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 06/19/15 EST. NO. 010 TIME 10:17 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 --------------------------------------------------------------------------- 004 0007 800.02 E.W. @ F.A.(+) 040815 N 0039.0 0008 506.64 041515 N 0040.0 0010 1,453.83 033115 N 0038.0 2,760.49 TOTAL THIS ESTIMATE 36,684.03 TOTAL PREVIOUS ESTIMATE 39,444.52 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 06/19/15 EST. NO. 010 TIME 10:17 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 0.00 -1,000.00 TOTAL DEDUCTIONS 0.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 06/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-487504 TIME 10:17 AM ESTIMATE NO. 010 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 06/20/15 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 06/19/15 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 0.750 2,250 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 30,000.0000 30,000.00 0.500 15,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,800.0000 450,000.00 20.000 36,000.00 123.000 221,400 004 CONSTRUCTION AREA SIGNS LS 10,800.0000 10,800.00 0.030 324.00 0.750 8,100 005 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.080 12,000.00 0.490 73,500 006 TYPE III BARRICADE EA 72.0000 936.00 0.000 0 007 CHANNELIZER (SURFACE MOUNTED) EA 47.0000 5,170.00 23.000 1,081 008 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 0.080 3,600.00 0.490 22,050 010 TEMPORARY RAILING (TYPE K) LF 15.7500 37,485.00 1,560.000 24,570 011 TEMPORARY CRASH CUSHION MODULE EA 287.9800 22,462.44 56.000 16,126 012 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.080 400.00 0.490 2,450 013 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.040 100.00 0.700 1,750 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 1.000 830.00 2.000 1,660 (TEMPORARY EROSION CONTROL) 016 TEMPORARY HYDRAULIC MULCH SQYD 0.3500 7,385.00 2,420.000 847.00 15,794.900 5,528 017 TEMPORARY DRAINAGE INLET PROTECTION EA 220.0000 7,260.00 7.000 1,540.00 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 1,052.000 2,630.00 4,927.000 12,317 020 STREET SWEEPING LS 22,000.0000 22,000.00 0.080 1,760.00 0.490 10,780 021 TEMPORARY CONCRETE WASHOUT LS 10,600.0000 10,600.00 0.080 848.00 0.490 5,194 022 TREATED WOOD WASTE LB 0.1600 8,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 06/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-487504 TIME 10:17 AM ESTIMATE NO. 010 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 06/20/15 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 06/19/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 024 REMOVE CHAIN LINK FENCE LF 2.0000 10,440.00 5,921.000 11,842 025 REMOVE GUARDRAIL LF 6.4500 32,701.50 1,410.000 9,094.50 1,836.000 11,842 026 REMOVE FLARED END SECTION EA 97.0000 1,746.00 16.000 1,552 027 REMOVE IRRIGATION FACILITY LS 19,200.0000 19,200.00 1.000 19,200 028 REMOVE PAINTED TRAFFIC STRIPE LF 0.4300 2,700.40 501.000 215 029 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 639.00 0.000 0 030 REMOVE PAVEMENT MARKER EA 1.1000 242.00 0.000 0 031 REMOVE ROADSIDE SIGN EA 110.0000 990.00 9.000 990 032 REMOVE OVERSIDE DRAIN EA 103.0000 206.00 0.000 0 033 REMOVE PIPE (LF) LF 12.1000 6,655.00 24.000 290.40 324.500 3,926 034 REMOVE INLET EA 530.0000 7,420.00 1.000 530.00 3.000 1,590 035 SALVAGE IRRIGATION FACILITY LS 2,760.0000 2,760.00 1.000 2,760 036 RESET ROADSIDE SIGN EA 140.0000 3,220.00 0.000 0 037 RELOCATE ROADSIDE SIGN EA 165.0000 330.00 0.000 0 038 ADJUST FRAME AND COVER TO GRADE EA 541.0000 6,492.00 0.000 0 039 COLD PLANE ASPHALT CONCRETE PAVEMENT SQFT 0.2600 48,100.00 0.000 0 040 REMOVE CONCRETE (CY) CY 83.8000 53,632.00 154.970 12,986.49 285.670 23,939 041 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 0.000 0 046 CLEARING AND GRUBBING (LS) LS 67,500.0000 67,500.00 0.020 1,350.00 0.800 54,000 047 ROADWAY EXCAVATION CY 5.2500 228,375.00 2,851.170 14,968 048 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 06/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-487504 TIME 10:17 AM ESTIMATE NO. 010 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 06/20/15 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 06/19/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 85.000 13,600 (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 7,890.000 106,515.00 60,000.000 810,000 056 WATER METER EA 4,600.0000 9,200.00 0.000 0 057 CAM COUPLER ASSEMBLY EA 810.0000 1,620.00 2.000 1,620.00 2.000 1,620 058 12" CORRUGATED HIGH DENSITY LF 39.5000 33,180.00 118.500 4,680 POLYETHYLENE PIPE CONDUIT 059 TRUCK WATER (CAM COUPLER ASSEMBLY) LS 30,000.0000 30,000.00 0.080 2,400.00 0.490 14,700 060 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 4,800.00 0.000 0 061 HYDROMULCH SQFT 0.0400 18,480.00 0.000 0 062 HYDROSEED SQFT 0.0200 9,240.00 0.000 0 063 CLASS 2 AGGREGATE BASE (CY) CY 40.0000 420,000.00 859.570 34,382.80 5,182.780 207,311 064 PREPAVING INERTIAL PROFILER LS 5,900.0000 5,900.00 0.000 0 065 HOT MIX ASPHALT TON 85.0000 1,776,500.00 6,150.490 522,791.65 6,150.490 522,791 066 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.7000 255.00 0.000 0 067 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.7000 9,367.00 0.000 0 068 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.7000 323.00 0.000 0 069 PLACE HOT MIX ASPHALT SQYD 23.5000 1,692.00 0.000 0 (MISCELLANEOUS AREA) 070 TACK COAT TON 1,180.0000 24,780.00 3.430 4,047.40 3.430 4,047 071 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 0.000 0 PILE (SIGN FOUNDATION) 075 36" CAST-IN-DRILLED-HOLE CONCRETE LF 960.0000 12,480.00 0.000 0 PILE (SIGN FOUNDATION) 076 54" CAST-IN-DRILLED-HOLE CONCRETE LF 960.0000 36,480.00 0.000 0 PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 4 DATE 06/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-487504 TIME 10:17 AM ESTIMATE NO. 010 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 06/20/15 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 06/19/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 PILE (SIGN FOUNDATION) 078 PRESTRESSING CAST-IN-PLACE CONCRETE LS 58,900.0000 58,900.00 0.300 17,670.00 0.300 17,670 079 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 500.0000 27,500.00 55.000 27,500 (F) 080 STRUCTURAL CONCRETE, BRIDGE CY 1,750.0000 714,000.00 162.370 284,147.50 335.000 586,250 (F) 081 STRUCTURAL CONCRETE, RETAINING WALL CY 760.0000 117,040.00 12.000 9,120.00 151.000 114,760 (F) 082 MINOR CONCRETE (MINOR STRUCTURE) CY 940.0000 45,120.00 18.490 17,380 (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 73,354.000 95,360.20 100,736.000 130,956 (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 0.000 0 (0.063"-UNFRAMED) 095 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 2,755.00 0.000 0 (0.080"-UNFRAMED) 096 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 1,312.50 0.000 0 (0.080"-FRAMED) 097 ROADSIDE SIGN - ONE POST EA 240.0000 7,920.00 0.000 0 098 ROADSIDE SIGN - TWO POST EA 360.0000 720.00 0.000 0 099 PREPARE AND PAINT CONCRETE SQFT 4.7500 22,695.50 0.000 0 100 ANTI-GRAFFITI COATING SQFT 2.0000 15,148.00 0.000 0 101 24" REINFORCED CONCRETE PIPE LF 79.0000 2,291.00 88.000 6,952 102 18" CORRUGATED STEEL PIPE (.079" THICK) LF 40.4000 13,736.00 0.000 0 103 24" CORRUGATED STEEL PIPE (.079" THICK) LF 51.2500 56,375.00 590.000 30,237 PROGRAM CAS145 PAGE 5 DATE 06/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-487504 TIME 10:17 AM ESTIMATE NO. 010 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 06/20/15 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 06/19/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (.079" THICK) 105 18" STEEL FLARED END SECTION EA 200.0000 1,000.00 0.000 0 106 24" STEEL FLARED END SECTION EA 252.0000 6,552.00 15.000 3,780 107 ROCK SLOPE PROTECTION CY 93.0000 5,952.00 0.000 0 (FACING, METHOD B) (CY) 108 SLOPE PAVING (CONCRETE) CY 790.0000 33,180.00 0.000 0 (STAMPED BRICK TEXTURE) 109 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 7.0000 840.00 0.000 0 110 MINOR CONCRETE (GUTTER) (LF) LF 31.5000 6,363.00 0.000 0 111 MINOR CONCRETE (MISCELLANEOUS CY 425.0000 420,750.00 126.680 53,839.00 402.940 171,249 CONSTRUCTION) 112 MINOR CONCRETE (TEXTURED PAVING) SQFT 7.1500 157,300.00 0.000 0 113 MISCELLANEOUS IRON AND STEEL LB 1.2500 13,447.50 4,238.000 5,297 (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 0.000 0 116 DELINEATOR (CLASS 1) EA 39.0000 5,850.00 0.000 0 117 OBJECT MARKER (TYPE K) EA 55.0000 715.00 0.000 0 118 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 30.5000 27,755.00 0.000 0 119 TIMBER BARRICADE LF 45.0000 1,800.00 0.000 0 120 CONCRETE ANCHOR BLOCK LF 326.5000 3,265.00 0.000 0 (F) 121 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 400.0000 146,000.00 0.000 0 (F) 122 CABLE RAILING LF 37.0000 7,474.00 0.000 0 (F) 123 TRANSITION RAILING (TYPE WB-31) EA 3,200.0000 3,200.00 0.000 0 124 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 2,800.00 0.000 0 125 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 12,000.00 0.000 0 126 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 3,000.00 0.000 0 127 CONCRETE BARRIER (TYPE 60F) LF 300.0000 57,000.00 0.000 0 128 CONCRETE BARRIER (TYPE 60D) (MODIFIED) LF 110.0000 22,000.00 0.000 0 129 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 6,200.00 0.000 0 130 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 4,590.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 06/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-487504 TIME 10:17 AM ESTIMATE NO. 010 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 06/20/15 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 06/19/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 133 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 0.000 0 (BROKEN 17-7) 136 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3200 2,118.40 3,226.000 1,032.32 6,406.000 2,049 137 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.7500 3,337.50 0.000 0 138 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 7,500.0000 7,500.00 0.080 600.00 0.490 3,675 SYSTEM ELEMENTS DURING CONSTRUCTION 139 ELECTRICAL SYSTEM LS 650,000.0000 650,000.00 0.127 82,550.00 0.251 163,150 140 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 06/19/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-487504 TIME 10:17 AM ESTIMATE NO. 010 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 06/20/15 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 06/19/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,301,206.26 3,964,520.64 ADJUSTMENT OF COMPENSATION 0.00 12,937.04 EXTRA WORK 2,760.49 26,507.48 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,303,966.75 4,003,965.16 142 MOBILIZATION LS 130,000.0000 130,000.00 0.950 123,500 ORIGINAL CONTRACT AMOUNT 8,638,155.22 TOTAL WORK COMPLETED 1,303,966.75 4,127,465.16 MATERIALS ON HAND ON SITE 24,077.40 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -1,000.00 TOTAL 1,303,966.75 4,150,542.56 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 12/22/15 123 69 0 0 47% 49% PROGRESS IS SATISFACTORY JUSTIN KIMURA RESIDENT ENGINEER PROGRAM CAS145 DATE 06/19/15