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 11/28/16 EST. NO. 049 TIME 07:34 AM R.E. NAME: FREMPONG, SAM 07-215934 --------------------------------------------------------------------------- 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 0506 5,065.25 E.W. @ F.A.(+) 081216 N 1364.1 004 0059 5,311.63 E.W. @ F.A.(+) 010714 N 0434.0 0079 2,213.46 091616 Y 1384.0 0080 289.42 092616 N 1385.0 0081 355.67 101116 Y 1388.0 0083 971.34 071516 N 1383.0 030 0108 2,964.14 E.W. @ F.A.(+) 081413 N 1391.0 0109 3,501.45 081613 N 1392.0 0111 2,126.17 092513 N 1404.0 0113 1,837.36 081313 N 1412.0 046 0014 3,879.87 E.W. @ F.A.(+) 110414 N 0574.0 0015 1,023.04 110514 N 0575.0 0016 372.06 110614 N 0577.0 0017 1,912.71 110714 N 0578.0 0018 2,671.99 111214 N 0581.0 0019 1,914.89 111314 N 0584.0 0020 1,914.89 111414 N 0587.0 0021 3,628.25 111714 N 0588.0 0022 3,376.18 111814 N 0592.0 0024 7,774.38 112014 N 0595.0 0027 2,588.81 121714 N 1409.0 0030 2,104.64 102314 N 0554.1 0031 3,957.24 103014 N 0569.1 0032 1,594.88 103114 N 0570.1 0033 968.21 110514 N 0576.1 0035 1,292.50 111214 N 0583.1 0036 2,828.12 111314 N 0585.1 0037 2,524.65 111414 N 0586.1 0038 2,414.65 111714 N 0590.1 0039 2,920.12 111814 N 0591.1 0040 1,926.99 111914 N 0593.1 070 0010 518.45 E.W. @ F.A.(+) 082916 N 1381.0 78,743.41 TOTAL THIS ESTIMATE 4,245,755.08 TOTAL PREVIOUS ESTIMATE 4,324,498.49 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 11/28/16 EST. NO. 049 TIME 07:34 AM R.E. NAME: FREMPONG, SAM 07-215934 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANNUAL SOLID WASTE -10,000.00 002 ANNUAL 2013 SOLID WS -10,000.00 014 ANNUAL SOLID WASTE 10,000.00 015 ANNUAL SOLID WASTE 10,000.00 015 RESTAKING CHARGES -1,420.00 039 CONCRETE TESTING -4,200.00 040 RESTAKING CHARGES -1,420.00 040 RESTAKING CHARGES -710.00 040 RESTAKING -3,550.00 047 0.00 -11,300.00 LABOR COMPLIANCE VIOLATION MISSING CPR'S MAY -5,000.00 006 MISSING CPR'S MAY 5,000.00 009 MISSING FEB&MAR CPR -4,000.00 017 MISSING FEB&MAR CPR 4,000.00 018 JULY CPR'S MISSING -10,000.00 020 JULY CPR'S MISSING 10,000.00 023 OCTOBER MISSING CPR -7,000.00 023 NOV MISSING CPR -4,000.00 024 OCTOBER MISSING CPR 7,000.00 024 NOV MISSING CPR 4,000.00 025 MISSING CPR'S -10,000.00 030 MISSING CPR'S 10,000.00 031 DELINQ APR-DEC15 CPR -10,000.00 039 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -21,300.00 PROGRAM CAS145 PAGE 1 DATE 11/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 07:34 AM ESTIMATE NO. 049 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 11/28/16 LOCATION PROGRESS ESTIMATE 07-LA-5-2.7/4.0 ----------------- FLATIRON WEST INC IN LOS ANGELES COUNTY IN SANTA FE 1770 LA COSTA MEADOWS DRIVE SPRINGS AND NORWALK FROM 0.1 MILE SAN MARCOS CA 92078 NORTH OF CARMENITA ROAD OVERCROSSING TO 0.1 MILE NORTH OF SILVERBOW AVENUE PEDESTRIAN OVER FED. AID NO. N O N E WIDEN AND REALIGN FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.750 7,500 002 TEMPORARY FENCE (TYPE CL-6) LF 8.0000 34,400.00 110.000 880.00 6,157.000 49,256 003 30' TEMPORARY CHAIN LINK GATE EA 3,000.0000 3,000.00 0.000 0 (TYPE CL-6) 004 12' TEMPORARY CHAIN LINK GATE EA 1,000.0000 2,000.00 0.000 0 (TYPE CL-6) 005 38' TEMPORARY ROLLING CHAIN LINK GATE EA 10,000.0000 10,000.00 1.000 10,000 006 TEMPORARY PEDESTRIAN ACCESS STRUCTURE LS 200,000.0000 200,000.00 1.000 200,000 007 CONSTRUCTION SITE MANAGEMENT LS 350,000.0000 350,000.00 0.005 1,750.00 0.990 346,500 008 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.900 4,500 PREVENTION PLAN 009 TEMPORARY MULCH SQYD 0.7500 7,500.00 0.000 0 010 TEMPORARY EROSION CONTROL BLANKET SQYD 0.0700 3,122.00 0.000 0 011 TEMPORARY FIBER ROLL LF 4.0000 54,800.00 23,906.000 95,624 012 TEMPORARY GRAVEL BAG BERM LF 4.0000 113,200.00 18,602.000 74,408 013 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 25,000.00 12.000 30,000 014 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 140,000.00 1.000 5,000.00 17.000 85,000 015 TEMPORARY COVER SQYD 2.5000 15,000.00 22,610.900 56,527 016 MOVE-IN/MOVE-OUT EA 500.0000 4,000.00 0.000 0 (TEMPORARY EROSION CONTROL) 017 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 60,000.00 6.000 1,800.00 45.000 13,500 018 STREET SWEEPING LS 400,000.0000 400,000.00 0.010 4,000.00 0.960 384,000 019 TEMPORARY SOIL BINDER SQYD 0.5000 22,300.00 0.000 0 020 RAIN EVENT ACTION PLAN EA 500.0000 41,000.00 1.000 500.00 28.000 14,000 021 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 4.000 8,000 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 10,400.00 8.000 1,600 PROGRAM CAS145 PAGE 2 DATE 11/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 07:34 AM ESTIMATE NO. 049 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 11/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TIME-RELATED OVERHEAD (WDAY) WDAY 3,300.0000 3,036,000.00 19.000 62,700.00 950.000 3,135,000 024 CONSTRUCTION AREA SIGNS LS 115,000.0000 115,000.00 0.010 1,150.00 0.956 109,940 025 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.008 4,000.00 0.961 480,500 026 TYPE II BARRICADE EA 75.0000 3,900.00 42.000 3,150 027 TRAFFIC CONE EA 20.0000 2,200.00 36.000 720 028 TYPE III BARRICADE EA 150.0000 3,450.00 28.000 4,200 029 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 17,500.00 401.000 14,035 030 TEMPORARY RAILING (TYPE K) LF 10.0000 503,500.00 50,442.000 504,420 031 TEMPORARY CRASH CUSHION MODULE EA 225.0000 90,000.00 334.000 75,150 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4100 10,250.00 15,692.000 6,433 STRIPE (HAZARDOUS WASTE) 033 ABANDON CULVERT LF 10.0000 8,200.00 753.100 7,531 034 ABANDON MANHOLE EA 1,400.0000 1,400.00 1.000 1,400 035 ABANDON SEWER LF 4.0000 7,160.00 1,786.000 7,144 036 ABANDON SANITARY SEWER MANHOLE EA 1,300.0000 9,100.00 7.000 9,100 037 OBLITERATE SURFACING SQYD 1.0000 17,300.00 17,238.000 17,238 038 REMOVE CHAIN LINK FENCE LF 3.0000 18,720.00 180.000 540.00 7,527.000 22,581 039 REMOVE METAL BEAM GUARD RAILING LF 8.0000 56,160.00 6,933.200 55,465 040 REMOVE DOUBLE METAL BEAM BARRIER LF 13.0000 38,870.00 3,144.800 40,882 041 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 38,700.00 43,238.000 12,971 042 REMOVE PAVEMENT MARKING SQFT 1.5000 9,885.00 386.000 579 043 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 16,590.00 2,148.000 644 044 REMOVE PAVEMENT MARKER EA 0.5100 9,078.00 4,695.000 2,394 045 REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM EA 200.0000 1,000.00 0.000 0 046 REMOVE ROADSIDE SIGN (WOOD POST) EA 112.0000 9,856.00 69.000 7,728 047 REMOVE ROADSIDE SIGN (METAL POST) EA 150.0000 8,100.00 30.000 4,500 048 REMOVE ROADSIDE SIGN EA 100.0000 5,400.00 30.000 3,000 (STRAP AND SADDLE BRACKET METHOD) 049 REMOVE SIGN STRUCTURE EA 3,000.0000 18,000.00 6.000 18,000 PROGRAM CAS145 PAGE 3 DATE 11/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 07:34 AM ESTIMATE NO. 049 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 11/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE SIGN PANEL EA 625.0000 4,375.00 7.000 4,375 051 REMOVE BRIDGE MOUNTED SIGN EA 1,245.0000 3,735.00 3.000 3,735 052 REMOVE PIPE LF 14.0000 33,460.00 2,029.900 28,418 053 REMOVE INLET EA 240.0000 6,000.00 30.000 7,200 054 REMOVE SEWER MANHOLE EA 900.0000 2,700.00 3.000 2,700 055 REMOVE REINFORCED CONCRETE BOX CULVERT CY 20.0000 18,400.00 920.000 18,400 056 REMOVE MANHOLE EA 815.0000 815.00 1.000 815 057 REMOVE RETAINING WALL LF 5.0000 7,600.00 80.000 400 058 REMOVE SEWER PIPE LF 14.0000 3,080.00 195.000 2,730 059 REMOVE CONCRETE PAVEMENT SQYD 4.1500 121,180.00 29,202.000 121,188 060 REMOVE BASE AND SURFACING CY 15.0000 47,700.00 8,642.000 129,630 061 RELOCATE ROADSIDE SIGN (METAL POST) EA 130.0000 3,250.00 6.000 780 062 ADJUST SEWER MANHOLE EA 975.0000 2,925.00 1.000 975 063 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 38,700.00 0.000 0 064 REMOVE CONCRETE CY 120.0000 58,800.00 555.650 66,678 065 REMOVE CONCRETE SIDEWALK AND DRIVEWAY SQFT 0.7500 59,625.00 40,846.000 30,634 066 REMOVE CONCRETE (CURB AND GUTTER) LF 3.3000 120,120.00 33,904.000 111,883 067 REMOVE PORTABLE CONCRETE BARRIER LF 7.0000 12,670.00 0.000 0 (TYPE 60K) 068 REMOVE MASONRY BLOCK WALL LF 14.0000 9,520.00 75.000 1,050 069 REMOVE SOUND WALL (LF) LF 4.0000 9,640.00 2,330.500 9,322 070 CAP INLET EA 1,135.0000 2,270.00 1.000 1,135 071 CAP SEWER MANHOLE EA 1,730.0000 1,730.00 1.000 1,730 072 BRIDGE REMOVAL, LOCATION A LS 170,000.0000 170,000.00 1.000 170,000 073 BRIDGE REMOVAL, LOCATION B LS 155,000.0000 155,000.00 1.000 155,000 074 BRIDGE REMOVAL, LOCATION C LS 122,000.0000 122,000.00 1.000 122,000 075 BRIDGE REMOVAL, LOCATION D LS 54,000.0000 54,000.00 1.000 54,000 076 BRIDGE REMOVAL (PORTION), LOCATION A LS 10,000.0000 10,000.00 1.000 10,000 PROGRAM CAS145 PAGE 4 DATE 11/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 07:34 AM ESTIMATE NO. 049 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 11/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BRIDGE REMOVAL (PORTION), LOCATION B LS 25,000.0000 25,000.00 1.000 25,000 078 BRIDGE REMOVAL (PORTION), LOCATION C LS 15,000.0000 15,000.00 1.000 15,000 079 CLEARING AND GRUBBING LS 250,000.0000 250,000.00 1.000 250,000 080 ROADWAY EXCAVATION CY 12.0000 1,692,000.00 135,971.000 1,631,652 081 ROADWAY EXCAVATION (CONTAMINATED SOIL) CY 200.0000 74,000.00 546.000 109,200 082 ROADWAY EXCAVATION (TYPE Y-2) CY 8.0000 76,800.00 13,714.000 109,712 (AERIALLY DEPOSITED LEAD) 083 LEAD COMPLIANCE PLAN LS 15,000.0000 15,000.00 1.000 15,000 084 ADL BURIAL LOCATION REPORT LS 9,000.0000 9,000.00 0.000 0 085 HAZARDOUS MATERIALS MITIGATION PLANS LS 25,000.0000 25,000.00 1.000 25,000 086 STRUCTURE EXCAVATION CY 20.0000 6,440.00 322.000 6,440 (F) 087 STRUCTURE EXCAVATION (BRIDGE) CY 35.0000 984,025.00 28,115.000 984,025 (F) 088 STRUCTURE EXCAVATION (AUSTIN VAULT) CY 10.0000 36,750.00 1,683.000 16,830 (F) 089 STRUCTURE EXCAVATION (RETAINING WALL) CY 14.0000 254,996.00 18,195.000 254,730 (F) 090 STRUCTURE EXCAVATION (TYPE Y-2) CY 20.0000 168,480.00 4,300.000 86,000 (F) (AERIALLY DEPOSITED LEAD) 091 SAND BED (AUSTIN VAULT) CY 60.0000 15,600.00 0.000 0 092 STRUCTURE BACKFILL CY 25.0000 4,775.00 191.000 4,775 (F) 093 STRUCTURE BACKFILL (AUSTIN VAULT) CY 45.0000 21,690.00 221.000 9,945 (F) 094 STRUCTURE BACKFILL (BRIDGE) CY 30.0000 543,900.00 15,735.050 472,051 (F) 095 STRUCTURE BACKFILL (RETAINING WALL) CY 20.0000 596,700.00 986.000 19,720.00 20,875.000 417,500 (F) 096 PERVIOUS BACKFILL MATERIAL (RETAINING CY 70.0000 170,310.00 1,343.000 94,010 (F) WALL) 097 SAND BACKFILL CY 90.0000 18,900.00 205.380 18,484 098 LEAN CONCRETE BACKFILL CY 450.0000 29,250.00 65.000 29,250 (F) 099 DITCH EXCAVATION CY 55.0000 1,430.00 25.430 1,398 100 IMPORTED BORROW CY 0.5500 70,400.00 103,782.600 57,080 101 HIGHWAY PLANTING LS 300,000.0000 300,000.00 0.000 0 102 ROCK BLANKET SQYD 73.0000 452,600.00 1,861.000 135,853 103 PLANT ESTABLISHMENT WORK LS 70,000.0000 70,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 11/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 07:34 AM ESTIMATE NO. 049 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 11/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 IRRIGATION SYSTEM LS 270,000.0000 270,000.00 0.000 0 105 3" SUPPLY LINE (BRIDGE) LF 71.0000 66,030.00 0.000 0 (F) 106 IRRIGATION SLEEVE LF 52.0000 26,520.00 305.000 15,860 107 8" WELDED STEEL PIPE CONDUIT LF 99.0000 59,400.00 228.000 22,572 (.250" THICK) 108 CLASS 4 AGGREGATE SUBBASE CY 16.0000 104,640.00 2,808.000 44,928 109 CLASS 2 AGGREGATE BASE (CY) CY 23.0000 136,620.00 7,961.500 183,114 110 CLASS 3 AGGREGATE BASE (CY) CY 21.0000 1,014,300.00 35,349.550 742,340 111 LEAN CONCRETE BASE CY 68.0000 2,101,200.00 15,671.810 1,065,683 112 LEAN CONCRETE BASE CY 235.0000 32,900.00 0.000 0 (RAPID SETTING CONCRETE) 113 HOT MIX ASPHALT TON 67.0000 2,190,900.00 17,193.020 1,151,932 114 DATA CORE LS 1,250.0000 1,250.00 0.000 0 115 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 13.0000 1,430.00 0.000 0 116 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 12,660.00 1,575.000 9,450 117 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.0000 2,480.00 142.000 1,136 118 PLACE HOT MIX ASPHALT SQYD 11.0000 15,730.00 1,214.000 13,354 (MISCELLANEOUS AREA) 119 TACK COAT TON 500.0000 3,000.00 10.900 5,450 120 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 121 JOINTED PLAIN CONCRETE PAVEMENT CY 134.0000 5,963,000.00 30,523.230 4,090,112 122 JOINTED PLAIN CONCRETE CY 350.0000 105,000.00 0.000 0 (RAPID STRENGTH CONCRETE) 123 INDIVIDUAL SLAB REPLACEMENT CY 900.0000 117,000.00 0.000 0 (RAPID STRENGTH CONCRETE) 124 SEAL PAVEMENT JOINT LF 3.5000 217,700.00 0.000 0 125 SEAL ISOLATION JOINT LF 10.0000 10,000.00 0.000 0 126 CRACK EXISTING CONCRETE PAVEMENT SQYD 2.0000 39,200.00 19,561.000 39,122 127 FURNISH 24" STEEL PIPE PILING LF 76.0000 3,529,592.00 45,754.000 3,477,304 128 DRIVE 24" STEEL PIPE PILE EA 920.0000 896,080.00 970.000 892,400 129 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 43.0000 908,805.00 3,366.000 144,738.00 22,834.850 981,898 130 FURNISH PILING (CLASS 90) LF 23.5000 1,647,585.00 56,746.730 1,333,548 PROGRAM CAS145 PAGE 6 DATE 11/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 07:34 AM ESTIMATE NO. 049 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 11/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 DRIVE PILE (CLASS 90) EA 460.0000 869,860.00 1,535.000 706,100 132 16" CAST-IN-DRILLED-HOLE CONCRETE LF 42.0000 521,346.00 978.000 41,076.00 10,413.500 437,367 PILING (SOUND WALL) 133 24" CAST-IN-DRILLED-HOLE CONCRETE LF 59.0000 7,670.00 43.000 2,537.00 182.750 10,782 PILING (SOUND WALL) 134 PRESTRESSING CAST-IN-PLACE CONCRETE LS 650,000.0000 650,000.00 0.062 40,300.00 0.923 599,950 135 TEMPORARY PRESTRESSING CAST-IN-PLACE LS 17,000.0000 17,000.00 1.000 17,000 CONCRETE 136 STRUCTURAL CONCRETE CY 230.0000 30,130.00 131.000 30,130 137 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 250.0000 1,257,500.00 4,865.000 1,216,250 (F) 138 STRUCTURAL CONCRETE, BRIDGE CY 400.0000 7,364,000.00 751.150 300,460.00 18,029.150 7,211,660 (F) 139 STRUCTURAL CONCRETE, RETAINING WALL CY 275.0000 3,420,175.00 793.630 218,248.25 10,033.550 2,759,226 (F) 140 STRUCTURAL CONCRETE, APPROACH SLAB CY 650.0000 16,250.00 25.000 16,250 (F) (TYPE EQ) 141 STRUCTURAL CONCRETE, APPROACH SLAB CY 420.0000 525,000.00 1,053.500 442,470 (F) (TYPE N) 142 STRUCTURAL CONCRETE, BOX CULVERT CY 575.0000 1,227,625.00 1,931.560 1,110,647 (F) 143 STRUCTURE CONCRETE (AUSTIN VAULT) CY 330.0000 213,180.00 283.000 93,390 (F) 144 MINOR CONCRETE (MINOR STRUCTURE) CY 1,300.0000 590,200.00 287.670 373,971 (F) 145 MINOR CONCRETE (BACKFILL) CY 140.0000 21,840.00 140.700 19,698 (F) 146 PILASTER, SOUND WALL CY 1,330.0000 158,270.00 48.700 64,771 (F) 147 ARCHITECTURAL TREATMENT (AUSTIN VAULT) SQFT 13.0000 14,950.00 1,150.000 14,950 (F) 148 ARCHITECTURAL TREATMENT SQFT 14.0000 323,820.00 11,191.000 156,674 (F) (SUNRAY - SPLIT SLATE) 149 ARCHITECTURAL TREATMENT (BRIDGE) SQFT 40.0000 42,800.00 963.000 38,520 (F) 150 ARCHITECTURAL TREATMENT (SLOPE PAVING) SQFT 40.0000 79,000.00 0.000 0 (F) 151 ARCHITECTURAL TREATMENT (SPLIT SLATE) SQFT 30.0000 87,000.00 2,168.100 65,043 (F) 152 ARCHITECTURAL TREATMENT SQFT 3.0000 282,075.00 54,810.000 164,430 (F) (SPLIT SLATE - FRACTURED RIB) 153 DRILL AND BOND DOWEL LF 60.0000 900.00 20.000 1,200 154 REPAIR SOFFIT SURFACE AREA SQFT 75.0000 3,525.00 0.000 0 155 SOUND WALL (MASONRY BLOCK) SQFT 14.0000 1,276,030.00 41,380.000 579,320 (F) 156 PTFE BEARING EA 2,500.0000 20,000.00 8.000 20,000 157 PTFE SPHERICAL BEARING EA 7,000.0000 42,000.00 6.000 42,000 PROGRAM CAS145 PAGE 7 DATE 11/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 07:34 AM ESTIMATE NO. 049 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 11/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 JOINT SEAL (MR 1/2") LF 25.0000 5,475.00 238.500 5,962 159 JOINT SEAL (MR 1") LF 30.0000 750.00 26.470 794 160 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 350.0000 39,900.00 114.000 39,900 161 JOINT SEAL ASSEMBLY (MR 3") LF 365.0000 28,470.00 78.000 28,470 162 JOINT SEAL (MR 2") LF 75.0000 97,500.00 906.500 67,987 163 BAR REINFORCING STEEL LB 0.8500 36,028.95 39,587.000 33,648 (F) 164 BAR REINFORCING STEEL (BRIDGE) LB 0.7300 3,826,952.00 4,637,659.000 3,385,491 (F) 165 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8100 1,659,455.10 85,766.000 69,470.46 1,880,511.000 1,523,213 (F) 166 BAR REINFORCING STEEL (AUSTIN VAULT) LB 0.8000 127,559.20 69,325.000 55,460 (F) 167 BAR REINFORCING STEEL (BOX CULVERT) LB 0.8000 363,325.60 4,541.000 3,632.80 387,205.800 309,764 (F) 168 HEADED BAR REINFORCEMENT EA 15.0000 18,555.00 1,237.000 18,555 (F) 169 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.0000 25,432.00 0.000 0 (F) WITH WALKWAY) 170 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.5000 9,537.00 0.000 0 (F) WITH WALKWAY) 171 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 4.7000 96,702.50 7,585.000 35,649 (F) 172 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.5000 10,287.50 7,585.000 3,792 (F) 173 FURNISH SIGN STRUCTURE (TRUSS) LB 3.8000 741,532.00 117,600.000 446,880 (F) 174 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1500 29,271.00 120,000.000 18,000 (F) 175 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 10.0000 23,600.00 1,183.400 11,834 176 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 10.0000 1,200.00 0.000 0 177 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 9,200.00 0.000 0 (0.063"-UNFRAMED) 178 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 2,640.00 0.000 0 (0.080"-UNFRAMED) 179 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,850.00 42.000 630 (0.063"-FRAMED) 180 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,950.00 64.000 960 (0.080"-FRAMED) 181 INSTALL SIGN PANEL ON SOUND WALL EA 500.0000 6,000.00 0.000 0 182 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 535.0000 37,450.00 26.000 13,910 (SIGN FOUNDATION) 183 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 770.0000 207,900.00 218.000 167,860 (SIGN FOUNDATION) 184 METAL (ROADSIDE SIGN) EA 350.0000 25,550.00 9.000 3,150 PROGRAM CAS145 PAGE 8 DATE 11/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 07:34 AM ESTIMATE NO. 049 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 11/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 METAL (BARRIER MOUNTED SIGN) LB 16.0000 17,120.00 0.000 0 186 ROADSIDE SIGN - ONE POST EA 430.0000 18,060.00 9.000 3,870 187 ROADSIDE SIGN - TWO POST EA 1,020.0000 2,040.00 1.000 1,020 188 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 130.0000 6,500.00 1.000 130 METHOD) 189 INSTALL SIGN OVERLAY SQFT 25.0000 725.00 0.000 0 190 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 25.0000 9,750.00 0.000 0 191 INSTALL ROADSIDE SIGN PANEL ON EA 110.0000 220.00 0.000 0 EXISTING POST 192 INSTALL ROADSIDE SIGN EA 2,600.0000 2,600.00 0.000 0 (LAMINATED WOOD BOX POST) 193 24" PLASTIC PIPE LF 110.0000 8,360.00 57.500 6,325 194 15" REINFORCED CONCRETE PIPE LF 55.0000 15,400.00 288.900 15,889 195 18" REINFORCED CONCRETE PIPE LF 45.0000 87,300.00 394.500 17,752.50 958.600 43,137 196 24" REINFORCED CONCRETE PIPE LF 46.0000 588,800.00 207.700 9,554.20 8,496.300 390,829 197 30" REINFORCED CONCRETE PIPE LF 70.0000 62,300.00 1,005.200 70,364 198 18" SLOTTED CORRUGATED STEEL PIPE LF 110.0000 29,700.00 318.000 34,980 (.079" THICK) 199 6" NON-PERFORATED PLASTIC PIPE LF 43.0000 4,300.00 60.600 2,605 UNDERDRAIN 200 6" PLASTIC PIPE UNDERDRAIN LF 17.0000 10,880.00 0.000 0 (AUSTIN VAULT) 201 FILTER FABRIC (AUSTIN VAULT) SQYD 4.0000 2,280.00 0.000 0 202 PERMEABLE MATERIAL (AUSTIN VAULT) CY 60.0000 13,200.00 0.000 0 203 12" WELDED STEEL PIPE CASING (BRIDGE) LF 180.0000 19,080.00 53.000 9,540 204 JACKED 24" WELDED STEEL PIPE LF 485.0000 116,400.00 255.000 123,675 (.250" THICK) 205 36" PRECAST CONCRETE PIPE MANHOLE LF 735.0000 36,750.00 34.200 25,137 206 10" VITRIFIED CLAY SEWER PIPE LF 80.0000 93,600.00 1,101.000 88,080 207 15" VITRIFIED CLAY SEWER PIPE LF 82.0000 24,600.00 279.000 22,878 208 6" SEWER PIPE (LATERAL) LF 265.0000 7,155.00 27.000 7,155 209 SEWER MANHOLE FRAME AND COVER EA 270.0000 2,970.00 11.000 2,970 210 SANITARY SEWER MANHOLE EA 8,000.0000 88,000.00 13.000 104,000 211 SLOPE PAVING (CONCRETE) CY 650.0000 59,150.00 0.000 0 (F) PROGRAM CAS145 PAGE 9 DATE 11/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 07:34 AM ESTIMATE NO. 049 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 11/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 GABION (AUSTIN VAULT) CY 315.0000 12,600.00 0.000 0 213 MINOR CONCRETE (DITCH LINING) CY 480.0000 91,200.00 6.100 2,928 214 MINOR CONCRETE (CHANNEL LINING) CY 1,010.0000 65,650.00 15.000 15,150 215 MINOR CONCRETE (GUTTER DEPRESSION) CY 600.0000 3,600.00 2.800 1,680 216 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 325.0000 598,000.00 1,200.790 390,256 AND DRIVEWAY) 217 MINOR CONCRETE (RETAINING CURB) CY 700.0000 16,800.00 0.000 0 218 MINOR CONCRETE (TEXTURED PAVING) SQFT 10.0000 211,000.00 4,243.290 42,432 219 MINOR CONCRETE (CURB RAMP) CY 1,000.0000 47,000.00 16.740 16,740 220 MISCELLANEOUS IRON AND STEEL LB 2.0000 178,872.00 56,611.000 113,222 (F) 221 MISCELLANEOUS METAL (AUSTIN VAULT) LB 14.0000 3,220.00 0.000 0 222 ISOLATION CASING LB 7.0000 102,900.00 14,700.000 102,900 (F) 223 MISCELLANEOUS METAL (BRIDGE) LB 7.0000 68,614.00 7,513.000 52,591 (F) 224 BRIDGE DECK DRAINAGE SYSTEM LB 7.5000 83,025.00 8,623.000 64,672 (F) 225 CHAIN LINK FENCE (TYPE CL-6) LF 21.0000 26,040.00 0.000 0 226 4' CHAIN LINK GATE (TYPE CL-6) EA 700.0000 2,100.00 0.000 0 227 12' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 7,500.00 0.000 0 228 METAL BEAM GUARD RAILING LF 27.0000 4,320.00 0.000 0 229 METAL HANDRAILING LF 71.0000 36,920.00 520.000 36,920 230 CHAIN LINK RAILING (TYPE 6 MODIFIED) LF 28.0000 71,960.00 2,564.000 71,792 231 CHAIN LINK RAILING (TYPE 3 MODIFIED) LF 138.0000 139,380.00 1,010.000 139,380 (F) 232 CHAIN LINK RAILING (TYPE 3L MODIFIED 1) LF 146.0000 64,240.00 440.000 64,240 (F) 233 CHAIN LINK RAILING (TYPE 3L MODIFIED 2) LF 113.0000 222,610.00 1,773.000 200,349 (F) 234 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 120.0000 121,200.00 1,010.000 121,200 (F) 235 CABLE RAILING LF 22.0000 12,760.00 307.000 6,754 (F) 236 TRANSITION RAILING (TYPE WB) EA 3,100.0000 6,200.00 0.000 0 237 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,900.0000 5,800.00 0.000 0 238 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 4,400.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 11/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 07:34 AM ESTIMATE NO. 049 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 11/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CRASH CUSHION (ADIEM) EA 23,500.0000 23,500.00 0.000 0 240 CRASH CUSHION (REACT 9CBB) EA 48,500.0000 48,500.00 1.000 48,500 241 CONCRETE BARRIER (TYPE 60G) LF 52.0000 338,000.00 4,482.000 233,064 242 CONCRETE BARRIER (TYPE 60GE) LF 410.0000 155,800.00 145.000 59,450 243 CONCRETE BARRIER (TYPE 60E MODIFIED) LF 290.0000 104,400.00 0.000 0 244 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 116.0000 319,000.00 2,533.000 293,828 245 CONCRETE BARRIER (TYPE 60GA MODIFIED) LF 135.0000 87,210.00 614.000 82,890 (F) 246 CONCRETE BARRIER (TYPE 736 MODIFIED 1) LF 90.0000 108,000.00 1,140.300 102,627 (F) 247 CONCRETE BARRIER (TYPE 736 MODIFIED 2) LF 90.0000 41,490.00 0.000 0 (F) 248 CONCRETE BARRIER (TYPE 736A MODIFIED 2) LF 88.0000 343,464.00 858.800 75,574 (F) 249 CONCRETE BARRIER (TYPE 736SV MODIFIED) LF 100.0000 340,400.00 1,923.000 192,300 (F) 250 CONCRETE BARRIER (TYPE 736A MODIFIED 1) LF 61.0000 177,815.00 2,783.000 169,763 (F) 251 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4100 18,491.00 0.000 0 252 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 9,933.00 0.000 0 253 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 3,444.00 0.000 0 (BROKEN 12-3) 254 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0500 52,765.00 0.000 0 255 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 444.00 0.000 0 (BROKEN 6-1) 256 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 7,140.00 0.000 0 (BROKEN 36-12) 257 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 3,930.00 0.000 0 (BROKEN 17-7) 258 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2500 36,000.00 155,258.000 38,814 259 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0500 3,904.00 2,322.000 7,082 260 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 11,660.00 4,210.000 4,631 261 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1000 31,310.00 2,209.000 6,847 262 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,600.0000 3,600.00 0.500 1,800 SYSTEM ELEMENTS DURING CONSTRUCTION 263 SIGNAL AND LIGHTING LS 2,600.0000 2,600.00 0.760 1,976 264 SIGNAL AND LIGHTING (LOCATION 2) LS 123,000.0000 123,000.00 0.000 0 265 SIGNAL AND LIGHTING LS 123,000.0000 123,000.00 0.815 100,245 (CITY STREET LOCATION 1) PROGRAM CAS145 PAGE 11 DATE 11/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 07:34 AM ESTIMATE NO. 049 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 11/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 SIGNAL AND LIGHTING LS 133,000.0000 133,000.00 0.025 3,325 (CITY STREET LOCATION 2) 267 SIGNAL AND LIGHTING LS 128,000.0000 128,000.00 0.146 18,688 (CITY STREET LOCATION 3) 268 MODIFY SIGNAL AND LIGHTING LS 255,000.0000 255,000.00 0.734 187,170 (CITY STREET LOCATION 4) 269 LIGHTING (TEMPORARY) LS 123,000.0000 123,000.00 0.800 98,400 270 LIGHTING (CITY STREET) LS 576,000.0000 576,000.00 0.001 576.00 0.710 408,960 271 LIGHTING AND SIGN ILLUMINATION LS 373,000.0000 373,000.00 0.512 190,976 272 INTERCONNECTION CONDUIT AND CABLE (LS) LS 30,600.0000 30,600.00 0.445 13,617 273 COMMUNICATION CONDUIT (BRIDGE) (LF) LF 21.0000 26,565.00 950.000 19,950 (F) 274 ELECTRIC SERVICE (IRRIGATION) LS 25,500.0000 25,500.00 0.253 6,451 275 MODIFY TRAFFIC MONITORING STATION LS 5,100.0000 5,100.00 0.250 1,275 276 TRAFFIC MONITORING STATION LS 31,000.0000 31,000.00 0.358 11,098 277 MODIFY COMMUNICATION SYSTEM LS 230,000.0000 230,000.00 0.558 128,340 278 WORK AT NORWALK HUB AND LOS ANGELES LS 15,000.0000 15,000.00 0.000 0 REGIONAL TRANSPORTATION MANAGEMENT CENTER 279 RAMP METERING SYSTEM LS 163,300.0000 163,300.00 0.447 72,995 280 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 194,000.0000 194,000.00 0.825 160,050 281 MODIFY LIGHTING AND SIGN ILLUMINATION LS 10,200.0000 10,200.00 1.000 10,200 282 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 283 CHAIN LINK FENCE (TYPE CL-6, SLATTED) LF 27.0000 18,900.00 0.000 0 284 TEMPORARY FENCE (TYPE CL-6, SLATTED) LF 17.0000 8,330.00 0.000 0 285 REMOVE STEEL PIPE LF 45.0000 1,260.00 0.000 0 286 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 100.0000 25,500.00 286.500 28,650 287 STRUCTURAL CONCRETE, SOUND WALL CY 595.0000 23,800.00 0.000 0 288 CONCRETE BARRIER (TYPE 736 SV MODIFIED1) LF 100.0000 15,200.00 65.300 6,530 PROGRAM CAS145 PAGE 12 DATE 11/28/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 07:34 AM ESTIMATE NO. 049 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 11/28/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 950,385.21 53,364,621.52 ADJUSTMENT OF COMPENSATION 0.00 544,483.36 EXTRA WORK 78,743.41 3,780,015.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,029,128.62 57,689,120.01 289 MOBILIZATION LS 7,063,000.0000 7,063,000.00 1.000 7,063,000 ORIGINAL CONTRACT AMOUNT 74,580,828.85 TOTAL WORK COMPLETED 1,029,128.62 64,752,120.01 MATERIALS ON HAND ON SITE 795,890.93 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -21,300.00 TOTAL 1,029,128.62 65,526,710.94 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 09/18/12 1170 11/13/12 01/30/13 08/31/17 952 45 0 0 81% 81% PROGRESS IS SATISFACTORY FREMPONG, SAM RESIDENT ENGINEER PROGRAM CAS145 DATE 11/28/16