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 09/20/13 EST. NO.24 TIME 09:47 AM R.E. NAME: LINDQUIST, KARL 12-0F0404 --------------------------------------------------------------------------- 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 0985 329.18 E.W. @ F.A.(+) 032513 Y 0159.0 0999 617.08 032713 Y 0163.0 007 0041 1,058.21 E.W. @ F.A.(+) 041113 Y 0184.0 012 0004 405.29 E.W. @ F.A.(+) 041113 Y 0217.0 031 0002 12,300.00 A.C. @ L.S.(+) 091713 N 0002 0 14,709.76 TOTAL THIS ESTIMATE 732,176.08 TOTAL PREVIOUS ESTIMATE 746,885.84 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 09/20/13 EST. NO.24 TIME 09:47 AM R.E. NAME: LINDQUIST, KARL 12-0F0404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF STATE INSPECT -5,000.00 06 OUT OF STATE INSPECT -5,000.00 12 SURVEY-RESTACKING -2,840.00 22 0.00 -12,840.00 LABOR COMPLIANCE VIOLATION PAYROLL RECD DESCREP -3,000.00 11 RECD PR DECREPANCIES 3,000.00 12 MARINA LANDSCAPE PR -1,500.00 15 DELINQUENT PAYROLL R -2,000.00 17 RETURN DEDUCTIONS 1,500.00 17 DELINQ CPR, ETC -3,500.00 20 RET FINAL NOTICE DED 2,000.00 21 CC MYERS,DRILL TECH. -5,000.00 24 -5,000.00 -8,500.00 TOTAL DEDUCTIONS -5,000.00 -21,340.00 PROGRAM CAS145 PAGE 1 DATE 09/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 09:47 AM ESTIMATE NO. 24 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/13 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 09/20/13 LOCATION PROGRESS ESTIMATE 12-ORA-57-12.3/15.2 ----------------- C. C. MYERS, INC. IN ORANGE COUNTY IN ANAHEIM FROM PO BOX 2948 0.3 MILE SOUTH OF KATELLA AVENUE RANCHO CORDOVA CA 95741-2948 UNDERCROSSING TO 0.3 MILE NORTH OF LINCOLN AVENUE OVERCROSSING FED. AID NO. N O N E WIDEN NB ROUTE 57 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 7,500.0000 7,500.00 0.250 1,875 002 TIME-RELATED OVERHEAD WDAY 2,600.0000 1,352,000.00 22.000 57,200.00 409.000 1,063,400 003 TEMPORARY FENCE (TYPE CL-6) LF 10.0000 12,800.00 1,458.500 14,585 004 CONSTRUCTION SITE MANAGEMENT LS 40,000.0000 40,000.00 0.040 1,600.00 0.810 32,400 005 PREPARE STORM WATER POLLUTION LS 7,000.0000 7,000.00 0.020 140.00 0.880 6,160 PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 1.0000 21,400.00 7,258.000 7,258 007 TEMPORARY SILT FENCE LF 2.0000 2,740.00 30.000 60.00 992.000 1,984 008 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 009 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 15,000.00 10.000 30,000 010 TEMPORARY CHECK DAM LF 2.0000 3,280.00 172.000 344 011 MOVE-IN/MOVE-OUT EA 500.0000 3,500.00 6.000 3,000 (TEMPORARY EROSION CONTROL) 012 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 8,200.00 41.000 8,200 013 TEMPORARY HYDRAULIC MULCH SQYD 0.7000 33,250.00 19,226.000 13,458 (BONDED FIBER MATRIX) 014 STREET SWEEPING LS 40,000.0000 40,000.00 0.040 1,600.00 0.810 32,400 015 TEMPORARY HYDROSEED SQYD 0.7000 9,240.00 9,809.000 6,866 016 RAIN EVENT ACTION PLAN EA 500.0000 27,500.00 22.000 11,000 017 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 350.0000 9,100.00 0.000 0 019 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.500 25,000 020 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.040 6,000.00 0.810 121,500 021 TYPE III BARRICADE EA 100.0000 500.00 5.000 500 022 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 9,600.00 197.000 5,910 PROGRAM CAS145 PAGE 2 DATE 09/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 09:47 AM ESTIMATE NO. 24 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/13 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 09/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.040 800.00 0.810 16,200 024 TEMPORARY RAILING (TYPE K) LF 9.0000 361,800.00 21,730.000 195,570 025 TEMPORARY CRASH CUSHION MODULE EA 250.0000 72,500.00 177.000 44,250 026 TEMPORARY TRAFFIC SCREEN LF 2.0000 66,400.00 10,110.000 20,220 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4500 57,600.00 124,449.000 56,002 STRIPE (HAZARDOUS WASTE) 028 ABANDON CULVERT LF 45.0000 1,980.00 0.000 0 029 REMOVE CHAIN LINK FENCE LF 6.0000 10,020.00 2,707.000 16,242 030 REMOVE METAL BEAM GUARD RAILING LF 10.0000 24,100.00 2,686.000 26,860 031 REMOVE FLARED END SECTION EA 1,000.0000 3,000.00 0.000 0 032 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 55,300.00 11,088.000 3,880 033 REMOVE PAINTED PAVEMENT MARKING SQFT 1.0000 1,220.00 0.000 0 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 36,400.00 60,899.000 21,314 035 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.0000 1,230.00 505.000 505 036 REMOVE PAVEMENT MARKER EA 1.0000 21,900.00 11,364.000 11,364 037 REMOVE ROADSIDE SIGN EA 175.0000 10,150.00 3.000 525 038 REMOVE ROADSIDE SIGN EA 100.0000 2,900.00 5.000 500 (STRAP AND SADDLE BRACKET METHOD) 039 REMOVE SIGN STRUCTURE EA 5,000.0000 30,000.00 2.000 10,000.00 5.000 25,000 040 REMOVE SIGN PANEL (OVERHEAD) EA 1,000.0000 4,000.00 4.000 4,000 041 REMOVE BRIDGE MOUNTED SIGN EA 1,000.0000 3,000.00 0.000 0 042 REMOVE PIPE LF 30.0000 45,900.00 32.000 960.00 615.000 18,450 043 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 044 REMOVE INLET EA 1,000.0000 21,000.00 2.000 2,000.00 12.000 12,000 045 REMOVE ROCK BLANKET SQYD 15.0000 2,400.00 0.000 0 046 SALVAGE METAL BRIDGE RAILING LF 10.0000 4,970.00 497.000 4,970 047 RELOCATE ROADSIDE SIGN EA 250.0000 750.00 0.000 0 048 ADJUST INLET EA 1,700.0000 3,400.00 0.000 0 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 6,720.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 09/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 09:47 AM ESTIMATE NO. 24 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/13 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 09/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE CURB LF 10.0000 830.00 0.000 0 051 REMOVE CONCRETE (CHANNEL) CY 500.0000 550.00 0.000 0 052 REMOVE UNSOUND CONCRETE CF 100.0000 6,000.00 0.000 0 053 CLEAN BRIDGE DECK SQFT 0.3000 5,325.00 0.000 0 054 REMOVE CONCRETE (MISCELLANEOUS) CY 250.0000 1,375.00 1.700 425 055 BRIDGE REMOVAL (PORTION), LOCATION A LS 25,000.0000 25,000.00 0.800 20,000 056 BRIDGE REMOVAL (PORTION), LOCATION B LS 25,000.0000 25,000.00 0.800 20,000 057 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000 058 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.040 400.00 0.770 7,700 059 ROADWAY EXCAVATION CY 13.0000 938,600.00 21,548.250 280,127.25 39,608.750 514,913 060 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 061 STRUCTURE EXCAVATION (BRIDGE) CY 100.0000 35,500.00 355.000 35,500 (F) 062 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 153,450.00 4,782.720 143,481 (F) 063 STRUCTURE EXCAVATION (TIEBACK WALL) CY 30.0000 30,300.00 1,010.000 30,300 (F) 064 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 20,800.00 45.700 4,570 (F) 065 STRUCTURE BACKFILL (RETAINING WALL) CY 30.0000 180,630.00 6,021.000 180,630 (F) 066 STRUCTURE BACKFILL (TIEBACK WALL) CY 60.0000 1,980.00 0.000 0 (F) 067 LEAN CONCRETE BACKFILL CY 100.0000 9,800.00 30.000 3,000.00 98.000 9,800 (F) 068 DITCH EXCAVATION CY 14.0000 13,580.00 274.750 3,846.50 477.750 6,688 069 IMPORTED BORROW (CY) CY 0.3000 10,230.00 0.000 0 070 ROADSIDE CLEARING LS 10,000.0000 10,000.00 0.000 0 071 MAINTAIN EXISTING PLANTED AREAS LS 12,000.0000 12,000.00 0.040 480.00 0.810 9,720 072 MAINTAIN EXISTING IRRIGATION FACILITIES LS 7,000.0000 7,000.00 0.040 280.00 0.810 5,670 073 IRRIGATION SYSTEM LS 300,000.0000 300,000.00 0.090 27,000 074 3" SUPPLY LINE (BRIDGE) LF 60.0000 14,400.00 120.000 7,200 075 IRRIGATION SLEEVE LF 15.0000 990.00 0.000 0 076 10" CORRUGATED HIGH DENSITY LF 25.0000 5,750.00 38.000 950 POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 4 DATE 09/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 09:47 AM ESTIMATE NO. 24 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/13 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 09/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 EXTEND 8" CONDUIT LF 45.0000 28,800.00 258.000 11,610 078 BOOSTER PUMP EA 30,000.0000 30,000.00 0.900 27,000 079 CLASS 2 AGGREGATE SUBBASE CY 26.0000 212,160.00 0.000 0 080 CLASS 2 AGGREGATE BASE CY 22.0000 292,600.00 0.000 0 081 AGGREGATE BASE (APPROACH SLAB) CY 500.0000 4,000.00 0.000 0 082 ASPHALTIC EMULSION (CURING SEAL) TON 600.0000 12,000.00 0.000 0 083 LEAN CONCRETE BASE CY 130.0000 531,700.00 0.000 0 084 HOT MIX ASPHALT (TYPE A) TON 70.0000 462,700.00 0.000 0 085 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 80.0000 353,600.00 0.000 0 086 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 1,880.00 0.000 0 087 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 16,480.00 0.000 0 088 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 1,320.00 0.000 0 089 TACK COAT TON 700.0000 14,000.00 0.000 0 090 JOINTED PLAIN CONCRETE PAVEMENT CY 155.0000 1,906,500.00 0.000 0 091 SEAL PAVEMENT JOINT LF 2.4000 103,200.00 0.000 0 092 SEAL ISOLATION JOINT LF 7.5000 103,500.00 0.000 0 093 REPAIR SPALLED JOINTS SQYD 280.0000 50,400.00 0.000 0 094 FURNISH STEEL PILING (HP 10 X 42) LF 30.0000 18,570.00 619.000 18,570 095 DRIVE STEEL PILE (HP 10 X 42) EA 2,300.0000 25,300.00 11.000 25,300 096 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 90.0000 77,310.00 0.000 0 097 FURNISH PILING (CLASS 90) LF 22.0000 32,252.00 1,421.060 31,263 (ALTERNATIVE X) 098 DRIVE PILE (CLASS 90) (ALTERNATIVE X) EA 1,800.0000 59,400.00 33.000 59,400 099 FURNISH PILING (CLASS 140) LF 22.0000 33,462.00 1,521.000 33,462 (ALTERNATIVE X) 100 DRIVE PILE (CLASS 140) (ALTERNATIVE X) EA 2,400.0000 62,400.00 26.000 62,400 101 PRESTRESSING CAST-IN-PLACE CONCRETE LS 40,000.0000 40,000.00 0.300 12,000.00 0.300 12,000 102 TIEBACK ANCHOR EA 1,500.0000 237,000.00 32.000 48,000.00 151.000 226,500 103 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 400.0000 40,000.00 100.000 40,000 (F) PROGRAM CAS145 PAGE 5 DATE 09/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 09:47 AM ESTIMATE NO. 24 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/13 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 09/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, BRIDGE CY 600.0000 459,000.00 106.600 63,960.00 616.440 369,864 (F) 105 STRUCTURAL CONCRETE, RETAINING WALL CY 300.0000 976,800.00 2,818.220 845,466 (F) 106 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 41,500.00 0.000 0 (F) (TYPE N) 107 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 48,000.00 0.000 0 (TYPE R) 108 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 97,000.00 0.000 0 (F) 109 PAVING NOTCH EXTENSION CF 180.0000 10,260.00 0.000 0 110 ARCHITECTURAL TREATMENT (FLOWER PATTERN) SQFT 1.0000 39,365.00 26,074.560 26,074 (F) 111 DRILL AND BOND DOWEL LF 40.0000 3,200.00 80.000 3,200 112 RAPID SETTING CONCRETE (PATCH) CF 200.0000 12,000.00 0.000 0 113 JOINT SEAL (MR 1") LF 60.0000 4,500.00 0.000 0 114 JOINT SEAL (MR 2") LF 80.0000 6,560.00 0.000 0 115 BAR REINFORCING STEEL (BRIDGE) LB 0.7800 173,550.00 982.000 765.96 214,502.000 167,311 (F) 116 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 332,720.00 13,861.000 11,088.80 259,423.680 207,538 (F) 117 SHOTCRETE CY 450.0000 159,300.00 31.040 13,968.00 312.190 140,485 (F) 118 TREAT BRIDGE DECK SQFT 0.6000 10,650.00 0.000 0 (F) 119 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 80.0000 16,000.00 0.000 0 120 PUBLIC SAFETY PLAN LS 2,000.0000 2,000.00 0.000 0 121 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 2.0000 40,000.00 0.000 0 (F) WITH WALKWAY) 122 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 0.7500 15,000.00 0.000 0 (F) WITH WALKWAY) 123 FURNISH SIGN STRUCTURE (TRUSS) LB 3.0000 243,000.00 0.000 0 (F) 124 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 16,200.00 0.000 0 (F) 125 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 1.3000 6,500.00 0.000 0 (F) WITHOUT WALKWAY) 126 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 0.6000 3,000.00 0.000 0 (F) WITHOUT WALKWAY) 127 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 18.0000 35,280.00 326.800 5,882 128 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 18.0000 1,080.00 0.000 0 129 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 8,800.00 0.000 0 (0.063"-UNFRAMED) 130 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 3,740.00 0.000 0 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 6 DATE 09/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 09:47 AM ESTIMATE NO. 24 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/13 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 09/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 468.00 0.000 0 (0.063"-FRAMED) 132 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 3,920.00 0.000 0 (0.080"-FRAMED) 133 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 880.0000 15,840.00 0.000 0 (SIGN FOUNDATION) 134 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,000.0000 69,000.00 0.000 0 (SIGN FOUNDATION) 135 METAL (WALL MOUNTED SIGN) LB 34.0000 10,200.00 0.000 0 136 METAL (RAIL MOUNTED SIGN) LB 9.0000 25,200.00 0.000 0 137 ROADSIDE SIGN - ONE POST EA 325.0000 20,800.00 0.000 0 138 ROADSIDE SIGN - TWO POST EA 600.0000 7,200.00 0.000 0 139 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 1,950.00 0.000 0 METHOD) 140 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 15.0000 11,850.00 328.000 4,920 141 INSTALL ROADSIDE SIGN PANEL ON EA 230.0000 4,140.00 0.000 0 EXISTING POST 142 18" ALTERNATIVE PIPE CULVERT LF 62.0000 83,080.00 0.000 0 143 24" ALTERNATIVE PIPE CULVERT LF 90.0000 13,500.00 0.000 0 144 36" ALTERNATIVE PIPE CULVERT LF 98.0000 27,440.00 0.000 0 145 48" ALTERNATIVE PIPE CULVERT LF 137.0000 30,140.00 0.000 0 146 18" REINFORCED CONCRETE PIPE LF 252.0000 2,016.00 0.000 0 147 24" REINFORCED CONCRETE PIPE LF 140.0000 6,020.00 0.000 0 148 36" REINFORCED CONCRETE PIPE LF 223.0000 11,596.00 0.000 0 149 48" REINFORCED CONCRETE PIPE LF 269.0000 16,409.00 0.000 0 150 18" CORRUGATED STEEL PIPE (.064" THICK) LF 108.0000 8,100.00 0.000 0 151 24" CORRUGATED STEEL PIPE (.079" THICK) LF 425.0000 3,825.00 0.000 0 152 48" CORRUGATED STEEL PIPE (.079" THICK) LF 1,360.0000 16,320.00 0.000 0 153 3" PLASTIC PIPE LF 25.0000 6,000.00 0.000 0 154 18" ALTERNATIVE FLARED END SECTION EA 700.0000 2,100.00 0.000 0 155 18" AUTOMATIC DRAINAGE GATE EA 2,000.0000 4,000.00 0.000 0 156 24" PRECAST CONCRETE PIPE MANHOLE LF 200.0000 1,200.00 0.000 0 157 ROCK SLOPE PROTECTION CY 275.0000 9,900.00 0.000 0 (FACING, METHOD B) PROGRAM CAS145 PAGE 7 DATE 09/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 09:47 AM ESTIMATE NO. 24 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/13 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 09/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 SLOPE PAVING (CONCRETE) CY 600.0000 20,400.00 0.000 0 (F) 159 MINOR CONCRETE (CHANNEL LINING) CY 215.0000 43,000.00 98.600 21,199.00 194.600 41,839 160 ROCK SLOPE PROTECTION FABRIC SQYD 40.0000 3,840.00 0.000 0 161 MINOR CONCRETE (CURB) LF 32.0000 19,200.00 0.000 0 162 MINOR CONCRETE (GUTTER) LF 23.0000 89,930.00 0.000 0 (F) 163 MINOR CONCRETE (PATTERNED) CY 700.0000 98,000.00 0.000 0 164 MISCELLANEOUS IRON AND STEEL LB 1.2000 21,120.00 0.000 0 (F) 165 MISCELLANEOUS METAL (BRIDGE) LB 9.0000 18,000.00 74.000 666.00 222.000 1,998 (F) 166 CHAIN LINK FENCE (TYPE CL-6) LF 20.0000 40,600.00 823.000 16,460 167 5' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 3,000.00 0.000 0 168 6' CHAIN LINK GATE (TYPE CL-6) EA 1,050.0000 1,050.00 0.000 0 169 16' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 10,500.00 0.000 0 170 DELINEATOR (CLASS 1) EA 35.0000 6,300.00 0.000 0 171 METAL BEAM GUARD RAILING (WOOD POST) LF 25.0000 10,000.00 0.000 0 172 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 41,250.00 0.000 0 173 CHAIN LINK RAILING (TYPE 7) LF 67.0000 25,996.00 0.000 0 (F) 174 CABLE RAILING LF 9.0000 35,280.00 2,309.000 20,781 (F) 175 TRANSITION RAILING (TYPE WB) EA 3,000.0000 21,000.00 0.000 0 176 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 1,950.00 0.000 0 177 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 6,400.00 0.000 0 178 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 21,600.00 0.000 0 179 CONCRETE BARRIER (TYPE 60) LF 62.0000 35,340.00 0.000 0 180 CONCRETE BARRIER (TYPE 60D) LF 38.0000 31,388.00 0.000 0 (F) 181 CONCRETE BARRIER (TYPE 736) LF 75.0000 41,475.00 0.000 0 (F) 182 CONCRETE BARRIER (TYPE 736B) LF 105.0000 326,550.00 0.000 0 183 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4400 58,520.00 13,948.000 6,137 184 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 31,000.00 11,806.000 11,806 PROGRAM CAS145 PAGE 8 DATE 09/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 09:47 AM ESTIMATE NO. 24 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/13 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 09/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 13,825.00 672.000 2,352 186 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1800 38,520.00 152,579.000 27,464 187 PAINT PAVEMENT MARKING (2-COAT) SQFT 1.0000 1,220.00 0.000 0 188 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 8,970.00 4,396.000 4,396 189 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 21,400.00 4,881.000 9,762 190 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.040 400.00 0.810 8,100 SYSTEM ELEMENTS DURING CONSTRUCTION 191 LIGHTING AND SIGN ILLUMINATION LS 375,000.0000 375,000.00 0.230 86,250 192 CHANGEABLE MESSAGE SIGN (MODIFY) LS 15,000.0000 15,000.00 0.000 0 193 COMMUNICATION SYSTEM LS 180,000.0000 180,000.00 0.000 0 194 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 30.0000 14,100.00 0.000 0 (F) 195 BOOSTER PUMP ELECTRICAL SYSTEM LS 18,000.0000 18,000.00 0.000 0 196 TEMPORARY MICROWAVE VEHICLE LS 200,000.0000 200,000.00 0.950 190,000 DETECTION SYSTEM 197 TRAFFIC MONITORING STATION (LOCATION 1) LS 10,000.0000 10,000.00 0.000 0 198 TRAFFIC MONITORING STATION (LOCATION 2) LS 20,000.0000 20,000.00 0.000 0 199 TRAFFIC MONITORING STATION (LOCATION 3) LS 20,000.0000 20,000.00 0.000 0 200 CLOSED CIRCUIT TELEVISION SYSTEM LS 1,200.0000 1,200.00 0.000 0 (MODIFY (LOCATION 1) 201 CLOSED CIRCUIT TELEVISION SYSTEM LS 20,000.0000 20,000.00 0.000 0 (MODIFY (LOCATION 2) 202 CLOSED CIRCUIT TELEVISION SYSTEM LS 45,000.0000 45,000.00 0.000 0 (MODIFY (LOCATION 3) 203 CLOSED CIRCUIT TELEVISION SYSTEM LS 1,200.0000 1,200.00 0.000 0 (MODIFY (LOCATION 4) 204 RAMP METERING SYSTEM (LOCATION 1A) LS 20,000.0000 20,000.00 0.000 0 205 RAMP METERING SYSTEM (LOCATION 2A) LS 29,000.0000 29,000.00 0.000 0 206 RAMP METERING SYSTEM (LOCATION 3A) LS 22,000.0000 22,000.00 0.000 0 207 RAMP METERING SYSTEM (LOCATION 1B) LS 20,000.0000 20,000.00 0.000 0 208 RAMP METERING SYSTEM (LOCATION 2B) LS 24,000.0000 24,000.00 0.000 0 209 RAMP METERING SYSTEM (LOCATION 3B) LS 23,000.0000 23,000.00 0.000 0 210 TEMPORARY COMMUNICATION SYSTEM LS 55,000.0000 55,000.00 0.000 0 211 TEMPORARY RAMP METERING SYSTEM LS 24,000.0000 24,000.00 0.000 0 (LOCATION 1A) (STAGE 1,2 AND 3) PROGRAM CAS145 PAGE 9 DATE 09/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 09:47 AM ESTIMATE NO. 24 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/13 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 09/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 TEMPORARY RAMP METERING SYSTEM LS 4,000.0000 4,000.00 0.000 0 (LOCATION 1A) (STAGE 4) 213 TEMPORARY RAMP METERING SYSTEM LS 6,000.0000 6,000.00 0.000 0 (LOCATION 1B) (STAGE 1 AND 2) 214 TEMPORARY RAMP METERING SYSTEM LS 14,000.0000 14,000.00 0.000 0 (LOCATION 1B) (STAGE 3) 215 TEMPORARY RAMP METERING SYSTEM LS 5,000.0000 5,000.00 0.000 0 (LOCATION 1B) (STAGE 4) 216 TEMPORARY RAMP METERING SYSTEM LS 34,000.0000 34,000.00 0.000 0 (LOCATION 2A) (STAGE 1) 217 TEMPORARY RAMP METERING SYSTEM LS 1,200.0000 1,200.00 0.000 0 (LOCATION 2A) (STAGE 2) 218 TEMPORARY RAMP METERING SYSTEM LS 3,000.0000 3,000.00 0.000 0 (LOCATION 2A) (STAGE 3) 219 TEMPORARY RAMP METERING SYSTEM LS 14,000.0000 14,000.00 0.000 0 (LOCATION 2B) (STAGE 1) 220 TEMPORARY RAMP METERING SYSTEM LS 3,000.0000 3,000.00 0.000 0 (LOCATION 2B) (STAGE 2) 221 TEMPORARY RAMP METERING SYSTEM LS 24,000.0000 24,000.00 0.000 0 (LOCATION 3A) (STAGE 1) 222 TEMPORARY RAMP METERING SYSTEM LS 1,200.0000 1,200.00 0.000 0 (LOCATION 3A) (STAGE 2) 223 TEMPORARY RAMP METERING SYSTEM LS 4,000.0000 4,000.00 0.000 0 (LOCATION 3A) (STAGE 3) 224 TEMPORARY RAMP METERING SYSTEM LS 19,000.0000 19,000.00 0.000 0 (LOCATION 3B) (STAGE 1) 225 TEMPORARY RAMP METERING SYSTEM LS 5,000.0000 5,000.00 0.000 0 (LOCATION 3B) (STAGE 2 AND 3) 226 COPPER THEFT PREVENTION LS 3,000.0000 3,000.00 0.000 0 227 SYSTEM TESTING AND DOCUMENTATION LS 8,000.0000 8,000.00 0.000 0 228 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 229 TEMPORARY CONCRETE WASHOUT BIN LS 20,000.0000 20,000.00 0.040 800.00 0.810 16,200 230 SAND BACKFILL CY 100.0000 1,200.00 0.000 0 231 6" DIA WELDED STEEL PIPE CASING LF 80.0000 6,000.00 0.000 0 (BRIDGE) 232 MINOR CONCRETE (CURB AND GUTTER) LF 60.0000 2,160.00 0.000 0 233 MINOR CONCRETE (CURB RAMP) LF 500.0000 3,000.00 0.000 0 234 CURB RAMP DETECTABLE WARNING SURFACE SQFT 35.0000 2,240.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 09/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 09:47 AM ESTIMATE NO. 24 BID OPENING 09/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/13 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 09/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 541,341.51 5,757,036.47 ADJUSTMENT OF COMPENSATION 12,300.00 448,837.45 EXTRA WORK 2,409.76 298,048.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 556,051.27 6,503,922.31 235 MOBILIZATION LS 1,390,000.0000 1,390,000.00 0.950 1,320,500 ORIGINAL CONTRACT AMOUNT 16,391,217.00 TOTAL WORK COMPLETED 556,051.27 7,824,422.31 MATERIALS ON HAND ON SITE 195,357.07 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -21,340.00 TOTAL 551,051.27 7,998,439.38 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 11/17/11 520 01/19/12 01/11/12 09/05/14 407 17 123 0 45% 63% PROGRESS IS SATISFACTORY LINDQUIST, KARL RESIDENT ENGINEER PROGRAM CAS145 DATE 09/20/13