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 10/22/13 EST. NO.04 TIME 10:14 AM R.E. NAME: DUSSELL, PATRICK 05-0L7014 --------------------------------------------------------------------------- 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 146,932.00 E.W. @ L.S.(+) 062313 N CT0010 0002 279,854.00 A.C. @ L.S.(+) 082613 N CT0020 426,786.00 TOTAL THIS ESTIMATE 13,716.68 TOTAL PREVIOUS ESTIMATE 440,502.68 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 10/22/13 EST. NO.04 TIME 10:14 AM R.E. NAME: DUSSELL, PATRICK 05-0L7014 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 5% SWPPP NON-COMPL -37,572.37 03 0.00 -37,572.37 TOTAL DEDUCTIONS 0.00 -37,572.37 PROGRAM CAS145 PAGE 1 DATE 10/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L7014 TIME 10:14 AM ESTIMATE NO. 04 BID OPENING 01/23/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/13 R.E. NAME: DUSSELL, PATRICK DATE OF THIS ESTIMATE 10/22/13 LOCATION PROGRESS ESTIMATE 05-SCR-17-6.0/12.6 ----------------- PAVEX CONSTRUCTION DIVISION IN SANTA CRUZ COUNTY IN AND NEAR 120 GRANITE ROCK WAY SCOTTS VALLEY AT VARIOUS LOCATIONS SAN JOSE CA 95136 FROM SANTAS VILLAGE ROAD TO THE SANTA CLARA COUNTY LINE FED. AID NO. ACHS-P017(107)E ,STPG-P017(107)E UPGRADE GUARD RAIL ------------------------------------------------------------------------------------------------------------------------------------ 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 1,453.0000 1,453.00 0.250 363.25 0.500 726 002 TEMPORARY FENCE (TYPE ESA) LF 6.5000 74,100.00 1,940.120 12,610.78 8,468.120 55,042 003 CONSTRUCTION SITE MANAGEMENT LS 27,265.0000 27,265.00 0.095 2,590.18 0.405 11,042 004 PREPARE WATER POLLUTION CONTROL LS 520.0000 520.00 0.750 390 PROGRAM 005 TEMPORARY FIBER ROLL LF 8.0000 22,240.00 0.000 0 006 TEMPORARY SILT FENCE LF 5.0000 45,800.00 1,940.140 9,700.70 8,177.640 40,888 007 TEMPORARY GRAVEL BAG BERM LF 35.0000 8,050.00 0.000 0 008 TEMPORARY CONSTRUCTION ENTRANCE EA 1,600.0000 12,800.00 0.000 0 009 TEMPORARY COVER SQYD 6.0000 600.00 1,171.110 7,026.66 1,171.110 7,026 010 TEMPORARY CHECK DAM LF 18.0000 5,040.00 0.000 0 011 TEMPORARY DRAINAGE INLET PROTECTION EA 281.0000 4,777.00 12.000 3,372 012 STREET SWEEPING LS 2,500.0000 2,500.00 0.095 237.50 0.405 1,012 013 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 0.095 1,425.00 0.405 6,075 014 TIME-RELATED OVERHEAD (WDAY) WDAY 2,285.0000 457,000.00 19.000 43,415.00 81.000 185,085 015 CONSTRUCTION AREA SIGNS LS 24,700.0000 24,700.00 0.600 14,820 016 TRAFFIC CONTROL SYSTEM LS 330,311.0000 330,311.00 0.095 31,379.55 0.405 133,775 017 TYPE II BARRICADE EA 75.0000 1,950.00 0.000 0 018 TYPE III BARRICADE EA 90.0000 1,260.00 5.000 450.00 6.000 540 019 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 15,100.00 16,838.000 16,838 020 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 27,400.0000 27,400.00 0.095 2,603.00 0.405 11,097 021 TEMPORARY RAILING (TYPE K) LF 101.0000 16,160.00 0.000 0 022 QUICKCHANGE MOVEABLE BARRIER SYSTEM LF 84.0000 690,480.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 10/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L7014 TIME 10:14 AM ESTIMATE NO. 04 BID OPENING 01/23/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/13 R.E. NAME: DUSSELL, PATRICK DATE OF THIS ESTIMATE 10/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 SAFEGUARD LINK SYSTEM LF 236.0000 68,440.00 290.000 68,440 024 TEMPORARY CRASH CUSHION EA 10,555.0000 21,110.00 2.000 21,110 (ABSORB 350 TEST LEVEL 3) 025 TEMPORARY CRASH CUSHION MODULE EA 435.0000 6,090.00 14.000 6,090 026 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 1.2500 1,637.50 0.000 0 (HAZARDOUS WASTE) 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.2500 8,962.50 9,369.000 11,711 STRIPE (HAZARDOUS WASTE) 028 DESTROY WELL LS 8,000.0000 8,000.00 0.000 0 029 REMOVE METAL BEAM GUARD RAILING LF 7.5000 42,450.00 1,358.000 10,185.00 5,380.900 40,356 030 REMOVE PAINTED TRAFFIC STRIPE LF 0.8500 1,054.00 0.000 0 031 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 6,723.50 3,545.000 3,013 032 REMOVE PAVEMENT MARKER EA 1.0000 380.00 1,313.000 1,313 033 REMOVE ASPHALT CONCRETE DIKE LF 20.0000 400.00 0.000 0 034 REMOVE OVERSIDE DRAIN LF 45.0000 7,200.00 0.000 0 035 REMOVE PIPE (LF) LF 48.0000 18,720.00 70.500 3,384.00 155.000 7,440 036 REMOVE INLET EA 1,703.0000 8,515.00 2.500 4,257.50 4.500 7,663 037 REMOVE RETAINING WALL (PORTION), LS 21,451.0000 21,451.00 0.000 0 LOCATION A 038 REMOVE RETAINING WALL (PORTION), LS 7,076.0000 7,076.00 0.000 0 LOCATION B 039 REMOVE RETAINING WALL (PORTION), LS 5,093.0000 5,093.00 0.000 0 LOCATION C 040 RELOCATE ROADSIDE SIGN EA 300.0000 2,400.00 0.000 0 041 ADJUST FRAME AND COVER TO GRADE EA 1,250.0000 5,000.00 0.000 0 042 ADJUST PIPE INLET TO GRADE EA 656.0000 1,312.00 0.000 0 043 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.2500 74,750.00 0.000 0 044 CONCRETE FINISHING LS 42,217.0000 42,217.00 0.000 0 045 REMOVE CONCRETE BARRIER LF 70.0000 5,600.00 0.000 0 046 REMOVE CONCRETE BARRIER (TYPE 50) LF 47.0000 13,630.00 290.000 13,630 047 CLEARING AND GRUBBING (LS) LS 115,306.0000 115,306.00 0.900 103,775 048 ROADWAY EXCAVATION CY 103.0000 65,920.00 276.800 28,510.40 639.800 65,899 049 ROADWAY EXCAVATION (TYPE Z-2) CY 172.0000 220,160.00 269.100 46,285.20 527.200 90,678 (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 3 DATE 10/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L7014 TIME 10:14 AM ESTIMATE NO. 04 BID OPENING 01/23/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/13 R.E. NAME: DUSSELL, PATRICK DATE OF THIS ESTIMATE 10/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 LEAD COMPLIANCE PLAN LS 4,591.0000 4,591.00 1.000 4,591 051 24" DRILLED HOLE LF 44.0000 228,052.00 656.500 28,886.00 3,086.500 135,806 (F) 052 30" DRILLED HOLE LF 60.0000 87,120.00 1,452.000 87,120 (F) 053 SHOULDER BACKING TON 172.0000 13,244.00 0.000 0 054 STRUCTURE EXCAVATION (BRIDGE) CY 82.0000 3,772.00 46.000 3,772.00 46.000 3,772 (F) 055 STRUCTURE EXCAVATION (RETAINING WALL) CY 75.0000 4,125.00 41.000 3,075.00 55.000 4,125 (F) 056 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 133.0000 94,164.00 284.000 37,772.00 708.000 94,164 (F) 057 STRUCTURE EXCAVATION (TYPE Z-2) CY 213.0000 357,627.00 1,063.000 226,419.00 1,679.000 357,627 (F) (AERIALLY DEPOSITED LEAD) 058 STRUCTURE BACKFILL (BRIDGE) CY 220.0000 1,540.00 0.000 0 (F) 059 STRUCTURE BACKFILL (RETAINING WALL) CY 168.0000 3,360.00 5.000 840 (F) 060 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 141.0000 32,571.00 29.000 4,089.00 129.000 18,189 (F) 061 CONCRETE BACKFILL CY 206.0000 129,574.00 61.500 12,669.00 430.500 88,683 (F) 062 LEAN CONCRETE BACKFILL CY 136.0000 23,800.00 20.000 2,720.00 108.000 14,688 (F) 063 DITCH EXCAVATION CY 492.0000 984.00 0.000 0 064 GRADE BENCH TO FINISHED GRADE SQYD 98.0000 38,220.00 0.000 0 (F) 065 IMPORTED BORROW (CY) CY 29.0000 7,250.00 248.400 7,203.60 248.400 7,203 066 ROADSIDE CLEARING LS 137,775.0000 137,775.00 0.900 123,997 067 EROSION CONTROL (COMPOST BLANKET) CY 137.0000 28,770.00 0.000 0 068 LARGE SEDIMENT BARRIER LF 15.8000 120,080.00 0.000 0 069 PLANT (GROUP O) EA 19.0000 5,700.00 0.000 0 070 PLANT (GROUP M) EA 54.3000 8,145.00 0.000 0 071 CLASS 2 AGGREGATE BASE (CY) CY 100.0000 64,000.00 184.400 18,440.00 184.400 18,440 072 HOT MIX ASPHALT (TYPE A) TON 204.0000 112,200.00 41.300 8,425.20 41.300 8,425 073 HOT MIX ASPHALT (OPEN GRADED) TON 125.0000 221,250.00 0.000 0 074 DATA CORE LS 2,500.0000 2,500.00 0.000 0 075 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 7.7500 294.50 0.000 0 076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.7500 1,240.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 10/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L7014 TIME 10:14 AM ESTIMATE NO. 04 BID OPENING 01/23/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/13 R.E. NAME: DUSSELL, PATRICK DATE OF THIS ESTIMATE 10/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 7.7500 11,470.00 0.000 0 078 PLACE HOT MIX ASPHALT SQYD 60.0000 600.00 0.000 0 (MISCELLANEOUS AREA) 079 TACK COAT TON 100.0000 13,000.00 0.000 0 080 SOIL NAIL LF 118.0000 217,120.00 0.000 0 081 INSTALL STEEL SOLDIER PILING EA 539.0000 149,303.00 32.000 17,248.00 189.000 101,871 (F) 082 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 268.0000 25,996.00 0.000 0 (F) 083 24" CAST-IN-DRILLED-HOLE CONCRETE LF 281.0000 55,638.00 53.000 14,893 (F) PILING (RETAINING WALL) 084 STRUCTURAL CONCRETE, BRIDGE CY 1,587.0000 46,023.00 0.000 0 (F) 085 STRUCTURAL CONCRETE, RETAINING WALL CY 1,447.0000 52,092.00 8.000 11,576.00 8.000 11,576 (F) 086 STRUCTURAL CONCRETE, BARRIER SLAB CY 869.0000 1,282,644.00 192.000 166,848.00 571.000 496,199 (F) 087 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,601.0000 3,202.00 0.000 0 (F) (TYPE EQ) 088 MINOR CONCRETE (MINOR STRUCTURE) CY 1,677.0000 16,770.00 -0.900 -1,509.30 0.900 1,509 (F) 089 MINOR CONCRETE (DRAINAGE INLET) CY 1,850.0000 24,050.00 -0.500 -925.00 4.500 8,325 (F) 090 JOINT SEAL (MR 1/2") LF 300.0000 2,400.00 0.000 0 (F) 091 JOINT SEAL (TYPE AL) LF 54.0000 1,458.00 0.000 0 (F) 092 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 25,084.00 0.000 0 (F) 093 BAR REINFORCING STEEL (RETAINING WALL) LB 2.0000 25,704.00 3,623.000 7,246.00 3,623.000 7,246 (F) 094 SHOTCRETE CY 2,415.0000 70,035.00 0.000 0 (F) 095 INSTALL TIMBER LAGGING LS 75,335.0000 75,335.00 0.560 42,187 096 TIMBER LAGGING MFBM 1,366.0000 8,196.00 2.640 3,606.24 6.000 8,196 (F) 097 REPAIR COATING LS 6,000.0000 6,000.00 0.000 0 098 CLEAN AND PAINT STEEL SOLDIER PILING LS 167,765.0000 167,765.00 0.320 53,684.80 0.900 150,988 099 18" ALTERNATIVE PIPE CULVERT LF 63.0000 13,860.00 120.000 7,560.00 133.200 8,391 100 24" ALTERNATIVE PIPE CULVERT LF 158.0000 948.00 6.000 948 101 18" REINFORCED CONCRETE PIPE LF 222.0000 8,436.00 0.000 0 102 12" CORRUGATED STEEL PIPE (.079" THICK) LF 777.0000 1,554.00 0.000 0 103 18" HDPE (SDR 32.5) AP DOWNDRAIN LF 175.0000 38,500.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 10/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L7014 TIME 10:14 AM ESTIMATE NO. 04 BID OPENING 01/23/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/13 R.E. NAME: DUSSELL, PATRICK DATE OF THIS ESTIMATE 10/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 SOIL NAIL ANCHORAGE SYSTEM EA 3,956.0000 7,912.00 0.000 0 105 EARTH ANCHORAGE SYSTEM EA 10,874.0000 21,748.00 0.000 0 106 18" CONCRETE FLARED END SECTION EA 2,289.0000 2,289.00 0.000 0 107 18" ALTERNATIVE FLARED END SECTION EA 839.0000 8,390.00 3.000 2,517 108 24" ALTERNATIVE FLARED END SECTION EA 1,063.0000 2,126.00 1.000 1,063 109 ROCK SLOPE PROTECTION CY 385.0000 33,110.00 28.800 11,088 (LIGHT, METHOD B) (CY) 110 ROCK SLOPE PROTECTION CY 265.0000 2,385.00 0.000 0 (FACING, METHOD B) (CY) 111 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 445.0000 1,780.00 -0.400 -178.00 3.600 1,602 (CY) 112 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 630.00 59.200 177 113 MISCELLANEOUS IRON AND STEEL LB 2.0000 5,500.00 0.000 0 114 MISCELLANEOUS METAL LB 7.5000 14,002.50 0.000 0 (F) (MAINTENANCE PLATFORM) 115 METAL BEAM GUARD RAILING (STEEL POST) LF 63.0000 18,900.00 0.000 0 116 CONCRETE BARRIER TRANSITION LF 158.0000 11,376.00 0.000 0 117 TRANSITION RAILING (TYPE WB) EA 4,108.0000 12,324.00 0.000 0 118 END ANCHOR ASSEMBLY (TYPE SFT) EA 765.0000 765.00 0.000 0 119 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 31,837.0000 31,837.00 0.000 0 120 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,832.0000 2,832.00 0.000 0 121 ALTERNATIVE CRASH CUSHION SYSTEM EA 27,957.0000 167,742.00 0.000 0 122 CONCRETE BARRIER (TYPE 60) LF 96.0000 24,960.00 0.000 0 123 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 83.0000 240,534.00 478.000 39,674.00 478.000 39,674 (F) 124 CONCRETE BARRIER (TYPE 732B) LF 195.0000 448,500.00 407.700 79,501.50 607.700 118,501 125 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 94.0000 71,440.00 330.000 31,020.00 330.000 31,020 (F) 126 CONCRETE BARRIER (TYPE 736B) LF 224.0000 73,920.00 174.220 39,025.28 254.220 56,945 127 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 2,200.00 0.000 0 128 THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 25,900.00 0.000 0 (SPRAYABLE) 129 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 2,000.00 0.000 0 130 PAVEMENT MARKER EA 25.0000 5,750.00 0.000 0 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 6 DATE 10/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L7014 TIME 10:14 AM ESTIMATE NO. 04 BID OPENING 01/23/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/13 R.E. NAME: DUSSELL, PATRICK DATE OF THIS ESTIMATE 10/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.095 142.50 0.405 607 SYSTEM ELEMENTS DURING CONSTRUCTION 132 MODIFY LIGHTING LS 29,500.0000 29,500.00 0.162 4,779.00 0.230 6,785 133 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 134 CLEARING AND GRUBBING (PRIVATE DIRT LS 5,825.0000 5,825.00 0.000 0 ROAD, LOC 22) 135 ROADWAY EXCAVATION (PRIVATE DIRT CY 112.0000 8,512.00 0.000 0 ROAD, LOC 22) 136 IMPORTED BORROW (PRIVATE DIRT CY 100.0000 11,000.00 0.000 0 ROAD, LOC 22) PROGRAM CAS145 PAGE 7 DATE 10/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L7014 TIME 10:14 AM ESTIMATE NO. 04 BID OPENING 01/23/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/13 R.E. NAME: DUSSELL, PATRICK DATE OF THIS ESTIMATE 10/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,017,193.54 3,018,836.06 ADJUSTMENT OF COMPENSATION 279,854.00 279,854.00 EXTRA WORK 146,932.00 160,648.68 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,443,979.54 3,459,338.74 137 MOBILIZATION LS 355,667.0000 355,667.00 0.950 337,883 ORIGINAL CONTRACT AMOUNT 8,292,091.50 TOTAL WORK COMPLETED 1,443,979.54 3,797,222.39 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -37,572.37 TOTAL 1,443,979.54 3,759,650.02 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 05/01/13 200 00/00/00 00/00/00 04/11/14 81 10 0 0 47% 41% PROGRESS IS SATISFACTORY DUSSELL, PATRICK RESIDENT ENGINEER PROGRAM CAS145 DATE 10/22/13