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 08/24/15 EST. NO. 005 TIME 03:05 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 0001 629.90 E.W. @ F.A.(+) 041515 N 0415F0 0002 629.90 041615 N 0416F0 0003 314.94 041715 N 0417F0 0004 781.86 042015 N 0420F0 0005 551.16 042115 N 0421F0 0006 680.55 042215 N 0422F0 0007 727.77 012615 N 0126Q0 0008 516.19 012815 N 0128Q0 0009 629.90 042315 N 0423F0 0010 781.86 042815 N 428F 0 0011 1,096.37 042815 N 428F-5 0012 1,096.37 042915 N 429F-5 0013 1,096.37 043015 N 430F-5 0014 672.15 050415 N 504F-5 0015 781.86 042915 N 429F 0 0016 1,035.11 043015 N 430F 0 0017 314.94 050115 N 501F 0 0018 933.80 050415 N 504F 0 0019 1,035.11 050515 N 101638 0020 933.80 051115 N 511F 0 0021 1,035.11 051215 N 512F 0 0022 1,035.11 051315 N 513F 0 0023 312.55 051315 N 513F-5 0024 1,157.64 051215 N 512F-5 0027 472.41 051415 N 514F 0 0028 1,157.64 051915 N 518196 0029 673.69 052015 N 519206 0030 1,035.11 051915 N 0519F0 0031 1,035.11 051815 N 0518F0 0032 629.90 052015 N 0520F0 0033 61.27 042815 N 428FN1 0034 61.27 042915 N 429FN1 0035 61.27 043015 N 430FN1 0037 253.27 042915 N 429F10 0038 1,096.37 051115 N 511FN2 0039 672.15 051115 N 511F30 0040 433.05 052115 N 521F 0 0041 731.20 052715 N 527F 0 0042 990.31 052715 N 527F-5 0043 1,202.43 052815 N 528F-5 0044 933.80 052815 N 582F 0 0045 588.13 052915 N 529F-5 0046 420.08 060215 N 602F-5 0047 1,035.11 060215 N 602F 0 0048 1,136.41 060315 N 603F 0 0049 590.53 060415 N 604F 0 0050 588.13 060315 N 603F-5 0051 497.42 052815 N 528-Q0 0052 497.42 052715 N 527-Q0 0052-1 -497.42 052715 N 527-Q0 DAO CORRECTING ENTRY 0053 137.85 062515 N 625-Q0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 08/24/15 EST. NO. 005 TIME 03:05 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 --------------------------------------------------------------------------- 0055 497.42 052715 N 120858 0056 393.68 051815 N 518F-5 002 0001 5,249.12 E.W. @ F.A.(+) 031815 N 1820 0 0002 1,587.50 061815 N 1825 0 003 0001 750.00 E.W. @ F.A.(+) 030215 N 302152 0002 825.00 030215 N 302174 0003 750.00 030215 N 302151 0004 750.00 063015 N 630DW0 0005 750.00 063015 N 630HO0 0006 750.00 063015 N 15-2 0 013 0006 1,733.86 E.W. @ F.A.(+) 050415 N 1 0 0007 2,596.64 050515 N 2 0 0008 2,240.52 051215 N 4 0 0009 969.36 052815 N 5 0 0010 3,225.63 050615 N 3 0 58,342.96 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 58,342.96 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 08/24/15 EST. NO. 005 TIME 03:05 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 0.00 -340,564.31 TOTAL DEDUCTIONS 0.00 -340,564.31 PROGRAM CAS145 PAGE 1 DATE 08/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8424 TIME 03:05 PM ESTIMATE NO. 005 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 08/20/15 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 08/24/15 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 0.500 7,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 440,000.00 19.000 38,000.00 73.000 146,000 004 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.043 430.00 0.516 5,160 005 TRAFFIC CONTROL SYSTEM LS 800,000.0000 800,000.00 0.087 69,600.00 0.332 265,600 006 TYPE III BARRICADE EA 100.0000 600.00 0.000 0 007 TRAFFIC PLASTIC DRUM EA 60.0000 1,200.00 0.000 0 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,000.0000 40,000.00 0.087 3,480.00 0.332 13,280 009 TEMPORARY RAILING (TYPE K) LF 70.0000 11,200.00 0.000 0 010 TEMPORARY CRASH CUSHION MODULE EA 2,500.0000 5,000.00 0.000 0 011 JOB SITE MANAGEMENT LS 200,000.0000 200,000.00 0.087 17,400.00 0.332 66,400 012 PREPARE STORM WATER POLLUTION PREVENTION LS 10,000.0000 10,000.00 0.030 300.00 0.742 7,420 PLAN 013 RAIN EVENT ACTION PLAN EA 500.0000 14,000.00 2.000 1,000.00 11.000 5,500 014 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 0.000 0 016 MOVE-IN/MOVE-OUT EA 1,200.0000 7,200.00 2.000 2,400 (TEMPORARY EROSION CONTROL) 017 TEMPORARY HYDRAULIC MULCH SQYD 2.0000 20,400.00 1,264.500 2,529.00 5,800.200 11,600 (BONDED FIBER MATRIX) 018 TEMPORARY COVER SQYD 7.0000 71,400.00 168.000 1,176.00 1,323.500 9,264 019 TEMPORARY CHECK DAM LF 50.0000 8,000.00 1,005.500 50,275.00 1,237.000 61,850 020 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 12,600.00 6.000 1,800.00 71.000 21,300 021 TEMPORARY FIBER ROLL LF 5.0000 49,100.00 1,233.500 6,167.50 12,129.000 60,645 022 TEMPORARY GRAVEL BAG BERM LF 18.0000 37,800.00 683.000 12,294 PROGRAM CAS145 PAGE 2 DATE 08/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8424 TIME 03:05 PM ESTIMATE NO. 005 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 08/20/15 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 08/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 3,000 025 STREET SWEEPING LS 100,000.0000 100,000.00 0.241 24,100.00 0.336 33,600 026 TEMPORARY ACTIVE TREATMENT SYSTEM LS 90,000.0000 90,000.00 0.000 0 027 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.000 0 028 TEMPORARY CLEAR WATER DIVERSION SYSTEM LS 40,000.0000 40,000.00 0.400 16,000.00 0.500 20,000 029 TEMPORARY FENCE (TYPE ESA) LF 5.0000 19,850.00 1,065.000 5,325.00 3,801.000 19,005 030 TREATED WOOD WASTE LB 2.0000 11,200.00 0.000 0 031 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) WDAY 1,200.0000 19,200.00 2.000 2,400.00 5.000 6,000 032 REMOVE WOODEN VEHICLE BARRIER EA 125.0000 3,125.00 0.000 0 033 REMOVE FLARED END SECTION EA 400.0000 2,400.00 3.000 1,200.00 4.000 1,600 034 REMOVE ROADSIDE SIGN EA 100.0000 13,000.00 0.000 0 035 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 19,200.00 111.900 4,476.00 352.200 14,088 038 REMOVE INLET EA 1,000.0000 7,000.00 1.000 1,000.00 4.000 4,000 039 REMOVE HEADWALL EA 1,200.0000 2,400.00 0.000 0 040 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 0.000 0 042 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 6.000 1,500 045 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 320,800.00 0.000 0 046 REMOVE CONCRETE (CURB AND GUTTER) LF 25.0000 17,000.00 0.000 0 047 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 0.150 15,000.00 0.750 75,000 PROGRAM CAS145 PAGE 3 DATE 08/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8424 TIME 03:05 PM ESTIMATE NO. 005 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 08/20/15 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 08/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,054.400 63,264.00 6,625.570 397,534 051 SHOULDER BACKING TON 55.0000 75,350.00 685.000 37,675 052 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 0.000 0 061 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 0.000 0 064 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.2000 34,400.00 0.000 0 065 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 1.0000 6,320.00 0.000 0 066 FIBER ROLLS LF 5.0000 1,250.00 0.000 0 067 STRAW SQFT 0.6000 100,800.00 0.000 0 068 COMPOST SQFT 0.9000 47,970.00 0.000 0 069 INCORPORATE MATERIALS SQFT 0.2000 10,660.00 0.000 0 070 CLASS 2 AGGREGATE BASE (CY) CY 80.0000 626,400.00 174.600 13,968.00 4,632.300 370,584 071 CRACK TREATMENT LNMI 4,000.0000 60,000.00 0.000 0 072 REPLACE ASPHALT CONCRETE SURFACING CY 800.0000 40,800.00 0.000 0 073 HOT MIX ASPHALT TON 125.0000 2,362,500.00 2,018.210 252,276 074 DATA CORE LS 5,000.0000 5,000.00 0.000 0 075 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 08/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8424 TIME 03:05 PM ESTIMATE NO. 005 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 08/20/15 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 08/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 50.000 600 (MISCELLANEOUS AREA) 078 TACK COAT TON 800.0000 32,800.00 0.000 0 079 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 1.300 4,290.00 108.100 356,730 (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 0.000 0 (0.063"-UNFRAMED) 086 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.0000 2,970.00 0.000 0 (0.080"-UNFRAMED) 087 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 34.0000 5,440.00 0.000 0 (0.063"-FRAMED) 088 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.0000 3,850.00 0.000 0 (0.080"-FRAMED) 089 ROADSIDE SIGN - ONE POST EA 450.0000 42,750.00 0.000 0 090 ROADSIDE SIGN - TWO POST EA 800.0000 9,600.00 0.000 0 091 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 600.00 0.000 0 METHOD) 092 ROCK STAIN SQFT 10.0000 6,500.00 0.000 0 093 CONCRETE BACKFILL (PIPE TRENCH) CY 660.0000 14,520.00 16.000 10,560 (F) 094 12" PERFORATED PLASTIC PIPE LF 180.0000 162,000.00 76.000 13,680.00 828.000 149,040 095 18" PERFORATED PLASTIC PIPE LF 380.0000 64,600.00 143.000 54,340 096 15" PLASTIC PIPE LF 150.0000 171,000.00 61.900 9,285.00 1,110.500 166,575 097 18" PLASTIC PIPE LF 160.0000 334,400.00 127.000 20,320.00 1,480.400 236,864 098 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 43.500 13,050.00 143.900 43,170 100 24" CORRUGATED STEEL PIPE (.109" THICK) LF 320.0000 115,200.00 69.700 22,304.00 273.300 87,456 101 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 22.000 3,960.00 210.400 37,872 (F) PROGRAM CAS145 PAGE 5 DATE 08/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8424 TIME 03:05 PM ESTIMATE NO. 005 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 08/20/15 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 08/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.100 738.00 33.100 5,958 (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 13.300 15,960 (.109" THICK) 107 18" STEEL FLARED END SECTION EA 500.0000 1,000.00 1.000 500.00 1.000 500 108 24" STEEL FLARED END SECTION EA 550.0000 2,750.00 2.000 1,100.00 6.000 3,300 109 36" STEEL FLARED END SECTION EA 1,000.0000 2,000.00 0.000 0 110 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 0.000 0 (F) (LIGHT, METHOD B) (CY) 112 DETECTABLE WARNING SURFACE SQFT 30.0000 17,400.00 0.000 0 113 MINOR CONCRETE (CURB AND GUTTER) CY 360.0000 252,000.00 68.200 24,552.00 68.200 24,552 114 MINOR CONCRETE (GUTTER DEPRESSION) CY 360.0000 24,840.00 0.000 0 115 MINOR CONCRETE (DRIVEWAY) CY 400.0000 100,000.00 0.000 0 116 MINOR CONCRETE (SIDEWALK) CY 360.0000 2,880.00 0.000 0 117 MINOR CONCRETE (CURB RAMP) CY 360.0000 25,920.00 0.000 0 118 PRE/POST CONSTRUCTION SURVEYS EA 500.0000 41,500.00 0.000 0 119 MISCELLANEOUS IRON AND STEEL LB 3.5000 58,971.50 239.000 836.50 16,156.000 56,546 (F) 120 DELINEATOR (CLASS 2) EA 55.0000 5,005.00 0.000 0 121 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 0.000 0 (RECESSED) 125 THERMOPLASTIC PAVEMENT MARKING SQFT 12.0000 7,440.00 0.000 0 (RECESSED) 126 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 1,536.00 0.000 0 (RECESSED, BROKEN 12-3) 127 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 9,204.00 0.000 0 (RECESSED, BROKEN 36-12) 128 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 16,200.00 0.000 0 (RECESSED) (BROKEN 17-7) 129 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.2000 137,940.00 0.000 0 (RECESSED) 130 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.2000 1,836.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 08/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8424 TIME 03:05 PM ESTIMATE NO. 005 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 08/20/15 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 08/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 132 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 133 PEDESTRIAN HYBRID BEACON AND LIGHTING LS 100,000.0000 100,000.00 0.000 0 134 MODIFY FLASHING BEACON LS 20,000.0000 20,000.00 0.000 0 135 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 0.000 0 138 IMPORTED TOPSOIL (CY) CY 100.0000 7,100.00 0.000 0 139 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 3.0000 18,990.00 0.000 0 140 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 0.000 0 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 08/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8424 TIME 03:05 PM ESTIMATE NO. 005 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 08/20/15 R.E. NAME: ALTERTON, NATHAN DATE OF THIS ESTIMATE 08/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 453,506.00 3,282,533.35 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 58,342.96 58,342.96 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 511,848.96 3,340,876.31 151 MOBILIZATION LS 1,500,000.0000 1,500,000.00 0.950 1,425,000 ORIGINAL CONTRACT AMOUNT 11,415,112.50 TOTAL WORK COMPLETED 511,848.96 4,765,876.31 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -340,564.31 TOTAL 511,848.96 4,425,312.00 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 03/28/16 73 104 0 0 40% 33% PROGRESS IS SATISFACTORY ALTERTON, NATHAN RESIDENT ENGINEER PROGRAM CAS145 DATE 08/24/15