PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 10/19/17 EST. NO. 011 TIME 12:58 PM R.E. NAME: COLLINS, RON 02-0E24U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0001 4,400.00 E.W. @ L.S.(+) 080117 N 001 0 0002 1,200.00 A.C. @ U.P.(+) 080117 N 004A 0 005 0015 2,221.25 E.W. @ F.A.(+) 071017 N 0044.0 006 0006 22,561.00 E.W. @ F.A.(+) 071517 N 006A 0 009 0008 2,997.31 E.W. @ F.A.(+) 072117 N 0042.0 0009 15,360.90 072117 N 0043.0 0010 11,080.36 072517 N 0045.0 010 0004 3,340.75 E.W. @ F.A.(+) 071817 N 0046.0 0005 2,750.00 083117 N 0047.0 0006 2,634.58 071917 N 0048.0 0007 1,649.09 072017 N 0049.0 0008 808.46 081017 N 0050.0 0009 3,170.56 082917 N 0051.0 0010 2,271.32 083017 N 0052.0 0011 1,417.13 083117 N 0053.0 0012 1,736.14 090717 N 0054.0 0013 4,455.94 090817 N 0055.0 0014 626.62 091317 N 0056.0 0015 2,452.59 091517 N 0058.0 0016 4,978.04 090517 N 0060.0 0017 3,507.64 092117 N 386656 012 0001 1,071.22 E.W. @ F.A.(+) 091517 N 0061.0 0002 1,769.62 091817 N 0062.0 0003 892.20 091917 N 0063.0 0004 71,079.03 092017 N 0064.0 0006 4,053.33 092117 N 0066.0 174,485.08 TOTAL THIS ESTIMATE 271,159.78 TOTAL PREVIOUS ESTIMATE 445,644.86 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 10/19/17 EST. NO. 011 TIME 12:58 PM R.E. NAME: COLLINS, RON 02-0E24U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING 2016 CEM4401 -10,000.00 011 -10,000.00 -10,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 011 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 11/16 -1,000.00 002 RTN DEDUCT 11/16 1,000.00 003 PER LTR DATED 7/17 -6,000.00 008 PER LTR DATED 8/17 -10,000.00 009 PER LTR DATED 9/17 -10,000.00 010 RTN DEDUCT 7/17 6,000.00 010 CERTIFIED PAYROLLS -8,000.00 011 -8,000.00 -28,000.00 OVERBID ITEMS OVERBID ITEM NO. 127 -62,529.98 001 OVERBID ITEM NO. 127 -31,264.99 002 OVERBID ITEM NO. 127 -25,011.99 006 OVERBID ITEM NO. 127 -6,253.00 008 OVERBID ITEM NO. 127 125,059.96 011 125,059.96 0.00 TOTAL DEDUCTIONS 97,059.96 -48,000.00 PROGRAM CAS145 PAGE 1 DATE 10/19/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0E24U4 TIME 12:58 PM ESTIMATE NO. 011 BID OPENING 06/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/26/17 R.E. NAME: COLLINS, RON DATE OF THIS ESTIMATE 10/19/17 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 02-PLU-89-19.8/20.8 ---------------------------------------- KNIFE RIVER CONSTRUCTION IN PLUMAS COUNTY AT GREENVILLE FROM 1764 SKYWAY 0.1 MILE SOUTH OF SOUTH GREENVILLE CHICO CA 95928 OVERHEAD TO 01. SOUTH OF HILLSIDE DRIVE FED. AID NO. STP-P089(118)E SIDEWALKS AND PAVEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.300 1,500.00 1.000 5,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 500.0000 65,000.00 6.500 3,250.00 130.000 65,000 004 CONSTRUCTION AREA SIGNS LS 4,495.0000 4,495.00 0.050 224.75 1.000 4,495 005 TRAFFIC CONTROL SYSTEM LS 275,000.0000 275,000.00 0.050 13,750.00 1.000 275,000 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 12,000.0000 12,000.00 0.050 600.00 1.000 12,000 007 JOB SITE MANAGEMENT LS 30,000.0000 30,000.00 0.050 1,500.00 1.000 30,000 008 PREPARE STORM WATER POLLUTION PREVENTION LS 1,690.0000 1,690.00 0.050 84.50 1.000 1,690 PLAN 009 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000.00 1.000 2,000 010 MOVE-IN/MOVE-OUT EA 1,000.0000 2,000.00 0.000 0 (TEMPORARY EROSION CONTROL) 011 TEMPORARY COVER SQYD 3.0000 24,000.00 1,800.000 5,400 012 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 23,500.00 18.000 9,000.00 34.000 17,000 013 TEMPORARY FIBER ROLL LF 4.0000 600.00 250.000 1,000 014 TEMPORARY GRAVEL BAG BERM LF 6.0000 600.00 0.000 0 015 TEMPORARY SILT FENCE LF 4.0000 4,400.00 0.000 0 016 TEMPORARY CONCRETE WASHOUT LS 2,000.0000 2,000.00 0.050 100.00 1.000 2,000 017 TREATED WOOD WASTE LB 1.4000 4,438.00 3,890.000 5,446 018 REMOVE FLARED END SECTION EA 250.0000 250.00 1.000 250 019 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 900.00 9.000 900 020 REMOVE ROADSIDE SIGN EA 45.0000 180.00 4.000 180 (STRAP AND SADDLE BRACKET METHOD) 021 REMOVE ROADSIDE SIGN (STEEL POST) EA 100.0000 900.00 9.000 900 022 REMOVE ASPHALT CONCRETE DIKE LF 50.0000 750.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 10/19/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0E24U4 TIME 12:58 PM ESTIMATE NO. 011 BID OPENING 06/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/26/17 R.E. NAME: COLLINS, RON DATE OF THIS ESTIMATE 10/19/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CULVERT (LF) LF 64.0000 87,680.00 1,437.500 92,000 024 REMOVE INLET EA 515.0000 8,240.00 21.000 10,815 025 REMOVE HEADWALL EA 1,025.0000 4,100.00 4.000 4,100 026 REMOVE BOLLARD EA 250.0000 1,500.00 6.000 1,500 027 RECONSTRUCT FENCE LF 41.0000 10,660.00 149.000 6,109 028 RECONSTRUCT GUARDRAIL LF 140.0000 13,300.00 95.000 13,300 029 RESET GATE EA 400.0000 1,200.00 3.000 1,200.00 3.000 1,200 030 RELOCATE ROADSIDE SIGN EA 295.0000 885.00 3.000 885.00 3.000 885 031 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 9.0000 17,100.00 2,052.830 18,475 032 REMOVE CONCRETE CURB (LF) LF 60.0000 2,880.00 63.000 3,780 033 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 25.0000 36,500.00 1,139.620 28,490 034 REMOVE CONCRETE (CONCRETE ISLAND) SQYD 200.0000 2,600.00 12.100 2,420 035 REMOVE CONCRETE (CURB AND GUTTER) LF 10.0000 6,800.00 1,062.900 10,629 036 CLEARING AND GRUBBING (LS) LS 15,000.0000 15,000.00 0.600 9,000.00 1.000 15,000 037 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,000 038 ROADWAY EXCAVATION CY 60.0000 558,600.00 10,845.360 650,721 039 SHOULDER BACKING TON 150.0000 7,950.00 53.000 7,950 040 SAND BEDDING CY 75.0000 5,625.00 75.000 5,625 041 DITCH EXCAVATION CY 20.0000 2,400.00 119.700 2,394 042 ROADSIDE CLEARING (TREE REMOVAL) EA 500.0000 3,500.00 6.000 3,000 043 ROCK BLANKET (MODIFIED) SQFT 15.0000 13,650.00 910.000 13,650 044 PLACE BOULDER EA 980.0000 10,780.00 11.000 10,780 045 WEED GERMINATION SQYD 0.5000 990.00 1,980.000 990 046 GRASS FERTILIZER LB 20.0000 320.00 16.000 320 047 WOOD MULCH CY 100.0000 3,000.00 85.000 8,500 048 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 19.5000 14,040.00 655.700 12,786 LINE) 049 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 9.5000 17,195.00 1,811.800 17,212 LINE) PROGRAM CAS145 PAGE 3 DATE 10/19/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0E24U4 TIME 12:58 PM ESTIMATE NO. 011 BID OPENING 06/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/26/17 R.E. NAME: COLLINS, RON DATE OF THIS ESTIMATE 10/19/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 11.5000 15,180.00 1,300.600 14,956 (SUPPLY LINE) 051 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 27.6000 14,076.00 506.200 13,971 (SUPPLY LINE) 052 2" PLASTIC PIPE (SCHEDULE 40) LF 25.0000 100.00 6.000 150 (SUPPLY LINE) 053 2" PLASTIC PIPE (CLASS 315) LF 15.0000 14,700.00 977.900 14,668 (SUPPLY LINE) 054 8" PLASTIC PIPE CONDUIT (SCHEDULE 80) LF 88.0000 14,960.00 145.500 12,804 055 6" PLASTIC PIPE CONDUIT (SCHEDULE 80) LF 127.0000 13,970.00 116.400 14,782 056 4" PLASTIC PIPE CONDUIT (SCHEDULE 80) LF 37.5000 15,375.00 398.200 14,932 057 1 1/4" SPRINKLER CONTROL CONDUIT LF 34.0000 13,940.00 396.100 13,467 058 1 1/2" SPRINKLER CONTROL CONDUIT LF 35.0000 6,650.00 185.100 6,478 059 2" SPRINKLER CONTROL CONDUIT LF 18.5000 14,430.00 905.000 16,742 060 1 1/2" PLASTIC PIPE (CLASS 315) LF 35.0000 14,000.00 382.700 13,394 (SUPPLY LINE) 061 8" CORRUGATED HIGH DENSITY LF 96.0000 151,680.00 1,594.000 153,024 POLYETHYLENE PIPE CONDUIT 062 IMPORTED TOPSOIL (CY) CY 75.0000 11,250.00 140.000 10,500 063 EROSION CONTROL (DRY SEED)(GRASS)(SQFT) SQFT 0.3500 1,270.50 3,630.000 1,270 064 EROSION CONTROL (DRY SEED) (WILDFLOWER) SQFT 0.7200 10,224.00 14,200.000 10,224 (SQFT) 065 COMPOST SQFT 0.3700 6,586.00 17,800.000 6,586 066 INCORPORATE MATERIALS SQFT 0.3000 5,340.00 17,800.000 5,340 067 FINISHING ROADWAY LS 30,000.0000 30,000.00 0.600 18,000.00 1.000 30,000 068 CLASS 2 AGGREGATE BASE (CY) CY 60.0000 346,800.00 5,887.700 353,262 069 HOT MIX ASPHALT (TYPE A) TON 135.0000 718,200.00 472.020 63,722.70 5,398.690 728,823 070 PLACE HOT MIX ASPHALT SQYD 30.0000 38,700.00 1,373.200 41,196 (MISCELLANEOUS AREA) 071 TACK COAT TON 800.0000 2,640.00 3.000 2,400 072 MINOR CONCRETE (MINOR STRUCTURE) CY 1,325.0000 96,725.00 71.610 94,883 (F) 073 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 1,300.00 260.000 1,300 074 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 1,131.00 78.000 1,131 (0.063"-UNFRAMED) 075 FURNISH SINGLE SHEET ALUMINUM SIGN FOR SQFT 9.3000 2,046.00 220.000 2,046 TYPE XI SHEETING(0.063"-UNFRAMED) 076 FURNISH SINGLE SHEET ALUMINUM SIGN FOR SQFT 10.5000 378.00 36.000 378 TYPE XI SHEETING (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 4 DATE 10/19/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0E24U4 TIME 12:58 PM ESTIMATE NO. 011 BID OPENING 06/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/26/17 R.E. NAME: COLLINS, RON DATE OF THIS ESTIMATE 10/19/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SINGLE SHEET ALUMINUM SIGN FOR SQFT 16.0000 224.00 14.000 224 TYPE XI SHEETING (0.063"-FRAMED) 078 ROADSIDE SIGN - ONE POST EA 268.0000 12,060.00 45.000 12,060 079 ROADSIDE SIGN - TWO POST EA 540.0000 540.00 1.000 540 080 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.0000 700.00 4.000 700 METHOD) 081 CONCRETE BACKFILL (PIPE TRENCH) CY 218.0000 12,862.00 124.100 27,053 (F) 082 18" PLASTIC PIPE LF 115.0000 248,400.00 2,097.000 241,155 083 24" PLASTIC PIPE LF 228.0000 12,312.00 54.000 12,312 084 18" REINFORCED CONCRETE PIPE (CLASS III) LF 165.0000 80,850.00 696.100 114,856 085 24" REINFORCED CONCRETE PIPE (CLASS III) LF 208.0000 81,120.00 388.500 80,808 086 36" REINFORCED CONCRETE PIPE (CLASS III) LF 206.0000 35,020.00 166.000 34,196 087 18" CORRUGATED STEEL PIPE (.109" THICK) LF 275.0000 4,675.00 7.000 1,925 088 30" CORRUGATED STEEL PIPE (.109" THICK) LF 175.0000 3,325.00 23.000 4,025 089 CLASS 6 PERMEABLE MATERIAL CY 72.0000 33,120.00 532.070 38,309 090 12" WELDED STEEL PIPE (.250" THICK) LF 196.0000 9,408.00 47.700 9,349 091 24" STEEL FLARED END SECTION EA 680.0000 680.00 1.000 680 092 30" STEEL FLARED END SECTION EA 850.0000 850.00 1.000 850 093 36" PRECAST CONCRETE PIPE INLET LF 935.0000 2,431.00 2.700 2,524 094 SMALL-ROCK SLOPE PROTECTION CY 145.0000 3,770.00 22.600 3,277 095 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 85.0000 6,545.00 78.670 6,686 (CY) 096 CONCRETE (CONCRETE APRON) CY 525.0000 997.50 0.000 0 097 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 7.0000 399.00 57.300 401 098 MASONRY UNIT PAVERS SQFT 77.0000 10,010.00 128.000 9,856 099 DETECTABLE WARNING SURFACE SQFT 32.5000 12,350.00 367.000 11,927 100 MINOR CONCRETE (CURB AND GUTTER) CY 438.0900 157,712.40 364.280 159,587 101 MINOR CONCRETE (GUTTER DEPRESSION) CY 525.0000 315.00 4.000 2,100 102 MINOR CONCRETE (DRIVEWAY) CY 429.3000 40,783.50 104.630 44,917 103 MINOR CONCRETE (COLORED CONCRETE) CY 830.2500 74,722.50 84.000 69,741 PROGRAM CAS145 PAGE 5 DATE 10/19/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0E24U4 TIME 12:58 PM ESTIMATE NO. 011 BID OPENING 06/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/26/17 R.E. NAME: COLLINS, RON DATE OF THIS ESTIMATE 10/19/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MINOR CONCRETE (SIDEWALK) CY 575.1000 143,775.00 319.930 183,991 105 MINOR CONCRETE (RETAINING CURB) CY 1,344.0000 672.00 1.420 1,908 106 MINOR CONCRETE (TEXTURED PAVING) CY 1,012.5000 43,537.50 43.000 43,537 107 ANIMAL TRACKS LF 16.2500 6,662.50 410.000 6,662 108 MINOR CONCRETE (RETAINING WALL) CY 795.0000 11,925.00 14.100 11,209 109 MISCELLANEOUS IRON AND STEEL LB 2.5000 37,370.00 14,948.000 37,370 (F) 110 ADJUST MANHOLE TO GRADE EA 1,500.0000 22,500.00 14.000 21,000 111 ADJUST UTILITY COVER TO GRADE EA 1,100.0000 12,100.00 22.000 24,200 112 RELOCATE FIRE HYDRANT EA 7,925.0000 23,775.00 1.000 7,925 113 INSTALL CELLAR DOOR EA 12,000.0000 12,000.00 1.000 12,000 114 MARKER (CULVERT) EA 60.0000 300.00 5.000 300 115 HANDRAILING LF 200.0000 400.00 1.900 380 116 CABLE RAILING LF 250.0000 2,750.00 11.000 2,750 117 TUBULAR HANDRAILING (MODIFIED) LF 135.0000 14,850.00 110.000 14,850 118 THERMOPLASTIC PAVEMENT MARKING SQFT 6.7500 14,715.00 2,297.000 15,504 119 THERMOPLASTIC TRAFFIC STRIPE LF 0.7700 10,395.00 13,720.000 10,564 (SPRAYABLE) 120 LIGHTING (INTERSECTION-DECORATIVE) LS 98,500.0000 98,500.00 0.080 7,880.00 1.000 98,500 121 LIGHTING (CITY STREET-DECORATIVE) LS 67,500.0000 67,500.00 0.180 12,150.00 1.000 67,500 122 RECTANGULAR RAPID FLASHING BEACON SYSTEM LS 30,785.0000 30,785.00 1.000 30,785 123 ELECTRIC SERVICE (IRRIGATION) LS 10,537.0000 10,537.00 0.130 1,369.81 1.000 10,537 124 RADAR SPEED FEEDBACK SIGN LS 30,000.0000 30,000.00 0.080 2,400.00 1.000 30,000 125 MODIFY TRAFFIC COUNT STATION LS 5,000.0000 5,000.00 0.860 4,300.00 1.000 5,000 126 CLASS D FILTER FABRIC SQYD 7.0000 5,320.00 955.850 6,690 PROGRAM CAS145 PAGE 6 DATE 10/19/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0E24U4 TIME 12:58 PM ESTIMATE NO. 011 BID OPENING 06/02/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/26/17 R.E. NAME: COLLINS, RON DATE OF THIS ESTIMATE 10/19/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 152,916.76 4,490,835.94 ADJUSTMENT OF COMPENSATION 1,200.00 1,200.00 EXTRA WORK 173,285.08 444,444.86 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 327,401.84 4,936,480.80 127 MOBILIZATION LS 620,000.0000 620,000.00 1.000 620,000 ORIGINAL CONTRACT AMOUNT 4,949,400.40 TOTAL WORK COMPLETED 327,401.84 5,556,480.80 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 97,059.96 -48,000.00 TOTAL 424,461.80 5,508,480.80 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 127 MOBILIZATION 494,940.04 620,000.00 125,059.96 DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 07/26/16 130 09/20/16 09/20/16 09/26/17 122 131 0 0 100% 100% COLLINS, RON RESIDENT ENGINEER PROGRAM CAS145 DATE 10/19/17