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 04/24/12 EST. NO.18 TIME 10:44 AM 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 0082 641.03 E.W. @ F.A.(+) 010312 N 0164.0 0083 641.03 010412 N 0165.0 0084 549.94 010512 N 0166.0 0085 592.25 010612 N 0167.0 0086 687.83 010912 N 0168.0 0087 687.83 011012 N 0169.0 0088 687.83 011712 N 0170.0 0089 687.83 011812 N 0171.0 0090 687.83 011912 N 0172.0 004 0014 6,850.00 E.W. @ L.S.(+) 041612 N 247 0 0015 2,500.00 E.W. @ U.P (+) 041612 N 248 0 005 0011 2,250.00 E.W. @ F.A.(+) 101911 N 0152.0 0012 2,500.00 012512 N 0153.0 009 0006 1,500.00 E.W. @ F.A.(+) 061411 N 0154.0 0007 750.00 091911 N 0155.0 0009 1,500.00 011012 N 0157.0 010 0008 3,180.38 E.W. @ U.P (+) 041812 N 0239.0 016 0018 587.88 E.W. @ F.A.(+) 111611 N 0158.0 025 0001 43,236.00 A.C. @ L.S.(+) 042012 N 0240.0 028 0001 867.50 E.W. @ F.A.(+) 100311 N 0174.0 0002 634.15 100411 N 0175.0 0003 351.89 100511 N 0176.0 0004 752.81 100511 N 0177.0 0005 283.77 101111 N 0178.0 0006 606.57 101211 N 0179.0 0007 583.61 101311 N 0180.0 0008 121.32 101411 N 0181.0 0009 526.44 101711 N 0182.0 0010 296.42 101811 N 0183.0 0012 272.15 102011 N 0185.0 0013 589.06 102411 N 0186.0 0014 336.06 102511 N 0187.0 0015 407.77 102811 N 0188.0 0016 749.95 103111 N 0189.0 0017 1,013.17 110111 N 0190.0 0018 592.41 110311 N 0191.0 0019 522.19 110411 N 0192.0 0020 192.10 110411 N 0193.0 0021 162.06 110711 N 0194.0 0022 812.88 110711 N 0195.0 0023 475.49 110711 N 0196.0 0024 514.95 110811 N 0197.0 0025 1,346.67 111011 N 0198.0 0026 182.01 111411 N 0199.0 0027 60.27 111511 N 0200.0 0028 178.97 111611 N 0201.0 0030 1,535.77 111811 N 0203.0 0031 311.72 112311 N 0204.0 0032 36.48 113011 N 0205.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 04/24/12 EST. NO.18 TIME 10:44 AM 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 --------------------------------------------------------------------------- 86,034.27 TOTAL THIS ESTIMATE 347,665.29 TOTAL PREVIOUS ESTIMATE 433,699.56 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 04/24/12 EST. NO.18 TIME 10:44 AM 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 -2,000.00 -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 3,000.00 0.00 TOTAL DEDUCTIONS 1,000.00 -17,000.00 PROGRAM CAS145 PAGE 1 DATE 04/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 10:44 AM ESTIMATE NO. 18 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 04/20/12 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 04/24/12 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.750 7,500.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,250.00 0.000 0.00 003 TIME-RELATED OVERHEAD WDAY 4,000.0000 2,900,000.00 20.000 80,000.00 320.000 1,280,000.00 004 TEMPORARY FENCE (TYPE CL-6) LF 4.0000 9,760.00 70.000 280.00 005 TEMPORARY FENCE LF 5.0000 28,950.00 1,000.000 5,000.00 5,894.000 29,470.00 (TYPE CL-6, WITH PRIVACY SCREEN) 006 TEMPORARY GATE EA 1,000.0000 4,000.00 4.000 4,000.00 (TYPE CL-6, WITH PRIVACY SCREEN) 007 CONSTRUCTION SITE MANAGEMENT LS 40,000.0000 40,000.00 0.040 1,600.00 0.490 19,600.00 008 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 009 TEMPORARY FIBER ROLL LF 2.0000 27,200.00 12,175.000 24,350.00 010 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 10,000.00 9.000 18,000.00 011 TEMPORARY CHECK DAM LF 20.0000 10,000.00 587.000 11,740.00 012 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 8,100.00 59.000 8,850.00 013 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 38,000.00 44,244.000 44,244.00 (BONDED FIBER MATRIX) 014 STREET SWEEPING LS 50,000.0000 50,000.00 0.040 2,000.00 0.490 24,500.00 015 TEMPORARY CONCRETE WASHOUT BIN EA 1,500.0000 7,500.00 4.000 6,000.00 016 CONSTRUCTION AREA SIGNS LS 75,000.0000 75,000.00 0.076 5,700.00 0.716 53,700.00 017 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.040 8,000.00 0.490 98,000.00 018 TYPE III BARRICADE EA 100.0000 1,700.00 12.000 1,200.00 14.000 1,400.00 019 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 6,250.00 228.000 5,700.00 020 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.040 1,000.00 0.490 12,250.00 021 TEMPORARY RAILING (TYPE K) LF 12.0000 474,000.00 80.000 960.00 23,700.000 284,400.00 022 TEMPORARY CRASH CUSHION MODULE EA 160.0000 65,600.00 1.000 160.00 212.000 33,920.00 PROGRAM CAS145 PAGE 2 DATE 04/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 10:44 AM ESTIMATE NO. 18 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 04/20/12 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 04/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY TRAFFIC SCREEN LF 2.0000 73,400.00 18,972.000 37,944.00 024 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3400 28,424.00 72,950.000 24,803.00 STRIPE (HAZARDOUS WASTE) 025 ABANDON CULVERT LF 25.0000 47,750.00 216.000 5,400.00 026 ABANDON INLET EA 300.0000 7,800.00 2.000 600.00 10.000 3,000.00 027 ABANDON PIPELINE EA 200.0000 2,200.00 3.000 600.00 3.000 600.00 028 REMOVE CHAIN LINK FENCE LF 4.0000 14,720.00 2,557.000 10,228.00 029 REMOVE METAL BEAM GUARD RAILING LF 8.0000 19,280.00 2,226.000 17,808.00 030 REMOVE PAINTED TRAFFIC STRIPE LF 0.3400 53,380.00 2,065.000 702.10 8,319.000 2,828.46 031 REMOVE PAINTED PAVEMENT MARKING SQFT 1.7000 2,159.00 0.000 0.00 032 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 23,555.00 65,260.000 22,841.00 033 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.7000 4,896.00 0.000 0.00 034 REMOVE PAVEMENT MARKER EA 0.6000 11,880.00 10,972.000 6,583.20 035 REMOVE ROADSIDE SIGN EA 150.0000 7,950.00 0.000 0.00 036 REMOVE ROADSIDE SIGN (METAL POST) EA 150.0000 450.00 0.000 0.00 037 REMOVE ROADSIDE SIGN EA 150.0000 750.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 038 REMOVE SIGN STRUCTURE EA 5,000.0000 40,000.00 2.000 10,000.00 039 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 810.00 210.000 630.00 040 REMOVE PIPE LF 25.0000 11,750.00 279.500 6,987.50 041 REMOVE INLET EA 500.0000 3,000.00 1.000 500.00 5.000 2,500.00 042 REMOVE HEADWALL EA 500.0000 500.00 1.000 500.00 043 REMOVE REINFORCED CONCRETE BOX CULVERT LS 15,000.0000 15,000.00 1.000 15,000.00 (PORTION) 044 REMOVE ROCK BLANKET CY 30.0000 1,830.00 0.000 0.00 045 REMOVE DELINEATOR EA 5.0000 240.00 48.000 240.00 48.000 240.00 046 RECONSTRUCT METAL PICKET FENCE LF 50.0000 1,400.00 0.000 0.00 047 RELOCATE ART PANEL EA 100.0000 15,000.00 60.000 6,000.00 048 RELOCATE ROADSIDE SIGN EA 300.0000 300.00 0.000 0.00 049 ADJUST INLET EA 1,300.0000 2,600.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 04/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 10:44 AM ESTIMATE NO. 18 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 04/20/12 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 04/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE CY 65.0000 4,160.00 10.400 676.00 10.400 676.00 051 REMOVE SOUND WALL SQYD 25.0000 162,000.00 7,359.000 183,975.00 052 CAP INLET EA 1,000.0000 10,000.00 1.000 1,000.00 053 BRIDGE REMOVAL (PORTION), LOCATION A LS 15,000.0000 15,000.00 1.000 15,000.00 054 BRIDGE REMOVAL (PORTION), LOCATION B LS 12,000.0000 12,000.00 0.900 10,800.00 055 BRIDGE REMOVAL (PORTION), LOCATION C LS 15,000.0000 15,000.00 0.000 0.00 056 BRIDGE REMOVAL (PORTION), LOCATION D LS 14,000.0000 14,000.00 1.000 14,000.00 057 BRIDGE REMOVAL (PORTION), LOCATION E LS 10,000.0000 10,000.00 0.000 0.00 058 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 059 ROADWAY EXCAVATION CY 11.0000 916,300.00 3,487.000 38,357.00 74,292.000 817,212.00 060 ROADWAY EXCAVATION (TYPE Y-1) CY 14.0000 131,740.00 9,410.000 131,740.00 (AERIALLY DEPOSITED LEAD) 061 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 062 ADL BURIAL LOCATION REPORT LS 10,000.0000 10,000.00 1.000 10,000.00 1.000 10,000.00 063 STRUCTURE EXCAVATION (BRIDGE) CY 36.0000 226,800.00 6,325.000 227,700.00 (F) 064 STRUCTURE EXCAVATION (CULVERT) CY 20.0000 8,600.00 430.000 8,600.00 (F) 065 STRUCTURE EXCAVATION (RETAINING WALL) CY 24.0000 560,496.00 23,208.000 556,992.00 (F) 066 STRUCTURE EXCAVATION (TIEBACK WALL) CY 20.0000 13,400.00 82.000 1,640.00 335.000 6,700.00 (F) 067 STRUCTURE EXCAVATION (TYPE Y-1) CY 20.0000 34,760.00 1,712.000 34,240.00 (F) (AERIALLY DEPOSITED LEAD) 068 STRUCTURE BACKFILL (BRIDGE) CY 45.0000 278,325.00 2,190.000 98,550.00 (F) 069 STRUCTURE BACKFILL (CULVERT) CY 30.0000 10,500.00 350.000 10,500.00 (F) 070 STRUCTURE BACKFILL (RETAINING WALL) CY 25.0000 469,400.00 3,420.000 85,500.00 14,351.000 358,775.00 (F) 071 STRUCTURE BACKFILL (TIEBACK WALL) CY 100.0000 10,000.00 10.000 1,000.00 (F) 072 GEOMEMBRANE (BASIN LINER) SQYD 12.0000 25,080.00 0.000 0.00 073 SAND BACKFILL CY 60.0000 12,000.00 6.280 376.80 074 EARTH RETAINING STRUCTURE SQFT 38.0000 1,886,320.00 39,522.000 1,501,836.00 (F) (MECHANICALLY STABILIZED EARTH WALL) 075 ROCK BLANKET SQYD 65.0000 24,050.00 0.000 0.00 076 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,000.00 1.000 500.00 3.000 1,500.00 PROGRAM CAS145 PAGE 4 DATE 04/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 10:44 AM ESTIMATE NO. 18 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 04/20/12 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 04/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1200 4,908.00 7,430.000 891.60 7,430.000 891.60 078 MAINTAIN EXISTING PLANTED AREAS LS 15,555.0000 15,555.00 0.040 622.20 0.490 7,621.95 079 MAINTAIN EXISTING IRRIGATION FACILITIES LS 8,000.0000 8,000.00 0.040 320.00 0.490 3,920.00 080 IRRIGATION SYSTEM LS 70,000.0000 70,000.00 0.178 12,460.00 0.304 21,280.00 081 3" SUPPLY LINE (BRIDGE) LF 60.0000 12,720.00 0.000 0.00 (F) 082 10" CORRUGATED HIGH DENSITY LF 28.0000 26,880.00 725.000 20,300.00 POLYETHYLENE PIPE CONDUIT 083 EXTEND 6" CONDUIT LF 35.0000 5,950.00 50.000 1,750.00 084 FINISHING ROADWAY LS 25,000.0000 25,000.00 0.000 0.00 085 LIME TON 190.0000 184,300.00 0.000 0.00 086 LIME STABILIZED SOIL SQYD 2.5000 137,250.00 0.000 0.00 087 CLASS 2 AGGREGATE SUBBASE CY 20.0000 318,000.00 300.000 6,000.00 088 CLASS 2 AGGREGATE BASE CY 25.0000 168,750.00 0.000 0.00 089 AGGREGATE BASE (APPROACH SLAB) CY 275.0000 13,475.00 0.000 0.00 (F) 090 ASPHALTIC EMULSION (CURING SEAL) TON 450.0000 22,950.00 0.000 0.00 091 LEAN CONCRETE BASE CY 100.0000 535,000.00 0.000 0.00 092 SLURRY SEAL TON 500.0000 60,000.00 0.000 0.00 093 HOT MIX ASPHALT (TYPE A) TON 62.0000 768,800.00 0.000 0.00 094 DATA CORE LS 5,000.0000 5,000.00 0.000 0.00 095 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 2,540.00 0.000 0.00 096 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.0000 940.00 0.000 0.00 097 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 3,500.00 0.000 0.00 098 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 660.00 0.000 0.00 099 PLACE HMA DIKE (TYPE C MOD) LF 2.0000 300.00 0.000 0.00 100 PLACE HMA DIKE (TYPE E MOD) LF 2.0000 20.00 0.000 0.00 101 PLACE HMA DIKE (TYPE F MOD) LF 2.0000 240.00 0.000 0.00 102 PLACE HOT MIX ASPHALT SQYD 100.0000 5,700.00 0.000 0.00 (MISCELLANEOUS AREA) 103 TACK COAT TON 1,200.0000 4,800.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 04/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 10:44 AM ESTIMATE NO. 18 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 04/20/12 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 04/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 JOINTED PLAIN CONCRETE PAVEMENT CY 150.0000 1,530,000.00 0.000 0.00 105 SEAL PAVEMENT JOINT LF 1.0000 48,500.00 0.000 0.00 106 SEAL ISOLATION JOINT LF 4.0000 11,280.00 0.000 0.00 107 GRIND EXISTING CONCRETE SQYD 6.0000 90,000.00 14,709.000 88,254.00 PAVEMENT 108 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 35.0000 406,070.00 11,752.460 411,336.10 109 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 34.0000 73,066.00 2,371.000 80,614.00 110 18" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 44.0000 242,396.00 3,649.000 160,556.00 111 FURNISH PILING (CLASS 90) LF 15.0000 12,075.00 513.000 7,695.00 112 DRIVE PILE (CLASS 90) EA 2,500.0000 42,500.00 17.000 42,500.00 113 FURNISH PILE (CLASS 200) LF 25.0000 38,675.00 1,548.830 38,720.75 114 DRIVE PILING (CLASS 200) EA 2,500.0000 80,000.00 32.000 80,000.00 115 16" CAST-IN-DRILLED-HOLE CONCRETE LF 35.0000 470,050.00 13,515.900 473,056.50 PILING (BARRIER) 116 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 0.348 69,600.00 0.500 100,000.00 117 TIEBACK ANCHOR EA 1,800.0000 192,600.00 19.000 34,200.00 118 REFINISH MASONRY BLOCK WALL SQYD 100.0000 17,000.00 0.000 0.00 119 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 275.0000 123,200.00 432.000 118,800.00 (F) 120 STRUCTURAL CONCRETE, BRIDGE CY 545.0000 1,439,890.00 120.000 65,400.00 1,683.000 917,235.00 (F) 121 STRUCTURAL CONCRETE, RETAINING WALL CY 300.0000 1,949,700.00 218.000 65,400.00 5,971.000 1,791,300.00 (F) 122 STRUCTURAL CONCRETE, BARRIER SLAB CY 300.0000 545,700.00 242.500 72,750.00 420.000 126,000.00 (F) 123 STRUCTURAL CONCRETE, APPROACH SLAB CY 550.0000 201,300.00 0.000 0.00 (F) (TYPE N) 124 STRUCTURAL CONCRETE, APPROACH SLAB CY 750.0000 73,500.00 0.000 0.00 (TYPE R) 125 STRUCTURAL CONCRETE, BOX CULVERT CY 375.0000 131,250.00 350.000 131,250.00 (F) 126 STRUCTURAL CONCRETE WINGWALL CY 450.0000 31,500.00 70.000 31,500.00 (F) 127 MINOR CONCRETE (MINOR STRUCTURE) CY 900.0000 148,500.00 14.880 13,392.00 34.420 30,978.00 (F) 128 MINOR CONCRETE (SOUND WALL) CY 400.0000 56,800.00 138.000 55,200.00 (F) 129 FORMED RELIEF TEXTURE (FLOWER PATTERN) SQFT 5.0000 91,895.00 688.000 3,440.00 14,121.000 70,605.00 (F) 130 FRACTURED RIB TEXTURE SQFT 4.0000 126,840.00 778.000 3,112.00 23,616.000 94,464.00 (F) PROGRAM CAS145 PAGE 6 DATE 04/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 10:44 AM ESTIMATE NO. 18 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 04/20/12 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 04/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 DRILL AND BOND DOWEL LF 35.0000 3,605.00 94.000 3,290.00 132 RETAINING WALL STEM (TYPE 6) SQFT 20.0000 12,400.00 789.000 15,780.00 133 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 16.0000 1,557,824.00 10,693.000 171,088.00 34,368.000 549,888.00 (F) 134 SOUND WALL (MASONRY BLOCK) SQFT 15.0000 372,180.00 23,109.000 346,635.00 (F) 135 SOUND WALL (GAP FILLER) SQFT 3.0000 33,300.00 11,029.000 33,087.00 136 JOINT SEAL (MR 1") LF 60.0000 4,620.00 0.000 0.00 137 JOINT SEAL (MR 1 1/2") LF 65.0000 20,150.00 0.000 0.00 138 BAR REINFORCING STEEL (BRIDGE) LB 0.7500 429,712.50 13,344.000 10,008.00 405,446.000 304,084.50 (F) 139 BAR REINFORCING STEEL (RETAINING WALL) LB 0.7000 499,876.30 678,834.000 475,183.80 (F) 140 BAR REINFORCING STEEL (BOX CULVERT) LB 0.6500 43,550.00 67,000.000 43,550.00 (F) 141 SHOTCRETE CY 400.0000 83,600.00 54.000 21,600.00 104.000 41,600.00 (F) 142 ASPHALT MEMBRANE WATERPROOFING SQFT 19.0000 5,130.00 270.000 5,130.00 (F) 143 COLUMN CASING LB 3.5000 253,050.00 72,300.000 253,050.00 (F) 144 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 8.0000 3,912.00 0.000 0.00 (F) 145 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 4.0000 1,956.00 0.000 0.00 (F) 146 FURNISH SIGN STRUCTURE (TRUSS) LB 2.0000 301,590.00 0.000 0.00 (F) 147 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 30,159.00 0.000 0.00 (F) 148 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 17.0000 29,240.00 0.000 0.00 149 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 6,440.00 0.000 0.00 (0.063"-UNFRAMED) 150 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 3,600.00 0.000 0.00 (0.080"-UNFRAMED) 151 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 2,400.00 0.000 0.00 (0.063"-FRAMED) 152 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 4,680.00 0.000 0.00 (0.080"-FRAMED) 153 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 900.0000 9,000.00 0.000 0.00 (SIGN FOUNDATION) 154 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 650.0000 59,150.00 0.000 0.00 (SIGN FOUNDATION) 155 METAL (RAIL MOUNTED SIGN) LB 4.0000 1,480.00 0.000 0.00 156 METAL (WALL MOUNTED SIGN) LB 11.0000 9,350.00 0.000 0.00 157 ROADSIDE SIGN - ONE POST EA 450.0000 13,500.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 04/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 10:44 AM ESTIMATE NO. 18 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 04/20/12 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 04/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 ROADSIDE SIGN - TWO POST EA 1,100.0000 16,500.00 0.000 0.00 159 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 700.00 0.000 0.00 METHOD) 160 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 9.0000 1,080.00 0.000 0.00 161 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 1,500.00 0.000 0.00 EXISTING POST 162 INSTALL ROADSIDE SIGN EA 5,000.0000 10,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 163 18" ALTERNATIVE PIPE CULVERT LF 65.0000 74,100.00 145.000 9,425.00 545.000 35,425.00 164 24" ALTERNATIVE PIPE CULVERT LF 70.0000 246,400.00 876.000 61,320.00 1,505.000 105,350.00 165 36" ALTERNATIVE PIPE CULVERT LF 120.0000 15,600.00 0.000 0.00 166 48" ALTERNATIVE PIPE CULVERT LF 160.0000 14,560.00 0.000 0.00 167 18" BITUMINOUS COATED CORRUGATED STEEL LF 95.0000 6,840.00 72.000 6,840.00 PIPE (.079" THICK) 168 36" BITUMINOUS COATED CORRUGATED STEEL LF 150.0000 4,500.00 0.000 0.00 PIPE (.079" THICK) 169 3" PLASTIC PIPE DOWNDRAIN LF 12.0000 12,900.00 0.000 0.00 (F) 170 GRATED LINE DRAIN LF 70.0000 26,600.00 0.000 0.00 171 18" BITUMINOUS COATED CORRUGATED STEEL LF 110.0000 2,090.00 19.000 2,090.00 PIPE RISER (.079" THICK) 172 48" BITUMINOUS COATED CORRUGATED STEEL LF 125.0000 1,000.00 0.000 0.00 PIPE RISER (.079" THICK) 173 6" WELDED STEEL PIPE CASING LF 90.0000 5,400.00 0.000 0.00 (F) 174 18" ALTERNATIVE FLARED END SECTION EA 470.0000 940.00 1.000 470.00 175 24" ALTERNATIVE FLARED END SECTION EA 520.0000 1,040.00 0.000 0.00 176 48" ALTERNATIVE FLARED END SECTION EA 1,300.0000 1,300.00 0.000 0.00 177 MINOR CONCRETE (BACKFILL) CY 85.0000 1,105.00 0.000 0.00 178 ROCK SLOPE PROTECTION CY 110.0000 7,040.00 0.000 0.00 (FACING, METHOD B) 179 SLOPE PAVING (CONCRETE) CY 490.0000 84,770.00 0.000 0.00 (F) 180 ROCK SLOPE PROTECTION FABRIC SQYD 5.0000 800.00 0.000 0.00 181 MINOR CONCRETE (MISCELLANEOUS CY 450.0000 127,800.00 82.000 36,900.00 (F) CONSTRUCTION) 182 MINOR CONCRETE (PATTERNED) CY 660.0000 58,080.00 0.000 0.00 183 MISCELLANEOUS IRON AND STEEL LB 1.0000 31,364.00 0.000 0.00 (F) 184 MISCELLANEOUS METAL (BRIDGE) LB 12.0000 39,420.00 1,980.000 23,760.00 (F) PROGRAM CAS145 PAGE 8 DATE 04/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 10:44 AM ESTIMATE NO. 18 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 04/20/12 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 04/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 CHAIN LINK FENCE (TYPE CL-6) LF 14.0000 32,760.00 1,160.000 16,240.00 186 3' CHAIN LINK GATE (TYPE CL-6) EA 750.0000 9,000.00 0.000 0.00 187 DELINEATOR (CLASS 1) EA 45.0000 2,160.00 0.000 0.00 188 METAL BEAM GUARD RAILING (WOOD POST) LF 19.0000 23,750.00 0.000 0.00 189 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 44,000.00 0.000 0.00 190 CHAIN LINK RAILING LF 58.0000 27,840.00 0.000 0.00 191 CABLE RAILING LF 15.0000 38,010.00 610.000 9,150.00 (F) 192 TRANSITION RAILING (TYPE WB) EA 3,000.0000 21,000.00 0.000 0.00 193 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 2,400.00 0.000 0.00 194 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,400.0000 9,600.00 0.000 0.00 195 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 12,000.00 0.000 0.00 196 CONCRETE BARRIER (TYPE 60D) LF 30.0000 117,810.00 0.000 0.00 (F) 197 CONCRETE BARRIER (TYPE 736) LF 60.0000 44,880.00 160.000 9,600.00 160.000 9,600.00 (F) 198 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 60.0000 338,880.00 160.000 9,600.00 340.000 20,400.00 (F) 199 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 80.0000 19,200.00 0.000 0.00 200 CONCRETE BARRIER (TYPE 736SV) LF 85.0000 389,895.00 4,130.000 351,050.00 (F) 201 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 15,090.00 0.000 0.00 202 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 4,152.00 0.000 0.00 203 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6700 1,775.50 0.000 0.00 (BROKEN 12-3) 204 THERMOPLASTIC PAVEMENT MARKING SQFT 2.8000 8,708.00 0.000 0.00 205 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2200 15,510.00 0.000 0.00 (BROKEN 36-12) 206 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2200 587.40 0.000 0.00 (BROKEN 17-7) 207 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7300 13,213.00 0.000 0.00 (BROKEN 36-12) 208 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1700 66,300.00 8,773.000 1,491.41 157,897.000 26,842.49 209 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.2500 2,857.50 0.000 0.00 210 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1500 12,420.00 5,790.000 6,658.50 211 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 27,250.00 34.000 85.00 3,259.000 8,147.50 PROGRAM CAS145 PAGE 9 DATE 04/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 10:44 AM ESTIMATE NO. 18 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 04/20/12 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 04/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.420 2,100.00 SYSTEM ELEMENTS DURING CONSTRUCTION 213 LIGHTING (STAGE CONSTRUCTION) LS 100,000.0000 100,000.00 0.350 35,000.00 214 LIGHTING AND SIGN ILLUMINATION LS 240,000.0000 240,000.00 0.019 4,560.00 0.230 55,200.00 215 TRAFFIC MONITORING STATION (LOCATION 1) LS 30,000.0000 30,000.00 0.094 2,820.00 216 TRAFFIC MONITORING STATION (LOCATION 2) LS 30,000.0000 30,000.00 0.098 2,940.00 217 TRAFFIC MONITORING STATION (LOCATION 3) LS 20,000.0000 20,000.00 0.000 0.00 218 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.030 1,500.00 (LOCATION 1) 219 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.058 2,900.00 (LOCATION 2) 220 CLOSED CIRCUIT TELEVISION SYSTEM LS 20,000.0000 20,000.00 0.287 5,740.00 (LOCATION 3) 221 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.040 2,000.00 (LOCATION 4) 222 TEMPORARY RAMP METERING SYSTEM LS 15,000.0000 15,000.00 0.560 8,400.00 223 TEMPORARY MICROWAVE VEHICLE DETECTION LS 90,000.0000 90,000.00 0.900 81,000.00 SYSTEM 224 RAMP METERING SYSTEM (LOCATION 1) LS 40,000.0000 40,000.00 0.020 800.00 0.232 9,280.00 225 RAMP METERING SYSTEM (LOCATION 2) LS 35,000.0000 35,000.00 0.000 0.00 226 RAMP METERING SYSTEM (LOCATION 3) LS 5,000.0000 5,000.00 0.000 0.00 227 TEMPORARY COMMUNICATION SYSTEM LS 230,000.0000 230,000.00 0.875 201,250.00 228 COMMUNICATION SYSTEM LS 500,000.0000 500,000.00 0.070 35,000.00 0.165 82,500.00 229 SYSTEM TESTING AND DOCUMENTATION LS 35,000.0000 35,000.00 0.000 0.00 230 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 231 CONTRACTOR SUPPLIED BIOLOGIST (DAY) DAY 2,000.0000 4,000.00 1.000 2,000.00 3.000 6,000.00 PROGRAM CAS145 PAGE 10 DATE 04/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0324 TIME 10:44 AM ESTIMATE NO. 18 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 04/20/12 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 04/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 888,900.31 14,417,829.65 ADJUSTMENT OF COMPENSATION 43,236.00 111,078.68 EXTRA WORK 42,798.27 322,620.88 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 974,934.58 14,851,529.21 232 MOBILIZATION LS 400,000.0000 1,400,000.00 1.000 1,400,000.00 ORIGINAL CONTRACT AMOUNT 28,971,722.20 TOTAL WORK COMPLETED 974,934.58 16,251,529.21 MATERIALS ON HAND ON SITE 475,438.24 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 1,000.00 -17,000.00 TOTAL 975,934.58 16,709,967.45 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 12/06/13 320 10 0 0 55% 44% PROGRESS IS SATISFACTORY LINDQUIST, KARL RESIDENT ENGINEER PROGRAM CAS145 DATE 04/24/12