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 01/24/13 EST. NO.27 TIME 12:23 PM R.E. NAME: LINDQUIST, KARL 12-0F0324 --------------------------------------------------------------------------- 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 0174 693.47 E.W. @ F.A.(+) 122011 N 0405.0 0176 625.30 010412 N 0407.0 004 0032 5,138.00 E.W. @ L.S.(+) 011713 N 000002 0033 3,000.00 E.W. @ U.P (+) 011713 N 000003 028 0074 322.48 E.W. @ F.A.(+) 040912 N 0471.0 9,779.25 TOTAL THIS ESTIMATE 879,536.90 TOTAL PREVIOUS ESTIMATE 889,316.15 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 01/24/13 EST. NO.27 TIME 12:23 PM R.E. NAME: LINDQUIST, KARL 12-0F0324 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NONSUBTL CEM4401 -10,000.00 01 NON SUB CEM-4401 10,000.00 02 NONSUBTLCEM4401 2011 -10,000.00 16 UIS OVERHEAD SIGNS -5,000.00 17 AMERON TRAFFIC POLES -2,000.00 18 0.00 -17,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -2,000.00 03 RET. DEDUC. EST #3 2,000.00 13 HIGHLIGHT ELECTRIC -10,000.00 14 RETURN 10,000.00 15 HIGHLIGHT RESTN DUE -3,000.00 17 RETURN 3,000.00 18 HIGHLIGHT ELECTRIC -3,000.00 23 MANNA LANDSCAPE -1,000.00 23 VARIOUS LCV LTR 9/20 -10,000.00 24 RET DED MARINA LDSCP 1,000.00 25 RET DED VAR LCV LTR 10,000.00 25 MIDORI DELQT C/P,CC -5,000.00 26 MIDORI LANSCAPE 5,000.00 27 5,000.00 -3,000.00 TOTAL DEDUCTIONS 5,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 01/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 12:23 PM ESTIMATE NO. 27 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/13 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 01/24/13 LOCATION PROGRESS ESTIMATE 12-ORA-57-18.8/21.1 ----------------- C C MYERS INC IN ORANGE COUNTY IN FULLERTON AND 1822 SOUTH LEWIS STREET BREA FROM 0.1 MILE NORTH OF YORBA BREA, CA 92805 LINDA BOULEVARD OVERCROSSING TO LAMBERT ROAD UNDERCROSSING FED. AID NO. N O N E WIDEN LANES, RAMPS AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.750 7,500 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,250.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 4,000.0000 2,900,000.00 16.000 64,000.00 500.000 2,000,000 004 TEMPORARY FENCE (TYPE CL-6) LF 4.0000 9,760.00 70.000 280 005 TEMPORARY FENCE LF 5.0000 28,950.00 5,994.000 29,970 (TYPE CL-6, WITH PRIVACY SCREEN) 006 TEMPORARY GATE EA 1,000.0000 4,000.00 4.000 4,000 (TYPE CL-6, WITH PRIVACY SCREEN) 007 CONSTRUCTION SITE MANAGEMENT LS 40,000.0000 40,000.00 0.030 1,200.00 0.840 33,600 008 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000 PREVENTION PLAN 009 TEMPORARY FIBER ROLL LF 2.0000 27,200.00 12,535.000 25,070 010 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 10,000.00 9.000 18,000 011 TEMPORARY CHECK DAM LF 20.0000 10,000.00 624.000 12,480 012 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 8,100.00 59.000 8,850 013 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 38,000.00 44,244.000 44,244 (BONDED FIBER MATRIX) 014 STREET SWEEPING LS 50,000.0000 50,000.00 0.030 1,500.00 0.840 42,000 015 TEMPORARY CONCRETE WASHOUT BIN EA 1,500.0000 7,500.00 4.000 6,000 016 CONSTRUCTION AREA SIGNS LS 75,000.0000 75,000.00 0.735 55,125 017 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.030 6,000.00 0.840 168,000 018 TYPE III BARRICADE EA 100.0000 1,700.00 14.000 1,400 019 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 6,250.00 291.000 7,275 020 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.030 750.00 0.840 21,000 021 TEMPORARY RAILING (TYPE K) LF 12.0000 474,000.00 24,620.000 295,440 022 TEMPORARY CRASH CUSHION MODULE EA 160.0000 65,600.00 256.400 41,024 PROGRAM CAS145 PAGE 2 DATE 01/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 12:23 PM ESTIMATE NO. 27 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/13 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 01/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY TRAFFIC SCREEN LF 2.0000 73,400.00 18,972.000 37,944 024 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3400 28,424.00 72,950.000 24,803 STRIPE (HAZARDOUS WASTE) 025 ABANDON CULVERT LF 25.0000 47,750.00 1,629.000 40,725 026 ABANDON INLET EA 300.0000 7,800.00 12.000 3,600 027 ABANDON PIPELINE EA 200.0000 2,200.00 5.000 1,000 028 REMOVE CHAIN LINK FENCE LF 4.0000 14,720.00 2,667.000 10,668 029 REMOVE METAL BEAM GUARD RAILING LF 8.0000 19,280.00 2,226.000 17,808 030 REMOVE PAINTED TRAFFIC STRIPE LF 0.3400 53,380.00 13,804.000 4,693 031 REMOVE PAINTED PAVEMENT MARKING SQFT 1.7000 2,159.00 0.000 0 032 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 23,555.00 67,988.000 23,795 033 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.7000 4,896.00 0.000 0 034 REMOVE PAVEMENT MARKER EA 0.6000 11,880.00 10,996.000 6,597 035 REMOVE ROADSIDE SIGN EA 150.0000 7,950.00 0.000 0 036 REMOVE ROADSIDE SIGN (METAL POST) EA 150.0000 450.00 0.000 0 037 REMOVE ROADSIDE SIGN EA 150.0000 750.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 038 REMOVE SIGN STRUCTURE EA 5,000.0000 40,000.00 7.000 35,000 039 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 810.00 210.000 630 040 REMOVE PIPE LF 25.0000 11,750.00 294.500 7,362 041 REMOVE INLET EA 500.0000 3,000.00 8.000 4,000 042 REMOVE HEADWALL EA 500.0000 500.00 1.000 500 043 REMOVE REINFORCED CONCRETE BOX CULVERT LS 15,000.0000 15,000.00 1.000 15,000 (PORTION) 044 REMOVE ROCK BLANKET CY 30.0000 1,830.00 0.000 0 045 REMOVE DELINEATOR EA 5.0000 240.00 48.000 240 046 RECONSTRUCT METAL PICKET FENCE LF 50.0000 1,400.00 0.000 0 047 RELOCATE ART PANEL EA 100.0000 15,000.00 60.000 6,000 048 RELOCATE ROADSIDE SIGN EA 300.0000 300.00 0.000 0 049 ADJUST INLET EA 1,300.0000 2,600.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 01/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 12:23 PM ESTIMATE NO. 27 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/13 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 01/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE CY 65.0000 4,160.00 17.250 1,121 051 REMOVE SOUND WALL SQYD 25.0000 162,000.00 7,359.000 183,975 052 CAP INLET EA 1,000.0000 10,000.00 6.000 6,000 053 BRIDGE REMOVAL (PORTION), LOCATION A LS 15,000.0000 15,000.00 1.000 15,000 054 BRIDGE REMOVAL (PORTION), LOCATION B LS 12,000.0000 12,000.00 1.000 12,000 055 BRIDGE REMOVAL (PORTION), LOCATION C LS 15,000.0000 15,000.00 1.000 15,000 056 BRIDGE REMOVAL (PORTION), LOCATION D LS 14,000.0000 14,000.00 1.000 14,000 057 BRIDGE REMOVAL (PORTION), LOCATION E LS 10,000.0000 10,000.00 0.100 1,000.00 1.000 10,000 058 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000 059 ROADWAY EXCAVATION CY 11.0000 916,300.00 1,481.000 16,291.00 80,694.000 887,634 060 ROADWAY EXCAVATION (TYPE Y-1) CY 14.0000 131,740.00 9,410.000 131,740 (AERIALLY DEPOSITED LEAD) 061 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 062 ADL BURIAL LOCATION REPORT LS 10,000.0000 10,000.00 1.000 10,000 063 STRUCTURE EXCAVATION (BRIDGE) CY 36.0000 226,800.00 29.000 1,044.00 6,354.000 228,744 (F) 064 STRUCTURE EXCAVATION (CULVERT) CY 20.0000 8,600.00 430.000 8,600 (F) 065 STRUCTURE EXCAVATION (RETAINING WALL) CY 24.0000 560,496.00 132.000 3,168.00 23,340.000 560,160 (F) 066 STRUCTURE EXCAVATION (TIEBACK WALL) CY 20.0000 13,400.00 670.000 13,400 (F) 067 STRUCTURE EXCAVATION (TYPE Y-1) CY 20.0000 34,760.00 32.000 640.00 1,744.000 34,880 (F) (AERIALLY DEPOSITED LEAD) 068 STRUCTURE BACKFILL (BRIDGE) CY 45.0000 278,325.00 191.000 8,595.00 6,250.000 281,250 (F) 069 STRUCTURE BACKFILL (CULVERT) CY 30.0000 10,500.00 350.000 10,500 (F) 070 STRUCTURE BACKFILL (RETAINING WALL) CY 25.0000 469,400.00 285.000 7,125.00 18,806.000 470,150 (F) 071 STRUCTURE BACKFILL (TIEBACK WALL) CY 100.0000 10,000.00 10.000 1,000 (F) 072 GEOMEMBRANE (BASIN LINER) SQYD 12.0000 25,080.00 0.000 0 073 SAND BACKFILL CY 60.0000 12,000.00 144.280 8,656 074 EARTH RETAINING STRUCTURE SQFT 38.0000 1,886,320.00 49,640.000 1,886,320 (F) (MECHANICALLY STABILIZED EARTH WALL) 075 ROCK BLANKET SQYD 65.0000 24,050.00 0.000 0 076 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,000.00 3.000 1,500 PROGRAM CAS145 PAGE 4 DATE 01/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 12:23 PM ESTIMATE NO. 27 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/13 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 01/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1200 4,908.00 52,570.000 6,308.40 60,000.000 7,200 078 MAINTAIN EXISTING PLANTED AREAS LS 15,555.0000 15,555.00 0.030 466.65 0.840 13,066 079 MAINTAIN EXISTING IRRIGATION FACILITIES LS 8,000.0000 8,000.00 0.030 240.00 0.840 6,720 080 IRRIGATION SYSTEM LS 70,000.0000 70,000.00 0.315 22,050 081 3" SUPPLY LINE (BRIDGE) LF 60.0000 12,720.00 212.000 12,720 (F) 082 10" CORRUGATED HIGH DENSITY LF 28.0000 26,880.00 775.000 21,700 POLYETHYLENE PIPE CONDUIT 083 EXTEND 6" CONDUIT LF 35.0000 5,950.00 83.000 2,905 084 FINISHING ROADWAY LS 25,000.0000 25,000.00 0.000 0 085 LIME TON 190.0000 184,300.00 71.510 13,586 086 LIME STABILIZED SOIL SQYD 2.5000 137,250.00 4,231.190 10,577 087 CLASS 2 AGGREGATE SUBBASE CY 20.0000 318,000.00 1,901.400 38,028.00 7,066.400 141,328 088 CLASS 2 AGGREGATE BASE CY 25.0000 168,750.00 686.000 17,150.00 791.000 19,775 089 AGGREGATE BASE (APPROACH SLAB) CY 275.0000 13,475.00 11.000 3,025 (F) 090 ASPHALTIC EMULSION (CURING SEAL) TON 450.0000 22,950.00 0.000 0 091 LEAN CONCRETE BASE CY 100.0000 535,000.00 3,278.000 327,800 092 SLURRY SEAL TON 500.0000 60,000.00 0.000 0 093 HOT MIX ASPHALT (TYPE A) TON 62.0000 768,800.00 0.000 0 094 DATA CORE LS 5,000.0000 5,000.00 0.000 0 095 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 2,540.00 0.000 0 096 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.0000 940.00 0.000 0 097 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 3,500.00 0.000 0 098 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 660.00 0.000 0 099 PLACE HMA DIKE (TYPE C MOD) LF 2.0000 300.00 0.000 0 100 PLACE HMA DIKE (TYPE E MOD) LF 2.0000 20.00 0.000 0 101 PLACE HMA DIKE (TYPE F MOD) LF 2.0000 240.00 0.000 0 102 PLACE HOT MIX ASPHALT SQYD 100.0000 5,700.00 0.000 0 (MISCELLANEOUS AREA) 103 TACK COAT TON 1,200.0000 4,800.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 01/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 12:23 PM ESTIMATE NO. 27 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/13 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 01/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 JOINTED PLAIN CONCRETE PAVEMENT CY 150.0000 1,530,000.00 67.000 10,050.00 5,347.000 802,050 105 SEAL PAVEMENT JOINT LF 1.0000 48,500.00 0.000 0 106 SEAL ISOLATION JOINT LF 4.0000 11,280.00 0.000 0 107 GRIND EXISTING CONCRETE SQYD 6.0000 90,000.00 14,709.000 88,254 PAVEMENT 108 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 35.0000 406,070.00 11,752.460 411,336 109 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 34.0000 73,066.00 2,371.000 80,614 110 18" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 44.0000 242,396.00 5,346.250 235,235 111 FURNISH PILING (CLASS 90) LF 15.0000 12,075.00 513.000 7,695 112 DRIVE PILE (CLASS 90) EA 2,500.0000 42,500.00 17.000 42,500 113 FURNISH PILE (CLASS 200) LF 25.0000 38,675.00 1,548.830 38,720 114 DRIVE PILING (CLASS 200) EA 2,500.0000 80,000.00 32.000 80,000 115 16" CAST-IN-DRILLED-HOLE CONCRETE LF 35.0000 470,050.00 13,515.900 473,056 PILING (BARRIER) 116 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 1.000 200,000 117 TIEBACK ANCHOR EA 1,800.0000 192,600.00 107.000 192,600 118 REFINISH MASONRY BLOCK WALL SQYD 100.0000 17,000.00 0.000 0 119 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 275.0000 123,200.00 432.000 118,800 (F) 120 STRUCTURAL CONCRETE, BRIDGE CY 545.0000 1,439,890.00 66.000 35,970.00 2,648.000 1,443,160 (F) 121 STRUCTURAL CONCRETE, RETAINING WALL CY 300.0000 1,949,700.00 48.000 14,400.00 6,309.000 1,892,700 (F) 122 STRUCTURAL CONCRETE, BARRIER SLAB CY 300.0000 545,700.00 193.000 57,900.00 1,779.400 533,820 (F) 123 STRUCTURAL CONCRETE, APPROACH SLAB CY 550.0000 201,300.00 73.000 40,150.00 273.000 150,150 (F) (TYPE N) 124 STRUCTURAL CONCRETE, APPROACH SLAB CY 750.0000 73,500.00 23.000 17,250.00 44.000 33,000 (TYPE R) 125 STRUCTURAL CONCRETE, BOX CULVERT CY 375.0000 131,250.00 350.000 131,250 (F) 126 STRUCTURAL CONCRETE WINGWALL CY 450.0000 31,500.00 70.000 31,500 (F) 127 MINOR CONCRETE (MINOR STRUCTURE) CY 900.0000 148,500.00 77.570 69,813 (F) 128 MINOR CONCRETE (SOUND WALL) CY 400.0000 56,800.00 138.000 55,200 (F) 129 FORMED RELIEF TEXTURE (FLOWER PATTERN) SQFT 5.0000 91,895.00 674.000 3,370.00 15,935.000 79,675 (F) 130 FRACTURED RIB TEXTURE SQFT 4.0000 126,840.00 674.000 2,696.00 25,759.000 103,036 (F) PROGRAM CAS145 PAGE 6 DATE 01/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 12:23 PM ESTIMATE NO. 27 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/13 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 01/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 DRILL AND BOND DOWEL LF 35.0000 3,605.00 94.000 3,290 132 RETAINING WALL STEM (TYPE 6) SQFT 20.0000 12,400.00 789.000 15,780 133 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 16.0000 1,557,824.00 15,055.000 240,880.00 66,585.000 1,065,360 (F) 134 SOUND WALL (MASONRY BLOCK) SQFT 15.0000 372,180.00 23,109.000 346,635 (F) 135 SOUND WALL (GAP FILLER) SQFT 3.0000 33,300.00 11,029.000 33,087 136 JOINT SEAL (MR 1") LF 60.0000 4,620.00 0.000 0 137 JOINT SEAL (MR 1 1/2") LF 65.0000 20,150.00 0.000 0 138 BAR REINFORCING STEEL (BRIDGE) LB 0.7500 429,712.50 571,950.000 428,962 (F) 139 BAR REINFORCING STEEL (RETAINING WALL) LB 0.7000 499,876.30 681,097.000 476,767 (F) 140 BAR REINFORCING STEEL (BOX CULVERT) LB 0.6500 43,550.00 67,000.000 43,550 (F) 141 SHOTCRETE CY 400.0000 83,600.00 209.000 83,600 (F) 142 ASPHALT MEMBRANE WATERPROOFING SQFT 19.0000 5,130.00 270.000 5,130 (F) 143 COLUMN CASING LB 3.5000 253,050.00 72,300.000 253,050 (F) 144 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 8.0000 3,912.00 0.000 0 (F) 145 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 4.0000 1,956.00 0.000 0 (F) 146 FURNISH SIGN STRUCTURE (TRUSS) LB 2.0000 301,590.00 0.000 0 (F) 147 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 30,159.00 0.000 0 (F) 148 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 17.0000 29,240.00 0.000 0 149 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 6,440.00 0.000 0 (0.063"-UNFRAMED) 150 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 3,600.00 0.000 0 (0.080"-UNFRAMED) 151 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 2,400.00 0.000 0 (0.063"-FRAMED) 152 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 4,680.00 0.000 0 (0.080"-FRAMED) 153 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 900.0000 9,000.00 10.000 9,000 (SIGN FOUNDATION) 154 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 650.0000 59,150.00 91.000 59,150 (SIGN FOUNDATION) 155 METAL (RAIL MOUNTED SIGN) LB 4.0000 1,480.00 0.000 0 156 METAL (WALL MOUNTED SIGN) LB 11.0000 9,350.00 0.000 0 157 ROADSIDE SIGN - ONE POST EA 450.0000 13,500.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 01/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 12:23 PM ESTIMATE NO. 27 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/13 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 01/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 ROADSIDE SIGN - TWO POST EA 1,100.0000 16,500.00 0.000 0 159 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 700.00 0.000 0 METHOD) 160 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 9.0000 1,080.00 0.000 0 161 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 1,500.00 0.000 0 EXISTING POST 162 INSTALL ROADSIDE SIGN EA 5,000.0000 10,000.00 0.000 0 (LAMINATED WOOD BOX POST) 163 18" ALTERNATIVE PIPE CULVERT LF 65.0000 74,100.00 935.000 60,775 164 24" ALTERNATIVE PIPE CULVERT LF 70.0000 246,400.00 3,002.000 210,140 165 36" ALTERNATIVE PIPE CULVERT LF 120.0000 15,600.00 0.000 0 166 48" ALTERNATIVE PIPE CULVERT LF 160.0000 14,560.00 0.000 0 167 18" BITUMINOUS COATED CORRUGATED STEEL LF 95.0000 6,840.00 72.000 6,840 PIPE (.079" THICK) 168 36" BITUMINOUS COATED CORRUGATED STEEL LF 150.0000 4,500.00 0.000 0 PIPE (.079" THICK) 169 3" PLASTIC PIPE DOWNDRAIN LF 12.0000 12,900.00 165.000 1,980 (F) 170 GRATED LINE DRAIN LF 70.0000 26,600.00 0.000 0 171 18" BITUMINOUS COATED CORRUGATED STEEL LF 110.0000 2,090.00 19.000 2,090 PIPE RISER (.079" THICK) 172 48" BITUMINOUS COATED CORRUGATED STEEL LF 125.0000 1,000.00 0.000 0 PIPE RISER (.079" THICK) 173 6" WELDED STEEL PIPE CASING LF 90.0000 5,400.00 0.000 0 (F) 174 18" ALTERNATIVE FLARED END SECTION EA 470.0000 940.00 2.000 940 175 24" ALTERNATIVE FLARED END SECTION EA 520.0000 1,040.00 1.000 520 176 48" ALTERNATIVE FLARED END SECTION EA 1,300.0000 1,300.00 0.000 0 177 MINOR CONCRETE (BACKFILL) CY 85.0000 1,105.00 0.000 0 178 ROCK SLOPE PROTECTION CY 110.0000 7,040.00 0.000 0 (FACING, METHOD B) 179 SLOPE PAVING (CONCRETE) CY 490.0000 84,770.00 0.000 0 (F) 180 ROCK SLOPE PROTECTION FABRIC SQYD 5.0000 800.00 0.000 0 181 MINOR CONCRETE (MISCELLANEOUS CY 450.0000 127,800.00 82.000 36,900 (F) CONSTRUCTION) 182 MINOR CONCRETE (PATTERNED) CY 660.0000 58,080.00 0.000 0 183 MISCELLANEOUS IRON AND STEEL LB 1.0000 31,364.00 0.000 0 (F) 184 MISCELLANEOUS METAL (BRIDGE) LB 12.0000 39,420.00 3,065.000 36,780 (F) PROGRAM CAS145 PAGE 8 DATE 01/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 12:23 PM ESTIMATE NO. 27 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/13 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 01/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 CHAIN LINK FENCE (TYPE CL-6) LF 14.0000 32,760.00 2,010.000 28,140 186 3' CHAIN LINK GATE (TYPE CL-6) EA 750.0000 9,000.00 0.000 0 187 DELINEATOR (CLASS 1) EA 45.0000 2,160.00 0.000 0 188 METAL BEAM GUARD RAILING (WOOD POST) LF 19.0000 23,750.00 0.000 0 189 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 44,000.00 0.000 0 190 CHAIN LINK RAILING LF 58.0000 27,840.00 0.000 0 191 CABLE RAILING LF 15.0000 38,010.00 2,174.000 32,610 (F) 192 TRANSITION RAILING (TYPE WB) EA 3,000.0000 21,000.00 0.000 0 193 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 2,400.00 0.000 0 194 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,400.0000 9,600.00 0.000 0 195 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 12,000.00 0.000 0 196 CONCRETE BARRIER (TYPE 60D) LF 30.0000 117,810.00 0.000 0 (F) 197 CONCRETE BARRIER (TYPE 736) LF 60.0000 44,880.00 160.000 9,600 (F) 198 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 60.0000 338,880.00 930.000 55,800.00 1,459.000 87,540 (F) 199 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 80.0000 19,200.00 0.000 0 200 CONCRETE BARRIER (TYPE 736SV) LF 85.0000 389,895.00 4,587.000 389,895 (F) 201 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 15,090.00 0.000 0 202 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 4,152.00 0.000 0 203 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6700 1,775.50 0.000 0 (BROKEN 12-3) 204 THERMOPLASTIC PAVEMENT MARKING SQFT 2.8000 8,708.00 30.000 84 205 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2200 15,510.00 0.000 0 (BROKEN 36-12) 206 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2200 587.40 0.000 0 (BROKEN 17-7) 207 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7300 13,213.00 0.000 0 (BROKEN 36-12) 208 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1700 66,300.00 171,318.000 29,124 209 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.2500 2,857.50 0.000 0 210 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1500 12,420.00 5,790.000 6,658 211 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 27,250.00 3,480.000 8,700 PROGRAM CAS145 PAGE 9 DATE 01/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 12:23 PM ESTIMATE NO. 27 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/13 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 01/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.090 450.00 0.780 3,900 SYSTEM ELEMENTS DURING CONSTRUCTION 213 LIGHTING (STAGE CONSTRUCTION) LS 100,000.0000 100,000.00 0.590 59,000 214 LIGHTING AND SIGN ILLUMINATION LS 240,000.0000 240,000.00 0.028 6,720.00 0.462 110,880 215 TRAFFIC MONITORING STATION (LOCATION 1) LS 30,000.0000 30,000.00 0.022 660.00 0.334 10,020 216 TRAFFIC MONITORING STATION (LOCATION 2) LS 30,000.0000 30,000.00 0.018 540.00 0.370 11,100 217 TRAFFIC MONITORING STATION (LOCATION 3) LS 20,000.0000 20,000.00 0.195 3,900 218 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.115 5,750 (LOCATION 1) 219 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.141 7,050 (LOCATION 2) 220 CLOSED CIRCUIT TELEVISION SYSTEM LS 20,000.0000 20,000.00 0.287 5,740 (LOCATION 3) 221 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.120 6,000 (LOCATION 4) 222 TEMPORARY RAMP METERING SYSTEM LS 15,000.0000 15,000.00 0.250 3,750.00 0.870 13,050 223 TEMPORARY MICROWAVE VEHICLE DETECTION LS 90,000.0000 90,000.00 0.950 85,500 SYSTEM 224 RAMP METERING SYSTEM (LOCATION 1) LS 40,000.0000 40,000.00 0.232 9,280 225 RAMP METERING SYSTEM (LOCATION 2) LS 35,000.0000 35,000.00 0.000 0 226 RAMP METERING SYSTEM (LOCATION 3) LS 5,000.0000 5,000.00 0.000 0 227 TEMPORARY COMMUNICATION SYSTEM LS 230,000.0000 230,000.00 0.920 211,600 228 COMMUNICATION SYSTEM LS 500,000.0000 500,000.00 0.015 7,500.00 0.444 222,000 229 SYSTEM TESTING AND DOCUMENTATION LS 35,000.0000 35,000.00 0.000 0 230 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 231 CONTRACTOR SUPPLIED BIOLOGIST (DAY) DAY 2,000.0000 4,000.00 3.000 6,000 PROGRAM CAS145 PAGE 10 DATE 01/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 12:23 PM ESTIMATE NO. 27 BID OPENING 07/15/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/13 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 01/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 671,592.05 20,403,324.70 ADJUSTMENT OF COMPENSATION 0.00 207,011.77 EXTRA WORK 9,779.25 682,304.38 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 681,371.30 21,292,640.85 232 MOBILIZATION LS 1,400,000.0000 1,400,000.00 1.000 1,400,000 ORIGINAL CONTRACT AMOUNT 28,971,722.20 TOTAL WORK COMPLETED 681,371.30 22,692,640.85 MATERIALS ON HAND ON SITE 465,480.88 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 5,000.00 -20,000.00 TOTAL 686,371.30 23,138,121.73 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 11/02/10 725 12/27/10 12/27/10 12/16/13 500 16 0 0 75% 69% PROGRESS IS SATISFACTORY LINDQUIST, KARL RESIDENT ENGINEER PROGRAM CAS145 DATE 01/24/13