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 09/28/11 EST. NO.24 TIME 08:55 AM R.E. NAME: LINDQUIST, KARL 12-0G0404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 029 0005 1,545.32 E.W. @ F.A.(+) 030410 N 1103.2 1,545.32 TOTAL THIS ESTIMATE 2,089,027.75 TOTAL PREVIOUS ESTIMATE 2,090,573.07 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 09/28/11 EST. NO.24 TIME 08:55 AM R.E. NAME: LINDQUIST, KARL 12-0G0404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RSTKNG CHGS@ $710X2 -1,420.00 03 RSTAKNG CHGS(8X$355) -2,840.00 05 RSTKNG CHGE @ $355X6 -2,130.00 10 RSTKNG CHGE @$355X1 -355.00 11 RESTAKING CHARGES -2,640.00 20 0.00 -9,385.00 LABOR COMPLIANCE VIOLATION DELINQ PAYROLL -2,000.00 12 DELINQ PAYROLL 2,000.00 13 0.00 0.00 TOTAL DEDUCTIONS 0.00 -9,385.00 PROGRAM CAS145 PAGE 1 DATE 09/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 08:55 AM ESTIMATE NO. 24 BID OPENING 07/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/13/11 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 09/28/11 LOCATION SEMI-FINAL ESTIMATE 12-ORA-91-15.9/18.9 ------------------- BRUTOCO ENGINEERING AND IN ORANGE AND RIVERSIDE CO IN CONSTRUCTION, INC. ANAHEIM AND YORBA LINDA NEAR CORONA P O BOX 310189 FROM 1.0 MI EAST OF ROUTE 91/241 FONTANA CA 92331 SEPARATION AND VARIOUS LOCATIONS FED. AID NO. ARRA-P091(127)E ,L-P091(127)E WIDEN FREEWAY 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 1.000 10,000.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,250.00 7.000 1,750.00 003 TIME-RELATED OVERHEAD LS 730,000.0000 730,000.00 1.000 730,000.00 004 TEMPORARY FENCE (TYPE CL-6) LF 7.3000 4,380.00 626.000 4,569.80 005 TEMPORARY FENCE (TYPE ESA) LF 4.5000 76,950.00 13,686.000 61,587.00 006 CONSTRUCTION SITE MANAGEMENT LS 75,000.0000 75,000.00 1.000 75,000.00 007 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 1.000 10,000.00 PREVENTION PLAN 008 TEMPORARY FIBER ROLL LF 4.0000 70,400.00 21,955.000 87,820.00 009 TEMPORARY SILT FENCE LF 3.0000 51,900.00 15,537.000 46,611.00 010 TEMPORARY CONCRETE WASHOUT FACILITY EA 17,000.0000 68,000.00 5.000 85,000.00 011 TEMPORARY CONSTRUCTION ENTRANCE EA 2,200.0000 8,800.00 6.000 13,200.00 012 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 2,000.00 82.000 20,500.00 013 STREET SWEEPING LS 27,000.0000 27,000.00 1.000 27,000.00 014 CONSTRUCTION AREA SIGNS LS 22,000.0000 22,000.00 1.000 22,000.00 015 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000.00 016 TYPE III BARRICADE EA 82.0000 410.00 5.000 410.00 017 CHANNELIZER (SURFACE MOUNTED) EA 23.0000 148,350.00 569.000 13,087.00 018 CHANNELIZER (SURFACE MOUNTED) EA 22.0000 21,780.00 802.000 17,644.00 (LEFT IN PLACE) 019 PORTABLE CHANGEABLE MESSAGE SIGN LS 7,500.0000 7,500.00 1.000 7,500.00 020 TEMPORARY RAILING (TYPE K) LF 10.0000 332,000.00 31,520.000 315,200.00 021 TEMPORARY CRASH CUSHION MODULE EA 450.0000 90,000.00 214.000 96,300.00 022 TEMPORARY TRAFFIC SCREEN LF 4.0000 132,800.00 31,720.000 126,880.00 PROGRAM CAS145 PAGE 2 DATE 09/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 08:55 AM ESTIMATE NO. 24 BID OPENING 07/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/13/11 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 09/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CHAIN LINK FENCE LF 4.0000 23,400.00 4,005.000 16,020.00 024 REMOVE METAL BEAM GUARD RAILING LF 7.5000 52,725.00 7,477.500 56,081.25 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 32,560.00 80,179.000 32,071.60 STRIPE 026 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 45,200.00 118,389.000 47,355.60 027 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 660.00 126.000 252.00 028 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 28,880.00 63,819.000 25,527.60 029 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 780.00 542.000 1,626.00 030 REMOVE PAVEMENT MARKER EA 0.9000 22,230.00 19,131.000 17,217.90 031 REMOVE CHANNELIZERS EA 3.5000 2,065.00 518.000 1,813.00 032 REMOVE ROADSIDE SIGN (WOOD POST) EA 175.0000 4,550.00 26.000 4,550.00 033 REMOVE ROADSIDE SIGN EA 90.0000 360.00 4.000 360.00 (STRAP AND SADDLE BRACKET METHOD) 034 REMOVE SIGN STRUCTURE EA 4,000.0000 36,000.00 9.000 36,000.00 035 REMOVE PIPE LF 25.0000 20,250.00 894.000 22,350.00 036 REMOVE INLET EA 1,100.0000 5,500.00 7.000 7,700.00 037 REMOVE HEADWALL EA 1,000.0000 8,000.00 8.000 8,000.00 038 REMOVE CONCRETE PAVEMENT SQYD 18.0000 9,360.00 725.560 13,060.08 039 REMOVE DELINEATOR EA 20.0000 200.00 10.000 200.00 040 VIBRATION MONITORING LS 7,500.0000 7,500.00 1.000 7,500.00 041 ADJUST INLET EA 1,300.0000 3,900.00 1.000 1,300.00 042 REMOVE CONCRETE CURB LF 2.5000 700.00 302.000 755.00 043 REMOVE CONCRETE (CHANNEL) LF 11.0000 462.00 55.000 605.00 044 REMOVE CONCRETE BARRIER LF 16.0000 10,240.00 638.000 10,208.00 045 REMOVE TRANSITION STRUCTURE EA 18,000.0000 18,000.00 1.000 18,000.00 046 CAP INLET EA 1,400.0000 2,800.00 3.000 4,200.00 047 REMOVE BOX CULVERT LF 250.0000 11,500.00 46.000 11,500.00 048 BRIDGE REMOVAL (PORTION), LOCATION A LS 60,000.0000 60,000.00 1.000 60,000.00 049 BRIDGE REMOVAL (PORTION), LOCATION B LS 40,000.0000 40,000.00 1.000 40,000.00 PROGRAM CAS145 PAGE 3 DATE 09/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 08:55 AM ESTIMATE NO. 24 BID OPENING 07/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/13/11 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 09/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 BRIDGE REMOVAL (PORTION), LOCATION C LS 60,000.0000 60,000.00 1.000 60,000.00 051 BRIDGE REMOVAL (PORTION), LOCATION D LS 25,000.0000 25,000.00 1.000 25,000.00 052 BRIDGE REMOVAL (PORTION), LOCATION E LS 20,000.0000 20,000.00 1.000 20,000.00 053 CLEARING AND GRUBBING LS 400,000.0000 400,000.00 1.000 400,000.00 054 ROADWAY EXCAVATION CY 20.0000 974,000.00 101,525.630 2,030,512.60 055 ROADWAY EXCAVATION (TYPE Z-2) CY 84.0000 1,226,400.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 056 ROADWAY EXCAVATION (TYPE Y-1) CY 7.0000 180,600.00 10,555.350 73,887.45 (AERIALLY DEPOSITED LEAD) 057 ROADWAY EXCAVATION (TYPE Y-2) CY 8.0000 111,200.00 5,093.910 40,751.28 (AERIALLY DEPOSITED LEAD) 058 LEAD COMPLIANCE PLAN LS 25,000.0000 25,000.00 1.000 25,000.00 059 ASBESTOS COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500.00 060 STRUCTURE EXCAVATION (BRIDGE) CY 240.0000 126,000.00 995.000 238,800.00 (F) 061 STRUCTURE EXCAVATION (TYPE D) CY 175.0000 37,625.00 295.000 51,625.00 (F) 062 STRUCTURE EXCAVATION (RETAINING WALL) CY 80.0000 233,040.00 3,697.000 295,760.00 (F) 063 STRUCTURE EXCAVATION (TYPE Z-2) CY 20.0000 119,900.00 245.000 4,900.00 (F) (AERIALLY DEPOSITED LEAD) 064 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 17.0000 138,465.00 8,319.000 141,423.00 (F) 065 STRUCTURE EXCAVATION (TYPE Y-1) CY 25.0000 29,725.00 278.000 6,950.00 (F) (AERIALLY DEPOSITED LEAD) 066 STRUCTURE EXCAVATION (TYPE Y-2) CY 19.0000 71,459.00 3,866.000 73,454.00 (F) (AERIALLY DEPOSITED LEAD) 067 STRUCTURE BACKFILL (BRIDGE) CY 38.0000 67,260.00 1,770.000 67,260.00 (F) 068 STRUCTURE BACKFILL (RETAINING WALL) CY 33.0000 413,820.00 12,685.000 418,605.00 (F) 069 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 100.0000 40,000.00 656.000 65,600.00 (F) 070 DITCH EXCAVATION CY 9.0000 1,134.00 126.000 1,134.00 071 SOIL NAIL ASSEMBLY LF 18.0000 2,544,840.00 146,226.000 2,632,068.00 072 HIGHWAY PLANTING LS 100,000.0000 100,000.00 0.661 66,100.00 073 ROCK BLANKET SQYD 72.0000 55,440.00 738.000 53,136.00 074 EROSION CONTROL (TYPE D) SQYD 1.4500 115,420.00 97,191.000 140,926.95 075 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 525.0000 3,150.00 9.000 4,725.00 076 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 1.000 15,000.00 PROGRAM CAS145 PAGE 4 DATE 09/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 08:55 AM ESTIMATE NO. 24 BID OPENING 07/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/13/11 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 09/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 MAINTAIN EXISTING IRRIGATION FACILITIES LS 9,000.0000 9,000.00 1.000 9,000.00 078 IRRIGATION SYSTEM LS 16,000.0000 16,000.00 0.752 12,032.00 079 EXTEND 12" CONDUIT LF 380.0000 7,600.00 20.000 7,600.00 080 CLASS 2 AGGREGATE SUBBASE CY 16.0000 368,000.00 21,831.840 349,309.44 081 CLASS 2 AGGREGATE BASE CY 30.0000 57,300.00 2,020.090 60,602.70 082 AGGREGATE BASE (APPROACH SLAB) CY 280.0000 5,320.00 19.000 5,320.00 083 LEAN CONCRETE BASE CY 120.0000 1,692,000.00 14,071.000 1,688,520.00 084 HOT MIX ASPHALT (TYPE A) TON 75.0000 429,000.00 6,537.440 490,308.00 085 DATA CORE LS 3,800.0000 3,800.00 1.000 3,800.00 086 PLACE HOT MIX ASPHALT DIKE LF 2.0000 500.00 335.000 670.00 (TYPE C MODIFIED) 087 PLACE HOT MIX ASPHALT DIKE LF 2.0000 10,740.00 5,075.000 10,150.00 (TYPE E MODIFIED) 088 PLACE HOT MIX ASPHALT DIKE LF 2.0000 10,380.00 5,362.000 10,724.00 (TYPE F MODIFIED) 089 PLACE HOT MIX ASPHALT SQYD 30.0000 4,200.00 0.000 0.00 (MISCELLANEOUS AREA) 090 TACK COAT TON 1,300.0000 2,600.00 3.480 4,524.00 091 CONCRETE PAVEMENT CY 150.0000 4,470,000.00 29,941.000 4,491,150.00 092 SEAL PAVEMENT JOINT LF 1.5000 154,500.00 115,002.000 172,503.00 093 SEAL LONGITUDINAL ISOLATION JOINT LF 3.0000 65,100.00 22,322.000 66,966.00 094 GRIND EXISTING CONCRETE SQYD 6.0000 43,320.00 7,220.000 43,320.00 PAVEMENT 095 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 205.0000 66,010.00 322.000 66,010.00 096 FURNISH PILING (CLASS 90) LF 11.5000 20,090.50 1,747.000 20,090.50 (ALTERNATIVE X) 097 DRIVE PILE (CLASS 90) (ALTERNATIVE X) EA 2,900.0000 92,800.00 32.000 92,800.00 098 FURNISH PILING (CLASS 140) LF 11.5000 13,432.00 1,168.000 13,432.00 (ALTERNATIVE V) 099 DRIVE PILE (CLASS 140) EA 3,000.0000 60,000.00 21.000 63,000.00 (ALTERNATIVE V) 100 FURNISH PILING (CLASS 140) LF 11.5000 21,401.50 1,875.500 21,568.25 (ALTERNATIVE X) 101 DRIVE PILE (CLASS 140) EA 2,900.0000 121,800.00 42.000 121,800.00 (ALTERNATIVE X) 102 FURNISH PILING (CLASS 200) LF 17.0000 43,350.00 2,550.000 43,350.00 (ALTERNATIVE X) 103 DRIVE PILE (CLASS 200) EA 2,700.0000 194,400.00 72.000 194,400.00 (ALTERNATIVE X) PROGRAM CAS145 PAGE 5 DATE 09/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 08:55 AM ESTIMATE NO. 24 BID OPENING 07/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/13/11 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 09/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH PILING (CLASS 140) LF 17.0000 8,296.00 488.000 8,296.00 (ALTERNATIVE W MODIFIED) 105 DRIVE PILE (CLASS 140) EA 2,700.0000 54,000.00 20.000 54,000.00 (ALTERNATIVE W MODIFIED) 106 FURNISH PILING (CLASS 200) LF 17.0000 35,700.00 2,100.000 35,700.00 (ALTERNATIVE W MODIFIED) 107 DRIVE PILE (CLASS 200) EA 2,700.0000 129,600.00 48.000 129,600.00 (ALTERNATIVE W MODIFIED) 108 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 1.000 200,000.00 109 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 250.0000 121,250.00 485.000 121,250.00 (F) 110 STRUCTURAL CONCRETE, BRIDGE CY 635.0000 2,422,525.00 3,815.000 2,422,525.00 (F) 111 STRUCTURAL CONCRETE, RETAINING WALL CY 400.0000 1,670,000.00 4,096.000 1,638,400.00 (F) 112 STRUCTURAL CONCRETE, APPROACH SLAB CY 650.0000 182,000.00 280.000 182,000.00 (F) (TYPE N) 113 STRUCTURAL CONCRETE, APPROACH SLAB CY 540.0000 98,820.00 183.300 98,982.00 (TYPE R) 114 CLASS I CONCRETE (MINOR STRUCTURE) CY 1,500.0000 69,000.00 46.000 69,000.00 (F) 115 CLASS I CONCRETE (BOX CULVERT) CY 650.0000 123,500.00 190.000 123,500.00 (F) 116 MINOR CONCRETE (MINOR STRUCTURE) CY 950.0000 182,400.00 192.000 182,400.00 (F) 117 MINOR CONCRETE (BACKFILL) CY 130.0000 4,810.00 37.000 4,810.00 (F) 118 PAVING NOTCH EXTENSION CY 2,400.0000 19,200.00 8.000 19,200.00 (F) 119 ARCHITECTURAL TREATMENT SQFT 7.5000 275,062.50 36,214.000 271,605.00 (F) (FORMED ROCK TEXTURE) 120 ARCHITECTURAL TREATMENT (RIP-OUT) SQFT 0.7000 875.00 1,250.000 875.00 (F) 121 ARCHITECTURAL TREATMENT SQFT 4.2000 206,808.00 80,164.000 336,688.80 (F) (TEXTURED SHOTCRETE) 122 FRACTURED RIB TEXTURE SQFT 7.0000 17,990.00 2,570.000 17,990.00 (F) 123 DRILL AND BOND DOWEL LF 24.0000 13,920.00 643.000 15,432.00 124 FURNISH PRECAST PRESTRESSED CONCRETE EA 35,000.0000 70,000.00 2.000 70,000.00 BULB-TEE GIRDER (120'-130') 125 ERECT PRECAST PRESTRESSED CONCRETE EA 11,000.0000 22,000.00 2.000 22,000.00 GIRDER 126 JOINT SEAL (MR 1") LF 73.0000 14,235.00 195.000 14,235.00 127 JOINT SEAL (MR 1 1/2") LF 48.0000 20,160.00 420.000 20,160.00 128 JOINT SEAL (MR 2") LF 82.0000 4,920.00 60.000 4,920.00 129 BAR REINFORCING STEEL LB 0.7000 233,660.00 339,025.000 237,317.50 (F) 130 BAR REINFORCING STEEL (BRIDGE) LB 0.6500 798,850.00 1,229,000.000 798,850.00 (F) PROGRAM CAS145 PAGE 6 DATE 09/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 08:55 AM ESTIMATE NO. 24 BID OPENING 07/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/13/11 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 09/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 BAR REINFORCING STEEL (RETAINING WALL) LB 0.7500 444,742.50 599,238.000 449,428.50 (F) 132 BAR REINFORCING STEEL (EPOXY COATED) LB 1.6000 31,200.00 19,850.000 31,760.00 (F) 133 BAR REINFORCING STEEL (BOX CULVERT) LB 0.7500 38,958.00 51,944.000 38,958.00 (F) 134 SHOTCRETE CY 600.0000 1,935,000.00 3,565.000 2,139,000.00 (F) 135 FURNISH SIGN STRUCTURE (TRUSS) LB 1.0000 136,686.00 151,473.000 151,473.00 (F) 136 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 68,343.00 151,473.000 75,736.50 (F) 137 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 14.0000 19,180.00 1,369.100 19,167.40 138 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 13.0000 1,014.00 78.000 1,014.00 139 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.0000 1,890.00 262.200 1,835.40 (0.063"-UNFRAMED) 140 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 1,680.00 204.000 1,632.00 (0.080"-UNFRAMED) 141 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 420.00 41.300 413.00 (0.063"-FRAMED) 142 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 1,210.00 103.000 1,133.00 (0.080"-FRAMED) 143 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 950.0000 18,050.00 19.000 18,050.00 (SIGN FOUNDATION) 144 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 850.0000 144,500.00 184.000 156,400.00 (SIGN FOUNDATION) 145 ROADSIDE SIGN - ONE POST EA 230.0000 5,980.00 25.000 5,750.00 146 ROADSIDE SIGN - TWO POST EA 620.0000 3,720.00 6.000 3,720.00 147 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 180.0000 1,980.00 12.000 2,160.00 METHOD) 148 INSTALL ROADSIDE SIGN EA 3,800.0000 3,800.00 1.000 3,800.00 (LAMINATED WOOD BOX POST) 149 PREPARE AND STAIN CONCRETE SQFT 1.0000 57,400.00 93,824.000 93,824.00 150 24" ALTERNATIVE PIPE CULVERT LF 44.0000 397,320.00 9,038.000 397,672.00 151 36" ALTERNATIVE PIPE CULVERT LF 146.0000 26,280.00 180.000 26,280.00 152 48" ALTERNATIVE PIPE CULVERT LF 350.0000 5,600.00 16.000 5,600.00 153 12" REINFORCED CONCRETE PIPE LF 130.0000 4,290.00 42.000 5,460.00 154 24" REINFORCED CONCRETE PIPE LF 90.0000 6,660.00 176.000 15,840.00 155 36" REINFORCED CONCRETE PIPE LF 133.0000 5,852.00 46.000 6,118.00 156 48" REINFORCED CONCRETE PIPE LF 123.0000 17,220.00 140.000 17,220.00 157 54" REINFORCED CONCRETE PIPE LF 194.0000 50,440.00 260.000 50,440.00 PROGRAM CAS145 PAGE 7 DATE 09/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 08:55 AM ESTIMATE NO. 24 BID OPENING 07/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/13/11 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 09/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 18" BITUMINOUS COATED CORRUGATED STEEL LF 72.0000 20,880.00 290.000 20,880.00 PIPE (.079" THICK) 159 GRATED LINE DRAIN LF 140.0000 13,440.00 206.000 28,840.00 160 18" BITUMINOUS COATED CORRUGATED STEEL LF 380.0000 45,600.00 120.000 45,600.00 PIPE RISER (.079" THICK) 161 WELDED STEEL PIPE CASING (BRIDGE) LF 70.0000 41,650.00 595.000 41,650.00 162 12" CONCRETE FLARED END SECTION EA 270.0000 270.00 1.000 270.00 163 36" PRECAST CONCRETE PIPE MANHOLE LF 325.0000 3,900.00 12.000 3,900.00 164 ROCK SLOPE PROTECTION CY 60.0000 27,000.00 412.000 24,720.00 (1/2 TON, METHOD B) 165 ROCK SLOPE PROTECTION CY 60.0000 4,200.00 70.000 4,200.00 (FACING, METHOD B) 166 ROCK SLOPE PROTECTION CY 100.0000 2,000.00 0.000 0.00 (BACKING NO. 1, METHOD B) 167 SLOPE PAVING (CONCRETE) CY 680.0000 61,200.00 90.000 61,200.00 (F) 168 MINOR CONCRETE (DITCH LINING) CY 710.0000 6,390.00 10.200 7,242.00 169 MINOR CONCRETE (CHANNEL LINING) CY 445.0000 23,585.00 53.000 23,585.00 (F) 170 ROCK SLOPE PROTECTION FABRIC SQYD 20.0000 640.00 275.000 5,500.00 171 MINOR CONCRETE (MISCELLANEOUS CY 610.0000 95,160.00 173.030 105,548.30 (F) CONSTRUCTION) 172 MISCELLANEOUS IRON AND STEEL LB 1.0000 39,850.00 39,850.000 39,850.00 (F) 173 MISCELLANEOUS METAL LB 15.0000 6,300.00 420.000 6,300.00 (F) (RESTRAINER - CABLE TYPE) 174 BRIDGE DECK DRAINAGE SYSTEM LB 19.0000 3,420.00 180.000 3,420.00 (F) 175 CHAIN LINK FENCE (TYPE CL-6) LF 11.0000 29,810.00 3,076.760 33,844.36 176 CHAIN LINK FENCE (TYPE CL-10) LF 21.0000 74,340.00 4,343.090 91,204.89 177 12' CHAIN LINK GATE (TYPE CL-6) EA 1,600.0000 1,600.00 1.000 1,600.00 178 DELINEATOR (CLASS 1) EA 60.0000 600.00 10.000 600.00 179 METAL BEAM GUARD RAILING (WOOD POST) LF 22.0000 172,920.00 9,323.750 205,122.50 180 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 90.0000 42,930.00 477.000 42,930.00 (F) 181 CABLE RAILING LF 10.0000 74,100.00 7,513.000 75,130.00 (F) 182 TRANSITION RAILING (TYPE WB) EA 3,400.0000 30,600.00 11.000 37,400.00 183 END CAP (TYPE A) EA 170.0000 1,020.00 6.000 1,020.00 184 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 5,200.00 11.000 7,150.00 PROGRAM CAS145 PAGE 8 DATE 09/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 08:55 AM ESTIMATE NO. 24 BID OPENING 07/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/13/11 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 09/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,100.0000 6,200.00 6.000 18,600.00 186 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 23,400.00 10.000 26,000.00 187 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 240.0000 84,000.00 336.000 80,640.00 (F) 188 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 95.0000 409,640.00 4,552.000 432,440.00 (F) 189 CONCRETE BARRIER (TYPE 60) LF 130.0000 87,100.00 1,160.000 150,800.00 190 CONCRETE BARRIER (TYPE 60C) LF 125.0000 282,500.00 2,861.000 357,625.00 191 CONCRETE BARRIER (TYPE 732) LF 75.0000 100,350.00 1,338.000 100,350.00 (F) 192 CONCRETE BARRIER (TYPE 732A) LF 78.0000 116,376.00 1,492.000 116,376.00 (F) 193 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 33,810.00 119,267.000 25,046.07 194 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 1,518.00 2,735.000 1,504.25 195 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 1,441.00 2,596.000 1,427.80 (BROKEN 12-3) 196 THERMOPLASTIC PAVEMENT MARKING SQFT 4.3000 4,687.00 1,236.000 5,314.80 197 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2200 25,300.00 120,167.000 26,436.74 (BROKEN 36-12) 198 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 195.00 744.000 186.00 (BROKEN 17-7) 199 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 1,650.00 3,460.000 1,903.00 (BROKEN 36-12) 200 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1300 39,780.00 615,981.000 80,077.53 201 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0000 390.00 420.000 1,260.00 202 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 19,250.00 19,399.000 21,338.90 203 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 39,200.00 11,451.000 40,078.50 204 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 8,000.0000 8,000.00 1.000 8,000.00 SYSTEM ELEMENTS DURING CONSTRUCTION 205 LIGHTING AND SIGN ILLUMINATION LS 180,000.0000 180,000.00 1.000 180,000.00 206 CHANGEABLE MESSAGE SIGN SYSTEM LS 30,000.0000 30,000.00 1.000 30,000.00 207 LIGHTING AND SIGN ILLUMINATION LS 32,000.0000 32,000.00 1.000 32,000.00 (TEMPORARY) 208 MODIFY LIGHTING AND SIGN ILLUMINATION LS 6,000.0000 6,000.00 1.000 6,000.00 (OCTA) 209 COMMUNICATION SYSTEM LS 500,000.0000 500,000.00 1.000 500,000.00 210 COMMUNICATION SYSTEM-OCTA LS 280,000.0000 280,000.00 1.000 280,000.00 211 COMMUNICATION SYSTEM (TEMPORARY) LS 170,000.0000 170,000.00 1.000 170,000.00 PROGRAM CAS145 PAGE 9 DATE 09/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 08:55 AM ESTIMATE NO. 24 BID OPENING 07/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/13/11 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 09/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 COMMUNICATION SYSTEM-OCTA (TEMPORARY) LS 50,000.0000 50,000.00 1.000 50,000.00 213 TRAFFIC MONITORING STATION LS 140,000.0000 140,000.00 1.000 140,000.00 214 TRAFFIC MONITORING SYSTEM (TEMPORARY) LS 13,000.0000 13,000.00 1.000 13,000.00 215 CLOSED CIRCUIT TELEVISION SYSTEM LS 5,000.0000 5,000.00 1.000 5,000.00 (LOCATION 1) 216 MICROWAVE VEHICLE DETECTION SYSTEM LS 150,000.0000 150,000.00 1.000 150,000.00 (TEMPORARY) 217 CLOSED CIRCUIT TELEVISION SYSTEM LS 3,000.0000 3,000.00 1.000 3,000.00 (LOCATION 2) 218 CLOSED CIRCUIT TELEVISION SYSTEM LS 3,000.0000 3,000.00 1.000 3,000.00 (LOCATION 3) 219 CLOSED CIRCUIT TELEVISION SYSTEM LS 1,500.0000 1,500.00 1.000 1,500.00 (LOCATION 4) 220 CLOSED CIRCUIT TELEVISION SYSTEM-OCTA LS 10,000.0000 10,000.00 1.000 10,000.00 (LOCATION 1) 221 CLOSED CIRCUIT TELEVISION SYSTEM-OCTA LS 6,000.0000 6,000.00 1.000 6,000.00 (LOCATION 2) 222 CLOSED CIRCUIT TELEVISION SYSTEM-OCTA LS 6,000.0000 6,000.00 1.000 6,000.00 (LOCATION 3) 223 CLOSED CIRCUIT TELEVISION SYSTEM-OCTA LS 70,000.0000 70,000.00 1.000 70,000.00 (TEMPORARY) 224 CLOSED CIRCUIT TELEVISION SYSTEM LS 130,000.0000 130,000.00 1.000 130,000.00 (TEMPORARY) 225 CHANGEABLE MESSAGE SIGN SYSTEM LS 32,000.0000 32,000.00 1.000 32,000.00 (TEMPORARY) 226 CLOSED CIRCUIT TELEVISION SYSTEM-OCTA LS 14,000.0000 14,000.00 1.000 14,000.00 (LOCATION 4) 227 CLOSED CIRCUIT TELEVISION SYSTEM-OCTA LS 16,000.0000 16,000.00 1.000 16,000.00 (LOCATION 5) 228 RAMP METERING SYSTEM (LOCATION 1) LS 16,000.0000 16,000.00 1.000 16,000.00 229 RAMP METERING SYSTEM (LOCATION 2) LS 55,000.0000 55,000.00 1.000 55,000.00 230 RAMP METERING SYSTEM (LOCATION 3) LS 14,000.0000 14,000.00 1.000 14,000.00 231 RAMP METERING SYSTEM (LOCATION 4) LS 16,000.0000 16,000.00 1.000 16,000.00 232 PIEZO-ELECTRIC AXLE SENSOR LS 24,000.0000 24,000.00 1.000 24,000.00 PROGRAM CAS145 PAGE 10 DATE 09/28/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G0404 TIME 08:55 AM ESTIMATE NO. 24 BID OPENING 07/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/13/11 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 09/28/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 32,641,612.74 ADJUSTMENT OF COMPENSATION 0.00 771,304.43 EXTRA WORK 1,545.32 1,319,268.64 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,545.32 34,732,185.81 233 MOBILIZATION LS 400,000.0000 3,400,000.00 1.000 3,400,000.00 ORIGINAL CONTRACT AMOUNT 35,575,853.00 TOTAL WORK COMPLETED 1,545.32 38,132,185.81 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -9,385.00 TOTAL 1,545.32 38,122,800.81 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 09/16/09 665 11/10/09 11/10/09 05/13/11 437 29 137 0 100% 100% LINDQUIST, KARL RESIDENT ENGINEER PROGRAM CAS145 DATE 09/28/11