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 05/23/16 EST. NO. 011 TIME 02:32 PM 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 --------------------------------------------------------------------------- 001 0065 347.17 E.W. @ F.A.(+) 081315 N 0813F0 0066 405.32 081915 N 0819F0 0067 1,012.40 082015 N 0820F0 0068 451.13 082115 N 0821F0 0069 431.31 082315 N 0823F0 0070 700.50 082415 N 0824F0 0071 908.44 082515 N 0825F0 0072 1,012.40 082615 N 0826F0 0073 856.45 082715 N 0827F0 0074 162.14 082815 N 0828F0 0075 752.48 090915 N 0909F0 0080 2,557.00 091615 N 0916F0 0081 2,505.01 091715 N 0917F0 0082 2,349.05 091815 N 0918F0 0083 4,529.80 092215 N 0922F0 0084 4,139.95 092315 N 0923F0 0085 2,128.78 092415 N 0924F0 0086 1,712.91 092515 N 0925F0 0087 1,816.87 092815 N 0928F0 0088 2,128.77 092915 N 0929F0 0089 2,453.04 093015 N 0930F0 0090 2,245.10 100115 N 1001F0 0091 2,050.79 100215 N 1002F0 0092 2,128.78 100615 N 1006F0 0093 2,024.81 100715 N 1007F0 0094 3,245.15 100815 N 1008F0 0095 2,050.79 100915 N 1009F0 0096 1,816.87 101215 N 1012F0 0098 1,464.44 101415 N 1014F0 0100 162.14 101615 N 1016F0 0103 804.47 102115 N 1021F0 0104 648.52 102215 N 1022F0 0110 280.76 081015 N 0810Q0 0112 217.51 092915 N 0929Q0 002 0004 1,567.00 E.W. @ F.A.(+) 042816 N 1842 0 003 0010 750.00 E.W. @ F.A.(+) 032916 N 16-1 0 0011 750.00 032916 N 205 0 0012 750.00 032916 N 16-3 0 019 0002 3,642.00 E.W. @ F.A.(+) 102015 N 1020Q0 59,960.05 TOTAL THIS ESTIMATE 234,640.27 TOTAL PREVIOUS ESTIMATE 294,600.32 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 05/23/16 EST. NO. 011 TIME 02:32 PM R.E. NAME: ALTERTON, NATHAN 03-1A8424 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 0.00 -358,488.75 TOTAL DEDUCTIONS 0.00 -358,488.75 PROGRAM CAS145 PAGE 1 DATE 05/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8424 TIME 02:32 PM ESTIMATE NO. 011 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 05/20/16 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 05/23/16 LOCATION PROGRESS ESTIMATE 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 0.750 11,250 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 440,000.00 14.000 28,000.00 133.000 266,000 004 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 0.100 80,000.00 0.641 512,800 006 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 0.100 4,000.00 0.641 25,640 009 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 0.100 20,000.00 0.641 128,200 012 PREPARE STORM WATER POLLUTION PREVENTION LS 10,000.0000 10,000.00 0.023 230.00 0.863 8,630 PLAN 013 RAIN EVENT ACTION PLAN EA 500.0000 14,000.00 3.000 1,500.00 19.000 9,500 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 700.0000 21,000.00 0.000 0 015 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 016 MOVE-IN/MOVE-OUT EA 1,200.0000 7,200.00 1.000 1,200.00 5.000 6,000 (TEMPORARY EROSION CONTROL) 017 TEMPORARY HYDRAULIC MULCH SQYD 2.0000 20,400.00 7,579.200 15,158 (BONDED FIBER MATRIX) 018 TEMPORARY COVER SQYD 7.0000 71,400.00 4,418.500 30,929 019 TEMPORARY CHECK DAM LF 50.0000 8,000.00 53.000 2,650.00 1,276.500 63,825 020 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 12,600.00 8.000 2,400.00 72.000 21,600 021 TEMPORARY FIBER ROLL LF 5.0000 49,100.00 2,843.000 14,215.00 19,208.500 96,042 022 TEMPORARY GRAVEL BAG BERM LF 18.0000 37,800.00 17.500 315 PROGRAM CAS145 PAGE 2 DATE 05/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8424 TIME 02:32 PM ESTIMATE NO. 011 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 05/20/16 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 05/23/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.064 6,400.00 0.605 60,500 026 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 0.064 960.00 0.605 9,075 028 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 9.000 10,800 032 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 88.000 8,800 035 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 036 REMOVE ASPHALT CONCRETE DIKE LF 15.0000 5,100.00 0.000 0 037 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 64,800.00 317.900 28,611 043 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 9.000 2,250 045 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 320,800.00 2,344.150 18,753.20 18,690.480 149,523 046 REMOVE CONCRETE (CURB AND GUTTER) LF 25.0000 17,000.00 304.000 7,600.00 626.000 15,650 047 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 0.900 90,000 PROGRAM CAS145 PAGE 3 DATE 05/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8424 TIME 02:32 PM ESTIMATE NO. 011 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 05/20/16 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 05/23/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,799.140 107,948.40 8,837.660 530,259 051 SHOULDER BACKING TON 55.0000 75,350.00 732.550 40,290 052 STRUCTURE EXCAVATION (RETAINING WALL) CY 350.0000 3,500.00 0.000 0 (F) 053 SAND BEDDING CY 120.0000 6,120.00 4.100 492 054 STRUCTURE BACKFILL (RETAINING WALL) CY 300.0000 3,000.00 0.000 0 (F) 055 CULTIVATION SQYD 4.0000 2,200.00 0.000 0 056 SOIL AMENDMENT CY 300.0000 600.00 0.000 0 057 ORGANIC FERTILIZER LB 25.0000 275.00 0.000 0 058 SOD SQYD 15.0000 8,250.00 0.000 0 059 PLANT ESTABLISHMENT WORK LS 6,000.0000 6,000.00 0.000 0 060 PINE WOOD MULCH SQFT 1.0000 22,800.00 8,442.500 8,442 061 STONE WALL LF 200.0000 56,000.00 0.000 0 062 WOODEN VEHICLE BARRIER EA 75.0000 25,500.00 75.000 5,625 063 BOULDER VEHICLE BARRIER EA 60.0000 21,600.00 69.000 4,140.00 69.000 4,140 064 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.2000 34,400.00 69,576.500 13,915 065 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 55,828.500 33,497 068 COMPOST SQFT 0.9000 47,970.00 6,700.000 6,030 069 INCORPORATE MATERIALS SQFT 0.2000 10,660.00 6,700.000 1,340 070 CLASS 2 AGGREGATE BASE (CY) CY 80.0000 626,400.00 1,152.350 92,188.00 6,499.750 519,980 071 CRACK TREATMENT LNMI 4,000.0000 60,000.00 2.330 9,320.00 4.520 18,080 072 REPLACE ASPHALT CONCRETE SURFACING CY 800.0000 40,800.00 0.000 0 073 HOT MIX ASPHALT TON 125.0000 2,362,500.00 3,450.840 431,355.00 9,918.040 1,239,755 074 DATA CORE LS 5,000.0000 5,000.00 0.220 1,100 075 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 05/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8424 TIME 02:32 PM ESTIMATE NO. 011 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 05/20/16 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 05/23/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,579.340 30,952 (MISCELLANEOUS AREA) 078 TACK COAT TON 800.0000 32,800.00 6.350 5,080 079 STRUCTURAL CONCRETE, RETAINING WALL CY 1,000.0000 10,000.00 0.000 0 (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 594,000.00 149.100 492,030 (F) 083 BAR REINFORCING STEEL (RETAINING WALL) LB 10.0000 6,380.00 0.000 0 (F) 084 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 085 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 26.0000 19,240.00 572.570 14,886 (0.063"-UNFRAMED) 086 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.0000 2,970.00 38.250 1,032 (0.080"-UNFRAMED) 087 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 34.0000 5,440.00 112.500 3,825 (0.063"-FRAMED) 088 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.0000 3,850.00 106.000 3,710 (0.080"-FRAMED) 089 ROADSIDE SIGN - ONE POST EA 450.0000 42,750.00 66.000 29,700 090 ROADSIDE SIGN - TWO POST EA 800.0000 9,600.00 10.000 8,000 091 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 162,000.00 273.000 49,140.00 1,173.000 211,140 095 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 97.000 17,460.00 406.000 73,080 (F) PROGRAM CAS145 PAGE 5 DATE 05/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8424 TIME 02:32 PM ESTIMATE NO. 011 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 05/20/16 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 05/23/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 51.000 9,180 (F) 105 DRAINAGE INLET MARKER EA 80.0000 3,760.00 0.000 0 106 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 (F) (LIGHT, METHOD B) (CY) 112 DETECTABLE WARNING SURFACE SQFT 30.0000 17,400.00 220.000 6,600 113 MINOR CONCRETE (CURB AND GUTTER) CY 360.0000 252,000.00 109.380 39,376.80 326.310 117,471 114 MINOR CONCRETE (GUTTER DEPRESSION) CY 360.0000 24,840.00 12.890 4,640.40 47.390 17,060 115 MINOR CONCRETE (DRIVEWAY) CY 400.0000 100,000.00 139.700 55,880 116 MINOR CONCRETE (SIDEWALK) CY 360.0000 2,880.00 4.310 1,551 117 MINOR CONCRETE (CURB RAMP) CY 360.0000 25,920.00 29.780 10,720 118 PRE/POST CONSTRUCTION SURVEYS EA 500.0000 41,500.00 0.000 0 119 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 86.000 4,730 121 HIGHWAY POST MARKER EA 60.0000 120.00 0.000 0 122 MARKER (CULVERT) EA 60.0000 3,060.00 0.000 0 123 CABLE RAILING LF 150.0000 20,400.00 0.000 0 (F) 124 8" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 4,000.00 382.000 1,528 (RECESSED) 125 THERMOPLASTIC PAVEMENT MARKING SQFT 12.0000 7,440.00 99.000 1,188 (RECESSED) 126 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 1,536.00 72.000 86 (RECESSED, BROKEN 12-3) 127 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 9,204.00 2,840.000 3,408 (RECESSED, BROKEN 36-12) 128 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 16,200.00 4,444.000 5,332 (RECESSED) (BROKEN 17-7) 129 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 137,940.00 8,966.000 19,725 (RECESSED) 130 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.2000 1,836.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 05/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8424 TIME 02:32 PM ESTIMATE NO. 011 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 05/20/16 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 05/23/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 18,120.00 546.000 6,552 132 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.541 2,705 SYSTEM ELEMENTS DURING CONSTRUCTION 133 PEDESTRIAN HYBRID BEACON AND LIGHTING LS 100,000.0000 100,000.00 0.100 10,000 134 MODIFY FLASHING BEACON LS 20,000.0000 20,000.00 0.330 6,600 135 MODIFY TRAFFIC MONITORING STATION LS 18,000.0000 18,000.00 0.000 0 136 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 05/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8424 TIME 02:32 PM ESTIMATE NO. 011 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 05/20/16 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 05/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 943,476.80 6,600,255.74 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 59,960.05 294,600.32 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,003,436.85 6,894,856.06 151 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 1,003,436.85 8,394,856.06 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -358,488.75 TOTAL 1,003,436.85 8,036,367.31 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 EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 10/10/14 220 04/08/15 12/08/14 09/22/16 133 229 8 0 68% 58% PROGRESS IS SATISFACTORY ALTERTON, NATHAN RESIDENT ENGINEER PROGRAM CAS145 DATE 05/23/16