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 04/21/15 EST. NO. 038 TIME 01:28 PM R.E. NAME: DAVID ABLEDU 10-481004 --------------------------------------------------------------------------- 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 0141 354.19 E.W. @ F.A.(+) 021715 N 0645.0 0146 284.16 022315 N 0649.0 0147 281.65 022415 N 0650.0 0148 410.00 022515 N 0651.0 0149 260.04 022615 N 0652.0 0150 260.04 022715 N 0653.0 0151 287.19 030215 N 0666.0 0152 287.19 030315 N 0667.0 0153 70.41 030415 N 0668.0 0154 176.04 030615 N 0669.0 0155 211.24 030515 N 0670.0 0156 35.21 030915 N 0671.0 0157 52.81 031115 N 0672.0 0158 52.81 031215 N 0673.0 0159 35.21 031315 N 0674.0 0160 377.60 031415 N 0675.0 015 0009 1,021.36 E.W. @ F.A.(+) 030315 N 0662.0 0010 353.96 030315 N 0663.0 0011 1,112.39 030415 N 0664.0 017 0083 624.38 E.W. @ F.A.(+) 020615 N 0631.0 0084 1,952.63 022515 N 0659.0 0085 492.14 022615 N 0660.0 0086 1,033.24 022515 N 0661.0 0087 33.10 030315 N 0665.0 0088 31.03 121014 N 0598.0 018 0019 750.00 E.W. @ F.A.(+) 021115 N 0677.0 027 0022 500.00 E.W. @ F.A.(+) 031215 N 0676.0 034 0026 4,523.26 E.W. @ F.A.(+) 021215 N 0643.0 047 0003 7,865.00 E.W. @ L.S.(+) 032015 N 0003 0 048 0001 8,000.00 E.W. @ L.S.(+) 032015 N 0001 0 31,728.28 TOTAL THIS ESTIMATE 2,219,514.94 TOTAL PREVIOUS ESTIMATE 2,251,243.22 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 04/21/15 EST. NO. 038 TIME 01:28 PM R.E. NAME: DAVID ABLEDU 10-481004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE REJECTED PILE BENT 3 -7,386.00 006 0.00 -7,386.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 007 REC'ED PAYROLLS#7 10,000.00 008 MISSING PAYROLLS -1,000.00 010 REC'ED PAYROLLS 1,000.00 012 MISSING PAYROLLS -2,500.00 019 REC'ED PAYROLLS#19 2,500.00 020 MISSING PAYROLLS -10,000.00 023 REC'ED #23 10,000.00 025 MISSING PAYROLLS -10,000.00 037 MISSING PAYROLLS -5,000.00 038 -5,000.00 -15,000.00 TOTAL DEDUCTIONS -5,000.00 -22,386.00 PROGRAM CAS145 PAGE 1 DATE 04/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-481004 TIME 01:28 PM ESTIMATE NO. 038 BID OPENING 11/29/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/15 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 04/21/15 LOCATION PROGRESS ESTIMATE 10-MER-99-13.9/14.4 ----------------- RGW CONSTRUCTION INC IN MERCED COUNTY IN MERCED FROM 0.3 550 GREENVILLE ROAD MILE SOUTH OF ROUTE 99/140 LIVERMORE CA 94550 SEPARATION TO G STREET UNDER CROSSING AND ON ROUTE 140 AT MAIN STREET. FED. AID NO. ACNH-P099(550)E WIDEN UNDERCROSSING AND WIDEN RDWY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,500.0000 6,500.00 0.750 4,875 002 TIME-RELATED OVERHEAD WDAY 1,650.0000 1,113,750.00 18.000 29,700.00 674.000 1,112,100 003 TEMPORARY SUPPORT LS 450,000.0000 450,000.00 0.990 445,500 004 18" TEMPORARY CULVERT LF 72.0000 38,160.00 412.250 29,682 005 CONSTRUCTION SITE MANAGEMENT LS 20,000.0000 20,000.00 0.945 18,900 006 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.890 2,225 PREVENTION PLAN 007 TEMPORARY FIBER ROLL LF 2.8000 12,880.00 353.000 988.40 10,123.000 28,344 008 TEMPORARY SILT FENCE LF 3.0000 4,920.00 1,240.000 3,720 009 TEMPORARY GRAVEL BAG BERM LF 16.0000 2,080.00 0.000 0 010 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,850.0000 14,800.00 3.000 5,550.00 22.000 40,700 011 TEMPORARY CONSTRUCTION ENTRANCE EA 2,750.0000 22,000.00 12.000 33,000 012 TEMPORARY COVER SQYD 3.0000 6,000.00 535.880 1,607.64 12,955.270 38,865 013 MOVE-IN/MOVE-OUT EA 500.0000 2,000.00 2.000 1,000 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 2,400.00 23.000 4,600 015 TEMPORARY HYDRAULIC MULCH SQYD 1.1000 3,850.00 3,092.060 3,401 (BONDED FIBER MATRIX) 016 STREET SWEEPING LS 5,000.0000 5,000.00 0.930 4,650 017 RAIN EVENT ACTION PLAN EA 500.0000 46,500.00 1.000 500.00 28.000 14,000 018 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 2.000 4,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 4,000.00 5.000 2,500 020 CONSTRUCTION AREA SIGNS LS 37,500.0000 37,500.00 0.850 31,875 021 TRAFFIC CONTROL SYSTEM LS 355,000.0000 355,000.00 0.945 335,475 022 TYPE III BARRICADE EA 65.0000 6,240.00 55.000 3,575 PROGRAM CAS145 PAGE 2 DATE 04/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-481004 TIME 01:28 PM ESTIMATE NO. 038 BID OPENING 11/29/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/15 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 04/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 1,800.00 91.000 2,730 024 PORTABLE CHANGEABLE MESSAGE SIGN LS 36,000.0000 36,000.00 0.930 33,480 025 PORTABLE RADAR TRAILER EA 1,900.0000 7,600.00 2.000 3,800 026 TEMPORARY RAILING (TYPE K) LF 18.0000 280,800.00 17,380.000 312,840 027 TEMPORARY CRASH CUSHION MODULE EA 400.0000 33,600.00 95.000 38,000 028 TEMPORARY TRAFFIC SCREEN LF 5.0000 78,000.00 14,840.000 74,200 029 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 2.0000 11,100.00 0.000 0 (HAZARDOUS WASTE) 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.0000 4,340.00 3,388.000 6,776 STRIPE (HAZARDOUS WASTE) 031 REMOVE YELLOW THERMOPLASTIC PAVEMENT SQFT 10.0000 790.00 79.000 790 MARKING (HAZARDOUS WASTE) 032 REMOVE CHAIN LINK FENCE LF 5.0000 4,650.00 576.000 2,880 033 REMOVE METAL BEAM GUARD RAILING LF 10.0000 9,500.00 877.000 8,770 034 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 6,740.00 2,045.000 2,045 035 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 370.00 6,735.000 6,735 036 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 3,360.00 766.000 2,298 037 REMOVE PAVEMENT MARKER EA 1.0000 330.00 612.000 612 038 REMOVE ROADSIDE SIGN EA 35.0000 455.00 5.000 175 039 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 740.00 55.000 110 040 REMOVE CULVERT LF 45.0000 5,850.00 33.000 1,485 041 REMOVE INLET EA 525.0000 8,400.00 4.000 2,100 042 REMOVE DOWNDRAIN LF 41.0000 9,020.00 109.000 4,469 043 REMOVE TEMPORARY PORTLAND CEMENT SQFT 1.0000 6,935.00 0.000 0 CONCRETE OVERLAY 044 SALVAGE SINGLE THRIE BEAM BARRIER LF 5.0000 19,400.00 3,675.000 18,375 045 RELOCATE ROADSIDE SIGN EA 200.0000 2,000.00 6.000 1,200 046 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.8000 49,440.00 1,105.560 5,306.69 8,685.910 41,692 047 REMOVE CONCRETE CURB AND SIDEWALK CY 145.0000 15,950.00 8.000 1,160 048 CLEAN BRIDGE DECK SQFT 2.0000 13,870.00 0.000 0 049 CAP INLET EA 1,200.0000 1,200.00 1.000 1,200 PROGRAM CAS145 PAGE 3 DATE 04/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-481004 TIME 01:28 PM ESTIMATE NO. 038 BID OPENING 11/29/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/15 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 04/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BRIDGE REMOVAL LS 260,000.0000 260,000.00 0.990 257,400 051 BRIDGE REMOVAL (PORTION) LS 150,000.0000 150,000.00 1.000 150,000 052 CLEARING AND GRUBBING LS 48,000.0000 48,000.00 1.000 48,000 053 ROADWAY EXCAVATION CY 41.6000 293,280.00 4,414.120 183,627 054 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 055 STRUCTURE EXCAVATION (BRIDGE) CY 90.0000 469,800.00 5,572.000 501,480 (F) 056 STRUCTURE EXCAVATION (TYPE D) CY 51.0000 16,779.00 329.000 16,779 (F) 057 STRUCTURE EXCAVATION (RETAINING WALL) CY 21.6000 33,480.00 1,550.000 33,480 (F) 058 STRUCTURE BACKFILL (BRIDGE) CY 55.0000 299,365.00 45.000 2,475.00 4,359.000 239,745 (F) 059 STRUCTURE BACKFILL (RETAINING WALL) CY 55.5000 68,265.00 1,000.000 55,500 (F) 060 EROSION CONTROL (COMPOST BLANKET) CY 75.0000 34,500.00 49.800 3,735 061 EROSION CONTROL (DRILL SEED) (ACRE) ACRE 2,200.0000 3,520.00 0.000 0 062 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 7,000.00 1.000 500 063 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 3,300.0000 5,280.00 0.000 0 064 EXTEND 6" CONDUIT LF 83.0000 2,075.00 0.000 0 065 CLASS 2 AGGREGATE BASE CY 49.5000 32,670.00 600.550 29,727 066 AGGREGATE BASE (APPROACH SLAB) CY 78.0000 19,890.00 0.000 0 067 HOT MIX ASPHALT (TYPE A) TON 73.0000 934,400.00 8,509.130 621,166 068 SHOULDER RUMBLE STRIP STA 164.0000 10,496.00 0.000 0 (HMA,ROLLED-IN INDENTATIONS) 069 DATA CORE LS 1,500.0000 1,500.00 0.000 0 070 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 2,480.00 622.000 2,488 071 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 1,350.00 90.000 270 072 TACK COAT TON 100.0000 1,500.00 8.230 823 073 78" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 590.0000 1,316,880.00 363.100 214,229.00 2,219.900 1,309,741 074 FURNISH PILING (CLASS 90) LF 39.5000 970,752.00 31,084.610 1,227,842 (ALTERNATIVE W) 075 DRIVE PILE (CLASS 90) EA 1,375.0000 622,875.00 571.000 785,125 (ALTERNATIVE W) 076 PRESTRESSING CAST-IN-PLACE CONCRETE LS 275,000.0000 275,000.00 0.630 173,250 PROGRAM CAS145 PAGE 4 DATE 04/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-481004 TIME 01:28 PM ESTIMATE NO. 038 BID OPENING 11/29/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/15 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 04/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 160.0000 180,800.00 409.000 65,440.00 1,299.000 207,840 (F) 078 STRUCTURAL CONCRETE, BRIDGE CY 410.0000 4,749,440.00 589.000 241,490.00 9,076.000 3,721,160 (F) 079 STRUCTURAL CONCRETE, RETAINING WALL CY 340.0000 158,100.00 474.000 161,160 (F) 080 STRUCTURAL CONCRETE, APPROACH SLAB CY 365.0000 502,605.00 868.500 317,002 (F) (TYPE N MODIFIED) 081 MINOR CONCRETE (MINOR STRUCTURE) CY 1,020.0000 47,940.00 20.330 20,736 (F) 082 PAVING NOTCH EXTENSION CF 70.5000 27,142.50 193.000 13,606 083 DRILL AND BOND DOWEL LF 23.0000 19,320.00 840.000 19,320 084 JOINT SEAL (MR 1 1/2") LF 56.0000 31,416.00 0.000 0 085 JOINT SEAL ASSEMBLY (MR 8") LF 2,100.0000 1,169,700.00 329.000 690,900 086 BAR REINFORCING STEEL (BRIDGE) LB 0.9500 3,492,732.00 329,420.000 312,949.00 3,201,062.000 3,041,008 (F) 087 BAR REINFORCING STEEL (RETAINING WALL) LB 0.9000 62,100.00 321.000 288.90 69,000.000 62,100 (F) 088 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 22.0000 11,440.00 520.000 11,440 089 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 1,800.00 76.750 921 (0.063"-UNFRAMED) 090 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 616.00 38.000 532 (0.080"-UNFRAMED) 091 ROADSIDE SIGN - ONE POST EA 150.0000 2,400.00 12.000 1,800 092 ROADSIDE SIGN - TWO POST EA 200.0000 800.00 1.000 200 093 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 14.5000 7,540.00 0.000 0 094 24" REINFORCED CONCRETE PIPE LF 78.0000 17,160.00 0.000 0 095 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 63.0000 13,230.00 136.000 8,568 (.079" THICK) 096 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 66.0000 6,006.00 0.000 0 (.079" THICK) 097 24" WELDED STEEL PIPE CASING (BRIDGE) LF 92.0000 8,648.00 100.000 9,200 098 18" STEEL FLARED END SECTION EA 137.0000 411.00 2.000 274 099 24" STEEL FLARED END SECTION EA 200.0000 400.00 0.000 0 100 ROCK SLOPE PROTECTION CY 240.0000 1,920.00 7.000 1,680 (NO. 2, METHOD B) 101 SLOPE PAVING (CONCRETE) CY 605.0000 142,175.00 0.000 0 (F) 102 ROCK SLOPE PROTECTION FABRIC SQYD 6.5000 195.00 12.000 78 103 MINOR CONCRETE (CURB, SIDEWALK AND CY 455.0000 50,050.00 10.700 4,868 CURB RAMP) PROGRAM CAS145 PAGE 5 DATE 04/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-481004 TIME 01:28 PM ESTIMATE NO. 038 BID OPENING 11/29/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/15 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 04/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CURB RAMP DETECTABLE WARNING SURFACE SQFT 35.0000 560.00 16.000 560 105 MISCELLANEOUS IRON AND STEEL LB 2.0000 13,692.00 978.000 1,956 (F) 106 CHAIN LINK FENCE (TYPE CL-6) LF 21.0000 19,530.00 0.000 0 107 DELINEATOR (CLASS 1) EA 35.0000 2,800.00 30.000 1,050 108 GUARD RAILING DELINEATOR EA 35.0000 1,085.00 0.000 0 109 OBJECT MARKER EA 50.0000 800.00 0.000 0 110 METAL BEAM GUARD RAILING (STEEL POST) LF 27.5000 10,725.00 146.000 4,015 111 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.0000 59,250.00 0.000 0 112 CHAIN LINK RAILING (TYPE 7) LF 65.0000 75,205.00 660.000 42,900 (F) 113 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 23.0000 81,650.00 0.000 0 114 TRANSITION RAILING (TYPE STB) EA 4,450.0000 8,900.00 0.000 0 115 TRANSITION RAILING (TYPE WB) EA 3,335.0000 16,675.00 2.000 6,670.00 2.000 6,670 116 TRANSITION RAILING (TYPE DTB) EA 4,700.0000 9,400.00 0.000 0 117 TERMINAL CONNECTOR (THRIE BEAM BARRIER) EA 200.0000 800.00 0.000 0 118 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 9,600.00 1.000 3,200 119 CONCRETE BARRIER (TYPE 60A, MODIFIED) LF 50.0000 44,900.00 0.000 0 (F) 120 CONCRETE BARRIER (TYPE 736) LF 100.0000 186,500.00 1,050.000 105,000 (F) 121 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 6,800.00 1,274.000 6,370 122 THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 15,700.00 17,368.000 8,684 (SPRAYABLE) 123 PAINT TRAFFIC STRIPE LF 0.4000 6,600.00 27,781.000 11,112 124 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 162.00 0.000 0 125 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 4,000.00 1,067.000 4,268 126 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.920 2,300 SYSTEM ELEMENTS DURING CONSTRUCTION 127 COMMUNICATION CONDUIT LS 32,350.0000 32,350.00 0.000 0 128 RELOCATE MICROWAVE VEHICLE DETECTION LS 4,150.0000 4,150.00 0.000 0 SYSTEM 129 TRAFFIC MONITORING STATION LS 23,000.0000 23,000.00 0.360 8,280 130 MODIFY SIGNAL LS 22,300.0000 22,300.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 04/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-481004 TIME 01:28 PM ESTIMATE NO. 038 BID OPENING 11/29/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/15 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 04/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MODIFY LIGHTING LS 98,000.0000 98,000.00 0.700 68,600 PROGRAM CAS145 PAGE 7 DATE 04/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-481004 TIME 01:28 PM ESTIMATE NO. 038 BID OPENING 11/29/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/15 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 04/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 887,194.63 16,944,951.46 ADJUSTMENT OF COMPENSATION 0.00 366,015.09 EXTRA WORK 31,728.28 1,885,228.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 918,922.91 19,196,194.68 132 MOBILIZATION LS 1,825,000.0000 1,825,000.00 1.000 1,825,000 ORIGINAL CONTRACT AMOUNT 21,950,177.50 TOTAL WORK COMPLETED 918,922.91 21,021,194.68 MATERIALS ON HAND ON SITE 437,106.06 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -22,386.00 TOTAL 913,922.91 21,435,914.74 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 02/03/12 675 05/03/12 06/07/12 12/30/15 656 54 156 0 84% 79% PROGRESS IS SATISFACTORY DAVID ABLEDU RESIDENT ENGINEER PROGRAM CAS145 DATE 04/21/15