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 11/21/14 EST. NO. 021 TIME 10:28 AM R.E. NAME: DEYOE MARLA 11-2T1824 --------------------------------------------------------------------------- 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 0123 3,099.25 E.W. @ F.A.(+) 060313 N 123 0 0124 3,617.62 062314 N 124 0 017 0023 1,831.31 E.W. @ L.S.(+) 030714 N 0023 0 033 0011 268.04 E.W. @ F.A.(+) 082014 N 011 0 0012 1,930.82 082114 N 012 0 047 0001 820.14 E.W. @ F.A.(+) 041514 N 001 0 0003 21,219.34 E.W. @ L.S.(+) 111914 N GC3 0 0004 19,186.29 111914 N 0004 0 050 0003 23,700.00 E.W. @ L.S.(+) 111914 N GC3 0 053 0006 2,009.50 E.W. @ F.A.(+) 100214 N 006 0 0007 1,044.29 100314 N 007 0 0008 664.11 101314 N 008 0 0009 1,127.26 101014 N 009 0 054 0001 1,400.00 E.W. @ L.S.(+) 111914 N 1GC 0 055 0002 3,288.75 A.C. @ L.S.(+) 111914 N 2GC 0 058 0001 1,694.71 E.W. @ F.A.(+) 072514 N 001 0 059 0007 4,038.03 E.W. @ F.A.(+) 080114 N 007 0 90,939.46 TOTAL THIS ESTIMATE 495,694.40 TOTAL PREVIOUS ESTIMATE 586,633.86 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 11/21/14 EST. NO. 021 TIME 10:28 AM R.E. NAME: DEYOE MARLA 11-2T1824 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE O/S SWPPP DOCS -100,000.00 005 RETURN SWPPP DOCS 100,000.00 006 O/S CEM 4401 -10,000.00 010 RECD ANNUAL CEM 4401 10,000.00 011 0.00 0.00 LABOR COMPLIANCE VIOLATION DEL MAY 13 CPR -1,000.00 003 DEL JUNE 13 CPR -4,000.00 004 DEL JULY 13 CPR -4,000.00 005 PRTL JULY 13 DEL 2,000.00 007 PRTL JUNE 13 DEL 3,000.00 007 PRTL JUL 13 DEL 1,000.00 008 RCVD MAY 13 DEL 1,000.00 008 DEL NOV 13 CPR -1,000.00 009 RECD NOV 13 DEL 1,000.00 013 DEL MAR 2014 CPR -1,000.00 014 OTH MAR 2014 CPR -1,000.00 014 RECD JUL 2013 DEL 1,000.00 014 DEL APR 2014 CPR -1,000.00 015 DEL/INQ MAY 14 CPR -4,000.00 016 RECD APR 14 DEL 1,000.00 016 RECD MAR 14 DEL 1,000.00 016 DEL JUNE 14 CPR -2,000.00 017 PRTL MAY 14 DEL/INQ 2,000.00 017 RECD JUNE 13 DEL 1,000.00 017 DEL JULY 14 CPR -10,000.00 018 PRTL JUNE 14 DEL 1,000.00 018 RECD DEL/INQ MAY 14 2,000.00 018 RECD OTH DISC MAR 14 1,000.00 018 PRTL JUL 14 DEL 9,000.00 019 RECD JUN 14 DEL 1,000.00 019 DEL SEP 2014 CPR -10,000.00 020 RECD JUL 2014 DEL 1,000.00 020 DEL OCT 2014 CPR -1,000.00 021 OTH DISC OCT 2014 -2,000.00 021 PRTL SEP 2014 DEL 8,000.00 021 5,000.00 -5,000.00 TOTAL DEDUCTIONS 5,000.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 11/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1824 TIME 10:28 AM ESTIMATE NO. 021 BID OPENING 12/06/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: DEYOE MARLA DATE OF THIS ESTIMATE 11/21/14 LOCATION RERUN PROGRESS ESTIMATE 11-SD-805-4.7/5.6 ----------------------- GRANITE CONSTRUCTION COMPANY IN SAN DIEGO COUNTY IN CHULA VISTA P O BOX 50085 FROM 0.4 MILE SOUTH OF EAST PALOMAR WATSONVILLE CA 950775085 STREET OVERCROSSING TO 0.1 MILE NORTH OF NAPLES ST UNDERCROSSING FED. AID NO. N O N E REPLACE STRUCTURE AND CONSTRUC DAR ------------------------------------------------------------------------------------------------------------------------------------ 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 4,000.0000 4,000.00 0.500 2,000 002 TEMPORARY CHAIN LINK FENCE LF 20.0000 83,200.00 4,850.000 97,000 (TYPE CL-6, SLATTED) 003 TEMPORARY FENCE (TYPE ESA) LF 4.0000 1,520.00 367.000 1,468 004 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.028 84.00 0.901 2,703 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 0.8000 30,000.00 48,133.000 38,506 006 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 34,500.00 10.000 15,000 007 TEMPORARY CONSTRUCTION ENTRANCE EA 7,000.0000 77,000.00 15.000 105,000 008 TEMPORARY CHECK DAM LF 6.0000 1,860.00 24.000 144.00 1,415.500 8,493 009 MOVE-IN/MOVE-OUT EA 300.0000 3,600.00 1.000 300.00 10.000 3,000 (TEMPORARY EROSION CONTROL) 010 TEMPORARY DRAINAGE INLET PROTECTION EA 115.0000 9,660.00 2.000 230.00 46.000 5,290 011 TEMPORARY HYDRAULIC MULCH SQYD 0.5800 32,886.00 73,448.020 42,599 (BONDED FIBER MATRIX) 012 STREET SWEEPING LS 90,000.0000 90,000.00 0.068 6,120.00 0.993 89,370 013 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 6,000.0000 6,000.00 0.069 414.00 0.994 5,964 014 RAIN EVENT ACTION PLAN EA 500.0000 11,000.00 1.000 500.00 8.000 4,000 015 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 50.0000 750.00 3.000 150 017 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 018 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.107 5,350.00 0.798 39,900 019 TRAFFIC CONTROL SYSTEM LS 580,000.9500 580,000.95 0.069 40,020.07 0.994 576,520 020 TYPE III BARRICADE EA 80.0000 4,800.00 32.000 2,560 021 TRAFFIC PLASTIC DRUM EA 50.0000 13,500.00 76.000 3,800 022 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 10,000.0000 60,000.00 2.794 27,940.00 5.963 59,630 PROGRAM CAS145 PAGE 2 DATE 11/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1824 TIME 10:28 AM ESTIMATE NO. 021 BID OPENING 12/06/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: DEYOE MARLA DATE OF THIS ESTIMATE 11/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 6.0000 119,400.00 260.000 1,560.00 14,519.000 87,114 024 TEMPORARY CRASH CUSHION MODULE EA 300.0000 12,600.00 28.000 8,400 025 TEMPORARY CRASH CUSHION EA 6,000.0000 24,000.00 2.000 12,000 (ALTERNATIVE INLINE BARRIER) 026 JOB SITE MANAGEMENT LS 100,000.0000 100,000.00 0.069 6,900.00 0.994 99,400 027 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 1.7000 19,210.00 7,886.000 13,406 (HAZARDOUS WASTE) 028 NOISE MONITORING LS 2,000.0000 2,000.00 0.669 1,338 029 REMOVE FENCE LF 2.7500 13,365.00 7,298.600 20,071 030 REMOVE METAL BEAM GUARD RAILING LF 8.0000 20,000.00 2,533.000 20,264 031 REMOVE IRRIGATION FACILITY LS 20,000.0000 20,000.00 1.000 20,000 032 REMOVE PAINTED TRAFFIC STRIPE LF 0.5500 48,235.00 15,890.000 8,739 033 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 1,700.00 80.000 400 034 REMOVE ROADSIDE SIGN EA 100.0000 2,300.00 26.000 2,600 035 REMOVE SIGN STRUCTURE (EA) EA 5,000.0000 5,000.00 0.500 2,500.00 0.500 2,500 036 REMOVE WATER METER EA 10.0000 80.00 4.000 40 037 REMOVE BLOWOFF ASSEMBLY EA 800.0000 1,600.00 1.000 800 038 REMOVE COMBINATION AIR RELEASE AND EA 800.0000 800.00 0.000 0 AIR/VACUUM VALVE 039 REMOVE CULVERT (LF) LF 20.0000 14,400.00 616.500 12,330 040 REMOVE INLET EA 900.0000 10,800.00 12.000 10,800 041 REMOVE HEADWALL EA 1,200.0000 2,400.00 2.000 2,400 042 RECONSTRUCT SEWER MANHOLE EA 5,000.0000 5,000.00 1.000 5,000 043 RELOCATE ROADSIDE SIGN EA 300.0000 600.00 4.000 1,200 044 ADJUST WATER VALVE EA 500.0000 8,500.00 0.000 0 045 ADJUST SEWER MANHOLE EA 630.0000 2,520.00 0.000 0 046 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 13,950.00 0.000 0 047 REMOVE CONCRETE (CY) CY 60.0000 20,400.00 453.860 27,231 048 REMOVE CONCRETE BARRIER (TYPE 50) LF 7.5000 29,925.00 3,334.000 25,005 049 REMOVE SOUND WALL (LF) LF 20.0000 8,400.00 1,702.500 34,050 PROGRAM CAS145 PAGE 3 DATE 11/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1824 TIME 10:28 AM ESTIMATE NO. 021 BID OPENING 12/06/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: DEYOE MARLA DATE OF THIS ESTIMATE 11/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BRIDGE REMOVAL LS 360,000.0000 360,000.00 1.000 360,000 051 CLEARING AND GRUBBING (LS) LS 250,000.0000 250,000.00 1.000 250,000 052 ROADWAY EXCAVATION CY 8.0000 1,008,000.00 2,221.500 17,772.00 85,528.230 684,225 053 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 054 STRUCTURE EXCAVATION (BRIDGE) CY 22.0000 111,760.00 4,430.000 97,460 (F) 055 STRUCTURE EXCAVATION (RETAINING WALL) CY 32.0000 1,010,304.00 290.000 9,280.00 25,522.900 816,732 (F) 056 STRUCTURE BACKFILL (BRIDGE) CY 35.0000 146,125.00 3,178.000 111,230 (F) 057 STRUCTURE BACKFILL (RETAINING WALL) CY 20.0000 685,760.00 950.000 19,000.00 25,253.200 505,064 (F) 058 PERVIOUS BACKFILL MATERIAL (RETAINING CY 275.0000 157,575.00 176.000 48,400 (F) WALL) 059 ROADSIDE CLEARING LS 10,000.0000 10,000.00 0.152 1,520.00 0.981 9,810 060 POTTING SOIL CY 20.0000 160.00 0.000 0 061 IMPORTED TOPSOIL (CY) CY 40.0000 139,200.00 0.000 0 062 ROCK BLANKET SQYD 55.0000 485,650.00 0.000 0 063 DECOMPOSED GRANITE (MISCELLANEOUS AREAS) SQFT 1.2500 35,750.00 0.000 0 (SQFT) 064 CULTIVATE SQYD 2.0000 1,160.00 0.000 0 065 WEED GERMINATION SQYD 0.8200 10,004.00 0.000 0 066 ROCK MULCH (TYPE 1) SQYD 35.5000 48,635.00 0.000 0 067 ROCK MULCH (TYPE 2) SQYD 12.0000 65,640.00 0.000 0 068 ROCK MULCH (TYPE 3) SQYD 10.0000 16,900.00 0.000 0 069 IRON SULFATE (LB) LB 0.3900 429.00 0.000 0 070 SOIL AMENDMENT CY 35.0000 4,550.00 0.000 0 071 MULCH CY 24.0000 4,800.00 0.000 0 072 FERTILIZER (PACKET) EA 0.1600 2,644.00 0.000 0 073 SLOW RELEASE OR CONTROLLED RELEASE LB 0.7000 224.00 0.000 0 FERTILIZER 074 FIBER ROLLS LF 2.0000 63,400.00 350.000 700.00 350.000 700 075 PLANT (GROUP F) EA 0.3400 12,274.00 0.000 0 076 PLANT (GROUP K) EA 180.0000 63,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 11/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1824 TIME 10:28 AM ESTIMATE NO. 021 BID OPENING 12/06/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: DEYOE MARLA DATE OF THIS ESTIMATE 11/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLANT (GROUP A) EA 15.0000 20,250.00 0.000 0 078 PLANT (GROUP B) EA 15.0000 57,900.00 0.000 0 079 PLANT (GROUP U) EA 80.0000 7,120.00 0.000 0 080 TURF (SOD) SQFT 1.5000 510.00 0.000 0 081 NATIVE SOD SQFT 2.0000 9,660.00 0.000 0 082 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0 083 ROOT BARRIER LF 5.0000 36,300.00 0.000 0 084 PRECAST CONCRETE PLANTER EA 3,000.0000 33,000.00 0.000 0 085 STEEL BENCH EA 3,000.0000 24,000.00 0.000 0 086 TREE GRATE AND FRAME EA 2,000.0000 22,000.00 0.000 0 087 CHECK AND TEST EXISTING IRRIGATION LS 30,000.0000 30,000.00 1.000 30,000 FACILITIES 088 CONTROL AND NEUTRAL CONDUCTORS LS 20,000.0000 20,000.00 0.000 0 089 1" ELECTRIC REMOTE CONTROL VALVE EA 270.0000 22,680.00 0.000 0 090 1 1/2" ELECTRIC REMOTE CONTROL VALVE EA 380.0000 14,060.00 0.000 0 091 1" MASTER ELECTRIC REMOTE CONTROL VALVE EA 1,000.0000 1,000.00 0.000 0 092 1 1/2" MASTER ELECTRIC REMOTE CONTROL EA 1,100.0000 1,100.00 0.000 0 VALVE 093 2" MASTER ELECTRIC REMOTE CONTROL EA 1,200.0000 3,600.00 0.000 0 VALVE 094 1" FLOW SENSOR EA 500.0000 500.00 0.000 0 095 1 1/2" FLOW SENSOR EA 600.0000 600.00 0.000 0 096 2" FLOW SENSOR EA 1,000.0000 3,000.00 0.000 0 097 16 STATION IRRIGATION CONTROLLER AND EA 19,000.0000 19,000.00 0.000 0 ENCLOSURE 098 24 STATION IRRIGATION CONTROLLER AND EA 18,000.0000 18,000.00 0.000 0 ENCLOSURE 099 32 STATION IRRIGATION CONTROLLER AND EA 22,000.0000 44,000.00 0.000 0 ENCLOSURE 100 40 STATION IRRIGATION CONTROLLER AND EA 22,000.0000 22,000.00 0.000 0 ENCLOSURE 101 48 STATION IRRIGATION CONTROLLER AND EA 25,000.0000 25,000.00 0.000 0 ENCLOSURE 102 1" COPPER PIPE (SUPPLY LINE) (TYPE K) LF 25.0000 500.00 0.000 0 (F) 103 2" COPPER PIPE (SUPPLY LINE) (TYPE K) LF 44.0000 3,520.00 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 11/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1824 TIME 10:28 AM ESTIMATE NO. 021 BID OPENING 12/06/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: DEYOE MARLA DATE OF THIS ESTIMATE 11/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 2" WATER METER EA 4,700.0000 23,500.00 0.750 3,525 105 IRRIGATION SLEEVE LF 25.0000 12,250.00 128.000 3,200 106 1" RECYCLED WATER CONNECTION ASSEMBLY EA 5,000.0000 5,000.00 0.000 0 AND ENCLOSURE 107 1 1/2" RECYCLED WATER CONNECTION EA 5,000.0000 5,000.00 0.000 0 ASSEMBLY AND ENCLOSURE 108 2" RECYCLED WATER CONNECTION ASSEMBLY EA 5,000.0000 15,000.00 0.000 0 AND ENCLOSURE 109 SPRINKLER (TYPE A-11) EA 32.0000 2,944.00 0.000 0 110 SPRINKLER (TYPE A-12) EA 32.0000 2,528.00 0.000 0 111 SPRINKLER (TYPE A-5) EA 35.0000 910.00 0.000 0 112 SPRINKLER (TYPE B-1) EA 32.0000 416.00 0.000 0 113 SPRINKLER (TYPE B-2) EA 32.0000 20,800.00 0.000 0 114 SPRINKLER (TYPE B-4) EA 32.0000 256.00 0.000 0 115 SPRINKLER (TYPE B-7) EA 32.0000 1,600.00 0.000 0 116 SPRINKLER (TYPE B-8) EA 32.0000 8,000.00 0.000 0 117 SPRINKLER (TYPE B-9) EA 32.0000 15,680.00 0.000 0 118 SPRINKLER (TYPE C-2 MOD) EA 32.0000 22,080.00 0.000 0 119 SPRINKLER (TYPE C-1 MOD) EA 25.0000 825.00 0.000 0 120 1 1/2" GATE VALVE EA 300.0000 2,400.00 0.000 0 121 2" GATE VALVE EA 400.0000 9,200.00 0.000 0 122 3" GATE VALVE EA 800.0000 4,800.00 0.000 0 123 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 92,022.00 0.000 0 (F) LINE) 124 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 3.0000 21,465.00 0.000 0 (F) (SUPPLY LINE) 125 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 3.0000 8,580.00 0.000 0 (F) (SUPPLY LINE) 126 2" PLASTIC PIPE (SCHEDULE 40) LF 4.0000 28,952.00 0.000 0 (F) (SUPPLY LINE) 127 3" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 28,680.00 625.000 3,750.00 625.000 3,750 (F) (SUPPLY LINE) 128 1" BALL VALVE EA 100.0000 3,500.00 0.000 0 129 1 1/2" BALL VALVE EA 150.0000 2,100.00 0.000 0 130 10" CORRUGATED HIGH DENSITY LF 24.0000 55,680.00 305.400 7,329 (F) POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 6 DATE 11/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1824 TIME 10:28 AM ESTIMATE NO. 021 BID OPENING 12/06/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: DEYOE MARLA DATE OF THIS ESTIMATE 11/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 RECYCLED WATER WARNING SIGNS LS 7,800.0000 7,800.00 0.000 0 132 HYDROMULCH SQFT 0.0300 10,890.00 0.000 0 133 HYDROSEED SQFT 0.0700 25,410.00 0.000 0 134 COMPOST SQFT 0.1100 31,680.00 79,610.000 8,757.10 79,610.000 8,757 135 INCORPORATE MATERIALS SQFT 0.1400 40,320.00 159,219.000 22,290.66 159,219.000 22,290 136 DRAINAGE INLET PROTECTION EA 135.0000 675.00 0.000 0 137 CLASS 2 AGGREGATE BASE (CY) CY 27.0000 410,400.00 2,283.320 61,649.64 3,736.290 100,879 138 CLASS 4 AGGREGATE BASE CY 35.0000 546,000.00 0.000 0 139 ASPHALTIC EMULSION (FOG SEAL COAT) TON 800.0000 12,800.00 0.000 0 140 HOT MIX ASPHALT TON 85.0000 994,500.00 463.270 39,377 141 MINOR HOT MIX ASPHALT TON 120.0000 19,200.00 0.000 0 142 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.7500 475.00 0.000 0 143 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 5.0000 495.00 0.000 0 144 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.7500 10,165.00 0.000 0 145 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.7500 171.00 0.000 0 146 PLACE HOT MIX ASPHALT SQYD 25.0000 13,500.00 0.000 0 (MISCELLANEOUS AREA) 147 TACK COAT TON 500.0000 9,000.00 0.000 0 148 JOINTED PLAIN CONCRETE PAVEMENT CY 170.0000 2,295,000.00 0.000 0 149 PERVIOUS CONCRETE CY 160.0000 529,600.00 0.000 0 150 PERMEABLE INTERLOCKING CONCRETE SQFT 7.5000 23,925.00 0.000 0 PAVEMENT 151 SEAL PAVEMENT JOINT LF 1.5000 86,550.00 0.000 0 152 SEAL ISOLATION JOINT LF 5.0000 64,000.00 3,675.660 18,378 153 GRIND EXISTING CONCRETE SQYD 4.0000 61,600.00 15,956.440 63,825 PAVEMENT 154 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 75.0000 167,850.00 2,280.250 171,018 155 PRESTRESSING CAST-IN-PLACE CONCRETE LS 300,000.0000 300,000.00 0.642 192,600 156 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 160.0000 181,600.00 880.000 140,800 (F) 157 STRUCTURAL CONCRETE, BRIDGE CY 475.0000 2,289,500.00 41.000 19,475.00 3,097.000 1,471,075 (F) PROGRAM CAS145 PAGE 7 DATE 11/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1824 TIME 10:28 AM ESTIMATE NO. 021 BID OPENING 12/06/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: DEYOE MARLA DATE OF THIS ESTIMATE 11/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 STRUCTURAL CONCRETE, RETAINING WALL CY 275.0000 3,872,000.00 192.624 52,971.60 11,691.220 3,215,085 (F) 159 STRUCTURAL CONCRETE, SOUND WALL CY 575.0000 595,125.00 92.180 53,003.50 1,278.000 734,850 (F) 160 STRUCTURAL CONCRETE, PRIVACY WALL CY 600.0000 96,000.00 0.000 0 (F) 161 STRUCTURAL CONCRETE, MASONRY BLOCK WALL CY 1,200.0000 22,800.00 8.800 10,560 (F) (TYPE 1) 162 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 216,000.00 0.000 0 (F) (TYPE N) 163 STRUCTURAL CONCRETE, JUNCTION STRUCTURE CY 1,200.0000 87,600.00 0.380 456.00 52.220 62,664 (F) 164 STRUCTURAL CONCRETE, HEADWALL CY 2,500.0000 4,750.00 1.900 4,750 (F) 165 MINOR CONCRETE (MINOR STRUCTURE) CY 700.0000 262,500.00 1.185 829.50 159.478 111,634 (F) 166 ARCHITECTURAL TREATMENT SQFT 10.0000 127,540.00 827.000 8,270.00 3,240.000 32,400 (F) (ASHLAR TILE TEXTURE) (SMALL) 167 ARCHITECTURAL TREATMENT SQFT 8.0000 575,440.00 1,698.470 13,587.76 62,241.500 497,932 (F) (ASHLAR TILE TEXTURE) 168 ARCHITECTURAL TREATMENT SQFT 5.5000 340,197.00 2,713.000 14,921.50 54,722.000 300,971 (F) (LOUVER TEXTURE) 169 ARCHITECTURAL TREATMENT SQFT 14.0000 44,520.00 318.000 4,452.00 3,180.000 44,520 (F) (DRY STACK TEXTURE) 170 ANTI-GRAFFITI COATING SQFT 1.0000 4,665.00 0.000 0 (F) 171 MASONRY BLOCK WALL SQFT 25.0000 418,000.00 15,810.000 395,250 (F) 172 MASONRY BLOCK WALL (PRIVACY WALL) SQFT 25.0000 293,475.00 11,883.000 297,075 (F) 173 MASONRY BLOCK WALL (TYPE 1) SQFT 25.0000 21,250.00 402.600 10,065 (F) 174 JOINT SEAL ASSEMBLY (MR 4") LF 335.0000 25,125.00 0.000 0 175 JOINT SEAL (MR 2") LF 77.0000 24,717.00 0.000 0 176 BAR REINFORCING STEEL (BRIDGE) LB 0.8500 1,105,000.00 815,999.998 693,600 (F) 177 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 1,577,886.00 12,349.535 12,349.54 1,223,631.000 1,223,631 (F) 178 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 3.0000 61,791.00 0.000 0 (F) 179 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.0000 20,597.00 0.000 0 (F) 180 FURNISH SIGN STRUCTURE (TRUSS) LB 2.0000 181,254.00 0.000 0 (F) 181 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1500 13,594.05 0.000 0 (F) 182 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 15.0000 12,000.00 0.000 0 183 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 6,700.00 0.000 0 (0.063"-UNFRAMED) 184 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 120.00 0.000 0 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 8 DATE 11/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1824 TIME 10:28 AM ESTIMATE NO. 021 BID OPENING 12/06/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: DEYOE MARLA DATE OF THIS ESTIMATE 11/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,950.00 0.000 0 (0.063"-FRAMED) 186 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,150.0000 62,100.00 16.000 18,400 (SIGN FOUNDATION) 187 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,800.0000 131,400.00 25.000 45,000 (SIGN FOUNDATION) 188 METAL (ROADSIDE SIGN) LB 25.0000 1,500.00 0.000 0 189 METAL (BARRIER MOUNTED SIGN) LB 15.0000 11,700.00 0.000 0 190 ROADSIDE SIGN - ONE POST EA 250.0000 16,750.00 0.000 0 191 ROADSIDE SIGN - TWO POST EA 500.0000 1,500.00 0.000 0 192 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 2,100.00 0.000 0 METHOD) 193 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 200.0000 3,000.00 0.000 0 194 PREPARE AND STAIN CONCRETE SQFT 3.2500 10,335.00 3,180.000 10,335.00 3,180.000 10,335 195 24" ALTERNATIVE PIPE CULVERT LF 60.0000 241,200.00 2,804.430 168,265 196 CONCRETE BACKFILL (PIPE TRENCH) CY 100.0000 120.00 0.000 0 (F) 197 12" SLOTTED PLASTIC PIPE LF 100.0000 34,000.00 0.000 0 198 18" REINFORCED CONCRETE PIPE LF 61.0000 21,960.00 206.000 12,566 199 24" REINFORCED CONCRETE PIPE LF 73.0000 133,590.00 389.000 28,397 200 30" REINFORCED CONCRETE PIPE LF 100.0000 6,200.00 82.910 8,291 201 36" REINFORCED CONCRETE PIPE LF 150.0000 12,000.00 86.000 12,900 202 48" REINFORCED CONCRETE PIPE LF 200.0000 18,400.00 88.000 17,600 203 30" REINFORCED CONCRETE PIPE (CLASS IV) LF 140.0000 1,260.00 10.000 1,400 204 3" PLASTIC PIPE UNDERDRAIN LF 20.0000 5,600.00 0.000 0 205 4" PERFORATED PLASTIC PIPE UNDERDRAIN LF 18.0000 10,620.00 0.000 0 206 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 15.0000 7,050.00 0.000 0 207 6" PLASTIC PIPE LF 13.0000 1,690.00 56.000 728.00 76.000 988 208 DRAINAGE INLET MARKER EA 55.0000 880.00 2.000 110.00 7.000 385 209 WELDED STEEL PIPE CASING (BRIDGE) LF 100.0000 8,000.00 80.000 8,000 210 24" CONCRETE FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000 211 48" CONCRETE FLARED END SECTION EA 3,700.0000 3,700.00 1.000 3,700 PROGRAM CAS145 PAGE 9 DATE 11/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1824 TIME 10:28 AM ESTIMATE NO. 021 BID OPENING 12/06/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: DEYOE MARLA DATE OF THIS ESTIMATE 11/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 36" REINFORCED CONCRETE PIPE RISER LF 200.0000 19,400.00 49.400 9,880 213 ROCK SLOPE PROTECTION CY 150.0000 1,800.00 12.000 1,800 (F) (1/4 T, METHOD B) (CY) 214 ROCK SLOPE PROTECTION CY 200.0000 8,000.00 11.000 2,200 (F) (LIGHT, METHOD B) (CY) 215 CONCRETE (SLOPE PROTECTION) CY 750.0000 90,000.00 47.110 35,332.50 47.110 35,332 216 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.5000 195.00 72.300 108 217 MINOR CONCRETE (GUTTER) (LF) LF 20.0000 7,400.00 0.000 0 218 DETECTABLE WARNING SURFACE SQFT 20.0000 2,200.00 39.000 780 219 MINOR CONCRETE (MISCELLANEOUS CY 375.0000 420,000.00 210.752 79,032 CONSTRUCTION) 220 MINOR CONCRETE (TYPE 1) CY 550.0000 33,000.00 0.000 0 (EXPOSED AGGREGATE) 221 MINOR CONCRETE (TYPE 2) CY 975.0000 341,250.00 0.000 0 (SEEDED AGGREGATE) 222 MINOR CONCRETE (TYPE 3) (COLORED) CY 390.0000 62,400.00 0.000 0 223 PARKING BUMPER (PRECAST CONCRETE) EA 65.0000 1,105.00 0.000 0 224 MISCELLANEOUS IRON AND STEEL LB 1.0000 34,108.00 4,859.000 4,859 (F) 225 WEATHERING STEEL PLATE EA 350.0000 7,700.00 0.000 0 226 MISCELLANEOUS METAL (BRIDGE) LB 4.0000 2,000.00 500.000 2,000 (F) 227 BRIDGE DECK DRAINAGE SYSTEM LB 5.0000 116,250.00 7,750.000 38,750 (F) 228 OBSERVATION WELL EA 500.0000 1,000.00 0.000 0 229 2" COPPER WATER LINE LF 65.0000 34,450.00 145.300 9,444 230 8" POLYVINYL CHLORIDE WATER LINE LF 66.0000 134,640.00 1,632.280 107,730 (RECYCLED) 231 CATHODIC PROTECTION TEST STATION EA 1,300.0000 5,200.00 0.000 0 232 FIRE HYDRANT EA 11,000.0000 11,000.00 0.500 5,500 233 12" POLYVINYL CHLORIDE WATER LINE LF 125.0000 51,250.00 0.000 0 234 2" BLOWOFF ASSEMBLY EA 2,800.0000 5,600.00 0.750 2,100 235 12" CEMENT MORTAR LINED AND COATED STEEL LF 185.0000 70,300.00 90.755 16,789.68 297.535 55,043 WATER LINE 236 6" GATE VALVE EA 1,600.0000 1,600.00 0.750 1,200 237 2" COMBINATION AIR RELEASE AND EA 4,600.0000 18,400.00 1.000 4,600 AIR/VACUUM VALVE 238 20" WELDED STEEL PIPE CASING LF 78.0000 10,920.00 140.000 10,920.00 140.000 10,920 PROGRAM CAS145 PAGE 10 DATE 11/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1824 TIME 10:28 AM ESTIMATE NO. 021 BID OPENING 12/06/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: DEYOE MARLA DATE OF THIS ESTIMATE 11/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 12" GATE VALVE EA 2,200.0000 2,200.00 0.000 0 240 SEISMIC EXPANSION ASSEMBLY EA 6,500.0000 26,000.00 2.000 13,000 241 MINOR CONCRETE (MAT) CY 1,900.0000 7,220.00 3.700 7,030 242 8" CEMENT MORTAR LINED AND COATED STEEL LF 66.0000 21,120.00 0.000 0 WATER LINE (RECYCLED) 243 FENCE (TYPE 1) LF 60.0000 25,200.00 87.000 5,220.00 87.000 5,220 244 CHAIN LINK FENCE (TYPE CL-4) LF 22.0000 5,720.00 0.000 0 245 CHAIN LINK FENCE (TYPE CL-6) LF 18.0000 35,820.00 0.000 0 246 4' CHAIN LINK GATE (TYPE CL-6) EA 1,150.0000 8,050.00 0.000 0 247 10' PIPE GATE EA 1,500.0000 6,000.00 0.000 0 248 METAL BEAM GUARD RAILING LF 30.0000 2,310.00 0.000 0 249 CHAIN LINK RAILING (TYPE 7) LF 65.0000 26,910.00 0.000 0 (F) 250 PIPE HANDRAILING LF 180.0000 10,080.00 0.000 0 (F) 251 TUBULAR HANDRAILING (MODIFIED) LF 125.0000 40,125.00 0.000 0 (F) 252 TUBULAR HANDRAILING (MODIFIED 2) LF 100.0000 82,400.00 0.000 0 (F) 253 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 130.0000 315,510.00 667.000 86,710.00 839.000 109,070 (F) 254 CONCRETE BARRIER (TYPE 26 MODIFIED 2) LF 110.0000 41,360.00 338.000 37,180 (F) 255 CABLE RAILING LF 120.0000 1,080.00 0.000 0 (F) 256 END ANCHOR ASSEMBLY (TYPE SFT) EA 625.0000 625.00 0.000 0 257 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 2,500.00 0.000 0 258 CRASH CUSHION, SAND FILLED EA 300.0000 4,200.00 0.000 0 259 CRASH CUSHION (SCL100GM) EA 28,000.0000 28,000.00 0.000 0 260 CRASH CUSHION (REACT 9CBB) EA 45,000.0000 45,000.00 0.000 0 261 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 100.0000 71,000.00 0.000 0 262 CONCRETE BARRIER (TYPE 60C MODIFIED 2) LF 85.0000 525,300.00 0.000 0 263 CONCRETE BARRIER (TYPE 60C MODIFIED 3) LF 95.0000 77,900.00 0.000 0 264 CONCRETE BARRIER (TYPE 60C MODIFIED 4) LF 120.0000 204,000.00 0.000 0 265 CONCRETE BARRIER (TYPE 60P) LF 245.0000 2,940.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 11/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1824 TIME 10:28 AM ESTIMATE NO. 021 BID OPENING 12/06/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: DEYOE MARLA DATE OF THIS ESTIMATE 11/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 CONCRETE BARRIER (TYPE 60) LF 70.0000 177,800.00 0.000 0 267 CONCRETE BARRIER (TYPE 60A) LF 65.0000 15,795.00 0.000 0 (F) 268 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 56.0000 58,800.00 0.000 0 269 CONCRETE BARRIER (TYPE 60GE) LF 120.0000 31,200.00 0.000 0 270 CONCRETE BARRIER (TYPE 60 MODIFIED 2) LF 105.0000 13,650.00 0.000 0 271 PORTABLE CONCRETE BARRIER (TYPE 60K) LF 120.0000 319,200.00 0.000 0 272 CONCRETE BARRIER (TYPE 60GA MODIFIED) LF 90.0000 11,700.00 0.000 0 273 CONCRETE BARRIER (TYPE 736) LF 96.0000 51,072.00 0.000 0 (F) 274 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 90.0000 68,040.00 0.000 0 (F) 275 THERMOPLASTIC PAVEMENT MARKING SQFT 4.5000 17,190.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 276 PAINT TRAFFIC STRIPE (1-COAT) LF 0.1800 7,164.00 0.000 0 277 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3000 33,300.00 58,661.000 17,598 278 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0000 1,230.00 210.000 630 279 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4400 20,812.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 280 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 828.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 281 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 12,240.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 282 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 2,640.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 283 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 940.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 284 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 5,460.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 285 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 2,600.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 286 RAISED RUMBLE STRIP EA 96.0000 5,376.00 0.000 0 287 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 8,892.00 2,800.000 3,360 288 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 10,200.00 1,041.000 3,123 289 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.500 750 SYSTEM ELEMENTS DURING CONSTRUCTION 290 SIGNAL AND LIGHTING LS 89,000.0000 89,000.00 0.089 7,921 PROGRAM CAS145 PAGE 12 DATE 11/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1824 TIME 10:28 AM ESTIMATE NO. 021 BID OPENING 12/06/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: DEYOE MARLA DATE OF THIS ESTIMATE 11/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 291 SIGNAL AND LIGHTING LS 110,000.0000 110,000.00 0.089 9,790 (CITY STREET LOCATION 1) 292 SIGNAL AND LIGHTING LS 121,000.0000 121,000.00 0.048 5,808 (CITY STREET LOCATION 2) 293 LIGHTING (CITY STREET) LS 425,000.0000 425,000.00 0.045 19,125 294 LIGHTING (PARKING LOT) LS 146,000.0000 146,000.00 0.000 0 295 LIGHTING AND SIGN ILLUMINATION LS 99,000.0000 99,000.00 0.032 3,168 296 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.293 2,930 297 TRAFFIC MONITORING STATION LS 22,000.0000 22,000.00 0.109 2,398.00 0.127 2,794 298 CLOSED CIRCUIT TELEVISION SYSTEM LS 205,000.0000 205,000.00 0.082 16,810.00 0.433 88,765 299 COMMUNICATION (PARKING LOT) LS 25,000.0000 25,000.00 0.000 0 300 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 301 TIME-RELATED OVERHEAD (WDAY) WDAY 8,000.0000 2,560,000.00 22.000 176,000.00 318.000 2,544,000 302 CONCRETE BARRIER (TYPE 60PA) LF 200.0000 4,800.00 0.000 0 (F) PROGRAM CAS145 PAGE 13 DATE 11/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1824 TIME 10:28 AM ESTIMATE NO. 021 BID OPENING 12/06/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/14 R.E. NAME: DEYOE MARLA DATE OF THIS ESTIMATE 11/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 778,451.05 17,907,734.34 ADJUSTMENT OF COMPENSATION 3,288.75 29,525.41 EXTRA WORK 87,650.71 557,108.45 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 869,390.51 18,494,368.20 303 MOBILIZATION LS 3,724,750.0000 3,724,750.00 0.050 186,237.50 1.000 3,724,750 ORIGINAL CONTRACT AMOUNT 37,602,648.00 TOTAL WORK COMPLETED 1,055,628.01 22,219,118.20 MATERIALS ON HAND ON SITE 12,340.75 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 5,000.00 -5,000.00 TOTAL 1,060,628.01 22,226,458.95 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 01/29/13 570 03/25/13 03/25/13 04/01/15 318 97 84 0 56% 49% PROGRESS IS SATISFACTORY DEYOE MARLA RESIDENT ENGINEER PROGRAM CAS145 DATE 11/21/14