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 09/22/17 EST. NO. 027 TIME 08:58 AM R.E. NAME: MURDOCK, KEVIN 05-0C6404 --------------------------------------------------------------------------- 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 0106 685.09 E.W. @ F.A.(+) 063017 N 8988.0 0107 611.40 080817 N 9014 0 0108 365.79 081017 N 9019 0 0109 719.84 081117 N 9021 0 0110 116.30 081117 N 9023 0 0111 593.49 080917 N 9015 0 0112 611.40 081017 N 9017 0 0113 155.07 081817 N 9144 0 0114 310.13 082117 N 9220 0 0115 310.13 082217 N 9221 0 0116 335.51 082317 N 9222 0 0117 310.13 082417 N 9223 0 0118 310.13 082517 N 9225 0 0119 411.61 082817 N 9226 0 0120 77.53 082917 N 9227 0 0121 411.61 083017 N 9228 0 0122 310.13 083117 N 9229 0 0123 117.49 090117 N 9230 0 0124 2,079.00 072717 N 9282 0 003 0018 1,500.00 E.W. @ F.A.(+) 071217 N 9240 0 006 0025 2,759.43 E.W. @ F.A.(+) 072417 N 9245 0 012 0005 2,111.11 E.W. @ F.A.(+) 081417 N 9140 0 014 0062 8,149.31 E.W. @ F.A.(+) 042717 N 7555 0 0072 1,850.91 071817 N 8688 0 0073 1,639.32 071717 N 8689 0 0074 675.58 071917 N 8690 0 0075 379.05 080217 N 8955 0 018 0003 -21,358.59 A.C. @ U.P.(-) 091117 N 0002 0 034 0015 1,640.65 E.W. @ F.A.(+) 031517 N 7900 0 0016 3,395.11 032817 N 7901 0 0017 1,504.80 032917 N 7902 0 049 0003 324.01 E.W. @ F.A.(+) 081417 N 9141 0 051 0003 294.76 E.W. @ F.A.(+) 080417 N 9075 0 13,707.23 TOTAL THIS ESTIMATE 2,158,843.17 TOTAL PREVIOUS ESTIMATE 2,172,550.40 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 09/22/17 EST. NO. 027 TIME 08:58 AM R.E. NAME: MURDOCK, KEVIN 05-0C6404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP FAILURES DEC -360,225.67 008 SWPPP FAILURES JAN 360,225.67 008 PERFORMANCE FAILURE -21,803.66 009 PERFORMANCE FAILURE 21,803.66 009 PERFORMANCE FAILURE -368,565.37 011 PERFORMANCE FAILURE 368,565.37 012 SURVEY RE-STAKING -4,260.00 012 CCO#18 OIL PRICE IND -64,926.51 013 PERFORMANCE FAILURE -130,011.78 013 CCO#18 OIL PRICE IND 64,926.51 014 PERFORMANCE FAIL RTN 130,011.78 014 SWPPP PERFOR FAILURE -304,231.57 019 PERFORMANCE FAILURE 304,231.57 020 0.00 -4,260.00 TOTAL DEDUCTIONS 0.00 -4,260.00 PROGRAM CAS145 PAGE 1 DATE 09/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C6404 TIME 08:58 AM ESTIMATE NO. 027 BID OPENING 01/29/15 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: MURDOCK, KEVIN DATE OF THIS ESTIMATE 09/22/17 LOCATION PROGRESS ESTIMATE 05-SB-246-12.3/R16.7 ----------------- PAPICH CONSTRUCTION CO. INC. ON ROUTE 246 IN SANTA BARBARA PO BOX 2210 COUNTY NEAR LOMPOC, FROM CEBADA PISMO BEACH CA 93448 CANYON ROAD TO HAPGOOD ROAD FED. AID NO. N O N E PASSING LANES AND OPERATIONAL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 6,000.0000 6,000.00 0.900 5,400 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,000.0000 2,000.00 0.500 1,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,115.0000 846,000.00 21.000 44,415.00 340.000 719,100 004 CONSTRUCTION AREA SIGNS LS 18,540.0000 18,540.00 0.020 370.80 0.860 15,944 005 TRAFFIC CONTROL SYSTEM LS 206,650.0000 206,650.00 0.050 10,332.50 0.850 175,652 006 TYPE III BARRICADE EA 85.0000 850.00 20.000 1,700 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.0000 100.00 230.000 1,150 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1800 18,360.00 124,510.000 22,411 009 CHANNELIZER (SURFACE MOUNTED) EA 37.0000 15,170.00 522.000 19,314 010 TEMPORARY PAVEMENT MARKER EA 2.2000 6,006.00 2,615.000 5,753 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 8,600.0000 8,600.00 0.050 430.00 0.850 7,310 012 TEMPORARY RAILING (TYPE K) LF 10.5000 329,700.00 30,021.000 315,220 013 TEMPORARY CRASH CUSHION MODULE EA 175.0000 7,350.00 42.000 7,350 014 TEMPORARY ALTERNATIVE CRASH CUSHION EA 1,800.0000 55,800.00 31.000 55,800 015 JOB SITE MANAGEMENT LS 68,500.0000 68,500.00 0.050 3,425.00 0.850 58,225 016 PREPARE STORM WATER POLLUTION PREVENTION LS 1,600.0000 1,600.00 0.020 32.00 0.840 1,344 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 21,500.00 22.000 11,000 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 700.0000 11,200.00 12.000 8,400 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 3.000 6,000 020 MOVE-IN/MOVE-OUT EA 750.0000 4,500.00 6.000 4,500 (TEMPORARY EROSION CONTROL) 021 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 97,800.00 101,649.000 60,989 (BONDED FIBER MATRIX) 022 TEMPORARY CHECK DAM LF 1.1000 3,102.00 5,619.000 6,180 PROGRAM CAS145 PAGE 2 DATE 09/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C6404 TIME 08:58 AM ESTIMATE NO. 027 BID OPENING 01/29/15 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: MURDOCK, KEVIN DATE OF THIS ESTIMATE 09/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 14,000.00 8.000 3,200 024 TEMPORARY FIBER ROLL LF 1.2000 72,000.00 15,207.000 18,248 025 TEMPORARY LARGE SEDIMENT BARRIER LF 1.0600 10,600.00 2,563.000 2,716 026 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 15,000.00 5.000 7,500 027 STREET SWEEPING LS 26,100.0000 26,100.00 0.050 1,305.00 0.850 22,185 028 TEMPORARY CONCRETE WASHOUT LS 5,200.0000 5,200.00 0.200 1,040.00 0.700 3,640 029 TEMPORARY FENCE (TYPE ESA) LF 2.2500 15,075.00 5,825.000 13,106 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.6500 7,865.00 8,902.500 5,786 STRIPE (HAZARDOUS WASTE) 031 TREATED WOOD WASTE LB 0.4500 4,320.00 1,920.000 864 032 ABANDON CULVERT (EA) EA 1,200.0000 3,600.00 1.000 1,200 033 REMOVE FENCE LF 0.5000 2,605.00 320.000 160 034 REMOVE GUARDRAIL LF 8.2000 803.60 98.000 803 035 REMOVE FLARED END SECTION EA 405.0000 7,290.00 1.000 405.00 6.000 2,430 036 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 14,595.00 10,709.000 3,748 037 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 7,605.00 21,214.000 9,546 038 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 460.00 210.000 420 039 REMOVE PAVEMENT MARKER EA 1.0000 1,660.00 2,907.000 2,907 040 REMOVE CULVERT (LF) LF 9.0000 8,730.00 691.500 6,223.50 2,614.000 23,526 041 REMOVE INLET EA 775.0000 9,300.00 1.000 775.00 6.000 4,650 042 RESET MAILBOX EA 420.0000 2,940.00 0.000 0 043 RESET MILEPOST MARKER EA 50.0000 500.00 0.000 0 044 RESET ROADSIDE SIGN EA 100.0000 1,900.00 0.000 0 045 RELOCATE MAILBOX EA 285.0000 4,845.00 2.000 570 046 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.4000 46,368.00 1,067.000 8,962.80 3,142.000 26,392 047 REMOVE CONCRETE (CY) CY 74.0000 18,500.00 3.000 222.00 197.800 14,637 048 SAND BACKFILL CY 61.5000 6,765.00 34.500 2,121 049 CLEARING AND GRUBBING (LS) LS 138,500.0000 138,500.00 1.000 138,500 PROGRAM CAS145 PAGE 3 DATE 09/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C6404 TIME 08:58 AM ESTIMATE NO. 027 BID OPENING 01/29/15 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: MURDOCK, KEVIN DATE OF THIS ESTIMATE 09/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DEVELOP WATER SUPPLY LS 36,350.0000 36,350.00 0.500 18,175 051 DUST PALLIATIVE LS 16,000.0000 16,000.00 0.500 8,000 052 ROADWAY EXCAVATION CY 4.2500 1,071,000.00 37,789.530 160,605.50 214,188.220 910,299 053 SHOULDER BACKING TON 27.0000 63,990.00 96.480 2,604 054 STRUCTURE BACKFILL (SLURRY CEMENT) CY 45.0000 9,900.00 141.000 6,345 055 PLANT (GROUP H) EA 15.0000 1,050.00 0.000 0 056 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 3,000.00 6.000 4,500 057 HYDROMULCH SQFT 0.0300 46,800.00 873,250.000 26,197 058 COMPOST SOCK LF 3.4000 42,840.00 4,435.000 15,079 059 COMPOST BERM LF 2.2500 93,375.00 27,516.000 61,911 060 STRAW SQFT 0.0300 46,800.00 873,250.000 26,197 061 HYDROSEED SQFT 0.0700 130,200.00 890,004.000 62,300 062 COMPOST SQFT 0.2000 414,000.00 890,004.000 178,000 063 INCORPORATE MATERIALS SQFT 0.2100 42,630.00 25,000.000 5,250 064 CLASS 1 AGGREGATE SUBBASE CY 18.9000 614,250.00 2,997.960 56,661.44 23,624.950 446,511 065 CLASS 2 AGGREGATE BASE (CY) CY 39.0000 830,700.00 348.300 13,583.70 14,652.190 571,435 066 PREPAVING INERTIAL PROFILER LS 4,000.0000 4,000.00 1.000 4,000 067 PREPAVING GRINDING DAY EA 5,500.0000 27,500.00 2.000 11,000 068 HOT MIX ASPHALT (TYPE A) TON 89.3500 5,620,115.00 40,990.960 3,662,542 069 SHOULDER RUMBLE STRIP STA 16.5000 5,775.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 070 CENTER LINE RUMBLE STRIP (HMA, GROUND-IN STA 16.7500 5,695.00 0.000 0 INDENTATIONS) 071 DATA CORE LS 3,300.0000 3,300.00 0.000 0 072 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2500 325.00 267.000 333 073 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2500 18,125.00 4,516.000 5,645 074 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2500 2,400.00 1,920.000 2,400 075 PLACE HOT MIX ASPHALT SQYD 92.0000 43,240.00 338.570 31,148 (MISCELLANEOUS AREA) 076 TACK COAT TON 22.0000 2,112.00 59.260 1,303 PROGRAM CAS145 PAGE 4 DATE 09/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C6404 TIME 08:58 AM ESTIMATE NO. 027 BID OPENING 01/29/15 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: MURDOCK, KEVIN DATE OF THIS ESTIMATE 09/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE CY 770.0000 110,495.00 55.500 42,735.00 143.500 110,495 (F) 078 STRUCTURAL CONCRETE, BOX CULVERT CY 1,060.0000 527,880.00 115.000 121,900.00 498.000 527,880 (F) 079 MINOR CONCRETE (MINOR STRUCTURE) CY 985.0000 362,480.00 4.280 4,215.80 198.380 195,404 (F) 080 BAR REINFORCING STEEL LB 1.3500 18,607.05 4,168.000 5,626.80 13,783.000 18,607 (F) 081 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0500 122,658.90 24,318.000 25,533.90 116,818.000 122,658 (F) 082 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 1,012.50 0.000 0 (0.063"-UNFRAMED) 083 ROADSIDE SIGN - ONE POST EA 220.0000 2,420.00 0.000 0 084 18" ALTERNATIVE PIPE CULVERT LF 57.0000 2,280.00 0.000 0 085 24" ALTERNATIVE PIPE CULVERT LF 55.0000 226,050.00 2,130.800 117,194 086 30" ALTERNATIVE PIPE CULVERT LF 171.0000 27,360.00 52.000 8,892.00 92.000 15,732 087 36" ALTERNATIVE PIPE CULVERT LF 107.0000 16,050.00 58.000 6,206.00 58.000 6,206 088 42" ALTERNATIVE PIPE CULVERT LF 156.1500 2,810.70 10.000 1,561 089 18" REINFORCED CONCRETE PIPE LF 280.0000 2,800.00 0.000 0 090 54" REINFORCED CONCRETE PIPE LF 255.0000 104,550.00 48.000 12,240.00 274.000 69,870 091 60" REINFORCED CONCRETE PIPE LF 313.0000 15,650.00 48.000 15,024 092 36" CORRUGATED STEEL PIPE (.138" THICK) LF 380.0000 30,400.00 5.500 2,090.00 62.800 23,864 093 84" CORRUGATED STEEL PIPE (.168" THICK) LF 565.2500 440,895.00 165.000 93,266.25 616.000 348,194 094 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 11.1500 38,467.50 1,920.000 21,408 095 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 49.3000 227,766.00 2,700.400 133,129 (F) 096 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 30.5000 16,165.00 362.000 11,041 (.079" THICK) 097 12" ENTRANCE TAPER EA 750.0000 8,250.00 9.000 6,750 098 GRATED LINE DRAIN LF 450.0000 39,150.00 0.000 0 099 54" CONCRETE FLARED END SECTION EA 2,436.0000 14,616.00 3.000 7,308 100 60" CONCRETE FLARED END SECTION EA 8,700.0000 8,700.00 0.000 0 101 18" ALTERNATIVE FLARED END SECTION EA 516.0000 1,032.00 0.000 0 102 24" ALTERNATIVE FLARED END SECTION EA 545.0000 3,815.00 4.000 2,180 103 30" ALTERNATIVE FLARED END SECTION EA 840.0000 840.00 1.000 840 PROGRAM CAS145 PAGE 5 DATE 09/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C6404 TIME 08:58 AM ESTIMATE NO. 027 BID OPENING 01/29/15 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: MURDOCK, KEVIN DATE OF THIS ESTIMATE 09/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 36" ALTERNATIVE FLARED END SECTION EA 1,160.0000 3,480.00 1.000 1,160.00 1.000 1,160 105 42" ALTERNATIVE FLARED END SECTION EA 1,350.0000 1,350.00 1.000 1,350 106 84" ALTERNATIVE FLARED END SECTION EA 3,000.0000 36,000.00 3.000 9,000.00 9.000 27,000 107 ROCK SLOPE PROTECTION CY 83.7500 48,575.00 212.500 17,796 (1/2 T, METHOD A) (CY) 108 ROCK SLOPE PROTECTION CY 82.0000 123,820.00 404.000 33,128.00 1,256.000 102,992 (1/4 T, METHOD B) (CY) 109 ROCK SLOPE PROTECTION CY 90.5000 43,440.00 84.000 7,602 (LIGHT, METHOD B) (CY) 110 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 85.5000 131,670.00 220.000 18,810.00 1,162.900 99,427 (CY) 111 ROCK SLOPE PROTECTION (1/2 T, METHOD B) CY 79.5000 46,110.00 578.000 45,951 (CY) 112 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.5000 22,725.00 156.000 702.00 3,727.900 16,775 113 MISCELLANEOUS IRON AND STEEL LB 2.0000 17,100.00 236.000 472.00 4,275.000 8,550 (F) 114 FENCE (TYPE BW, 5-STRAND, METAL POST) LF 3.6000 24,660.00 0.000 0 115 TEMPORARY FENCE (TYPE BW) LF 3.8000 1,710.00 450.000 1,710 116 20' WIRE MESH GATE EA 1,750.0000 3,500.00 0.000 0 117 DELINEATOR (CLASS 1) EA 55.0000 3,685.00 0.000 0 118 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 18.0000 37,080.00 2,062.500 37,125 119 VEGETATION CONTROL (MINOR CONCRETE) SQYD 71.0000 51,830.00 744.690 52,872 120 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,645.0000 7,935.00 3.000 7,935 121 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,340.0000 7,020.00 3.000 7,020 122 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 47,040.00 0.000 0 123 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 2,782.00 0.000 0 124 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 6,160.00 0.000 0 125 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2400 460.80 0.000 0 (BROKEN 12-3) 126 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2400 5,160.00 0.000 0 (BROKEN 36-12) 127 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 17,820.00 0.000 0 128 INDUCTIVE LOOP DETECTOR (LS) LS 6,900.0000 6,900.00 1.000 6,900 129 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 130 FILTER FABRIC SQYD 1.6500 47,520.00 16,072.070 26,518 PROGRAM CAS145 PAGE 6 DATE 09/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C6404 TIME 08:58 AM ESTIMATE NO. 027 BID OPENING 01/29/15 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: MURDOCK, KEVIN DATE OF THIS ESTIMATE 09/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 694,766.99 10,103,821.26 ADJUSTMENT OF COMPENSATION -21,358.59 -54,936.85 EXTRA WORK 35,065.82 2,227,487.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 708,474.22 12,276,371.66 131 MOBILIZATION LS 388,340.9500 388,340.95 1.000 388,340 ORIGINAL CONTRACT AMOUNT 14,885,001.00 TOTAL WORK COMPLETED 708,474.22 12,664,712.61 MATERIALS ON HAND ON SITE 113,115.39 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -4,260.00 TOTAL 708,474.22 12,773,568.00 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 03/26/15 400 05/21/15 05/21/15 03/08/18 340 244 50 0 72% 76% PROGRESS IS SATISFACTORY MURDOCK, KEVIN RESIDENT ENGINEER PROGRAM CAS145 DATE 09/22/17