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 12/01/16 EST. NO. 017 TIME 08:31 AM R.E. NAME: ALTERTON, NATHAN 03-1A8424 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 12/01/16 EST. NO. 017 TIME 08:31 AM R.E. NAME: ALTERTON, NATHAN 03-1A8424 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING 2016 CEM4401 -10,000.00 017 -10,000.00 -10,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 017 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION CERTIFIED PAYROLLS -1,000.00 017 -1,000.00 -1,000.00 OVERBID ITEMS OVERBID ITEM NO. 151 -268,866.56 002 OVERBID ITEM NO. 151 -71,697.75 003 OVERBID ITEM NO. 151 -17,924.44 009 OVERBID ITEM NO. 151 358,488.75 017 358,488.75 0.00 TOTAL DEDUCTIONS 337,488.75 -21,000.00 PROGRAM CAS145 PAGE 1 DATE 12/01/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8424 TIME 08:31 AM ESTIMATE NO. 017 BID OPENING 08/06/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/02/16 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 12/01/16 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 03-ED-89-8.6/13.8 ---------------------------------------- QUALCON CONTRACTORS INC. IN AND NEAR SOUTH LAKE TAHOE FROM 1645 ESMERALDA AVENUE ROUTE 50 TO CASCADE ROAD MINDEN NV 89423 FED. AID NO. STP-P089(109)E STORM WATER QUALITY IMPROVEMENTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.250 3,750.00 1.000 15,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 440,000.00 11.000 22,000.00 223.000 446,000 004 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000 005 TRAFFIC CONTROL SYSTEM LS 800,000.0000 800,000.00 0.036 28,800.00 1.000 800,000 006 TYPE III BARRICADE EA 100.0000 600.00 6.000 600 007 TRAFFIC PLASTIC DRUM EA 60.0000 1,200.00 20.000 1,200 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,000.0000 40,000.00 0.036 1,440.00 1.000 40,000 009 TEMPORARY RAILING (TYPE K) LF 70.0000 11,200.00 360.000 25,200 010 TEMPORARY CRASH CUSHION MODULE EA 2,500.0000 5,000.00 2.000 5,000 011 JOB SITE MANAGEMENT LS 200,000.0000 200,000.00 0.036 7,200.00 1.000 200,000 012 PREPARE STORM WATER POLLUTION PREVENTION LS 10,000.0000 10,000.00 0.012 120.00 1.000 10,000 PLAN 013 RAIN EVENT ACTION PLAN EA 500.0000 14,000.00 24.000 12,000 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 700.0000 21,000.00 2.000 1,400 015 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 016 MOVE-IN/MOVE-OUT EA 1,200.0000 7,200.00 6.000 7,200 (TEMPORARY EROSION CONTROL) 017 TEMPORARY HYDRAULIC MULCH SQYD 2.0000 20,400.00 10,594.200 21,188 (BONDED FIBER MATRIX) 018 TEMPORARY COVER SQYD 7.0000 71,400.00 4,896.500 34,275 019 TEMPORARY CHECK DAM LF 50.0000 8,000.00 1,722.500 86,125 020 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 12,600.00 96.000 28,800 021 TEMPORARY FIBER ROLL LF 5.0000 49,100.00 24,093.500 120,467 022 TEMPORARY GRAVEL BAG BERM LF 18.0000 37,800.00 114.500 2,061 PROGRAM CAS145 PAGE 2 DATE 12/01/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8424 TIME 08:31 AM ESTIMATE NO. 017 BID OPENING 08/06/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/02/16 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 12/01/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY LARGE SEDIMENT BARRIER LF 12.0000 3,360.00 0.000 0 024 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 12,000.00 2.000 6,000 025 STREET SWEEPING LS 100,000.0000 100,000.00 1.000 100,000 026 TEMPORARY ACTIVE TREATMENT SYSTEM LS 90,000.0000 90,000.00 1.000 90,000 027 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 1.000 15,000 028 TEMPORARY CLEAR WATER DIVERSION SYSTEM LS 40,000.0000 40,000.00 1.000 40,000 029 TEMPORARY FENCE (TYPE ESA) LF 5.0000 19,850.00 3,920.000 19,600 030 TREATED WOOD WASTE LB 2.0000 11,200.00 6,200.000 12,400 031 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) WDAY 1,200.0000 19,200.00 11.000 13,200 032 REMOVE WOODEN VEHICLE BARRIER EA 125.0000 3,125.00 79.000 9,875 033 REMOVE FLARED END SECTION EA 400.0000 2,400.00 6.000 2,400 034 REMOVE ROADSIDE SIGN EA 100.0000 13,000.00 130.000 13,000 035 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 036 REMOVE ASPHALT CONCRETE DIKE LF 15.0000 5,100.00 100.000 1,500 037 REMOVE CULVERT (LF) LF 40.0000 19,200.00 688.600 27,544 038 REMOVE INLET EA 1,000.0000 7,000.00 7.000 7,000 039 REMOVE HEADWALL EA 1,200.0000 2,400.00 2.000 2,400 040 REMOVE MANHOLE EA 1,000.0000 2,000.00 2.000 2,000 041 REMOVE RETAINING WALL (PORTION) (CY) CY 500.0000 2,000.00 3.900 1,950 042 REMOVE BASE AND SURFACING CY 90.0000 64,800.00 342.000 30,780 043 REMOVE SLOTTED CORRUGATED STEEL PIPE LF 40.0000 8,400.00 234.500 9,380 044 RESET ROADSIDE SIGN EA 250.0000 5,250.00 23.000 5,750 045 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 320,800.00 45,983.860 367,870 046 REMOVE CONCRETE (CURB AND GUTTER) LF 25.0000 17,000.00 680.000 17,000 047 CLEANING, INSPECTING, AND PREPARING LF 150.0000 12,450.00 0.000 0 CULVERT (LF) 048 MACHINE SPIRAL WOUND PVC PIPELINER LF 600.0000 49,800.00 0.000 0 (GROUTED, 36") 049 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 1.000 100,000 PROGRAM CAS145 PAGE 3 DATE 12/01/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8424 TIME 08:31 AM ESTIMATE NO. 017 BID OPENING 08/06/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/02/16 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 12/01/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADWAY EXCAVATION CY 60.0000 636,000.00 10,548.890 632,933 051 SHOULDER BACKING TON 55.0000 75,350.00 1,613.890 88,763 052 STRUCTURE EXCAVATION (RETAINING WALL) CY 350.0000 3,500.00 10.000 3,500 (F) 053 SAND BEDDING CY 120.0000 6,120.00 4.100 492 054 STRUCTURE BACKFILL (RETAINING WALL) CY 300.0000 3,000.00 10.000 3,000 (F) 055 CULTIVATION SQYD 4.0000 2,200.00 390.000 1,560 056 SOIL AMENDMENT CY 300.0000 600.00 9.000 2,700 057 ORGANIC FERTILIZER LB 25.0000 275.00 11.000 275 058 SOD SQYD 15.0000 8,250.00 390.000 5,850 059 PLANT ESTABLISHMENT WORK LS 6,000.0000 6,000.00 1.000 6,000 060 PINE WOOD MULCH SQFT 1.0000 22,800.00 16,002.500 16,002 061 STONE WALL LF 200.0000 56,000.00 297.500 59,500 062 WOODEN VEHICLE BARRIER EA 75.0000 25,500.00 373.000 27,975 063 BOULDER VEHICLE BARRIER EA 60.0000 21,600.00 420.000 25,200 064 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.2000 34,400.00 185,576.500 37,115 065 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 1.0000 6,320.00 9,017.800 9,017 066 FIBER ROLLS LF 5.0000 1,250.00 161.000 805 067 STRAW SQFT 0.6000 100,800.00 152,428.500 91,457 068 COMPOST SQFT 0.9000 47,970.00 42,775.000 38,497 069 INCORPORATE MATERIALS SQFT 0.2000 10,660.00 39,960.000 7,992 070 CLASS 2 AGGREGATE BASE (CY) CY 80.0000 626,400.00 8,393.820 671,505 071 CRACK TREATMENT LNMI 4,000.0000 60,000.00 15.000 60,000 072 REPLACE ASPHALT CONCRETE SURFACING CY 800.0000 40,800.00 421.140 336,912 073 HOT MIX ASPHALT TON 125.0000 2,362,500.00 20,925.500 2,615,687 074 DATA CORE LS 5,000.0000 5,000.00 1.000 5,000 075 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 10.0000 240.00 0.000 0 076 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 10.0000 8,300.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 12/01/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8424 TIME 08:31 AM ESTIMATE NO. 017 BID OPENING 08/06/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/02/16 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 12/01/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HOT MIX ASPHALT SQYD 12.0000 70,200.00 6,005.870 72,070 (MISCELLANEOUS AREA) 078 TACK COAT TON 800.0000 32,800.00 33.100 26,480 079 STRUCTURAL CONCRETE, RETAINING WALL CY 1,000.0000 10,000.00 10.000 10,000 (F) 080 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 081 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 082 MINOR CONCRETE (MINOR STRUCTURE) CY 3,300.0000 594,000.00 180.000 594,000 (F) 083 BAR REINFORCING STEEL (RETAINING WALL) LB 10.0000 6,380.00 638.000 6,380 (F) 084 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 085 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 26.0000 19,240.00 740.000 19,240 (0.063"-UNFRAMED) 086 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.0000 2,970.00 110.000 2,970 (0.080"-UNFRAMED) 087 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 34.0000 5,440.00 160.000 5,440 (0.063"-FRAMED) 088 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.0000 3,850.00 110.000 3,850 (0.080"-FRAMED) 089 ROADSIDE SIGN - ONE POST EA 450.0000 42,750.00 95.000 42,750 090 ROADSIDE SIGN - TWO POST EA 800.0000 9,600.00 12.000 9,600 091 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 600.00 4.000 600 METHOD) 092 ROCK STAIN SQFT 10.0000 6,500.00 0.000 0 093 CONCRETE BACKFILL (PIPE TRENCH) CY 660.0000 14,520.00 22.000 14,520 (F) 094 12" PERFORATED PLASTIC PIPE LF 180.0000 162,000.00 1,433.000 257,940 095 18" PERFORATED PLASTIC PIPE LF 380.0000 64,600.00 170.000 64,600 096 15" PLASTIC PIPE LF 150.0000 171,000.00 1,110.500 166,575 097 18" PLASTIC PIPE LF 160.0000 334,400.00 2,239.000 358,240 098 18" REINFORCED CONCRETE PIPE LF 300.0000 16,800.00 55.700 16,710 099 18" CORRUGATED STEEL PIPE (.109" THICK) LF 300.0000 45,000.00 143.900 43,170 100 24" CORRUGATED STEEL PIPE (.109" THICK) LF 320.0000 115,200.00 370.400 118,528 101 30" CORRUGATED STEEL PIPE (.109" THICK) LF 420.0000 16,380.00 38.800 16,296 102 17" X 13" CORRUGATED STEEL PIPE ARCH LF 360.0000 5,040.00 16.000 5,760 (.109" THICK) 103 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 180.0000 55,620.00 397.900 71,622 (F) PROGRAM CAS145 PAGE 5 DATE 12/01/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8424 TIME 08:31 AM ESTIMATE NO. 017 BID OPENING 08/06/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/02/16 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 12/01/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CLASS 2 PERMEABLE MATERIAL (BLANKET) CY 180.0000 9,180.00 19.000 3,420.00 70.000 12,600 (F) 105 DRAINAGE INLET MARKER EA 80.0000 3,760.00 47.000 3,760 106 36" CORRUGATED STEEL PIPE INLET LF 1,200.0000 22,800.00 18.300 21,960 (.109" THICK) 107 18" STEEL FLARED END SECTION EA 500.0000 1,000.00 2.000 1,000 108 24" STEEL FLARED END SECTION EA 550.0000 2,750.00 6.000 3,300 109 36" STEEL FLARED END SECTION EA 1,000.0000 2,000.00 1.000 1,000 110 24" PRECAST CONCRETE PIPE MANHOLE LF 750.0000 11,250.00 15.000 11,250 111 ROCK SLOPE PROTECTION CY 100.0000 7,000.00 70.000 7,000.00 140.000 14,000 (F) (LIGHT, METHOD B) (CY) 112 DETECTABLE WARNING SURFACE SQFT 30.0000 17,400.00 670.650 20,119 113 MINOR CONCRETE (CURB AND GUTTER) CY 360.0000 252,000.00 579.550 208,638 114 MINOR CONCRETE (GUTTER DEPRESSION) CY 360.0000 24,840.00 79.480 28,612 115 MINOR CONCRETE (DRIVEWAY) CY 400.0000 100,000.00 247.610 99,044 116 MINOR CONCRETE (SIDEWALK) CY 360.0000 2,880.00 11.640 4,190 117 MINOR CONCRETE (CURB RAMP) CY 360.0000 25,920.00 72.440 26,078 118 PRE/POST CONSTRUCTION SURVEYS EA 500.0000 41,500.00 83.000 41,500 119 MISCELLANEOUS IRON AND STEEL LB 3.5000 58,971.50 16,849.000 58,971 (F) 120 DELINEATOR (CLASS 2) EA 55.0000 5,005.00 108.000 5,940 121 HIGHWAY POST MARKER EA 60.0000 120.00 2.000 120 122 MARKER (CULVERT) EA 60.0000 3,060.00 51.000 3,060 123 CABLE RAILING LF 150.0000 20,400.00 136.000 20,400 (F) 124 8" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 4,000.00 963.200 3,852 (RECESSED) 125 THERMOPLASTIC PAVEMENT MARKING SQFT 12.0000 7,440.00 512.000 6,144 (RECESSED) 126 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 1,536.00 1,404.000 1,684 (RECESSED, BROKEN 12-3) 127 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 9,204.00 7,187.000 8,624 (RECESSED, BROKEN 36-12) 128 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 16,200.00 19,239.200 23,087 (RECESSED) (BROKEN 17-7) 129 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 137,940.00 72,596.000 159,711 (RECESSED) 130 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.2000 1,836.00 618.000 741 PROGRAM CAS145 PAGE 6 DATE 12/01/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8424 TIME 08:31 AM ESTIMATE NO. 017 BID OPENING 08/06/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/02/16 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 12/01/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 12.0000 18,120.00 1,654.000 19,848 132 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 SYSTEM ELEMENTS DURING CONSTRUCTION 133 PEDESTRIAN HYBRID BEACON AND LIGHTING LS 100,000.0000 100,000.00 0.050 5,000.00 1.000 100,000 134 MODIFY FLASHING BEACON LS 20,000.0000 20,000.00 1.000 20,000 135 MODIFY TRAFFIC MONITORING STATION LS 18,000.0000 18,000.00 1.000 18,000 136 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 137 GEOSYNTHETIC REINFORCEMENT SQYD 50.0000 11,500.00 230.000 11,500 138 IMPORTED TOPSOIL (CY) CY 100.0000 7,100.00 78.000 7,800 139 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 3.0000 18,990.00 6,330.000 18,990 140 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 150.0000 3,300.00 0.000 0 141 12" PLASTIC PIPE LF 150.0000 1,350.00 8.300 1,245 142 8" PLASTIC PIPE LF 150.0000 1,200.00 7.100 1,065 143 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 144 12' X 8' PRECAST REINFORCED LF 3,000.0000 216,000.00 72.000 216,000 CONCRETE BOX CULVERT 145 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 146 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 147 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 148 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 149 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 150 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 12/01/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8424 TIME 08:31 AM ESTIMATE NO. 017 BID OPENING 08/06/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/02/16 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 12/01/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 78,730.00 10,651,088.81 ADJUSTMENT OF COMPENSATION 0.00 -337,522.54 EXTRA WORK 0.00 353,077.40 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 78,730.00 10,666,643.67 151 MOBILIZATION LS 1,500,000.0000 1,500,000.00 1.000 1,500,000 ORIGINAL CONTRACT AMOUNT 11,415,112.50 TOTAL WORK COMPLETED 78,730.00 12,166,643.67 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 337,488.75 -21,000.00 TOTAL 416,218.75 12,145,643.67 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 151 MOBILIZATION 1,141,511.25 1,500,000.00 358,488.75 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 10/10/14 220 04/08/15 12/08/14 11/02/16 218 258 3 0 100% 100% ALTERTON, NATHAN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/01/16