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 12/18/15 EST. NO. 016 TIME 09:32 AM R.E. NAME: JUSTIN KIMURA 06-487504 --------------------------------------------------------------------------- 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 0004 648.19 E.W. @ F.A.(+) 033115 N 0032.0 0065 367.99 102215 N 0122.0 0067 164.55 100915 N 0111.0 0068 634.82 102615 N 0123.0 0069 730.82 102715 N 0125.0 0070 78.53 102715 N 0126.0 0071 157.18 102815 N 0127.0 004 0026 3,021.18 E.W. @ F.A.(+) 101915 N 0118.0 017 0001 1,940.68 E.W. @ F.A.(+) 100715 N 0109.0 0002 70.97 100715 N 0110.0 7,814.91 TOTAL THIS ESTIMATE 31,615.76 TOTAL PREVIOUS ESTIMATE 39,430.67 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 12/18/15 EST. NO. 016 TIME 09:32 AM R.E. NAME: JUSTIN KIMURA 06-487504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -1,000.00 008 MISSING PAYROLLS -5,000.00 015 0.00 -6,000.00 TOTAL DEDUCTIONS 0.00 -6,000.00 PROGRAM CAS145 PAGE 1 DATE 12/18/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-487504 TIME 09:32 AM ESTIMATE NO. 016 BID OPENING 03/26/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/15 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 12/18/15 LOCATION PROGRESS ESTIMATE 06-KIN-198-R16.5/R17.2 ----------------- AGEE CONSTRUCTION CORPORATION ON ROUTE 198 FROM 0.4 MILE WEST OF PO BOX 629 12TH AVENUE OVERCROSSING TO 0.3 CLOVIS CA 93613 MILE EAST OF 12TH AVENUE OVERCROSSING FED. AID NO. NHP-P198(62)E RECONSTRUCT INTERCHANGE 12TH AVE ------------------------------------------------------------------------------------------------------------------------------------ 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 0.250 750.00 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 30,000.0000 30,000.00 0.750 22,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,800.0000 450,000.00 11.000 19,800.00 234.000 421,200 004 CONSTRUCTION AREA SIGNS LS 10,800.0000 10,800.00 0.010 108.00 0.880 9,504 005 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.050 7,500.00 0.940 141,000 006 TYPE III BARRICADE EA 72.0000 936.00 0.000 0 007 CHANNELIZER (SURFACE MOUNTED) EA 47.0000 5,170.00 33.000 1,551 008 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 500.00 0.000 0 (LEFT IN PLACE) 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 45,000.0000 45,000.00 0.050 2,250.00 0.940 42,300 010 TEMPORARY RAILING (TYPE K) LF 15.7500 37,485.00 4,020.000 63,315 011 TEMPORARY CRASH CUSHION MODULE EA 287.9800 22,462.44 92.000 26,494 012 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.050 250.00 0.940 4,700 013 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.010 25.00 0.870 2,175 PLAN 014 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 0.000 0 015 MOVE-IN/MOVE-OUT EA 830.0000 1,660.00 2.000 1,660 (TEMPORARY EROSION CONTROL) 016 TEMPORARY HYDRAULIC MULCH SQYD 0.3500 7,385.00 31,345.120 10,970 017 TEMPORARY DRAINAGE INLET PROTECTION EA 220.0000 7,260.00 10.000 2,200 018 TEMPORARY FIBER ROLL LF 2.9000 47,850.00 0.000 0 019 TEMPORARY SILT FENCE LF 2.5000 14,050.00 4,927.000 12,317 020 STREET SWEEPING LS 22,000.0000 22,000.00 0.050 1,100.00 0.940 20,680 021 TEMPORARY CONCRETE WASHOUT LS 10,600.0000 10,600.00 0.050 530.00 0.940 9,964 022 TREATED WOOD WASTE LB 0.1600 8,000.00 31,520.000 5,043 PROGRAM CAS145 PAGE 2 DATE 12/18/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-487504 TIME 09:32 AM ESTIMATE NO. 016 BID OPENING 03/26/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/15 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 12/18/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ABANDON CULVERT (LF) LF 44.0000 2,068.00 46.200 2,032 024 REMOVE CHAIN LINK FENCE LF 2.0000 10,440.00 5,921.000 11,842 025 REMOVE GUARDRAIL LF 6.4500 32,701.50 742.000 4,785.90 5,074.000 32,727 026 REMOVE FLARED END SECTION EA 97.0000 1,746.00 19.000 1,843 027 REMOVE IRRIGATION FACILITY LS 19,200.0000 19,200.00 1.000 19,200 028 REMOVE PAINTED TRAFFIC STRIPE LF 0.4300 2,700.40 2,359.000 1,014 029 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 639.00 1,351.000 607 030 REMOVE PAVEMENT MARKER EA 1.1000 242.00 29.000 31 031 REMOVE ROADSIDE SIGN EA 110.0000 990.00 13.000 1,430 032 REMOVE OVERSIDE DRAIN EA 103.0000 206.00 3.000 309.00 4.000 412 033 REMOVE PIPE (LF) LF 12.1000 6,655.00 74.000 895.40 681.400 8,244 034 REMOVE INLET EA 530.0000 7,420.00 6.000 3,180.00 14.000 7,420 035 SALVAGE IRRIGATION FACILITY LS 2,760.0000 2,760.00 1.000 2,760 036 RESET ROADSIDE SIGN EA 140.0000 3,220.00 3.000 420.00 3.000 420 037 RELOCATE ROADSIDE SIGN EA 165.0000 330.00 0.000 0 038 ADJUST FRAME AND COVER TO GRADE EA 541.0000 6,492.00 11.000 5,951 039 COLD PLANE ASPHALT CONCRETE PAVEMENT SQFT 0.2600 48,100.00 7,260.000 1,887.60 57,519.000 14,954 040 REMOVE CONCRETE (CY) CY 83.8000 53,632.00 29.480 2,470.42 646.800 54,201 041 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.5000 5,277.50 0.000 0 (F) 042 REFINISH BRIDGE DECK SQFT 24.0000 23,520.00 0.000 0 043 TREAT BRIDGE DECK SQFT 1.2000 12,666.00 0.000 0 (F) 044 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 65.6000 6,953.60 0.000 0 045 BRIDGE REMOVAL (PORTION) LS 36,000.0000 36,000.00 1.000 36,000 046 CLEARING AND GRUBBING (LS) LS 67,500.0000 67,500.00 0.010 675.00 0.890 60,075 047 ROADWAY EXCAVATION CY 5.2500 228,375.00 261.800 1,374.45 37,945.270 199,212 048 STRUCTURE EXCAVATION (BRIDGE) CY 295.0000 76,995.00 261.000 76,995 (F) 049 STRUCTURE EXCAVATION (RETAINING WALL) CY 25.5000 3,774.00 148.000 3,774 (F) PROGRAM CAS145 PAGE 3 DATE 12/18/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-487504 TIME 09:32 AM ESTIMATE NO. 016 BID OPENING 03/26/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/15 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 12/18/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (GROUND ANCHOR CY 67.0000 11,457.00 171.000 11,457 (F) WALL) 051 STRUCTURE BACKFILL (BRIDGE) CY 160.0000 23,520.00 147.000 23,520 (F) 052 STRUCTURE BACKFILL (RETAINING WALL) CY 60.0000 10,800.00 180.000 10,800 (F) 053 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 230.0000 2,070.00 9.000 2,070 (F) 054 PERVIOUS BACKFILL MATERIAL CY 81.0000 2,430.00 30.000 2,430 (F) 055 IMPORTED BORROW (CY) CY 13.5000 781,650.00 61,501.000 830,263 056 WATER METER EA 4,600.0000 9,200.00 0.000 0 057 CAM COUPLER ASSEMBLY EA 810.0000 1,620.00 2.000 1,620 058 12" CORRUGATED HIGH DENSITY LF 39.5000 33,180.00 364.050 14,379.98 759.550 30,002 POLYETHYLENE PIPE CONDUIT 059 TRUCK WATER (CAM COUPLER ASSEMBLY) LS 30,000.0000 30,000.00 0.050 1,500.00 0.940 28,200 060 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 4,800.00 1.000 800 061 HYDROMULCH SQFT 0.0400 18,480.00 159,728.000 6,389 062 HYDROSEED SQFT 0.0200 9,240.00 159,728.000 3,194 063 CLASS 2 AGGREGATE BASE (CY) CY 40.0000 420,000.00 2,211.420 88,456.80 10,466.750 418,670 064 PREPAVING INERTIAL PROFILER LS 5,900.0000 5,900.00 0.300 1,770 065 HOT MIX ASPHALT TON 85.0000 1,776,500.00 1,143.070 97,160.95 13,164.600 1,118,991 066 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.7000 255.00 75.000 127.50 75.000 127 067 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.7000 9,367.00 1,073.000 1,824.10 3,359.000 5,710 068 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.7000 323.00 50.000 85.00 50.000 85 069 PLACE HOT MIX ASPHALT SQYD 23.5000 1,692.00 112.380 2,640.93 123.350 2,898 (MISCELLANEOUS AREA) 070 TACK COAT TON 1,180.0000 24,780.00 1.090 1,286.20 11.930 14,077 071 GROUND ANCHOR (SUBHORIZONTAL) EA 2,680.0000 120,600.00 45.000 120,600 072 FURNISH PILING (CLASS 200) LF 20.5000 29,417.50 1,435.000 29,417 (ALTERNATIVE X) 073 DRIVE PILE (CLASS 200) (ALTERNATIVE X) EA 6,075.0000 121,500.00 20.000 121,500 074 30" CAST-IN-DRILLED-HOLE CONCRETE LF 960.0000 50,880.00 50.500 48,480 PILE (SIGN FOUNDATION) 075 36" CAST-IN-DRILLED-HOLE CONCRETE LF 960.0000 12,480.00 12.500 12,000 PILE (SIGN FOUNDATION) 076 54" CAST-IN-DRILLED-HOLE CONCRETE LF 960.0000 36,480.00 18.500 17,760.00 37.000 35,520 PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 4 DATE 12/18/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-487504 TIME 09:32 AM ESTIMATE NO. 016 BID OPENING 03/26/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/15 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 12/18/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,070.0000 23,540.00 21.500 23,005 PILE (SIGN FOUNDATION) 078 PRESTRESSING CAST-IN-PLACE CONCRETE LS 58,900.0000 58,900.00 1.000 58,900 079 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 500.0000 27,500.00 55.000 27,500 (F) 080 STRUCTURAL CONCRETE, BRIDGE CY 1,750.0000 714,000.00 4.000 7,000.00 408.000 714,000 (F) 081 STRUCTURAL CONCRETE, RETAINING WALL CY 760.0000 117,040.00 154.000 117,040 (F) 082 MINOR CONCRETE (MINOR STRUCTURE) CY 940.0000 45,120.00 1.170 1,099.80 56.060 52,696 (F) 083 ARCHITECTURAL TREATMENT SQFT 20.2500 32,643.00 1,612.000 32,643 (F) (BRICK FORMED RELIEF TEXTURE) 084 BAR REINFORCING STEEL (BRIDGE) LB 1.3000 148,976.10 114,597.000 148,976 (F) 085 BAR REINFORCING STEEL (RETAINING WALL) LB 1.3000 60,361.60 46,432.000 60,361 (F) 086 STRUCTURAL SHOTCRETE CY 799.9600 54,397.28 68.740 54,989 087 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 5.5000 56,358.50 0.000 0 (F) 088 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.5000 5,123.50 0.000 0 (F) 089 FURNISH SIGN STRUCTURE (TRUSS) LB 3.2000 132,454.40 0.000 0 (F) 090 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 12,417.60 0.000 0 (F) 091 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 6.6000 17,384.40 0.000 0 (F) WITHOUT WALKWAY) 092 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.5500 4,082.70 0.000 0 (F) WITHOUT WALKWAY) 093 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 24.5000 18,375.00 0.000 0 094 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 2,210.00 31.030 403.39 78.030 1,014 (0.063"-UNFRAMED) 095 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 2,755.00 26.000 377.00 98.000 1,421 (0.080"-UNFRAMED) 096 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 1,312.50 37.500 656.25 37.500 656 (0.080"-FRAMED) 097 ROADSIDE SIGN - ONE POST EA 240.0000 7,920.00 4.000 960.00 18.000 4,320 098 ROADSIDE SIGN - TWO POST EA 360.0000 720.00 1.000 360.00 1.000 360 099 PREPARE AND PAINT CONCRETE SQFT 4.7500 22,695.50 4,778.000 22,695 100 ANTI-GRAFFITI COATING SQFT 2.0000 15,148.00 7,574.000 15,148 101 24" REINFORCED CONCRETE PIPE LF 79.0000 2,291.00 124.000 9,796 102 18" CORRUGATED STEEL PIPE (.079" THICK) LF 40.4000 13,736.00 342.000 13,816 103 24" CORRUGATED STEEL PIPE (.079" THICK) LF 51.2500 56,375.00 966.000 49,507 PROGRAM CAS145 PAGE 5 DATE 12/18/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-487504 TIME 09:32 AM ESTIMATE NO. 016 BID OPENING 03/26/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/15 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 12/18/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 12" CORRUGATED STEEL PIPE RISER LF 118.0000 708.00 6.000 708.00 6.000 708 (.079" THICK) 105 18" STEEL FLARED END SECTION EA 200.0000 1,000.00 4.000 800.00 5.000 1,000 106 24" STEEL FLARED END SECTION EA 252.0000 6,552.00 6.000 1,512.00 26.000 6,552 107 ROCK SLOPE PROTECTION CY 93.0000 5,952.00 57.670 5,363.31 106.010 9,858 (FACING, METHOD B) (CY) 108 SLOPE PAVING (CONCRETE) CY 790.0000 33,180.00 42.000 33,180 (STAMPED BRICK TEXTURE) 109 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 7.0000 840.00 45.160 316.12 210.670 1,474 110 MINOR CONCRETE (GUTTER) (LF) LF 31.5000 6,363.00 204.250 6,433 111 MINOR CONCRETE (MISCELLANEOUS CY 425.0000 420,750.00 172.810 73,444.25 855.250 363,481 CONSTRUCTION) 112 MINOR CONCRETE (TEXTURED PAVING) SQFT 7.1500 157,300.00 10,918.000 78,063 113 MISCELLANEOUS IRON AND STEEL LB 1.2500 13,447.50 326.000 407.50 10,758.000 13,447 (F) 114 CHAIN LINK FENCE (TYPE CL-6) LF 16.5000 87,285.00 0.000 0 115 CHAIN LINK RAILING (TYPE 6) (MODIFIED) LF 87.0000 31,755.00 363.000 31,581 116 DELINEATOR (CLASS 1) EA 39.0000 5,850.00 50.000 1,950.00 79.000 3,081 117 OBJECT MARKER (TYPE K) EA 55.0000 715.00 0.000 0 118 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 30.5000 27,755.00 953.500 29,081.75 953.500 29,081 119 TIMBER BARRICADE LF 45.0000 1,800.00 0.000 0 120 CONCRETE ANCHOR BLOCK LF 326.5000 3,265.00 10.000 3,265 (F) 121 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 400.0000 146,000.00 365.400 146,160 (F) 122 CABLE RAILING LF 37.0000 7,474.00 202.000 7,474 (F) 123 TRANSITION RAILING (TYPE WB-31) EA 3,200.0000 3,200.00 1.000 3,200.00 1.000 3,200 124 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 2,800.00 5.000 3,500.00 5.000 3,500 125 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 12,000.00 5.000 15,000.00 5.000 15,000 126 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000 127 CONCRETE BARRIER (TYPE 60F) LF 300.0000 57,000.00 186.000 55,800 128 CONCRETE BARRIER (TYPE 60D) (MODIFIED) LF 110.0000 22,000.00 200.000 22,000.00 200.000 22,000 129 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 6,200.00 6,048.000 3,024 130 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 4,590.00 1,643.000 1,643 PROGRAM CAS145 PAGE 6 DATE 12/18/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-487504 TIME 09:32 AM ESTIMATE NO. 016 BID OPENING 03/26/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/15 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 12/18/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 198.00 0.000 0 (BROKEN 12-3) 132 THERMOPLASTIC PAVEMENT MARKING SQFT 3.7500 16,837.50 1,510.000 5,662 133 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 73.50 0.000 0 (BROKEN 6-1) 134 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 949.20 0.000 0 (BROKEN 36-12) 135 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 1,839.60 3,969.000 833 (BROKEN 17-7) 136 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3200 2,118.40 10,591.000 3,389 137 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.7500 3,337.50 324.000 1,215 138 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 7,500.0000 7,500.00 0.050 375.00 0.940 7,050 SYSTEM ELEMENTS DURING CONSTRUCTION 139 ELECTRICAL SYSTEM LS 650,000.0000 650,000.00 0.080 52,000.00 0.871 566,150 140 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 141 REMOVE CONCRETE BARRIER LF 20.0000 3,800.00 252.000 5,040 PROGRAM CAS145 PAGE 7 DATE 12/18/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-487504 TIME 09:32 AM ESTIMATE NO. 016 BID OPENING 03/26/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/15 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 12/18/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 497,046.60 7,062,515.80 ADJUSTMENT OF COMPENSATION 0.00 -62,728.74 EXTRA WORK 7,814.91 102,159.41 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 504,861.51 7,101,946.47 142 MOBILIZATION LS 130,000.0000 130,000.00 1.000 130,000 ORIGINAL CONTRACT AMOUNT 8,638,155.22 TOTAL WORK COMPLETED 504,861.51 7,231,946.47 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -6,000.00 TOTAL 504,861.51 7,225,946.47 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 05/13/14 250 09/10/14 09/10/14 01/13/16 234 83 0 0 81% 94% PROGRESS IS SATISFACTORY JUSTIN KIMURA RESIDENT ENGINEER PROGRAM CAS145 DATE 12/18/15