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 03/22/16 EST. NO. 027 TIME 02:13 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 0207 258.65 E.W. @ F.A.(+) 081415 N 0392.0 0208 1,381.56 060615 N 0393.0 0209 430.30 051115 N 0394.0 0210 585.95 050715 N 0395.0 0211 589.16 050515 N 0396.0 0212 294.58 050415 N 0397.0 0213 288.40 033015 N 0398.0 013 0004 15,840.00 E.W. @ U.P (+) 030116 N 444 0 020 0011 1,661.14 E.W. @ F.A.(+) 092815 N 0402.0 0012 4,452.98 092515 N 0403.0 0013 3,837.41 092415 N 0404.0 021 0022 836.03 E.W. @ F.A.(+) 091415 N 0383.0 0023 1,638.79 081415 N 0384.0 0024 2,710.25 081415 N 0385.0 0025 834.82 081315 N 0386.0 033 0007 438.20 E.W. @ F.A.(+) 010916 N 0400.0 0008 2,472.88 010716 N 0399.0 0009 1,807.28 011216 N 0401.0 038 0006 21,981.72 E.W. @ F.A.(+) 012615 N 0409.0 044 0015 1,075.84 E.W. @ F.A.(+) 010416 N 0379.0 0016 735.86 010816 N 0380.0 0017 2,141.70 010916 N 0381.0 66,293.50 TOTAL THIS ESTIMATE 1,042,650.45 TOTAL PREVIOUS ESTIMATE 1,108,943.95 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 03/22/16 EST. NO. 027 TIME 02:13 PM R.E. NAME: MICHAEL MORTENSEN 05-0G0704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAILED COMPACTION -11,712.00 005 FAILED STABILOMETER -14,100.00 006 LATE PICKUP -34,500.00 006 LAB COMP(DBE)VIOLATI -100,000.00 009 SURVEY RESTAKING -1,275.00 009 DBE UTILIZATION 45,000.00 011 DBE UTILIZATION 15,000.00 012 DBE UTILIZATION 40,000.00 013 DEFECTIVE LIGHT POLE -595.00 013 MISS ANNUAL CEM-4401 -10,000.00 013 PER FAILURE ELECTRIC -1,000.00 014 RECD ANNUAL CEM-4401 10,000.00 014 PERF FAILURE ELECTRC -1,000.00 015 PERF FAILURE ELECTRC -1,000.00 016 PERF FAILURE ELECTRC -1,000.00 017 PERF FAILURE ELECTRC -1,000.00 018 PERF FAILURE ELECTRC -1,000.00 019 PERF FAILURE ELECTRC -1,000.00 020 RETURN ELECTRIC DED 7,000.00 021 PERFORMANCE FAILURE -100,000.00 025 CRUDE OIL ADJUSTMENT -75,117.80 026 PERFORMANCE FAIL RTN 50,000.00 026 COMPACTION FAILURE -8,000.00 027 PERFORMANCE FAILURE 50,000.00 027 42,000.00 -145,299.80 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -5,000.00 010 RECD PAYROLLS 5,000.00 011 MISS PAYROLLS -5,000.00 022 0.00 -5,000.00 TOTAL DEDUCTIONS 42,000.00 -150,299.80 PROGRAM CAS145 PAGE 1 DATE 03/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0704 TIME 02:13 PM ESTIMATE NO. 027 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 03/20/16 R.E. NAME: MICHAEL MORTENSEN DATE OF THIS ESTIMATE 03/22/16 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 0.020 200.00 0.950 9,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,750.0000 787,500.00 17.000 29,750.00 414.000 724,500 004 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.850 21,250 005 TRAFFIC CONTROL SYSTEM LS 115,000.0000 115,000.00 0.050 5,750.00 0.950 109,250 006 TYPE III BARRICADE EA 250.0000 5,750.00 29.000 7,250 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.5000 3,190.00 438.000 2,409 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3500 40,950.00 102,955.000 36,034 009 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 30,500.00 380.000 19,000 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 25,000.0000 25,000.00 0.050 1,250.00 0.950 23,750 011 TEMPORARY RAILING (TYPE K) LF 7.0000 327,600.00 43,915.000 307,405 012 TEMPORARY CRASH CUSHION MODULE EA 330.0000 102,300.00 212.000 69,960 013 JOB SITE MANAGEMENT LS 200,000.0000 200,000.00 0.050 10,000.00 0.950 190,000 014 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.150 450.00 0.900 2,700 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 25,000.00 2.000 1,000.00 12.000 6,000 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 6,900.00 1.000 300.00 4.000 1,200 017 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 018 MOVE-IN/MOVE-OUT EA 105.0000 525.00 6.000 630 (TEMPORARY EROSION CONTROL) 019 TEMPORARY HYDRAULIC MULCH SQYD 0.8000 21,600.00 20,450.000 16,360 (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 14.000 2,170 022 TEMPORARY FIBER ROLL LF 3.6000 36,000.00 6,750.000 24,300 PROGRAM CAS145 PAGE 2 DATE 03/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0704 TIME 02:13 PM ESTIMATE NO. 027 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 03/20/16 R.E. NAME: MICHAEL MORTENSEN DATE OF THIS ESTIMATE 03/22/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 8,640.00 122.000 1,098 024 TEMPORARY LARGE SEDIMENT BARRIER LF 4.5000 15,750.00 0.000 0 025 TEMPORARY SILT FENCE LF 6.2500 625.00 100.000 625 026 TEMPORARY CONSTRUCTION ENTRANCE EA 9,000.0000 54,000.00 4.000 36,000 027 STREET SWEEPING LS 75,000.0000 75,000.00 0.050 3,750.00 0.950 71,250 028 TEMPORARY CONCRETE WASHOUT LS 20,000.0000 20,000.00 0.975 19,500 029 TEMPORARY FENCE (TYPE ESA) LF 3.5500 20,093.00 4,064.000 14,427 030 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 1.000 10,000 032 NATURAL RESOURCE PROTECTION PLAN LS 35,000.0000 35,000.00 1.000 35,000 033 ABANDON DRAINAGE FACILITY EA 700.0000 1,400.00 1.000 700 034 REMOVE WOOD FENCE LF 80.0000 1,280.00 16.000 1,280 035 REMOVE CHAIN LINK FENCE LF 10.0000 24,200.00 242.000 2,420 036 REMOVE MASONRY BLOCK WALL LF 150.0000 1,800.00 30.000 4,500 037 REMOVE METAL BEAM GUARD RAILING LF 7.0000 10,360.00 1,062.000 7,434 038 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 0.570 11,400 041 REMOVE PAINTED TRAFFIC STRIPE LF 0.5500 6,655.00 45,252.000 24,888 042 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 3,185.00 7,037.000 4,925 043 REMOVE PAVEMENT MARKER EA 1.4000 1,568.00 1,093.000 1,530 044 REMOVE SIGN STRUCTURE (EA) EA 8,000.0000 8,000.00 1.000 8,000 045 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 1,191.000 119,100 CY) 048 REMOVE INLET EA 900.0000 1,800.00 1.000 900.00 1.000 900 049 REMOVE HEADWALL EA 1,000.0000 4,000.00 4.000 4,000 PROGRAM CAS145 PAGE 3 DATE 03/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0704 TIME 02:13 PM ESTIMATE NO. 027 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 03/20/16 R.E. NAME: MICHAEL MORTENSEN DATE OF THIS ESTIMATE 03/22/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 14,125.000 26,131 052 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 0.050 2,000.00 0.950 38,000 054 ROADWAY EXCAVATION CY 14.5000 568,400.00 2,986.000 43,297.00 35,259.000 511,255 055 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 3,495.000 524,250 (F) 057 STRUCTURE EXCAVATION (TYPE D) CY 40.0000 328,320.00 8,208.200 328,328 (F) 058 STRUCTURE BACKFILL (BRIDGE) CY 75.0000 86,325.00 1,142.000 85,650 (F) 059 LIGHTWEIGHT EMBANKMENT (EPS BLOCK) CY 130.0000 1,114,620.00 8,574.000 1,114,620 (F) 060 GEOMEMBRANE (GASOLINE RESISTANT) SQYD 40.0000 86,960.00 2,174.000 86,960 (F) 061 STRUCTURE BACKFILL CY 76.0000 80,104.00 1,054.000 80,104 (F) (LIGHTWEIGHT EMBANKMENT) 062 ROADSIDE CLEARING LS 10,000.0000 10,000.00 0.050 500.00 0.950 9,500 063 ROCK STAIN SQFT 1.5000 16,200.00 0.000 0 064 LIVE SILTATION LF 86.6500 4,592.45 53.000 4,592 065 WILLOW CUTTINGS EA 10.5000 2,520.00 215.000 2,257.50 215.000 2,257 066 WILLOW POLE EA 10.7500 2,365.00 15.000 161.25 45.000 483 067 MAINTAIN EXISTING PLANTED AREAS LS 3,100.0000 3,100.00 0.610 1,891 068 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 0.610 1,891 071 CONTROL AND NEUTRAL CONDUCTORS LS 8,700.0000 8,700.00 0.900 7,830 072 1 1/2" ELECTRIC REMOTE CONTROL VALVE EA 670.0000 1,340.00 1.000 670 073 2" ELECTRIC REMOTE CONTROL VALVE EA 725.0000 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 03/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0704 TIME 02:13 PM ESTIMATE NO. 027 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 03/20/16 R.E. NAME: MICHAEL MORTENSEN DATE OF THIS ESTIMATE 03/22/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,060.000 18,952 (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 30.000 2,760 (F) POLYETHYLENE PIPE CONDUIT 085 EXTEND 8" CONDUIT LF 92.0000 1,656.00 17.000 1,564 086 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 205.0000 1,230.00 3.000 615 087 IMPORTED TOPSOIL (CY) CY 25.0000 3,000.00 0.000 0 088 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4500 39,240.00 34,000.000 15,300.00 71,718.000 32,273 089 HYDROMULCH SQFT 0.1500 35,550.00 94,000.000 14,100.00 141,718.000 21,257 090 FIBER ROLLS LF 3.6000 35,100.00 6,000.000 21,600.00 13,275.000 47,790 091 STRAW SQFT 0.0500 6,500.00 70,000.000 3,500.00 70,000.000 3,500 092 HYDROSEED (MIX A) SQFT 0.1000 4,700.00 40,000.000 4,000 093 HYDROSEED (MIX B) SQFT 0.1000 15,000.00 70,000.000 7,000.00 81,000.000 8,100 094 HYDROSEED (MIX C) SQFT 0.1000 4,030.00 24,000.000 2,400.00 31,718.000 3,171 095 COMPOST (TYPE 1) SQFT 0.3500 52,500.00 70,000.000 24,500 096 COMPOST (TYPE 2) SQFT 0.3500 16,450.00 40,000.000 14,000 097 INCORPORATE MATERIALS SQFT 0.1500 7,050.00 40,000.000 6,000 098 CLASS 1 AGGREGATE SUBBASE CY 90.0000 101,700.00 1,128.000 101,520 099 CLASS 2 AGGREGATE BASE (CY) CY 65.0000 605,800.00 64.000 4,160.00 8,804.000 572,260 100 LEAN CONCRETE BASE CY 135.0000 48,600.00 357.000 48,195 101 HOT MIX ASPHALT (TYPE A) TON 111.5500 2,141,760.00 15,562.000 1,735,941 102 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 4,442.000 16,657 PROGRAM CAS145 PAGE 5 DATE 03/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0704 TIME 02:13 PM ESTIMATE NO. 027 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 03/20/16 R.E. NAME: MICHAEL MORTENSEN DATE OF THIS ESTIMATE 03/22/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 440.00 158.000 434 105 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.5500 3,162.00 1,084.000 2,764 106 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.7000 945.00 345.000 931 107 PLACE HOT MIX ASPHALT SQYD 18.6000 11,904.00 484.000 9,002 (MISCELLANEOUS AREA) 108 TACK COAT TON 2,025.0000 38,475.00 18.800 38,070 109 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 83.000 249,000 111 FURNISH PILING (CLASS 200) LF 50.0000 201,800.00 4,036.200 201,810 (ALTERNATIVE W) 112 DRIVE PILE (CLASS 200) EA 3,400.0000 231,200.00 68.000 231,200 (ALTERNATIVE W) 113 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,250.0000 27,500.00 22.000 27,500 PILE (SIGN FOUNDATION) 114 SEAL COURSE CONCRETE CY 190.0000 119,510.00 0.000 0 115 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 390.0000 116,610.00 299.000 116,610 (F) 116 STRUCTURAL CONCRETE, BRIDGE CY 400.0000 1,223,200.00 2,900.000 1,160,000 (F) 117 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,250.0000 43,750.00 17.000 21,250.00 35.000 43,750 (F) (TYPE EQ) 118 STRUCTURAL CONCRETE, APPROACH SLAB CY 620.0000 301,940.00 487.000 301,940 (F) (TYPE N) 119 MINOR CONCRETE (MINOR STRUCTURE) CY 1,350.0000 156,600.00 2.360 3,186.00 115.160 155,466 (F) 120 MASONRY BLOCK WALL SQFT 15.0000 1,440.00 96.000 1,440 (F) 121 JOINT SEAL (MR 1/2") LF 40.0000 37,720.00 47.000 1,880 122 BAR REINFORCING STEEL (BRIDGE) LB 1.1000 675,913.70 613,437.000 674,780 (F) 123 HEADED BAR REINFORCEMENT EA 23.0000 104,190.00 4,530.000 104,190 (F) 124 FURNISH SIGN STRUCTURE (TRUSS) LB 4.5000 72,967.50 16,215.000 72,967 (F) 125 INSTALL SIGN STRUCTURE (TRUSS) LB 0.6500 10,539.75 16,215.000 10,539 (F) 126 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 28.2500 7,345.00 128.000 3,616 127 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 13.6000 3,536.00 128.000 1,740 128 24" ALTERNATIVE PIPE CULVERT LF 95.0000 34,200.00 358.000 34,010 129 TEMPORARY CULVERT LF 65.0000 42,900.00 506.000 32,890 130 24" PLASTIC PIPE LF 80.0000 42,400.00 363.000 29,040 PROGRAM CAS145 PAGE 6 DATE 03/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0704 TIME 02:13 PM ESTIMATE NO. 027 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 03/20/16 R.E. NAME: MICHAEL MORTENSEN DATE OF THIS ESTIMATE 03/22/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,800.00 120.000 7,200 132 24" REINFORCED CONCRETE PIPE (CLASS V) LF 80.0000 129,600.00 4.000 320.00 1,619.000 129,520 133 TEMPORARY SLOTTED CORRUGATED STEEL PIPE LF 65.0000 156,650.00 2,408.000 156,520 134 STRUCTURE APPROACH DRAINAGE SYSTEM LS 14,000.0000 14,000.00 1.000 14,000 135 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 2,530.000 63,250 137 4" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 40.0000 18,800.00 400.000 16,000 138 CLASS 2 PERMEABLE MATERIAL (BLANKET) CY 95.0000 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 (.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 3.000 1,950 144 TEMPORARY CAP INLET EA 550.0000 2,200.00 3.000 1,650 145 36" PRECAST CONCRETE PIPE INLET LF 610.0000 1,891.00 0.000 0 146 INLET DEPRESSION EA 810.0000 21,060.00 10.000 8,100.00 10.000 8,100 147 ROCK SLOPE PROTECTION CY 130.0000 312,000.00 2,270.000 295,100 (1/2 T, METHOD A) (CY) 148 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 115.0000 178,250.00 1,423.000 163,645 (CY) 149 GABION CY 190.0000 55,290.00 291.000 55,290 (F) 150 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 15,450.00 2,777.000 13,885 151 MINOR CONCRETE (MISCELLANEOUS CY 3.7500 3,450.00 0.000 0 CONSTRUCTION) 152 MINOR CONCRETE (GUTTER DEPRESSION) CY 730.0000 4,672.00 3.200 2,336 153 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 3.4500 22,942.50 3,262.000 11,253 CONCRETE) 154 MISCELLANEOUS IRON AND STEEL LB 2.0000 18,780.00 326.000 652.00 2,702.000 5,404 (F) 155 WATER LINE (GOLETA WATER DISTRICT) LS 250,000.0000 250,000.00 1.000 250,000 156 SEWER LINE (GOLETA SANITARY DISTRICT) LS 150,000.0000 150,000.00 1.000 150,000 157 TEMPORARY FENCE (TYPE CL-6) LF 14.0000 5,040.00 720.000 10,080 PROGRAM CAS145 PAGE 7 DATE 03/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0704 TIME 02:13 PM ESTIMATE NO. 027 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 03/20/16 R.E. NAME: MICHAEL MORTENSEN DATE OF THIS ESTIMATE 03/22/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 26.000 4,290.00 26.000 4,290 161 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 27,360.00 675.000 16,200 167 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 92,400.00 24.000 1,320 168 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 3.000 10,200 171 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 1.000 715 173 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 7,800.00 3.000 7,800 174 CONCRETE BARRIER (TYPE 60A) LF 110.0000 16,940.00 214.000 23,540.00 214.000 23,540 175 CONCRETE BARRIER (TYPE 60R MODIFIED) LF 105.0000 21,000.00 0.000 0 176 CONCRETE BARRIER (TYPE 80) LF 230.0000 47,840.00 208.000 47,840 (F) 177 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 70.0000 103,600.00 400.000 28,000.00 400.000 28,000 178 CALIFORNIA ST-40 BRIDGE RAIL (MOD) LF 715.0000 33,605.00 47.000 33,605 179 THERMOPLASTIC PAVEMENT MARKING SQFT 6.2000 5,332.00 406.000 2,517 180 THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 22,330.00 10,273.000 5,650 (SPRAYABLE) 181 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.7500 1,595.00 192.000 528 182 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.4500 3,036.00 347.000 1,197 183 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 0.900 10,260 SYSTEM PROGRAM CAS145 PAGE 8 DATE 03/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0704 TIME 02:13 PM ESTIMATE NO. 027 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 03/20/16 R.E. NAME: MICHAEL MORTENSEN DATE OF THIS ESTIMATE 03/22/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.100 1,350.00 1.000 13,500 186 MODIFY LIGHTING AND SIGN ILLUMINATION LS 59,300.0000 59,300.00 0.900 53,370 PROGRAM CAS145 PAGE 9 DATE 03/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0G0704 TIME 02:13 PM ESTIMATE NO. 027 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 03/20/16 R.E. NAME: MICHAEL MORTENSEN DATE OF THIS ESTIMATE 03/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 260,313.75 13,466,843.55 ADJUSTMENT OF COMPENSATION 0.00 368,405.17 EXTRA WORK 66,293.50 740,538.78 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 326,607.25 14,575,787.50 187 MOBILIZATION LS 1,224,250.4000 1,224,250.40 1.000 1,224,250 ORIGINAL CONTRACT AMOUNT 16,629,374.00 TOTAL WORK COMPLETED 326,607.25 15,800,037.90 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 42,000.00 -150,299.80 TOTAL 368,607.25 15,649,738.10 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 04/30/17 414 104 34 0 90% 56% PROGRESS IS SATISFACTORY MICHAEL MORTENSEN RESIDENT ENGINEER PROGRAM CAS145 DATE 03/22/16