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 04/19/16 EST. NO. 021 TIME 11:38 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 0118 1,269.98 E.W. @ F.A.(+) 021216 N 0204.0 0121 3,250.50 020216 N 0212.0 0122 1,809.26 020816 N 0213.0 010 0005 7,891.31 E.W. @ F.A.(+) 072715 N 0188.0 0013 627.84 030816 N 0210.0 018 0008 10,423.73 E.W. @ F.A.(+) 020116 N 0214.0 25,272.62 TOTAL THIS ESTIMATE -13,859.62 TOTAL PREVIOUS ESTIMATE 11,413.00 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 04/19/16 EST. NO. 021 TIME 11:38 AM R.E. NAME: JUSTIN KIMURA 06-487504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM-2402F -10,000.00 020 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -1,000.00 008 MISSING PAYROLLS -5,000.00 015 REC'D PAYROLL EST#08 1,000.00 018 MISSING PAYROLLS -10,000.00 020 0.00 -15,000.00 TOTAL DEDUCTIONS 0.00 -25,000.00 PROGRAM CAS145 PAGE 1 DATE 04/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-487504 TIME 11:38 AM ESTIMATE NO. 021 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 03/18/16 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 04/19/16 LOCATION SEMI-FINAL 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 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 450,000.00 250.000 450,000 004 CONSTRUCTION AREA SIGNS LS 10,800.0000 10,800.00 1.000 10,800 005 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000 006 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 10.000 500 (LEFT IN PLACE) 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 45,000.0000 45,000.00 1.000 45,000 010 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 1.000 5,000 013 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.100 250.00 1.000 2,500 PLAN 014 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000.00 1.000 2,000 015 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 47,850.00 375.000 1,087 019 TEMPORARY SILT FENCE LF 2.5000 14,050.00 4,927.000 12,317 020 STREET SWEEPING LS 22,000.0000 22,000.00 1.000 22,000 021 TEMPORARY CONCRETE WASHOUT LS 10,600.0000 10,600.00 1.000 10,600 022 TREATED WOOD WASTE LB 0.1600 8,000.00 31,520.000 5,043 PROGRAM CAS145 PAGE 2 DATE 04/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-487504 TIME 11:38 AM ESTIMATE NO. 021 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 03/18/16 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 04/19/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.800 35.20 47.000 2,068 024 REMOVE CHAIN LINK FENCE LF 2.0000 10,440.00 5,921.000 11,842 025 REMOVE GUARDRAIL LF 6.4500 32,701.50 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 3,043.000 1,369 030 REMOVE PAVEMENT MARKER EA 1.1000 242.00 59.000 64 031 REMOVE ROADSIDE SIGN EA 110.0000 990.00 23.000 2,530 032 REMOVE OVERSIDE DRAIN EA 103.0000 206.00 4.000 412 033 REMOVE PIPE (LF) LF 12.1000 6,655.00 681.400 8,244 034 REMOVE INLET EA 530.0000 7,420.00 15.000 7,950 035 SALVAGE IRRIGATION FACILITY LS 2,760.0000 2,760.00 1.000 2,760 036 RESET ROADSIDE SIGN EA 140.0000 3,220.00 26.000 3,640 037 RELOCATE ROADSIDE SIGN EA 165.0000 330.00 1.000 165 038 ADJUST FRAME AND COVER TO GRADE EA 541.0000 6,492.00 24.000 12,984 039 COLD PLANE ASPHALT CONCRETE PAVEMENT SQFT 0.2600 48,100.00 149,517.000 38,874 040 REMOVE CONCRETE (CY) CY 83.8000 53,632.00 646.800 54,201 041 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.5000 5,277.50 10,555.000 5,277 (F) 042 REFINISH BRIDGE DECK SQFT 24.0000 23,520.00 980.000 23,520 043 TREAT BRIDGE DECK SQFT 1.2000 12,666.00 10,555.000 12,666 (F) 044 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 65.6000 6,953.60 132.500 8,692 045 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 1.000 67,500 047 ROADWAY EXCAVATION CY 5.2500 228,375.00 42,104.800 221,050 048 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 04/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-487504 TIME 11:38 AM ESTIMATE NO. 021 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 03/18/16 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 04/19/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 62,122.000 838,647 056 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 33,180.00 800.000 31,600 POLYETHYLENE PIPE CONDUIT 059 TRUCK WATER (CAM COUPLER ASSEMBLY) LS 30,000.0000 30,000.00 1.000 30,000 060 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 4,800.00 3.000 2,400 061 HYDROMULCH SQFT 0.0400 18,480.00 442,868.000 17,714 062 HYDROSEED SQFT 0.0200 9,240.00 442,868.000 8,857 063 CLASS 2 AGGREGATE BASE (CY) CY 40.0000 420,000.00 10,491.680 419,667 064 PREPAVING INERTIAL PROFILER LS 5,900.0000 5,900.00 1.000 5,900 065 HOT MIX ASPHALT TON 85.0000 1,776,500.00 18,755.100 1,594,183 066 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.7000 255.00 325.000 552 067 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.7000 9,367.00 6,437.000 10,942 068 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.7000 323.00 268.000 455 069 PLACE HOT MIX ASPHALT SQYD 23.5000 1,692.00 275.860 6,482 (MISCELLANEOUS AREA) 070 TACK COAT TON 1,180.0000 24,780.00 19.290 22,762 071 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 53.000 50,880 PILE (SIGN FOUNDATION) 075 36" CAST-IN-DRILLED-HOLE CONCRETE LF 960.0000 12,480.00 13.000 12,480 PILE (SIGN FOUNDATION) 076 54" CAST-IN-DRILLED-HOLE CONCRETE LF 960.0000 36,480.00 38.000 36,480 PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 4 DATE 04/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-487504 TIME 11:38 AM ESTIMATE NO. 021 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 03/18/16 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 04/19/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 22.000 23,540 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 714,000.00 408.000 714,000 (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 0.380 357.20 48.000 45,120 (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 10,247.000 56,358 (F) 088 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.5000 5,123.50 10,247.000 5,123 (F) 089 FURNISH SIGN STRUCTURE (TRUSS) LB 3.2000 132,454.40 41,392.000 132,454 (F) 090 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 12,417.60 41,392.000 12,417 (F) 091 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 6.6000 17,384.40 2,634.000 17,384 (F) WITHOUT WALKWAY) 092 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.5500 4,082.70 2,634.000 4,082 (F) WITHOUT WALKWAY) 093 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 24.5000 18,375.00 750.000 18,375 094 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 2,210.00 173.810 2,259 (0.063"-UNFRAMED) 095 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 2,755.00 172.000 2,494 (0.080"-UNFRAMED) 096 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 1,312.50 75.000 1,312 (0.080"-FRAMED) 097 ROADSIDE SIGN - ONE POST EA 240.0000 7,920.00 30.000 7,200 098 ROADSIDE SIGN - TWO POST EA 360.0000 720.00 3.000 1,080 099 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 56,375.00 985.700 50,517 PROGRAM CAS145 PAGE 5 DATE 04/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-487504 TIME 11:38 AM ESTIMATE NO. 021 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 03/18/16 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 04/19/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 (.079" THICK) 105 18" STEEL FLARED END SECTION EA 200.0000 1,000.00 5.000 1,000 106 24" STEEL FLARED END SECTION EA 252.0000 6,552.00 27.000 6,804 107 ROCK SLOPE PROTECTION CY 93.0000 5,952.00 122.610 11,402 (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 840.00 264.850 1,853 110 MINOR CONCRETE (GUTTER) (LF) LF 31.5000 6,363.00 204.250 6,433 111 MINOR CONCRETE (MISCELLANEOUS CY 425.0000 420,750.00 951.080 404,209 CONSTRUCTION) 112 MINOR CONCRETE (TEXTURED PAVING) SQFT 7.1500 157,300.00 25,757.600 184,166 113 MISCELLANEOUS IRON AND STEEL LB 1.2500 13,447.50 10,758.000 13,447 (F) 114 CHAIN LINK FENCE (TYPE CL-6) LF 16.5000 87,285.00 5,568.000 91,872 115 CHAIN LINK RAILING (TYPE 6) (MODIFIED) LF 87.0000 31,755.00 363.000 31,581 116 DELINEATOR (CLASS 1) EA 39.0000 5,850.00 146.000 5,694 117 OBJECT MARKER (TYPE K) EA 55.0000 715.00 10.000 550 118 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 30.5000 27,755.00 950.000 28,975 119 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 3,200 124 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 2,800.00 5.000 3,500 125 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 12,000.00 4.000 12,000 126 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 3,000.00 2.000 6,000 127 CONCRETE BARRIER (TYPE 60F) LF 300.0000 57,000.00 186.000 55,800 128 CONCRETE BARRIER (TYPE 60D) (MODIFIED) LF 110.0000 22,000.00 207.000 22,770 129 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 6,200.00 16,049.000 8,024 130 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 4,590.00 4,815.000 4,815 PROGRAM CAS145 PAGE 6 DATE 04/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-487504 TIME 11:38 AM ESTIMATE NO. 021 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 03/18/16 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 04/19/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 198.00 430.000 193 (BROKEN 12-3) 132 THERMOPLASTIC PAVEMENT MARKING SQFT 3.7500 16,837.50 4,839.000 18,146 133 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 73.50 354.000 74 (BROKEN 6-1) 134 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 949.20 1,520.000 319 (BROKEN 36-12) 135 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 1,839.60 7,233.000 1,518 (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 3,337.50 801.000 3,003 138 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 7,500.0000 7,500.00 1.000 7,500 SYSTEM ELEMENTS DURING CONSTRUCTION 139 ELECTRICAL SYSTEM LS 650,000.0000 650,000.00 0.999 649,350 140 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 04/19/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-487504 TIME 11:38 AM ESTIMATE NO. 021 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 03/18/16 R.E. NAME: JUSTIN KIMURA DATE OF THIS ESTIMATE 04/19/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,642.40 8,358,332.16 ADJUSTMENT OF COMPENSATION 0.00 -197,063.04 EXTRA WORK 25,272.62 208,476.04 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 27,915.02 8,369,745.16 142 MOBILIZATION LS 130,000.0000 130,000.00 1.000 130,000 ORIGINAL CONTRACT AMOUNT 8,638,155.22 TOTAL WORK COMPLETED 27,915.02 8,499,745.16 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -25,000.00 TOTAL 27,915.02 8,474,745.16 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/13/14 250 09/10/14 09/10/14 03/18/16 250 126 0 0 100% 100% JUSTIN KIMURA RESIDENT ENGINEER PROGRAM CAS145 DATE 04/19/16