATE 3/2013 -10,000.00 014 NO-CPM-UPDATE 3/2013 10,000.00 018 NO-CPM-UPDATE 5/6/13 -10,000.00 018 NO-CPM-UPDATE 5/6/13 10,000.00 022 NO-CPM-UPDATE 8&9/13 -20,000.00 022 NON CPM COMPLIANCE -75,000.00 023 NO-CPM-UPDATE 8&9/13 20,000.00 025 NON CPM COMPLIANCE 75,000.00 025 DELINQUENT SWPPP RPT -20,000.00 032 DELINQUENT SWPPP RPT 20,000.00 033 NOD DOCS MISSING -3,000.00 045 SS.SEC90-701A -100,000.00 045 NOD DOCS MISSING 3,000.00 046 SS SEC90-701A 100,000.00 046 MISSING ANNUAL 4401 -10,000.00 048 MISSING ANNUAL 4401 10,000.00 049 CEM 4401 2016 S. W. -10,000.00 061 SPSEC 10-163-10-167 -10,000.00 063 CEM 4401 2016 S.W. 10,000.00 066 0.00 -10,000.00 EQUAL EMPLOYMENT OPPORTUNITY 1391 FORM MISSING -10,000.00 056 1391 FORM MISSING 10,000.00 059 0.00 0.00 LABOR COMPLIANCE VIOLATION JULY 2015 CPR -1,000.00 043 JULY 2015 CPR 1,000.00 044 WAGES & LC CHKLST -10,000.00 049 DEL NOD ITEMS -5,000.00 050 WAGES & LC CHKLST 10,000.00 050 WAGE VIOLATIONS -5,000.00 054 MISSING CPR'S -5,000.00 058 MISSING CPR'S 5,000.00 064 DEL NOD ITEMS 5,000.00 066 WAGE VIOLATIONS 5,000.00 067 MISSING JUNE 17 CPRS -10,000.00 068 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159C4 TIME 10:05 AM ESTIMATE NO. 070 BID OPENING 05/12/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 09/25/17 LOCATION PROGRESS ESTIMATE 07-LA-5-1.8/3.0 ----------------- FLATIRON WEST INC IN LOS ANGELES COUNTY IN SANTA FE 1770 LA COSTA MEADOWS DRIVE SPRINGS AND NORWALK FROM SAN MAROCS CA 90278 ALONDRA BOULEVARD OVERCROSSING TO SHOEMAKER AVENUE OVERCROSSING FED. AID NO. IMOO-5294(9N ) WIDEN AND REALIGH FREEWAY WITH PCC ------------------------------------------------------------------------------------------------------------------------------------ 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 7,500.0000 7,500.00 0.900 6,750 002 TIME-RELATED OVERHEAD WDAY 3,500.0000 3,500,000.00 1,228.000 4,298,000 003 3.7 M TEMPORARY CHAIN LINK GATE EA 1,110.0000 7,770.00 7.000 7,770 (TYPE CL-1.8) 004 6.1 M TEMPORARY CHAIN LINK GATE EA 1,375.0000 11,000.00 8.000 11,000 (TYPE CL-1.8) 005 7.3 M TEMPORARY ROLLING CHAIN LINK GATE EA 2,050.0000 2,050.00 1.000 2,050 (TYPE CL-1.8) 006 9.14 M TEMPORARY ROLLING CHAIN LINK GATE EA 2,100.0000 12,600.00 5.000 10,500 (TYPE CL-1.8) 007 11.0 M TEMPORARY ROLLING CHAIN LINK GATE EA 2,460.0000 12,300.00 5.000 12,300 (TYPE CL-1.8) 008 18.29 M TEMPORARY ROLLING CHAIN LINK EA 4,400.0000 4,400.00 1.000 4,400 GATE (TYPE CL-1.8) 009 19.81 M TEMPORARY ROLLING CHAIN LINK EA 4,400.0000 4,400.00 1.000 4,400 GATE (TYPE CL-1.8) 010 TEMPORARY FENCE (TYPE CL-1.8) M 46.0000 184,920.00 4,107.000 188,922 011 CONSTRUCTION SITE MANAGEMENT LS 85,000.0000 85,000.00 1.000 85,000 012 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500 PREVENTION PLAN 013 TEMPORARY SOIL STABILIZER M2 1.0000 2,560.00 1,980.000 1,980 014 TEMPORARY MULCH M2 1.0000 5,200.00 0.000 0 015 TEMPORARY EROSION CONTROL BLANKET M2 3.6000 9,216.00 0.000 0 016 TEMPORARY FIBER ROLL M 15.0000 16,200.00 4,351.640 65,274 017 TEMPORARY SILT FENCE M 8.0000 11,600.00 430.000 3,440 018 TEMPORARY GRAVEL BAG BERM M 18.0000 365,400.00 20,300.000 365,400 019 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,500.0000 21,000.00 11.000 38,500 020 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 100,000.00 20.000 100,000 021 TEMPORARY COVER M2 3.0000 7,680.00 6,014.210 18,042 022 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 6.000 3,000 (TEMPORARY EROSION CONTROL) PROGRAM CAS145 PAGE 2 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159C4 TIME 10:05 AM ESTIMATE NO. 070 BID OPENING 05/12/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 40,000.00 200.000 40,000 024 STREET SWEEPING LS 150,000.0000 150,000.00 1.000 150,000 025 TEMPORARY PUMP LS 25,000.0000 25,000.00 1.000 25,000 026 TEMPORARY HYDRAULIC MULCH M2 1.0000 2,560.00 1,928.000 1,928 027 STORM WATER ANNUAL REPORT EA 2,000.0000 12,000.00 6.000 12,000 028 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 1.000 100,000 029 TRAFFIC CONTROL SYSTEM LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 030 TYPE II BARRICADE EA 25.0000 1,450.00 58.000 1,450 031 TRAFFIC CONE EA 20.0000 2,200.00 110.000 2,200 032 TYPE III BARRICADE EA 100.0000 13,000.00 130.000 13,000 033 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.0000 13,650.00 472.770 16,546 034 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 60,300.00 74,166.000 74,166 035 CHANNELIZER (SURFACE MOUNTED) EA 32.0000 20,800.00 812.000 25,984 036 TEMPORARY PAVEMENT MARKER EA 4.0000 32,680.00 8,960.000 35,840 037 TEMPORARY RAILING (TYPE K) M 42.0000 487,200.00 11,673.200 490,274 038 TEMPORARY CRASH CUSHION MODULE EA 225.0000 130,500.00 591.000 132,975 039 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 14,000.0000 14,000.00 0.000 0 040 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.0000 20,400.00 11,423.000 22,846 (HAZARDOUS WASTE) 041 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 16,600.00 8,549.000 17,098 STRIPE (HAZARDOUS WASTE) 042 ABANDON UTILITY PIPE M 11.0000 4,400.00 0.000 0 043 ABANDON SEWER M 14.0000 37,100.00 2,650.000 37,100 044 ABANDON SEWER MANHOLE EA 1,600.0000 48,000.00 30.000 48,000 045 REMOVE CHAIN LINK FENCE M 9.0000 32,310.00 3,927.610 35,348 046 REMOVE METAL BEAM GUARD RAILING M 28.0000 13,720.00 522.000 14,616 047 REMOVE DOUBLE METAL BEAM BARRIER M 35.0000 66,850.00 1,910.000 66,850 048 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 28,350.00 23,187.000 34,780 049 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 6,300.00 277.420 8,322 PROGRAM CAS145 PAGE 3 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159C4 TIME 10:05 AM ESTIMATE NO. 070 BID OPENING 05/12/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.5000 19,350.00 13,455.500 20,183 051 REMOVE PAVEMENT MARKER EA 1.0000 7,610.00 7,676.000 7,676 052 REMOVE ROADSIDE SIGN EA 125.0000 625.00 5.000 625 053 REMOVE ROADSIDE SIGN (WOOD POST) EA 125.0000 4,625.00 37.000 4,625 054 REMOVE ROADSIDE SIGN (METAL POST) EA 125.0000 18,125.00 145.000 18,125 055 REMOVE ROADSIDE SIGN EA 100.0000 3,900.00 39.000 3,900 (STRAP AND SADDLE BRACKET METHOD) 056 REMOVE SIGN STRUCTURE EA 6,000.0000 24,000.00 4.000 24,000 057 REMOVE BRIDGE MOUNTED SIGN EA 3,500.0000 7,000.00 2.000 7,000 058 REMOVE ASPHALT CONCRETE DIKE M 12.0000 2,640.00 220.000 2,640 059 REMOVE PIPE M 57.0000 102,600.00 1,800.220 102,612 060 REMOVE UTILITY PIPE M 128.0000 17,920.00 140.000 17,920 061 REMOVE INLET EA 1,000.0000 36,000.00 36.000 36,000 062 REMOVE HEADWALL EA 1,000.0000 24,000.00 24.000 24,000 063 REMOVE SEWER MANHOLE EA 3,000.0000 3,000.00 1.000 3,000 064 REMOVE MANHOLE EA 900.0000 7,200.00 8.000 7,200 065 REMOVE RETAINING WALL M 105.0000 11,550.00 110.000 11,550 066 REMOVE SEWER PIPE M 60.0000 7,800.00 130.000 7,800 067 REMOVE CONCRETE PAVEMENT M2 1.0000 21,000.00 21,000.000 21,000 068 REMOVE ASPHALT CONCRETE SURFACING M2 9.0000 70,380.00 9,722.030 87,498 069 REMOVE RETAINING CURB M 8.0000 2,000.00 355.300 2,842 070 RELOCATE TEMPORARY RAILING (TYPE K) M 6.0000 66,600.00 11,100.000 66,600 071 RELOCATE GATE EA 1,200.0000 1,200.00 1.000 1,200 072 RELOCATE ROADSIDE SIGN EA 350.0000 8,750.00 25.000 8,750 073 ADJUST MANHOLE EA 3,200.0000 9,600.00 3.000 9,600 074 ADJUST MANHOLE TO GRADE EA 2,300.0000 55,200.00 23.000 52,900 075 MODIFY SEWER MANHOLE EA 2,400.0000 19,200.00 9.000 21,600 076 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 60,600.00 15,670.000 47,010 PROGRAM CAS145 PAGE 4 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159C4 TIME 10:05 AM ESTIMATE NO. 070 BID OPENING 05/12/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE PARKING BUMPER EA 28.0000 1,260.00 40.000 1,120 078 REMOVE CONCRETE M3 60.0000 67,200.00 1,120.000 67,200 079 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M2 3.5000 26,880.00 7,943.880 27,803 080 REMOVE CONCRETE (CURB AND GUTTER) M 4.0000 48,000.00 11,991.000 47,964 081 REMOVE SOUND WALL M 65.0000 28,600.00 440.000 28,600 082 CAP MANHOLE EA 850.0000 2,550.00 3.000 2,550 083 REMOVE GUARD POST EA 140.0000 980.00 7.000 980 084 BRIDGE REMOVAL LS 190,000.0000 190,000.00 1.000 190,000 085 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000 086 ROADWAY EXCAVATION M3 18.0000 1,778,400.00 99,696.890 1,794,544 087 ROADWAY EXCAVATION (CONTAMINATED SOIL) M3 89.0000 774,300.00 10,761.910 957,809 088 ROADWAY EXCAVATION (TYPE Y-2) M3 11.0000 100,100.00 9,100.000 100,100 (AERIALLY DEPOSITED LEAD) 089 LEAD COMPLIANCE PLAN LS 15,500.0000 15,500.00 1.000 15,500 090 ADL BURIAL LOCATION REPORT LS 9,000.0000 9,000.00 1.000 9,000 091 HAZARDOUS MATERIALS MITIGATION PLANS LS 275,000.0000 275,000.00 1.000 275,000 092 CONTAMINATED SOIL DISPOSAL M3 18.0000 23,580.00 982.500 17,685 093 SOIL BORING LS 105,000.0000 105,000.00 1.000 105,000 094 DISPOSAL OF HAZARDOUS MATERIAL M3 196.0000 335,160.00 0.000 0 095 STRUCTURE EXCAVATION (BRIDGE) M3 35.0000 344,505.00 9,843.000 344,505 (F) 096 STRUCTURE EXCAVATION (CONTAMINATED) M3 430.0000 342,280.00 803.000 345,290 (F) 097 STRUCTURE EXCAVATION (AUSTIN VAULT) M3 25.0000 6,500.00 260.000 6,500 (F) 098 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 197,950.00 7,826.000 195,650 (F) 099 SAND BEDDING (AUSTIN VAULT) M3 80.0000 2,720.00 34.000 2,720 100 STRUCTURE BACKFILL (AUSTIN VAULT) M3 60.0000 4,500.00 75.000 4,500 (F) 101 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 528,080.00 6,601.000 528,080 (F) 102 STRUCTURE BACKFILL (RETAINING WALL) M3 60.0000 568,560.00 9,686.000 581,160 (F) 103 PERVIOUS BACKFILL MATERIAL (RETAINING M3 200.0000 2,000.00 10.000 2,000 (F) WALL) PROGRAM CAS145 PAGE 5 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159C4 TIME 10:05 AM ESTIMATE NO. 070 BID OPENING 05/12/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 DITCH EXCAVATION M3 28.0000 10,360.00 35.200 985 105 DITCH EXCAVATION (BIOSWALE) M3 12.0000 15,120.00 958.120 11,497 106 IMPORTED BORROW M3 6.0000 60,600.00 1,100.000 6,600 107 HIGHWAY PLANTING LS 141,000.0000 141,000.00 1.000 141,000 108 ROCK BLANKET M2 65.0000 747,500.00 11,196.800 727,792 109 PLANT ESTABLISHMENT WORK LS 56,000.0000 56,000.00 0.110 6,160.00 0.730 40,880 110 IRRIGATION SYSTEM LS 140,000.0000 140,000.00 1.000 140,000 111 WATER METER EA 5,000.0000 20,000.00 4.000 20,000 112 200 MM CORRUGATED HIGH DENSITY M 170.0000 2,040.00 12.000 2,040 POLYETHYLENE PIPE CONDUIT 113 250 MM CORRUGATED HIGH DENSITY M 160.0000 27,200.00 170.000 27,200 POLYETHYLENE PIPE CONDUIT 114 CLASS 4 AGGREGATE SUBBASE M3 30.0000 642,000.00 20,544.000 616,320 115 CLASS 2 AGGREGATE BASE M3 40.0000 732,000.00 17,568.000 702,720 116 CLASS 3 AGGREGATE BASE M3 37.0000 1,061,900.00 24,983.040 924,372 117 LEAN CONCRETE BASE M3 97.0000 1,649,000.00 16,115.385 1,563,192 118 HOT MIX ASPHALT TONN 82.0000 4,100,000.00 38,117.790 3,125,658 119 DATA CORE LS 5,000.0000 5,000.00 1.000 5,000 120 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 14.0000 8,680.00 490.000 6,860 121 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 44.0000 924.00 22.560 992 122 PLACE HOT MIX ASPHALT M2 16.0000 42,080.00 1,979.000 31,664 (MISCELLANEOUS AREA) 123 TACK COAT TONN 650.0000 3,900.00 41.150 26,747 124 CONCRETE PAVEMENT M3 179.0000 6,157,600.00 32,937.660 5,895,841 125 SEAL PAVEMENT JOINT M 7.7500 290,625.00 0.000 0 126 FURNISH STEEL PIPE PILING (610 MM) M 287.0000 8,315,251.00 29,619.000 8,500,653 127 DRIVE STEEL PIPE PILE (610 MM) EA 520.0000 774,280.00 1,384.000 719,680 128 FURNISH PILING (CLASS 400) M 106.0000 1,307,086.00 11,839.759 1,255,014 (ALTERNATIVE V) 129 DRIVE PILE (CLASS 400) (ALTERNATIVE V) EA 1,150.0000 972,900.00 809.000 930,350 130 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 170.0000 307,700.00 1,755.200 298,384 PILING (SOUND WALL) PROGRAM CAS145 PAGE 6 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159C4 TIME 10:05 AM ESTIMATE NO. 070 BID OPENING 05/12/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 760 MM PILE CASING M 375.0000 8,057,625.00 19,587.000 7,345,125 132 PRESTRESSING CAST-IN-PLACE CONCRETE LS 240,000.0000 240,000.00 1.000 240,000 133 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 1,230,300.00 4,101.000 1,230,300 (F) 134 STRUCTURAL CONCRETE, BRIDGE M3 525.0000 8,081,850.00 15,394.000 8,081,850 (F) 135 STRUCTURAL CONCRETE, RETAINING WALL M3 480.0000 1,508,640.00 3,084.000 1,480,320 (F) 136 STRUCTURAL CONCRETE, APPROACH SLAB M3 680.0000 281,520.00 415.000 282,200 (F) (TYPE N) 137 STRUCTURAL CONCRETE (AUSTIN VAULT) M3 790.0000 72,680.00 92.000 72,680 (F) 138 CLASS 3 CONCRETE M3 320.0000 1,280.00 4.000 1,280 139 CLASS 1 CONCRETE (BOX CULVERT) M3 750.0000 795,000.00 1,197.770 898,327 140 MINOR CONCRETE (MINOR STRUCTURE) M3 1,600.0000 480,000.00 334.500 535,200 (F) 141 MINOR CONCRETE (PIPE ENCASEMENT) M3 180.0000 34,200.00 197.900 35,622 142 MINOR CONCRETE (MEDIAN) M3 1,100.0000 35,200.00 32.000 35,200 (F) 143 MINOR CONCRETE (BACKFILL) M3 110.0000 38,500.00 203.690 22,405 (F) 144 PILASTER, SOUND WALL M3 2,100.0000 90,300.00 21.500 45,150 145 ARCHITECTURAL TREATMENT M2 120.0000 534,480.00 4,454.000 534,480 (F) 146 SOUND WALL (MASONRY BLOCK) M2 139.0000 248,810.00 1,790.000 248,810 (F) 147 PTFE SPHERICAL BEARING EA 3,000.0000 96,000.00 32.000 96,000 148 JOINT SEAL (MR 25 MM) M 200.0000 7,800.00 39.000 7,800 149 JOINT SEAL ASSEMBLY (MR 75 MM) M 875.0000 20,125.00 23.000 20,125 150 JOINT SEAL ASSEMBLY (MR 60 MM) M 870.0000 23,490.00 27.000 23,490 151 JOINT SEAL ASSEMBLY (MR 80 MM) M 1,050.0000 95,550.00 91.000 95,550 152 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 3,000.0000 132,000.00 44.000 132,000 153 JOINT SEAL (MR 40 MM) M 300.0000 3,900.00 13.000 3,900 154 BAR REINFORCING STEEL (BRIDGE) KG 1.5500 5,162,133.95 3,330,409.000 5,162,133 (F) 155 BAR REINFORCING STEEL (RETAINING WALL) KG 1.8500 448,898.80 240,503.000 444,930 (F) 156 BAR REINFORCING STEEL (AUSTIN VAULT) KG 2.0000 24,968.00 12,484.000 24,968 (F) 157 BAR REINFORCING STEEL (BOX CULVERT) KG 1.6000 271,900.80 193,492.000 309,587 (F) PROGRAM CAS145 PAGE 7 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159C4 TIME 10:05 AM ESTIMATE NO. 070 BID OPENING 05/12/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 HEADED BAR REINFORCEMENT EA 18.0000 89,856.00 4,992.000 89,856 (F) 159 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 12.0000 108,264.00 9,022.000 108,264 (F) 160 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.2000 19,848.40 9,022.000 19,848 (F) 161 FURNISH SIGN STRUCTURE (TRUSS) KG 9.5000 371,431.00 39,098.000 371,431 (F) 162 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 19,549.00 39,097.000 19,548 (F) 163 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 120.0000 11,520.00 96.000 11,520 164 FURNISH LAMINATED PANEL SIGN M2 120.0000 6,480.00 54.000 6,480 (25.4 MM-TYPE A) 165 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 10,120.00 92.000 10,120 (1.6 MM-UNFRAMED) 166 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 2,600.00 20.000 2,600 (2.0 MM-UNFRAMED) 167 FURNISH SINGLE SHEET ALUMINUM SIGN M2 121.0000 242.00 2.000 242 (1.6 MM-FRAMED) 168 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 1,800.00 12.000 1,800 (2.0 MM-FRAMED) 169 914 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,600.0000 8,000.00 5.000 8,000 PILE (SIGN FOUNDATION) 170 1372 MM CAST-IN-DRILLED-HOLE M 2,100.0000 18,900.00 9.000 18,900 CONCRETE PILE (SIGN FOUNDATION) 171 1524 MM CAST-IN-DRILLED-HOLE M 2,700.0000 62,100.00 24.670 66,609 CONCRETE PILE (SIGN FOUNDATION) 172 METAL (BARRIER MOUNTED SIGN) KG 30.0000 35,400.00 1,180.000 35,400 173 ROADSIDE SIGN - ONE POST EA 275.0000 3,300.00 12.000 3,300 174 ROADSIDE SIGN - TWO POST EA 800.0000 4,000.00 5.000 4,000 175 ROADSIDE SIGN-METAL POST EA 400.0000 56,800.00 172.000 68,800 176 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 9,000.00 30.000 9,000 METHOD) 177 450 MM REINFORCED CONCRETE PIPE M 145.0000 101,500.00 707.400 102,573 178 525 MM REINFORCED CONCRETE PIPE M 260.0000 6,500.00 25.000 6,500 179 600 MM REINFORCED CONCRETE PIPE M 195.0000 507,000.00 2,658.600 518,427 180 750 MM REINFORCED CONCRETE PIPE M 250.0000 232,500.00 937.900 234,475 181 900 MM REINFORCED CONCRETE PIPE M 419.0000 22,626.00 54.000 22,626 182 1050 MM REINFORCED CONCRETE PIPE M 510.0000 37,230.00 73.000 37,230 183 1200 MM REINFORCED CONCRETE PIPE M 705.0000 62,745.00 89.000 62,745 184 1425 MM REINFORCED CONCRETE PILE M 750.0000 180,000.00 240.000 180,000 PROGRAM CAS145 PAGE 8 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159C4 TIME 10:05 AM ESTIMATE NO. 070 BID OPENING 05/12/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 450 MM SLOTTED CORRUGATED STEEL PIPE M 300.0000 6,000.00 20.000 6,000 (2.01 MM THICK) 186 150 MM PERFORATED PLASTIC PIPE M 125.0000 4,750.00 38.000 4,750 UNDERDRAIN (AUSTIN VAULT) 187 150 MM NON-PERFORATED PLASTIC PIPE M 330.0000 3,960.00 12.000 3,960 (AUSTIN VAULT) 188 FILTER FABRIC (AUSTIN VAULT) M2 7.0000 644.00 92.000 644 189 PERMEABLE MATERIAL (AUSTIN VAULT) M3 100.0000 2,700.00 27.000 2,700 190 GRATED LINE DRAIN M 500.0000 46,500.00 93.000 46,500 191 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,000.0000 41,000.00 40.500 40,500 192 200 MM VITRIFIED CLAY SEWER PIPE M 138.0000 171,120.00 1,240.000 171,120 193 250 MM VITRIFIED CLAY SEWER PIPE M 170.0000 125,800.00 738.000 125,460 194 375 MM VITRIFIED CLAY SEWER PIPE M 265.0000 119,250.00 447.100 118,481 195 450 MM VITRIFIED CLAY SEWER PIPE (EXTRA M 440.0000 25,520.00 58.000 25,520 STRENGTH) 196 525 MM VITRIFIED CLAY SEWER PIPE (SEWER M 480.0000 21,600.00 45.000 21,600 STRENGTH) 197 1220 MM REINFORCED CONCRETE SEWER PIPE M 1,250.0000 95,000.00 77.800 97,250 198 150 MM SEWER PIPE (LATERAL) M 210.0000 58,800.00 280.000 58,800 199 SEWER TERMINAL CLEANOUT EA 1,350.0000 1,350.00 1.000 1,350 200 SEWER MANHOLE FRAME AND COVER EA 650.0000 24,050.00 39.000 25,350 201 CONCRETE SEWER MANHOLE EA 5,300.0000 180,200.00 36.000 190,800 202 CONCRETE SEWER MANHOLE (TYPE E) EA 58,000.0000 174,000.00 3.000 174,000 203 CURB DRAIN EA 630.0000 3,150.00 5.000 3,150 204 GABION M3 620.0000 5,580.00 9.000 5,580 205 MINOR CONCRETE (DITCH LINING) M3 325.0000 13,325.00 11.820 3,841 206 MINOR CONCRETE (GUTTER LINING) M3 600.0000 2,400.00 24.460 14,676 207 MINOR CONCRETE (GUTTER DEPRESSION) M3 600.0000 6,600.00 16.860 10,116 208 MINOR CONCRETE (CURB, GUTTER, SIDEWALK, M3 325.0000 682,500.00 2,242.412 728,783 DRIVEWAY, CURB RAMP AND CROSS GUTTER) 209 MINOR CONCRETE (RAPID STRENGTH CONCRETE) M3 450.0000 81,000.00 211.025 94,961 210 MINOR CONCRETE (TEXTURED PAVING) M2 95.0000 152,000.00 1,600.000 152,000 211 MISCELLANEOUS IRON AND STEEL KG 3.0000 77,868.00 30,206.000 90,618 (F) PROGRAM CAS145 PAGE 9 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159C4 TIME 10:05 AM ESTIMATE NO. 070 BID OPENING 05/12/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 MISCELLANEOUS METAL AND STEEL (AUSTIN KG 50.0000 2,650.00 53.000 2,650 (F) VAULT) 213 MISCELLANEOUS METAL (BRIDGE) KG 11.0000 47,773.00 4,343.000 47,773 (F) 214 BRIDGE DECK DRAINAGE SYSTEM KG 9.5000 268,299.00 28,242.000 268,299 (F) 215 FENCE (TYPE BW, 4-STRAND, METAL POST) M 80.0000 880.00 11.000 880 216 CHAIN LINK FENCE (TYPE CL-1.8) M 45.0000 43,200.00 1,200.000 54,000 217 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,120.0000 8,960.00 7.000 7,840 218 4.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,600.0000 1,600.00 3.000 4,800 219 7.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,700.0000 2,700.00 1.000 2,700 220 9.1 M ROLLING CHAIN LINK GATE EA 2,910.0000 2,910.00 1.000 2,910 221 INSTALL MEDIAN MILEAGE PANEL EA 150.0000 2,100.00 14.000 2,100 222 METAL BEAM GUARD RAILING M 85.0000 8,160.00 143.100 12,163 223 METAL HANDRAILING M 400.0000 26,000.00 0.000 0 (F) 224 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 340.0000 235,280.00 692.000 235,280 (F) 225 CHAIN LINK RAILING (TYPE 6 MODIFIED) M 172.0000 306,160.00 1,950.000 335,400 226 CONCRETE BARRIER (TYPE K) M 100.0000 85,000.00 0.000 0 227 TUBULAR HANDRAILING M 130.0000 59,930.00 522.000 67,860 (F) 228 CONCRETE BARRIER (TYPE 26 MODIFIED) M 575.0000 468,050.00 814.000 468,050 (F) 229 CABLE RAILING M 44.0000 3,828.00 87.000 3,828 (F) 230 TRANSITION RAILING (TYPE WB) EA 3,100.0000 12,400.00 4.000 12,400 231 END CAP (TYPE B) EA 70.0000 210.00 0.000 0 232 END CAP (TYPE TA) EA 410.0000 1,230.00 3.000 1,230 233 END ANCHOR ASSEMBLY (TYPE SFT) EA 410.0000 1,230.00 3.000 1,230 234 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,000.0000 10,000.00 2.000 10,000 235 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,650.0000 6,600.00 4.000 6,600 236 CRASH CUSHION (ADIEM) EA 20,000.0000 20,000.00 0.000 0 237 CRASH CUSHION MODULE, SAND FILLED EA 580.0000 22,620.00 0.000 0 238 CONCRETE BARRIER (TYPE 60G) M 275.0000 200,750.00 1,291.000 355,025 PROGRAM CAS145 PAGE 10 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159C4 TIME 10:05 AM ESTIMATE NO. 070 BID OPENING 05/12/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE 60GE) M 690.0000 65,550.00 114.700 79,143 240 PORTABLE CONCRETE BARRIER (TYPE 60K) M 175.0000 194,250.00 0.000 0 241 CONCRETE BARRIER (TYPE 736 MODIFIED) M 200.0000 160,400.00 802.000 160,400 (F) 242 CONCRETE BARRIER (TYPE 736B MODIFIED) M 295.0000 557,550.00 1,775.450 523,757 243 CONCRETE BARRIER (TYPE 736SV) M 280.0000 126,000.00 450.000 126,000 244 CONCRETE BARRIER (TYPE 742A MOD) M 200.0000 67,800.00 400.000 80,000 (F) 245 CONCRETE BARRIER (TYPE 736A MODIFIED) M 240.0000 153,840.00 641.000 153,840 (F) 246 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 55,200.00 1,725.000 69,000 247 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4000 26,880.00 22,054.000 30,875 248 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2000 5,830.00 2,609.000 5,739 249 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.7000 918.00 455.500 774 (BROKEN 3.66 M - 0.92 M) 250 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 552.00 470.000 564 (BROKEN 1.83 M - 0.30 M) 251 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 8,916.00 7,432.000 8,918 (BROKEN 10.98 M - 3.66 M) 252 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 6,060.00 5,075.000 6,090 (BROKEN 5.18 M - 2.14 M) 253 PARKING BUMPER (PRECAST CONCRETE) EA 95.0000 2,470.00 26.000 2,470 254 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 1,950.00 2,421.000 2,421 255 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 6,390.00 2,949.000 8,847 256 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 6,000.0000 6,000.00 1.000 6,000 SYSTEM ELEMENTS DURING CONSTRUCTION 257 SIGNAL AND LIGHTING (CITY STREET LS 106,000.0000 106,000.00 1.000 106,000 TEMPORARY LOCATION 3) 258 SIGNAL AND LIGHTING (CITY STREET LS 78,000.0000 78,000.00 1.000 78,000 TEMPORARY LOCATION 6) 259 SIGNAL AND LIGHTING (CITY STREET LS 232,000.0000 232,000.00 1.000 232,000 TEMPORARY LOCATION 7) 260 SIGNAL AND LIGHTING (CITY STREET LS 123,000.0000 123,000.00 1.000 123,000 TEMPORARY LOCATION 8) 261 SIGNAL AND LIGHTING (LOCATION 4) LS 151,000.0000 151,000.00 1.000 151,000 262 SIGNAL AND LIGHTING (LOCATION 5) LS 155,000.0000 155,000.00 1.000 155,000 263 SIGNAL AND LIGHTING LS 170,000.0000 170,000.00 1.000 170,000 (CITY STREET LOCATION 1) 264 SIGNAL AND LIGHTING LS 65,000.0000 65,000.00 1.000 65,000 (CITY STREET LOCATION 2) 265 SIGNAL AND LIGHTING LS 142,000.0000 142,000.00 1.000 142,000 (CITY STREET LOCATION 6) PROGRAM CAS145 PAGE 11 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159C4 TIME 10:05 AM ESTIMATE NO. 070 BID OPENING 05/12/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 SIGNAL AND LIGHTING (CITY STREET LS 17,000.0000 17,000.00 1.000 17,000 LOCATION 7) 267 LIGHTING (TEMPORARY) LS 175,000.0000 175,000.00 1.000 175,000 268 LIGHTING (CITY STREET) LS 155,000.0000 155,000.00 1.000 155,000 269 REMOVE LIGHTING AND SIGN ILLUMINATION LS 9,000.0000 9,000.00 1.000 9,000 270 LIGHTING AND SIGN ILLUMINATION LS 250,000.0000 250,000.00 1.000 250,000 271 INTERCONNECTION CONDUIT AND CONDUCTOR LS 38,000.0000 38,000.00 1.000 38,000 272 ELECTRIC SERVICE (IRRIGATION) LS 8,000.0000 8,000.00 1.000 8,000 273 MODIFY TRAFFIC MONITORING STATION LS 65,000.0000 65,000.00 1.000 65,000 274 TEMPORARY COMMUNICATION SYSTEM LS 140,000.0000 140,000.00 0.000 0 275 MODIFY COMMUNICATION SYSTEM LS 485,000.0000 485,000.00 1.000 485,000 276 REMOVE RAMP METERING SYSTEM LS 7,000.0000 7,000.00 1.000 7,000 277 RAMP METERING SYSTEM LS 235,000.0000 235,000.00 1.000 235,000 278 MODIFY LIGHTING (CITY STREET) LS 261,000.0000 261,000.00 1.000 261,000 279 GUARD POST EA 500.0000 2,500.00 3.000 1,500 280 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 281 REMOVE ASBESTOS CEMENT PIPE M 70.0000 79,100.00 264.780 18,534 282 REMOVE WROUGHT IRON FENCE M 25.0000 13,250.00 530.000 13,250 283 GEOSYNTHETIC REINFORCED EMBANKMENT M2 1,300.0000 726,700.00 599.000 778,700 284 STRUCTURAL CONCRETE, BARRIER SLAB M3 500.0000 85,500.00 168.200 84,100 285 SHOTCRETE M3 500.0000 47,000.00 117.500 58,750 286 WROUGHT IRON FENCE M 150.0000 5,250.00 35.000 5,250 287 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 288 LEAN CONCRETE BASE (RAPID SETTING) M3 500.0000 75,000.00 0.000 0 289 CONCRETE PAVEMENT M3 640.0000 198,400.00 0.000 0 (RAPID STRENGTH CONCRETE) PROGRAM CAS145 PAGE 12 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2159C4 TIME 10:05 AM ESTIMATE NO. 070 BID OPENING 05/12/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: LEE, PETER DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 6,160.00 78,429,305.75 ADJUSTMENT OF COMPENSATION 108,330.08 4,623,370.80 EXTRA WORK 12,252.61 6,532,205.71 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 126,742.69 89,584,882.26 290 MOBILIZATION LS 6,000,000.0000 6,000,000.00 1.000 6,000,000 ORIGINAL CONTRACT AMOUNT 86,565,397.95 TOTAL WORK COMPLETED 126,742.69 95,584,882.26 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -20,000.00 TOTAL 126,742.69 95,564,882.26 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 09/13/11 1250 11/07/11 11/07/11 11/17/17 1228 103 228 0 98% 83% PROGRESS IS SATISFACTORY LEE, PETER RESIDENT ENGINEER PROGRAM CAS145 DATE 09/25/17