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 10/21/14 EST. NO.10 TIME 02:01 PM R.E. NAME: MICHAEL MORTENSEN 05-0G0704 --------------------------------------------------------------------------- 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 0040 3,184.50 E.W. @ F.A.(+) 071714 N 0076.0 0045 440.69 082214 N 0105.0 0046 506.07 082914 N 0106.0 0047 1,416.24 082814 N 0109.0 0048 135.68 091814 N 0110.0 003 0005 200.00 E.W. @ F.A.(+) 091614 N 0117.0 014 0019 1,016.47 E.W. @ F.A.(+) 070714 N 0083.0 6,899.65 TOTAL THIS ESTIMATE 140,593.72 TOTAL PREVIOUS ESTIMATE 147,493.37 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 10/21/14 EST. NO.10 TIME 02:01 PM R.E. NAME: MICHAEL MORTENSEN 05-0G0704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAILED COMPACTION -11,712.00 05 FAILED STABILOMETER -14,100.00 06 LATE PICKUP -34,500.00 06 LAB COMP(DBE)VIOLATI -100,000.00 09 SURVEY RESTAKING -1,275.00 09 0.00 -161,587.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -5,000.00 10 -5,000.00 -5,000.00 TOTAL DEDUCTIONS -5,000.00 -166,587.00 PROGRAM CAS145 PAGE 1 DATE 10/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0704 TIME 02:01 PM ESTIMATE NO. 10 BID OPENING 10/15/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: MICHAEL MORTENSEN DATE OF THIS ESTIMATE 10/21/14 LOCATION PROGRESS ESTIMATE 05-SB-101-22.3/23.0 ----------------- FLATIRON WEST INC IN SANTA BARBARA COUNTY IN GOLETA 1770 LA COSTA MEADOWS DRIVE FROM 0.2 MILE EAST TO 0.7 MILE WEST SAN MARCOS CA 92078 OF FAIRVIEW AVENUE OVERCROSSING FED. AID NO. NH-Q101(233)E UPGRADE DRAINAGE CULVERTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.030 300.00 0.560 5,600 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,750.0000 787,500.00 20.000 35,000.00 168.000 294,000 004 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.570 14,250 005 TRAFFIC CONTROL SYSTEM LS 115,000.0000 115,000.00 0.040 4,600.00 0.360 41,400 006 TYPE III BARRICADE EA 250.0000 5,750.00 10.000 2,500 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.5000 3,190.00 126.000 693 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3500 40,950.00 44,325.000 15,513 009 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 30,500.00 163.000 8,150 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 25,000.0000 25,000.00 0.040 1,000.00 0.360 9,000 011 TEMPORARY RAILING (TYPE K) LF 7.0000 327,600.00 17,875.000 125,125 012 TEMPORARY CRASH CUSHION MODULE EA 330.0000 102,300.00 92.000 30,360 013 JOB SITE MANAGEMENT LS 200,000.0000 200,000.00 0.040 8,000.00 0.360 72,000 014 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.750 2,250 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 25,000.00 2.000 1,000 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 6,900.00 0.000 0 017 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 018 MOVE-IN/MOVE-OUT EA 105.0000 525.00 0.000 0 (TEMPORARY EROSION CONTROL) 019 TEMPORARY HYDRAULIC MULCH SQYD 0.8000 21,600.00 0.000 0 (BONDED FIBER MATRIX) 020 TEMPORARY CHECK DAM LF 15.0000 450.00 0.000 0 021 TEMPORARY DRAINAGE INLET PROTECTION EA 155.0000 6,665.00 6.000 930 022 TEMPORARY FIBER ROLL LF 3.6000 36,000.00 1,100.000 3,960 PROGRAM CAS145 PAGE 2 DATE 10/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0704 TIME 02:01 PM ESTIMATE NO. 10 BID OPENING 10/15/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: MICHAEL MORTENSEN DATE OF THIS ESTIMATE 10/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY GRAVEL BAG BERM LF 9.0000 8,640.00 0.000 0 024 TEMPORARY LARGE SEDIMENT BARRIER LF 4.5000 15,750.00 0.000 0 025 TEMPORARY SILT FENCE LF 6.2500 625.00 0.000 0 026 TEMPORARY CONSTRUCTION ENTRANCE EA 9,000.0000 54,000.00 4.000 36,000 027 STREET SWEEPING LS 75,000.0000 75,000.00 0.040 3,000.00 0.320 24,000 028 TEMPORARY CONCRETE WASHOUT LS 20,000.0000 20,000.00 0.200 4,000.00 0.400 8,000 029 TEMPORARY FENCE (TYPE ESA) LF 3.5500 20,093.00 3,624.000 12,865 030 TREATED WOOD WASTE LB 0.1500 10,230.00 39,160.000 5,874 031 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 10,000.0000 10,000.00 0.020 200.00 0.730 7,300 032 NATURAL RESOURCE PROTECTION PLAN LS 35,000.0000 35,000.00 0.020 700.00 0.730 25,550 033 ABANDON DRAINAGE FACILITY EA 700.0000 1,400.00 0.000 0 034 REMOVE WOOD FENCE LF 80.0000 1,280.00 0.000 0 035 REMOVE CHAIN LINK FENCE LF 10.0000 24,200.00 0.000 0 036 REMOVE MASONRY BLOCK WALL LF 150.0000 1,800.00 0.000 0 037 REMOVE METAL BEAM GUARD RAILING LF 7.0000 10,360.00 100.000 700 038 REMOVE SINGLE THRIE BEAM BARRIER LF 5.0000 9,750.00 1,950.000 9,750 039 REMOVE DOUBLE THRIE BEAM BARRIER LF 8.0000 11,440.00 1,365.000 10,920 040 REMOVE IRRIGATION FACILITY LS 20,000.0000 20,000.00 0.070 1,400.00 0.570 11,400 041 REMOVE PAINTED TRAFFIC STRIPE LF 0.5500 6,655.00 19,672.000 10,819 042 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 3,185.00 237.000 165.90 7,037.000 4,925 043 REMOVE PAVEMENT MARKER EA 1.4000 1,568.00 1,027.000 1,437 044 REMOVE SIGN STRUCTURE (EA) EA 8,000.0000 8,000.00 0.000 0 045 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 15.0000 1,440.00 0.000 0 046 REMOVE ASPHALT CONCRETE DIKE LF 2.5000 2,825.00 300.000 750 047 REMOVE REINFORCED CONCRETE BOX CULVERT ( CY 100.0000 127,000.00 450.000 45,000 CY) 048 REMOVE INLET EA 900.0000 1,800.00 0.000 0 049 REMOVE HEADWALL EA 1,000.0000 4,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 10/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0704 TIME 02:01 PM ESTIMATE NO. 10 BID OPENING 10/15/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: MICHAEL MORTENSEN DATE OF THIS ESTIMATE 10/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RESET ROADSIDE SIGN (ONE POST) EA 230.0000 460.00 2.000 460 051 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.8500 74,555.00 350.000 647 052 REMOVE CONCRETE BARRIER LF 25.0000 22,500.00 900.000 22,500 053 CLEARING AND GRUBBING (LS) LS 40,000.0000 40,000.00 0.850 34,000 054 ROADWAY EXCAVATION CY 14.5000 568,400.00 3,830.000 55,535.00 12,387.000 179,611 055 ROADWAY EXCAVATION (TYPE Z-2) CY 130.0000 695,500.00 4,012.000 521,560 (AERIALLY DEPOSITED LEAD) 056 STRUCTURE EXCAVATION (TYPE A) CY 150.0000 526,500.00 1,476.000 221,400 (F) 057 STRUCTURE EXCAVATION (TYPE D) CY 40.0000 328,320.00 3,215.200 128,608 (F) 058 STRUCTURE BACKFILL (BRIDGE) CY 75.0000 86,325.00 100.000 7,500.00 214.000 16,050 (F) 059 LIGHTWEIGHT EMBANKMENT (EPS BLOCK) CY 130.0000 1,114,620.00 0.000 0 (F) 060 GEOMEMBRANE (GASOLINE RESISTANT) SQYD 40.0000 86,960.00 0.000 0 (F) 061 STRUCTURE BACKFILL CY 76.0000 80,104.00 0.000 0 (F) (LIGHTWEIGHT EMBANKMENT) 062 ROADSIDE CLEARING LS 10,000.0000 10,000.00 0.000 0 063 ROCK STAIN SQFT 1.5000 16,200.00 0.000 0 064 LIVE SILTATION LF 86.6500 4,592.45 0.000 0 065 WILLOW CUTTINGS EA 10.5000 2,520.00 0.000 0 066 WILLOW POLE EA 10.7500 2,365.00 0.000 0 067 MAINTAIN EXISTING PLANTED AREAS LS 3,100.0000 3,100.00 0.040 124.00 0.350 1,085 068 PLANT ESTABLISHMENT WORK LS 8,700.0000 8,700.00 0.000 0 069 CHECK AND TEST EXISTING IRRIGATION LS 3,100.0000 3,100.00 1.000 3,100 FACILITIES 070 MAINTAIN EXISTING IRRIGATION FACILITIES LS 3,100.0000 3,100.00 0.040 124.00 0.350 1,085 071 CONTROL AND NEUTRAL CONDUCTORS LS 8,700.0000 8,700.00 0.750 6,525 072 1 1/2" ELECTRIC REMOTE CONTROL VALVE EA 670.0000 1,340.00 -6.000 -4,020.00 1.000 670 073 2" ELECTRIC REMOTE CONTROL VALVE EA 725.0000 1,450.00 2.000 1,450.00 2.000 1,450 074 TEMPORARY IRRIGATION LINE LF 15.0000 10,800.00 704.000 10,560 (F) 075 SPRINKLER (TYPE C-2) EA 26.0000 4,160.00 0.000 0 076 3" GATE VALVE EA 460.0000 2,760.00 1.000 460 PROGRAM CAS145 PAGE 4 DATE 10/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0704 TIME 02:01 PM ESTIMATE NO. 10 BID OPENING 10/15/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: MICHAEL MORTENSEN DATE OF THIS ESTIMATE 10/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.4000 2,390.20 0.000 0 (F) LINE) 078 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.5000 1,200.00 0.000 0 (F) LINE) 079 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 9.0000 2,394.00 0.000 0 (F) (SUPPLY LINE) 080 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 10.5000 241.50 0.000 0 (F) (SUPPLY LINE) 081 2" PLASTIC PIPE (SCHEDULE 40) LF 11.7500 728.50 0.000 0 (F) (SUPPLY LINE) 082 3" PLASTIC PIPE (SCHEDULE 40) LF 9.2000 24,932.00 1,000.000 9,200 (F) (SUPPLY LINE) 083 BALL VALVE EA 460.0000 1,380.00 1.000 460 084 8" CORRUGATED HIGH DENSITY LF 92.0000 2,760.00 0.000 0 (F) POLYETHYLENE PIPE CONDUIT 085 EXTEND 8" CONDUIT LF 92.0000 1,656.00 0.000 0 086 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 205.0000 1,230.00 0.000 0 087 IMPORTED TOPSOIL (CY) CY 25.0000 3,000.00 0.000 0 088 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4500 39,240.00 5,000.000 2,250 089 HYDROMULCH SQFT 0.1500 35,550.00 0.000 0 090 FIBER ROLLS LF 3.6000 35,100.00 0.000 0 091 STRAW SQFT 0.0500 6,500.00 0.000 0 092 HYDROSEED (MIX A) SQFT 0.1000 4,700.00 0.000 0 093 HYDROSEED (MIX B) SQFT 0.1000 15,000.00 0.000 0 094 HYDROSEED (MIX C) SQFT 0.1000 4,030.00 0.000 0 095 COMPOST (TYPE 1) SQFT 0.3500 52,500.00 0.000 0 096 COMPOST (TYPE 2) SQFT 0.3500 16,450.00 0.000 0 097 INCORPORATE MATERIALS SQFT 0.1500 7,050.00 0.000 0 098 CLASS 1 AGGREGATE SUBBASE CY 90.0000 101,700.00 0.000 0 099 CLASS 2 AGGREGATE BASE (CY) CY 65.0000 605,800.00 6,611.000 429,715 100 LEAN CONCRETE BASE CY 135.0000 48,600.00 0.000 0 101 HOT MIX ASPHALT (TYPE A) TON 111.5500 2,141,760.00 5,835.000 650,894 102 SHOULDER RUMBLE STRIP STA 40.5000 4,860.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 103 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.7500 9,487.50 1,904.000 7,140 PROGRAM CAS145 PAGE 5 DATE 10/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0704 TIME 02:01 PM ESTIMATE NO. 10 BID OPENING 10/15/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: MICHAEL MORTENSEN DATE OF THIS ESTIMATE 10/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.7500 440.00 0.000 0 105 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.5500 3,162.00 0.000 0 106 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.7000 945.00 0.000 0 107 PLACE HOT MIX ASPHALT SQYD 18.6000 11,904.00 0.000 0 (MISCELLANEOUS AREA) 108 TACK COAT TON 2,025.0000 38,475.00 6.000 12,150 109 FURNISH 24" STEEL PIPE PILING LF 70.0000 294,560.00 3,373.800 236,166 110 DRIVE 24" STEEL PIPE PILE EA 3,000.0000 264,000.00 24.000 72,000 111 FURNISH PILING (CLASS 200) LF 50.0000 201,800.00 1,899.200 94,960 (ALTERNATIVE W) 112 DRIVE PILE (CLASS 200) EA 3,400.0000 231,200.00 32.000 108,800 (ALTERNATIVE W) 113 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,250.0000 27,500.00 0.000 0 PILE (SIGN FOUNDATION) 114 SEAL COURSE CONCRETE CY 190.0000 119,510.00 0.000 0 115 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 390.0000 116,610.00 81.000 31,590 (F) 116 STRUCTURAL CONCRETE, BRIDGE CY 400.0000 1,223,200.00 612.000 244,800.00 1,132.000 452,800 (F) 117 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,250.0000 43,750.00 0.000 0 (F) (TYPE EQ) 118 STRUCTURAL CONCRETE, APPROACH SLAB CY 620.0000 301,940.00 152.000 94,240.00 152.000 94,240 (F) (TYPE N) 119 MINOR CONCRETE (MINOR STRUCTURE) CY 1,350.0000 156,600.00 0.000 0 (F) 120 MASONRY BLOCK WALL SQFT 15.0000 1,440.00 0.000 0 (F) 121 JOINT SEAL (MR 1/2") LF 40.0000 37,720.00 0.000 0 122 BAR REINFORCING STEEL (BRIDGE) LB 1.1000 675,913.70 101,137.000 111,250.70 191,075.000 210,182 (F) 123 HEADED BAR REINFORCEMENT EA 23.0000 104,190.00 984.000 22,632.00 1,646.000 37,858 (F) 124 FURNISH SIGN STRUCTURE (TRUSS) LB 4.5000 72,967.50 0.000 0 (F) 125 INSTALL SIGN STRUCTURE (TRUSS) LB 0.6500 10,539.75 0.000 0 (F) 126 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 28.2500 7,345.00 0.000 0 127 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 13.6000 3,536.00 0.000 0 128 24" ALTERNATIVE PIPE CULVERT LF 95.0000 34,200.00 0.000 0 129 TEMPORARY CULVERT LF 65.0000 42,900.00 506.000 32,890 130 24" PLASTIC PIPE LF 80.0000 42,400.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 10/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0704 TIME 02:01 PM ESTIMATE NO. 10 BID OPENING 10/15/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: MICHAEL MORTENSEN DATE OF THIS ESTIMATE 10/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 18" REINFORCED CONCRETE PIPE (CLASS V) LF 60.0000 7,800.00 0.000 0 132 24" REINFORCED CONCRETE PIPE (CLASS V) LF 80.0000 129,600.00 0.000 0 133 TEMPORARY SLOTTED CORRUGATED STEEL PIPE LF 65.0000 156,650.00 428.000 27,820.00 2,408.000 156,520 134 STRUCTURE APPROACH DRAINAGE SYSTEM LS 14,000.0000 14,000.00 0.370 5,180 135 3" SLOTTED PLASTIC PIPE UNDERDRAIN LF 7.0000 5,180.00 0.000 0 136 4" PLASTIC PIPE (EDGE DRAIN) LF 25.0000 63,250.00 1,000.000 25,000.00 1,000.000 25,000 137 4" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 40.0000 18,800.00 0.000 0 138 CLASS 2 PERMEABLE MATERIAL (BLANKET) CY 95.0000 4,465.00 47.000 4,465.00 47.000 4,465 139 TEMPORARY DRAINAGE INLET EA 5,000.0000 55,000.00 11.000 55,000 140 DRAINAGE INLET MARKER EA 250.0000 500.00 0.000 0 141 6" WELDED STEEL PIPE CASING (BRIDGE) LF 130.0000 6,110.00 57.000 7,410.00 57.000 7,410 (.250" THICK) 142 TEMPORARY FLARED END SECTION EA 550.0000 550.00 1.000 550 143 24" ALTERNATIVE FLARED END SECTION EA 650.0000 1,950.00 0.000 0 144 TEMPORARY CAP INLET EA 550.0000 2,200.00 2.000 1,100 145 36" PRECAST CONCRETE PIPE INLET LF 610.0000 1,891.00 0.000 0 146 INLET DEPRESSION EA 810.0000 21,060.00 0.000 0 147 ROCK SLOPE PROTECTION CY 130.0000 312,000.00 895.000 116,350 (1/2 T, METHOD A) (CY) 148 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 115.0000 178,250.00 550.000 63,250 (CY) 149 GABION CY 190.0000 55,290.00 0.000 0 (F) 150 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 15,450.00 950.000 4,750 151 MINOR CONCRETE (MISCELLANEOUS CY 3.7500 3,450.00 0.000 0 CONSTRUCTION) 152 MINOR CONCRETE (GUTTER DEPRESSION) CY 730.0000 4,672.00 0.000 0 153 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 3.4500 22,942.50 0.000 0 CONCRETE) 154 MISCELLANEOUS IRON AND STEEL LB 2.0000 18,780.00 0.000 0 (F) 155 WATER LINE (GOLETA WATER DISTRICT) LS 250,000.0000 250,000.00 0.450 112,500.00 0.750 187,500 156 SEWER LINE (GOLETA SANITARY DISTRICT) LS 150,000.0000 150,000.00 0.000 0 157 TEMPORARY FENCE (TYPE CL-6) LF 14.0000 5,040.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 10/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0704 TIME 02:01 PM ESTIMATE NO. 10 BID OPENING 10/15/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: MICHAEL MORTENSEN DATE OF THIS ESTIMATE 10/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 TEMPORARY FENCE (TYPE CL-6, SLATTED) LF 70.0000 1,960.00 0.000 0 159 CHAIN LINK FENCE (TYPE CL-6) LF 30.0000 9,300.00 0.000 0 160 WOOD FENCE LF 165.0000 2,640.00 0.000 0 161 4' CHAIN LINK GATE (TYPE CL-6) EA 710.0000 710.00 0.000 0 162 8' CHAIN LINK GATE (TYPE CL-6) EA 1,315.0000 2,630.00 0.000 0 163 16' CHAIN LINK GATE (TYPE CL-6) EA 2,025.0000 2,025.00 0.000 0 164 CHAIN LINK FENCE LF 35.0000 69,300.00 0.000 0 (TYPE CL-8, SLATTED, MODIFIED) 165 4' CHAIN LINK GATE EA 960.0000 4,800.00 0.000 0 (TYPE CL-8, SLATTED, MODIFIED) 166 METAL BEAM GUARD RAILING (STEEL POST) LF 24.0000 27,360.00 0.000 0 167 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 92,400.00 0.000 0 168 CHAIN LINK RAILING (TYPE 7) LF 140.0000 7,000.00 0.000 0 (F) 169 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 41.0000 89,380.00 0.000 0 170 TRANSITION RAILING (TYPE WB) EA 3,400.0000 10,200.00 0.000 0 171 TRANSITION RAILING (TYPE DTB) EA 3,400.0000 10,200.00 0.000 0 172 END ANCHOR ASSEMBLY (TYPE SFT) EA 715.0000 1,430.00 0.000 0 173 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 7,800.00 0.000 0 174 CONCRETE BARRIER (TYPE 60A) LF 110.0000 16,940.00 0.000 0 175 CONCRETE BARRIER (TYPE 60R MODIFIED) LF 105.0000 21,000.00 0.000 0 176 CONCRETE BARRIER (TYPE 80) LF 230.0000 47,840.00 0.000 0 (F) 177 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 70.0000 103,600.00 0.000 0 178 CALIFORNIA ST-40 BRIDGE RAIL (MOD) LF 715.0000 33,605.00 0.000 0 179 THERMOPLASTIC PAVEMENT MARKING SQFT 6.2000 5,332.00 0.000 0 180 THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 22,330.00 0.000 0 (SPRAYABLE) 181 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.7500 1,595.00 0.000 0 182 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.4500 3,036.00 0.000 0 183 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 540.0000 540.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 184 MODIFY WIRELESS VEHICLE DETECTION LS 11,400.0000 11,400.00 0.000 0 SYSTEM PROGRAM CAS145 PAGE 8 DATE 10/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0704 TIME 02:01 PM ESTIMATE NO. 10 BID OPENING 10/15/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: MICHAEL MORTENSEN DATE OF THIS ESTIMATE 10/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 MODIFY SIGNAL LS 13,500.0000 13,500.00 0.000 0 186 MODIFY LIGHTING AND SIGN ILLUMINATION LS 59,300.0000 59,300.00 0.750 44,475 PROGRAM CAS145 PAGE 9 DATE 10/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0704 TIME 02:01 PM ESTIMATE NO. 10 BID OPENING 10/15/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/14 R.E. NAME: MICHAEL MORTENSEN DATE OF THIS ESTIMATE 10/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 769,196.60 5,158,642.00 ADJUSTMENT OF COMPENSATION 0.00 6,000.00 EXTRA WORK 6,899.65 141,493.37 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 776,096.25 5,306,135.37 187 MOBILIZATION LS 1,224,250.4000 1,224,250.40 0.950 1,163,037 ORIGINAL CONTRACT AMOUNT 16,629,374.00 TOTAL WORK COMPLETED 776,096.25 6,469,173.25 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -166,587.00 TOTAL 771,096.25 6,302,586.25 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 12/12/13 700 02/01/14 02/06/14 06/30/17 163 13 2 0 42% 23% PROGRESS IS SATISFACTORY MICHAEL MORTENSEN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/21/14