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 01/23/17 EST. NO. 019 TIME 11:14 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 0072 916.04 E.W. @ F.A.(+) 051716 N 3442 0 0082 21.88 090216 N 4253 0 0084 256.96 121416 N 6079 0 0085 155.51 112116 N 6094 0 003 0009 900.00 E.W. @ F.A.(+) 081716 N 5263 0 006 0015 300.00 E.W. @ F.A.(+) 112816 N 6070 0 0016 300.00 092816 N 6077 0 008 0007 5,067.23 E.W. @ F.A.(+) 042616 N 5683 0 010 0005 710.60 E.W. @ F.A.(+) 050416 N 6105 0 0006 482.48 050516 N 6106 0 012 0003 1,925.00 E.W. @ F.A.(+) 062116 N 6025 0 0004 423.32 062116 N 6115 0 014 0007 418.66 E.W. @ F.A.(+) 120216 N 6045 0 0008 368.30 120116 N 6046 0 0009 761.45 122716 N 6049 0 0010 458.62 121916 N 6057 0 0011 746.02 122016 N 6058 0 0012 229.29 122316 N 6087 0 015 0001 25,734.77 E.W. @ L.S.(+) 010617 N 0001 0 017 0002 8,473.81 E.W. @ F.A.(+) 051716 N 5185 0 0004 1,760.00 110916 N 6097 0 0005 1,760.00 062216 N 6101 0 0006 1,760.00 072016 N 6103 0 0007 1,760.00 081716 N 6104 0 021 0002 3,672.45 E.W. @ F.A.(+) 053116 N 6029 0 022 0001 937.00 E.W. @ F.A.(+) 061416 N 5194 0 0002 496.12 061316 N 5195 0 024 0004 355.30 E.W. @ F.A.(+) 062916 N 6102 0 025 0013 216.91 E.W. @ F.A.(+) 072116 N 4254 0 033 0007 12,370.03 E.W. @ F.A.(+) 091416 N 4592 0 0008 7,221.22 091216 N 4644 0 0009 14,723.34 091316 N 4655 0 0010 37,121.24 091516 N 4675 0 0011 9,419.95 091616 N 4683 0 0012 12,485.38 091916 N 4685 0 0013 14,544.41 092016 N 4686 0 0014 14,366.51 092116 N 4705 0 0015 12,339.58 092216 N 4721 0 0022 85,359.46 100616 N 5485 0 0023 75,011.62 100716 N 5486 0 0028 79,596.24 101416 N 5497 0 0031 3,719.43 101116 N 5594 0 0039 4,748.47 110116 N 5539 0 0040 8,146.83 110216 N 5540 0 0041 4,658.87 110316 N 5543 0 0043 4,089.84 100416 N 5752 0 0044 692.41 092916 N 5551 0 0045 92.96 092716 N 5552 0 0048 32,903.01 102116 N 5487 0 035 0003 1,347.75 E.W. @ F.A.(+) 091416 N 4660 0 0004 3,619.25 120216 N 6040 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 01/23/17 EST. NO. 019 TIME 11:14 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 --------------------------------------------------------------------------- 038 0001 342.50 A.C. @ L.S.(+) 011817 N 0001 0 500,288.02 TOTAL THIS ESTIMATE 730,020.94 TOTAL PREVIOUS ESTIMATE 1,230,308.96 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 01/23/17 EST. NO. 019 TIME 11:14 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 -304,231.57 -308,491.57 TOTAL DEDUCTIONS -304,231.57 -308,491.57 PROGRAM CAS145 PAGE 1 DATE 01/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C6404 TIME 11:14 AM ESTIMATE NO. 019 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 01/20/17 R.E. NAME: MURDOCK, KEVIN DATE OF THIS ESTIMATE 01/23/17 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 0.250 500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,115.0000 846,000.00 4.000 8,460.00 224.000 473,760 004 CONSTRUCTION AREA SIGNS LS 18,540.0000 18,540.00 0.770 14,275 005 TRAFFIC CONTROL SYSTEM LS 206,650.0000 206,650.00 0.010 2,066.50 0.560 115,724 006 TYPE III BARRICADE EA 85.0000 850.00 0.000 0 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.0000 100.00 230.000 1,150 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1800 18,360.00 74,807.000 13,465 009 CHANNELIZER (SURFACE MOUNTED) EA 37.0000 15,170.00 1.000 37.00 193.000 7,141 010 TEMPORARY PAVEMENT MARKER EA 2.2000 6,006.00 1,339.000 2,945 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 8,600.0000 8,600.00 0.010 86.00 0.560 4,816 012 TEMPORARY RAILING (TYPE K) LF 10.5000 329,700.00 21,441.000 225,130 013 TEMPORARY CRASH CUSHION MODULE EA 175.0000 7,350.00 14.000 2,450 014 TEMPORARY ALTERNATIVE CRASH CUSHION EA 1,800.0000 55,800.00 21.000 37,800 015 JOB SITE MANAGEMENT LS 68,500.0000 68,500.00 0.010 685.00 0.560 38,360 016 PREPARE STORM WATER POLLUTION PREVENTION LS 1,600.0000 1,600.00 0.720 1,152 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 21,500.00 14.000 7,000 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 700.0000 11,200.00 5.000 3,500 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 020 MOVE-IN/MOVE-OUT EA 750.0000 4,500.00 4.000 3,000 (TEMPORARY EROSION CONTROL) 021 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 97,800.00 1,800.000 1,080.00 94,472.000 56,683 (BONDED FIBER MATRIX) 022 TEMPORARY CHECK DAM LF 1.1000 3,102.00 1,202.000 1,322.20 4,739.000 5,212 PROGRAM CAS145 PAGE 2 DATE 01/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C6404 TIME 11:14 AM ESTIMATE NO. 019 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 01/20/17 R.E. NAME: MURDOCK, KEVIN DATE OF THIS ESTIMATE 01/23/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 400.00 8.000 3,200 024 TEMPORARY FIBER ROLL LF 1.2000 72,000.00 12,582.000 15,098 025 TEMPORARY LARGE SEDIMENT BARRIER LF 1.0600 10,600.00 32.000 33.92 827.000 876 026 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 15,000.00 5.000 7,500 027 STREET SWEEPING LS 26,100.0000 26,100.00 0.010 261.00 0.560 14,616 028 TEMPORARY CONCRETE WASHOUT LS 5,200.0000 5,200.00 0.500 2,600 029 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 0.000 0 032 ABANDON CULVERT (EA) EA 1,200.0000 3,600.00 0.000 0 033 REMOVE FENCE LF 0.5000 2,605.00 70.000 35 034 REMOVE GUARDRAIL LF 8.2000 803.60 0.000 0 035 REMOVE FLARED END SECTION EA 405.0000 7,290.00 3.000 1,215 036 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 14,595.00 2,803.000 981 037 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 8,730.00 149.000 1,341 041 REMOVE INLET EA 775.0000 9,300.00 0.000 0 042 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 2,075.000 17,430 047 REMOVE CONCRETE (CY) CY 74.0000 18,500.00 89.300 6,608 048 SAND BACKFILL CY 61.5000 6,765.00 0.000 0 049 CLEARING AND GRUBBING (LS) LS 138,500.0000 138,500.00 1.000 138,500 PROGRAM CAS145 PAGE 3 DATE 01/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C6404 TIME 11:14 AM ESTIMATE NO. 019 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 01/20/17 R.E. NAME: MURDOCK, KEVIN DATE OF THIS ESTIMATE 01/23/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,071,000.00 158,164.520 672,199 053 SHOULDER BACKING TON 27.0000 63,990.00 0.000 0 054 STRUCTURE BACKFILL (SLURRY CEMENT) CY 45.0000 9,900.00 121.000 5,445 055 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 3.000 2,250 057 HYDROMULCH SQFT 0.0300 46,800.00 56,600.000 1,698.00 393,244.000 11,797 058 COMPOST SOCK LF 3.4000 42,840.00 0.000 0 059 COMPOST BERM LF 2.2500 93,375.00 2,662.000 5,989.50 15,222.000 34,249 060 STRAW SQFT 0.0300 46,800.00 56,600.000 1,698.00 393,244.000 11,797 061 HYDROSEED SQFT 0.0700 130,200.00 56,600.000 3,962.00 393,244.000 27,527 062 COMPOST SQFT 0.2000 414,000.00 96,600.000 19,320.00 489,227.000 97,845 063 INCORPORATE MATERIALS SQFT 0.2100 42,630.00 25,000.000 5,250.00 25,000.000 5,250 064 CLASS 1 AGGREGATE SUBBASE CY 18.9000 614,250.00 20,481.990 387,109 065 CLASS 2 AGGREGATE BASE (CY) CY 39.0000 830,700.00 12,213.830 476,339 066 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 17,298.950 1,545,661 069 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 0.000 0 073 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2500 18,125.00 0.000 0 074 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2500 2,400.00 0.000 0 075 PLACE HOT MIX ASPHALT SQYD 92.0000 43,240.00 42.700 3,928 (MISCELLANEOUS AREA) 076 TACK COAT TON 22.0000 2,112.00 39.860 876 PROGRAM CAS145 PAGE 4 DATE 01/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C6404 TIME 11:14 AM ESTIMATE NO. 019 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 01/20/17 R.E. NAME: MURDOCK, KEVIN DATE OF THIS ESTIMATE 01/23/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 88.000 67,760 (F) 078 STRUCTURAL CONCRETE, BOX CULVERT CY 1,060.0000 527,880.00 277.000 293,620 (F) 079 MINOR CONCRETE (MINOR STRUCTURE) CY 985.0000 362,480.00 8.600 8,471.00 106.000 104,410 (F) 080 BAR REINFORCING STEEL LB 1.3500 18,607.05 9,615.000 12,980 (F) 081 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0500 122,658.90 67,635.000 71,016 (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 226,050.00 861.000 47,355.00 1,447.000 79,585 086 30" ALTERNATIVE PIPE CULVERT LF 171.0000 27,360.00 40.000 6,840 087 36" ALTERNATIVE PIPE CULVERT LF 107.0000 16,050.00 0.000 0 088 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 104,550.00 226.000 57,630 091 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 31.300 11,894 093 84" CORRUGATED STEEL PIPE (.168" THICK) LF 565.2500 440,895.00 451.000 254,927 094 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 11.1500 38,467.50 0.000 0 095 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 49.3000 227,766.00 0.000 0 (F) 096 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 30.5000 16,165.00 0.000 0 (.079" THICK) 097 12" ENTRANCE TAPER EA 750.0000 8,250.00 0.000 0 098 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 2.000 1,090 103 30" ALTERNATIVE FLARED END SECTION EA 840.0000 840.00 1.000 840 PROGRAM CAS145 PAGE 5 DATE 01/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C6404 TIME 11:14 AM ESTIMATE NO. 019 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 01/20/17 R.E. NAME: MURDOCK, KEVIN DATE OF THIS ESTIMATE 01/23/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 105 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 6.000 18,000 107 ROCK SLOPE PROTECTION CY 83.7500 48,575.00 0.000 0 (1/2 T, METHOD A) (CY) 108 ROCK SLOPE PROTECTION CY 82.0000 123,820.00 852.000 69,864 (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 131,670.00 542.300 46,366 (CY) 111 ROCK SLOPE PROTECTION (1/2 T, METHOD B) CY 79.5000 46,110.00 0.000 0 (CY) 112 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.5000 22,725.00 1,608.700 7,239 113 MISCELLANEOUS IRON AND STEEL LB 2.0000 17,100.00 1,658.000 3,316 (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 0.000 0 119 VEGETATION CONTROL (MINOR CONCRETE) SQYD 71.0000 51,830.00 0.000 0 120 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,645.0000 7,935.00 0.000 0 121 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,340.0000 7,020.00 0.000 0 122 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 0.000 0 PROGRAM CAS145 PAGE 6 DATE 01/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0C6404 TIME 11:14 AM ESTIMATE NO. 019 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 01/20/17 R.E. NAME: MURDOCK, KEVIN DATE OF THIS ESTIMATE 01/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 108,175.12 5,736,090.27 ADJUSTMENT OF COMPENSATION 342.50 -45,941.70 EXTRA WORK 499,945.52 1,276,250.66 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 608,463.14 6,966,399.23 131 MOBILIZATION LS 388,340.9500 388,340.95 0.950 368,923 ORIGINAL CONTRACT AMOUNT 14,885,001.00 TOTAL WORK COMPLETED 608,463.14 7,335,323.13 MATERIALS ON HAND ON SITE 154,850.17 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -304,231.57 -308,491.57 TOTAL 304,231.57 7,181,681.73 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 10/27/17 224 193 15 0 45% 54% PROGRESS IS SATISFACTORY MURDOCK, KEVIN RESIDENT ENGINEER PROGRAM CAS145 DATE 01/23/17