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 06/17/13 EST. NO.16 TIME 02:17 PM R.E. NAME: SHEPARD, SEAN 02-3E8104 --------------------------------------------------------------------------- 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 0077 2,200.00 E.W. @ F.A.(+) 060413 N 0077 0 002 0010 35,897.57 A.C. @ U.P.(+) 060313 N 0010 0 009 0002 5,000.00 E.W. @ L.S.(+) 061313 N 0002 0 028 0001 1,760.00 E.W. @ F.A.(+) 052113 N 001 0 0002 6,505.39 052013 N 002 0 0003 716.32 042413 N 003 0 0004 2,106.23 050713 N 004 0 0005 13,867.70 050813 N 005 0 0006 17,239.76 050913 N 006 0 0007 4,535.56 050913 N 007 0 0008 3,258.17 051013 N 008 0 0009 7,649.96 051313 N 009 0 0010 12,481.98 051413 N 010 0 0011 10,676.01 051513 N 011 0 0012 7,734.00 051613 N 012 0 0013 7,815.81 051713 N 013 0 0014 8,960.27 052013 N 014 0 0015 5,933.31 052113 N 015 0 0016 6,074.28 052213 N 016 0 0017 436.19 052313 N 017 0 160,848.51 TOTAL THIS ESTIMATE 1,558,681.31 TOTAL PREVIOUS ESTIMATE 1,719,529.82 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 06/17/13 EST. NO.16 TIME 02:17 PM R.E. NAME: SHEPARD, SEAN 02-3E8104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT-OF-STATE INSPECT -5,000.00 14 0.00 -5,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/12 -10,000.00 04 PER LTR DATED 9/12 -5,000.00 06 PER LTR DATED 10/12 -10,000.00 07 PER LTR DATED 11/12 -2,000.00 08 RETURN DEDUCT 7/12 10,000.00 08 RETURN DEDUCT 9/12 5,000.00 09 RETURN DEDUCT 10/12 10,000.00 12 RTN DEDUCT 11/12 2,000.00 13 PER LTR DATED 5/13 -10,000.00 15 RETURN DEDUCT 5/13 10,000.00 16 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 06/17/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E8104 TIME 02:17 PM ESTIMATE NO. 16 BID OPENING 11/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/13/13 R.E. NAME: SHEPARD, SEAN DATE OF THIS ESTIMATE 06/17/13 LOCATION PROGRESS ESTIMATE 02-TEH-5-27.1/42.1 ----------------- TULLIS INC IN TEHAMA AND SHASTA COUNTIES P O BOX 493416 IN AND NEAR RED BLUFF FROM 0.4 REDDING CA 96049 MILES SOUTH OF ADOBE ROAD OVER- CROSSING TO FOURTH STREET OVERCROSSING. FED. AID NO. ACIM-058(346)E ROADWAY REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 4,000.0000 4,000.00 0.050 200.00 0.900 3,600 002 TIME-RELATED OVERHEAD WDAY 100.0000 22,000.00 17.000 1,700.00 176.000 17,600 003 CONSTRUCTION SITE MANAGEMENT LS 6,000.0000 6,000.00 0.050 300.00 0.800 4,800 004 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.900 4,500 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 1.5000 9,300.00 1,563.000 2,344 006 TEMPORARY CONSTRUCTION ENTRANCE EA 500.0000 3,000.00 0.000 0 007 TEMPORARY COVER SQYD 0.7500 1,050.00 97.800 73 008 TEMPORARY CHECK DAM LF 10.0000 2,400.00 543.000 5,430 009 MOVE-IN/MOVE-OUT EA 1,500.0000 3,000.00 1.000 1,500 (TEMPORARY EROSION CONTROL) 010 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 5,700.00 12.000 1,800 011 TEMPORARY HYDRAULIC MULCH SQYD 0.5300 17,225.00 26,990.000 14,304 (POLYMER STABILIZED FIBER MATRIX) 012 STREET SWEEPING LS 5,000.0000 5,000.00 0.050 250.00 0.900 4,500 013 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 5,000.0000 5,000.00 0.900 4,500 014 TEMPORARY SOIL BINDER SQYD 0.2300 7,475.00 0.000 0 015 RAIN EVENT ACTION PLAN EA 500.0000 48,000.00 1.000 500.00 17.000 8,500 016 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 10,500.00 10.000 2,500 018 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.030 600.00 0.930 18,600 019 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.030 12,000.00 0.930 372,000 020 END OF QUEUE WARNING/SERVICE PATROL LS 150,000.0000 150,000.00 1.000 150,000 021 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 6.5000 6,500.00 504.000 3,276 022 TEMPORARY MARKER EA 25.0000 675.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 06/17/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E8104 TIME 02:17 PM ESTIMATE NO. 16 BID OPENING 11/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/13/13 R.E. NAME: SHEPARD, SEAN DATE OF THIS ESTIMATE 06/17/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2200 156,640.00 833,714.000 183,417 024 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 68,400.00 790.000 23,700 025 TEMPORARY PAVEMENT MARKER EA 3.4000 37,740.00 10,181.000 34,615 026 PORTABLE LIGHTING SYSTEM LS 7,000.0000 7,000.00 1.000 7,000 027 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.030 750.00 0.930 23,250 028 PORTABLE RADAR TRAILER LS 5,000.0000 5,000.00 1.000 5,000 029 TEMPORARY RAILING (TYPE K) LF 9.0000 1,440,000.00 158,540.000 1,426,860 030 TEMPORARY CRASH CUSHION MODULE EA 75.0000 23,250.00 280.000 21,000 031 TEMPORARY TRAFFIC SCREEN LF 2.0000 93,600.00 46,930.000 93,860 032 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.8000 104,000.00 0.000 0 (HAZARDOUS WASTE) 033 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.8000 25,360.00 3,233.000 2,586.40 13,539.000 10,831 STRIPE (HAZARDOUS WASTE) 034 REMOVE METAL BEAM GUARD RAILING LF 20.0000 280.00 0.000 0 035 REMOVE FLARED END SECTION EA 250.0000 250.00 0.000 0 036 REMOVE TRAFFIC STRIPE LF 0.4000 95,200.00 207,326.000 82,930 037 REMOVE PAINTED PAVEMENT MARKING SQFT 3.5000 910.00 0.000 0 038 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 30,120.00 6,466.000 2,586.40 22,868.000 9,147 039 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 17,720.00 979.000 3,916 040 REMOVE ROADSIDE SIGN EA 49.0000 1,176.00 10.000 490 041 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 82,500.00 19,831.000 59,493.00 22,161.000 66,483 042 REMOVE CULVERT EA 250.0000 250.00 0.000 0 043 REMOVE INLET EA 250.0000 250.00 0.000 0 044 REMOVE HEADWALL EA 250.0000 250.00 1.000 250 045 REMOVE CONCRETE PAVEMENT SQYD 71.0000 59,640.00 840.400 59,668 046 REMOVE CONCRETE DECK SURFACE SQFT 5.0000 39,000.00 15,902.100 79,510.50 15,902.100 79,510 047 RECONSTRUCT END ANCHOR ASSEMBLY EA 350.0000 6,300.00 0.000 0 048 RECONSTRUCT TERMINAL SYSTEM EA 850.0000 37,400.00 0.000 0 049 RESET MILEPOST MARKER EA 40.0000 40.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/17/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E8104 TIME 02:17 PM ESTIMATE NO. 16 BID OPENING 11/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/13/13 R.E. NAME: SHEPARD, SEAN DATE OF THIS ESTIMATE 06/17/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RESET ROADSIDE SIGN EA 175.0000 5,425.00 4.000 700 051 RESET SIGN OVERLAY EA 40.0000 40.00 0.000 0 052 RELOCATE ROADSIDE SIGN EA 175.0000 175.00 0.000 0 053 ADJUST INLET EA 600.0000 3,000.00 4.000 2,400 054 ADJUST METAL BEAM GUARD RAILING LF 5.7500 12,535.00 0.000 0 055 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 1,611,000.00 50,812.000 152,436.00 541,657.900 1,624,973 056 REMOVE CONCRETE (CURB AND GUTTER) LF 5.0000 7,450.00 1,540.000 7,700 057 REMOVE UNSOUND CONCRETE CF 25.0000 7,850.00 0.000 0 058 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2000 25,054.00 125,549.000 25,109.80 125,549.000 25,109 059 CLEARING AND GRUBBING LS 2,000.0000 2,000.00 1.000 2,000 060 DEVELOP WATER SUPPLY LS 2,000.0000 2,000.00 1.000 2,000 061 ROADWAY EXCAVATION CY 24.0000 283,200.00 18,190.890 436,581 062 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.030 75.00 0.930 2,325 063 IMPORTED MATERIAL (SHOULDER BACKING) TON 24.0000 129,120.00 1,756.630 42,159 064 ROCK BLANKET SQYD 63.0000 392,490.00 6,029.270 379,844 065 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 7,851.0000 23,553.00 6.000 47,106 066 FINISHING ROADWAY LS 2,000.0000 2,000.00 0.000 0 067 CLASS 2 AGGREGATE BASE CY 15.0000 144,150.00 5,888.060 88,320 068 CEMENT TREATED BASE CY 90.0000 315,000.00 10,673.040 960,573 (PLANT-MIXED, CLASS A) 069 PARKING AREA SEAL COAT TON 100.0000 28,000.00 0.000 0 070 REPLACE ASPHALT CONCRETE SURFACING CY 190.0000 573,800.00 1,207.940 229,508 071 HOT MIX ASPHALT TON 70.0000 5,285,000.00 10,140.500 709,835.00 73,199.020 5,123,931 072 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED TON 76.0000 3,807,600.00 12,597.620 957,419.12 12,597.620 957,419 HIGH BINDER) 073 HOT MIX ASPHALT (15% MAX RAP, LONG LIFE) TON 70.0000 2,037,000.00 29,857.460 2,090,022 074 HOT MIX ASPHALT (25% RAP, LONG LIFE) TON 63.0000 2,778,300.00 49,852.360 3,140,698 075 HOT MIX ASPHALT (RICH BOTTOM, LONG LIFE) TON 65.0000 1,235,000.00 18,924.590 1,230,098 076 RUMBLE STRIP STA 20.0000 51,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 06/17/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E8104 TIME 02:17 PM ESTIMATE NO. 16 BID OPENING 11/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/13/13 R.E. NAME: SHEPARD, SEAN DATE OF THIS ESTIMATE 06/17/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 DATA CORE LS 3,000.0000 3,000.00 0.000 0 078 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.2000 13,200.00 3,660.000 4,392.00 3,660.000 4,392 079 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.2000 5,688.00 0.000 0 080 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2000 19,680.00 1,163.000 1,395.60 1,820.000 2,184 081 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2000 156.00 0.000 0 082 PLACE HOT MIX ASPHALT SQYD 5.0000 20,900.00 88.250 441 (MISCELLANEOUS AREA) 083 TACK COAT TON 1.0000 750.00 38.630 38.63 332.990 332 084 CONCRETE PAVEMENT (WEIGH-IN-MOTION) CY 275.0000 123,750.00 710.400 195,360 085 REPLACE CONCRETE PAVEMENT CY 545.0000 114,450.00 186.610 101,702 (RAPID STRENGTH CONCRETE) 086 SEAL PAVEMENT JOINT LF 30.0000 16,200.00 0.000 0 087 DOWEL BAR (DRILL AND BOND) EA 35.0000 4,550.00 156.000 5,460 088 GROOVE EXISTING CONCRETE PAVEMENT LF 5.2500 21,945.00 0.000 0 089 GRIND CONCRETE PAVEMENT SQYD 8.2500 11,055.00 1,334.000 11,005 (WEIGH-IN-MOTION) 090 MINOR CONCRETE (MINOR STRUCTURE) CY 2,100.0000 21,420.00 8.100 17,010 (F) 091 MINOR CONCRETE (BACKFILL) CY 100.0000 5,000.00 52.500 5,250 092 RAPID SETTING CONCRETE (PATCH) CF 65.0000 20,410.00 0.000 0 093 FURNISH POLYESTER CONCRETE OVERLAY CF 73.0000 895,564.00 9,773.810 713,488.13 9,773.810 713,488 094 PLACE POLYESTER CONCRETE OVERLAY SQFT 0.9000 112,743.00 109,265.000 98,338.50 109,265.000 98,338 095 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 20.8500 9,382.50 75.000 1,563.75 441.000 9,194 096 FURNISH LAMINATED PANEL SIGN SQFT 25.2500 24,492.50 256.500 6,476.63 967.000 24,416 (2 1/2"-TYPE B) 097 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 117.00 12.600 113 (0.063"-UNFRAMED) 098 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 864.00 96.000 864 (0.080"-UNFRAMED) 099 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.2500 1,881.50 141.500 1,874 (0.080"-FRAMED) 100 ROADSIDE SIGN - ONE POST EA 225.0000 1,350.00 6.000 1,350 101 ROADSIDE SIGN - TWO POST EA 325.0000 1,300.00 0.000 0 102 INSTALL ROADSIDE SIGN PANEL ON EA 175.0000 350.00 0.000 0 EXISTING POST 103 INSTALL ROADSIDE SIGN EA 699.0000 8,388.00 2.000 1,398.00 13.000 9,087 (LAMINATED WOOD BOX POST) PROGRAM CAS145 PAGE 5 DATE 06/17/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E8104 TIME 02:17 PM ESTIMATE NO. 16 BID OPENING 11/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/13/13 R.E. NAME: SHEPARD, SEAN DATE OF THIS ESTIMATE 06/17/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 18" REINFORCED CONCRETE PIPE (CLASS II) LF 65.0000 27,300.00 386.000 25,090 105 24" REINFORCED CONCRETE PIPE LF 150.0000 4,500.00 30.000 4,500 (CLASS II, RUBBER GASKET JOINT) 106 12" CORRUGATED STEEL PIPE (.079" THICK) LF 50.0000 450.00 29.000 1,450 107 12" SLOTTED CORRUGATED STEEL PIPE LF 57.0000 37,050.00 650.000 37,050 (.109" THICK) 108 17" X 13" CORRUGATED STEEL PIPE ARCH LF 51.0000 10,200.00 0.000 0 (.079" THICK) 109 3" PLASTIC PIPE (EDGE DRAIN) LF 100.0000 72,000.00 720.000 72,000 110 6" PLASTIC PIPE (EDGE DRAIN) LF 72.0000 159,840.00 2,220.000 159,840 111 6" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 100.0000 15,000.00 150.000 15,000 112 36" PRECAST CONCRETE PIPE INLET LF 615.0000 8,610.00 13.200 8,118 113 MINOR CONCRETE (MISCELLANEOUS CY 660.0000 11,220.00 0.000 0 CONSTRUCTION) 114 MINOR CONCRETE (TEXTURED PAVING) SQYD 70.0000 27,300.00 390.000 27,300 115 MISCELLANEOUS IRON AND STEEL LB 1.2500 6,070.00 3,642.000 4,552 (F) 116 METAL BEAM GUARD RAILING LF 26.0000 9,880.00 0.000 0 117 VEGETATION CONTROL (MINOR CONCRETE) SQYD 50.0000 185,500.00 0.000 0 118 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 5,200.00 0.000 0 119 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,800.0000 14,000.00 1.000 2,800 120 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.5800 350,320.00 0.000 0 121 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.2900 22,188.00 0.000 0 122 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 20.0000 141,600.00 3,203.800 64,076 123 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 38,840.00 534.000 2,136 124 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000 SYSTEM ELEMENTS DURING CONSTRUCTION 125 LIGHTING LS 450,000.0000 450,000.00 0.058 26,100.00 0.971 436,950 126 MODIFY TRAFFIC MONITORING STATION LS 70,000.0000 70,000.00 0.287 20,090.00 0.664 46,480 127 CLOSED CIRCUIT TELEVISION SYSTEM LS 260,000.0000 260,000.00 0.115 29,900.00 0.791 205,660 128 MODIFY HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 369,000.0000 369,000.00 0.959 353,871 129 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 130 MODIFY LIGHTING LS 110,000.0000 110,000.00 1.000 110,000 PROGRAM CAS145 PAGE 6 DATE 06/17/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3E8104 TIME 02:17 PM ESTIMATE NO. 16 BID OPENING 11/09/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/13/13 R.E. NAME: SHEPARD, SEAN DATE OF THIS ESTIMATE 06/17/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,908,532.46 21,926,968.77 ADJUSTMENT OF COMPENSATION 35,897.57 574,612.51 EXTRA WORK 124,950.94 1,144,917.31 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,069,380.97 23,646,498.59 131 MOBILIZATION LS 2,700,222.5000 2,700,222.50 1.000 2,700,222 ORIGINAL CONTRACT AMOUNT 28,425,220.00 TOTAL WORK COMPLETED 3,069,380.97 26,346,721.09 MATERIALS ON HAND ON SITE 16,188.24 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -5,000.00 TOTAL 3,079,380.97 26,357,909.33 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 01/04/12 220 04/09/12 02/28/12 09/16/13 171 153 22 0 78% 71% PROGRESS IS SATISFACTORY SHEPARD, SEAN RESIDENT ENGINEER PROGRAM CAS145 DATE 06/17/13