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.04 TIME 11:17 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 0926 3,145.98 E.W. @ F.A.(+) 032812 N 7.0 0 3,145.98 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 3,145.98 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.04 TIME 11:17 AM R.E. NAME: LINDQUIST, KARL 12-0F0404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 11:17 AM ESTIMATE NO. 04 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 04/20/12 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 04/24/12 LOCATION PROGRESS ESTIMATE 12-ORA-57-12.3/15.2 ----------------- C. C. MYERS, INC. IN ORANGE COUNTY IN ANAHEIM FROM 3286 FITZGERALD ROAD 0.3 MILE SOUTH OF KATELLA AVENUE RANCHO CORDOVA CA 957412948 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,500.0000 7,500.00 0.000 0.00 002 TIME-RELATED OVERHEAD WDAY 2,600.0000 1,352,000.00 23.000 59,800.00 70.000 182,000.00 003 TEMPORARY FENCE (TYPE CL-6) LF 10.0000 12,800.00 990.000 9,900.00 990.000 9,900.00 004 CONSTRUCTION SITE MANAGEMENT LS 40,000.0000 40,000.00 0.040 1,600.00 0.130 5,200.00 005 PREPARE STORM WATER POLLUTION LS 7,000.0000 7,000.00 0.020 140.00 0.560 3,920.00 PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 1.0000 21,400.00 1,265.000 1,265.00 007 TEMPORARY SILT FENCE LF 2.0000 2,740.00 0.000 0.00 008 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 009 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 15,000.00 2.000 6,000.00 010 TEMPORARY CHECK DAM LF 2.0000 3,280.00 63.000 126.00 011 MOVE-IN/MOVE-OUT EA 500.0000 3,500.00 1.000 500.00 2.000 1,000.00 (TEMPORARY EROSION CONTROL) 012 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 8,200.00 41.000 8,200.00 013 TEMPORARY HYDRAULIC MULCH SQYD 0.7000 33,250.00 0.000 0.00 (BONDED FIBER MATRIX) 014 STREET SWEEPING LS 40,000.0000 40,000.00 0.040 1,600.00 0.130 5,200.00 015 TEMPORARY HYDROSEED SQYD 0.7000 9,240.00 9,809.000 6,866.30 9,809.000 6,866.30 016 RAIN EVENT ACTION PLAN EA 500.0000 27,500.00 1.000 500.00 5.000 2,500.00 017 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0.00 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 350.0000 9,100.00 0.000 0.00 019 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.500 25,000.00 020 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.040 6,000.00 0.130 19,500.00 021 TYPE III BARRICADE EA 100.0000 500.00 0.000 0.00 022 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 9,600.00 28.000 840.00 PROGRAM CAS145 PAGE 2 DATE 04/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 11:17 AM ESTIMATE NO. 04 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 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 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.040 800.00 0.130 2,600.00 024 TEMPORARY RAILING (TYPE K) LF 9.0000 361,800.00 8,480.000 76,320.00 025 TEMPORARY CRASH CUSHION MODULE EA 250.0000 72,500.00 44.000 11,000.00 026 TEMPORARY TRAFFIC SCREEN LF 2.0000 66,400.00 3,800.000 7,600.00 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4500 57,600.00 69,718.000 31,373.10 STRIPE (HAZARDOUS WASTE) 028 ABANDON CULVERT LF 45.0000 1,980.00 0.000 0.00 029 REMOVE CHAIN LINK FENCE LF 6.0000 10,020.00 990.000 5,940.00 990.000 5,940.00 030 REMOVE METAL BEAM GUARD RAILING LF 10.0000 24,100.00 2,048.000 20,480.00 031 REMOVE FLARED END SECTION EA 1,000.0000 3,000.00 0.000 0.00 032 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 55,300.00 3,312.000 1,159.20 033 REMOVE PAINTED PAVEMENT MARKING SQFT 1.0000 1,220.00 0.000 0.00 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 36,400.00 46,501.000 16,275.35 035 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.0000 1,230.00 172.000 172.00 036 REMOVE PAVEMENT MARKER EA 1.0000 21,900.00 8,398.000 8,398.00 037 REMOVE ROADSIDE SIGN EA 175.0000 10,150.00 0.000 0.00 038 REMOVE ROADSIDE SIGN EA 100.0000 2,900.00 2.000 200.00 (STRAP AND SADDLE BRACKET METHOD) 039 REMOVE SIGN STRUCTURE EA 5,000.0000 30,000.00 2.000 10,000.00 2.000 10,000.00 040 REMOVE SIGN PANEL (OVERHEAD) EA 1,000.0000 4,000.00 0.000 0.00 041 REMOVE BRIDGE MOUNTED SIGN EA 1,000.0000 3,000.00 0.000 0.00 042 REMOVE PIPE LF 30.0000 45,900.00 0.000 0.00 043 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 044 REMOVE INLET EA 1,000.0000 21,000.00 0.000 0.00 045 REMOVE ROCK BLANKET SQYD 15.0000 2,400.00 0.000 0.00 046 SALVAGE METAL BRIDGE RAILING LF 10.0000 4,970.00 0.000 0.00 047 RELOCATE ROADSIDE SIGN EA 250.0000 750.00 0.000 0.00 048 ADJUST INLET EA 1,700.0000 3,400.00 0.000 0.00 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.0000 6,720.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 04/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 11:17 AM ESTIMATE NO. 04 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 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 CURB LF 10.0000 830.00 0.000 0.00 051 REMOVE CONCRETE (CHANNEL) CY 500.0000 550.00 0.000 0.00 052 REMOVE UNSOUND CONCRETE CF 100.0000 6,000.00 0.000 0.00 053 CLEAN BRIDGE DECK SQFT 0.3000 5,325.00 0.000 0.00 054 REMOVE CONCRETE (MISCELLANEOUS) CY 250.0000 1,375.00 0.000 0.00 055 BRIDGE REMOVAL (PORTION), LOCATION A LS 25,000.0000 25,000.00 0.000 0.00 056 BRIDGE REMOVAL (PORTION), LOCATION B LS 25,000.0000 25,000.00 0.000 0.00 057 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 0.250 25,000.00 058 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.040 400.00 0.130 1,300.00 059 ROADWAY EXCAVATION CY 13.0000 938,600.00 0.000 0.00 060 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 061 STRUCTURE EXCAVATION (BRIDGE) CY 100.0000 35,500.00 0.000 0.00 (F) 062 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 153,450.00 0.000 0.00 (F) 063 STRUCTURE EXCAVATION (TIEBACK WALL) CY 30.0000 30,300.00 0.000 0.00 (F) 064 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 20,800.00 0.000 0.00 (F) 065 STRUCTURE BACKFILL (RETAINING WALL) CY 30.0000 180,630.00 0.000 0.00 (F) 066 STRUCTURE BACKFILL (TIEBACK WALL) CY 60.0000 1,980.00 0.000 0.00 (F) 067 LEAN CONCRETE BACKFILL CY 100.0000 9,800.00 0.000 0.00 (F) 068 DITCH EXCAVATION CY 14.0000 13,580.00 0.000 0.00 069 IMPORTED BORROW (CY) CY 0.3000 10,230.00 0.000 0.00 070 ROADSIDE CLEARING LS 10,000.0000 10,000.00 0.000 0.00 071 MAINTAIN EXISTING PLANTED AREAS LS 12,000.0000 12,000.00 0.040 480.00 0.130 1,560.00 072 MAINTAIN EXISTING IRRIGATION FACILITIES LS 7,000.0000 7,000.00 0.040 280.00 0.130 910.00 073 IRRIGATION SYSTEM LS 300,000.0000 300,000.00 0.000 0.00 074 3" SUPPLY LINE (BRIDGE) LF 60.0000 14,400.00 0.000 0.00 075 IRRIGATION SLEEVE LF 15.0000 990.00 0.000 0.00 076 10" CORRUGATED HIGH DENSITY LF 25.0000 5,750.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 4 DATE 04/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 11:17 AM ESTIMATE NO. 04 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 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 EXTEND 8" CONDUIT LF 45.0000 28,800.00 0.000 0.00 078 BOOSTER PUMP EA 30,000.0000 30,000.00 0.000 0.00 079 CLASS 2 AGGREGATE SUBBASE CY 26.0000 212,160.00 0.000 0.00 080 CLASS 2 AGGREGATE BASE CY 22.0000 292,600.00 0.000 0.00 081 AGGREGATE BASE (APPROACH SLAB) CY 500.0000 4,000.00 0.000 0.00 082 ASPHALTIC EMULSION (CURING SEAL) TON 600.0000 12,000.00 0.000 0.00 083 LEAN CONCRETE BASE CY 130.0000 531,700.00 0.000 0.00 084 HOT MIX ASPHALT (TYPE A) TON 70.0000 462,700.00 0.000 0.00 085 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 80.0000 353,600.00 0.000 0.00 086 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 1,880.00 0.000 0.00 087 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 16,480.00 0.000 0.00 088 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 1,320.00 0.000 0.00 089 TACK COAT TON 700.0000 14,000.00 0.000 0.00 090 JOINTED PLAIN CONCRETE PAVEMENT CY 155.0000 1,906,500.00 0.000 0.00 091 SEAL PAVEMENT JOINT LF 2.4000 103,200.00 0.000 0.00 092 SEAL ISOLATION JOINT LF 7.5000 103,500.00 0.000 0.00 093 REPAIR SPALLED JOINTS SQYD 280.0000 50,400.00 0.000 0.00 094 FURNISH STEEL PILING (HP 10 X 42) LF 30.0000 18,570.00 0.000 0.00 095 DRIVE STEEL PILE (HP 10 X 42) EA 2,300.0000 25,300.00 0.000 0.00 096 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 90.0000 77,310.00 0.000 0.00 097 FURNISH PILING (CLASS 90) LF 22.0000 32,252.00 0.000 0.00 (ALTERNATIVE X) 098 DRIVE PILE (CLASS 90) (ALTERNATIVE X) EA 1,800.0000 59,400.00 0.000 0.00 099 FURNISH PILING (CLASS 140) LF 22.0000 33,462.00 0.000 0.00 (ALTERNATIVE X) 100 DRIVE PILE (CLASS 140) (ALTERNATIVE X) EA 2,400.0000 62,400.00 0.000 0.00 101 PRESTRESSING CAST-IN-PLACE CONCRETE LS 40,000.0000 40,000.00 0.000 0.00 102 TIEBACK ANCHOR EA 1,500.0000 237,000.00 0.000 0.00 103 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 400.0000 40,000.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 5 DATE 04/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 11:17 AM ESTIMATE NO. 04 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 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 STRUCTURAL CONCRETE, BRIDGE CY 600.0000 459,000.00 0.000 0.00 (F) 105 STRUCTURAL CONCRETE, RETAINING WALL CY 300.0000 976,800.00 0.000 0.00 (F) 106 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 41,500.00 0.000 0.00 (F) (TYPE N) 107 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 48,000.00 0.000 0.00 (TYPE R) 108 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 97,000.00 0.000 0.00 (F) 109 PAVING NOTCH EXTENSION CF 180.0000 10,260.00 0.000 0.00 110 ARCHITECTURAL TREATMENT (FLOWER PATTERN) SQFT 1.0000 39,365.00 0.000 0.00 (F) 111 DRILL AND BOND DOWEL LF 40.0000 3,200.00 0.000 0.00 112 RAPID SETTING CONCRETE (PATCH) CF 200.0000 12,000.00 0.000 0.00 113 JOINT SEAL (MR 1") LF 60.0000 4,500.00 0.000 0.00 114 JOINT SEAL (MR 2") LF 80.0000 6,560.00 0.000 0.00 115 BAR REINFORCING STEEL (BRIDGE) LB 0.7800 173,550.00 0.000 0.00 (F) 116 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 332,720.00 0.000 0.00 (F) 117 SHOTCRETE CY 450.0000 159,300.00 0.000 0.00 (F) 118 TREAT BRIDGE DECK SQFT 0.6000 10,650.00 0.000 0.00 (F) 119 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 80.0000 16,000.00 0.000 0.00 120 PUBLIC SAFETY PLAN LS 2,000.0000 2,000.00 0.000 0.00 121 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 2.0000 40,000.00 0.000 0.00 (F) WITH WALKWAY) 122 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 0.7500 15,000.00 0.000 0.00 (F) WITH WALKWAY) 123 FURNISH SIGN STRUCTURE (TRUSS) LB 3.0000 243,000.00 0.000 0.00 (F) 124 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 16,200.00 0.000 0.00 (F) 125 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 1.3000 6,500.00 0.000 0.00 (F) WITHOUT WALKWAY) 126 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 0.6000 3,000.00 0.000 0.00 (F) WITHOUT WALKWAY) 127 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 18.0000 35,280.00 0.000 0.00 128 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 18.0000 1,080.00 0.000 0.00 129 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 8,800.00 0.000 0.00 (0.063"-UNFRAMED) 130 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 3,740.00 0.000 0.00 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 6 DATE 04/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 11:17 AM ESTIMATE NO. 04 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 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 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 468.00 0.000 0.00 (0.063"-FRAMED) 132 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 3,920.00 0.000 0.00 (0.080"-FRAMED) 133 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 880.0000 15,840.00 0.000 0.00 (SIGN FOUNDATION) 134 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,000.0000 69,000.00 0.000 0.00 (SIGN FOUNDATION) 135 METAL (WALL MOUNTED SIGN) LB 34.0000 10,200.00 0.000 0.00 136 METAL (RAIL MOUNTED SIGN) LB 9.0000 25,200.00 0.000 0.00 137 ROADSIDE SIGN - ONE POST EA 325.0000 20,800.00 0.000 0.00 138 ROADSIDE SIGN - TWO POST EA 600.0000 7,200.00 0.000 0.00 139 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 1,950.00 0.000 0.00 METHOD) 140 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 15.0000 11,850.00 0.000 0.00 141 INSTALL ROADSIDE SIGN PANEL ON EA 230.0000 4,140.00 0.000 0.00 EXISTING POST 142 18" ALTERNATIVE PIPE CULVERT LF 62.0000 83,080.00 0.000 0.00 143 24" ALTERNATIVE PIPE CULVERT LF 90.0000 13,500.00 0.000 0.00 144 36" ALTERNATIVE PIPE CULVERT LF 98.0000 27,440.00 0.000 0.00 145 48" ALTERNATIVE PIPE CULVERT LF 137.0000 30,140.00 0.000 0.00 146 18" REINFORCED CONCRETE PIPE LF 252.0000 2,016.00 0.000 0.00 147 24" REINFORCED CONCRETE PIPE LF 140.0000 6,020.00 0.000 0.00 148 36" REINFORCED CONCRETE PIPE LF 223.0000 11,596.00 0.000 0.00 149 48" REINFORCED CONCRETE PIPE LF 269.0000 16,409.00 0.000 0.00 150 18" CORRUGATED STEEL PIPE (.064" THICK) LF 108.0000 8,100.00 0.000 0.00 151 24" CORRUGATED STEEL PIPE (.079" THICK) LF 425.0000 3,825.00 0.000 0.00 152 48" CORRUGATED STEEL PIPE (.079" THICK) LF 1,360.0000 16,320.00 0.000 0.00 153 3" PLASTIC PIPE LF 25.0000 6,000.00 0.000 0.00 154 18" ALTERNATIVE FLARED END SECTION EA 700.0000 2,100.00 0.000 0.00 155 18" AUTOMATIC DRAINAGE GATE EA 2,000.0000 4,000.00 0.000 0.00 156 24" PRECAST CONCRETE PIPE MANHOLE LF 200.0000 1,200.00 0.000 0.00 157 ROCK SLOPE PROTECTION CY 275.0000 9,900.00 0.000 0.00 (FACING, METHOD B) PROGRAM CAS145 PAGE 7 DATE 04/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 11:17 AM ESTIMATE NO. 04 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 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 SLOPE PAVING (CONCRETE) CY 600.0000 20,400.00 0.000 0.00 (F) 159 MINOR CONCRETE (CHANNEL LINING) CY 215.0000 43,000.00 0.000 0.00 160 ROCK SLOPE PROTECTION FABRIC SQYD 40.0000 3,840.00 0.000 0.00 161 MINOR CONCRETE (CURB) LF 32.0000 19,200.00 0.000 0.00 162 MINOR CONCRETE (GUTTER) LF 23.0000 89,930.00 0.000 0.00 (F) 163 MINOR CONCRETE (PATTERNED) CY 700.0000 98,000.00 0.000 0.00 164 MISCELLANEOUS IRON AND STEEL LB 1.2000 21,120.00 0.000 0.00 (F) 165 MISCELLANEOUS METAL (BRIDGE) LB 9.0000 18,000.00 0.000 0.00 (F) 166 CHAIN LINK FENCE (TYPE CL-6) LF 20.0000 40,600.00 0.000 0.00 167 5' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 3,000.00 0.000 0.00 168 6' CHAIN LINK GATE (TYPE CL-6) EA 1,050.0000 1,050.00 0.000 0.00 169 16' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 10,500.00 0.000 0.00 170 DELINEATOR (CLASS 1) EA 35.0000 6,300.00 0.000 0.00 171 METAL BEAM GUARD RAILING (WOOD POST) LF 25.0000 10,000.00 0.000 0.00 172 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 41,250.00 0.000 0.00 173 CHAIN LINK RAILING (TYPE 7) LF 67.0000 25,996.00 0.000 0.00 (F) 174 CABLE RAILING LF 9.0000 35,280.00 0.000 0.00 (F) 175 TRANSITION RAILING (TYPE WB) EA 3,000.0000 21,000.00 0.000 0.00 176 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 1,950.00 0.000 0.00 177 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 6,400.00 0.000 0.00 178 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 21,600.00 0.000 0.00 179 CONCRETE BARRIER (TYPE 60) LF 62.0000 35,340.00 0.000 0.00 180 CONCRETE BARRIER (TYPE 60D) LF 38.0000 31,388.00 0.000 0.00 (F) 181 CONCRETE BARRIER (TYPE 736) LF 75.0000 41,475.00 0.000 0.00 (F) 182 CONCRETE BARRIER (TYPE 736B) LF 105.0000 326,550.00 0.000 0.00 183 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4400 58,520.00 0.000 0.00 184 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 31,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 04/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 11:17 AM ESTIMATE NO. 04 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 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 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 13,825.00 0.000 0.00 186 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1800 38,520.00 121,344.000 21,841.92 187 PAINT PAVEMENT MARKING (2-COAT) SQFT 1.0000 1,220.00 0.000 0.00 188 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 8,970.00 4,294.000 4,294.00 189 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 21,400.00 2,541.000 5,082.00 190 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.040 400.00 0.130 1,300.00 SYSTEM ELEMENTS DURING CONSTRUCTION 191 LIGHTING AND SIGN ILLUMINATION LS 375,000.0000 375,000.00 0.000 0.00 192 CHANGEABLE MESSAGE SIGN (MODIFY) LS 15,000.0000 15,000.00 0.000 0.00 193 COMMUNICATION SYSTEM LS 180,000.0000 180,000.00 0.000 0.00 194 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 30.0000 14,100.00 0.000 0.00 (F) 195 BOOSTER PUMP ELECTRICAL SYSTEM LS 18,000.0000 18,000.00 0.000 0.00 196 TEMPORARY MICROWAVE VEHICLE LS 200,000.0000 200,000.00 0.000 0.00 DETECTION SYSTEM 197 TRAFFIC MONITORING STATION (LOCATION 1) LS 10,000.0000 10,000.00 0.000 0.00 198 TRAFFIC MONITORING STATION (LOCATION 2) LS 20,000.0000 20,000.00 0.000 0.00 199 TRAFFIC MONITORING STATION (LOCATION 3) LS 20,000.0000 20,000.00 0.000 0.00 200 CLOSED CIRCUIT TELEVISION SYSTEM LS 1,200.0000 1,200.00 0.000 0.00 (MODIFY (LOCATION 1) 201 CLOSED CIRCUIT TELEVISION SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 (MODIFY (LOCATION 2) 202 CLOSED CIRCUIT TELEVISION SYSTEM LS 45,000.0000 45,000.00 0.000 0.00 (MODIFY (LOCATION 3) 203 CLOSED CIRCUIT TELEVISION SYSTEM LS 1,200.0000 1,200.00 0.000 0.00 (MODIFY (LOCATION 4) 204 RAMP METERING SYSTEM (LOCATION 1A) LS 20,000.0000 20,000.00 0.000 0.00 205 RAMP METERING SYSTEM (LOCATION 2A) LS 29,000.0000 29,000.00 0.000 0.00 206 RAMP METERING SYSTEM (LOCATION 3A) LS 22,000.0000 22,000.00 0.000 0.00 207 RAMP METERING SYSTEM (LOCATION 1B) LS 20,000.0000 20,000.00 0.000 0.00 208 RAMP METERING SYSTEM (LOCATION 2B) LS 24,000.0000 24,000.00 0.000 0.00 209 RAMP METERING SYSTEM (LOCATION 3B) LS 23,000.0000 23,000.00 0.000 0.00 210 TEMPORARY COMMUNICATION SYSTEM LS 55,000.0000 55,000.00 0.000 0.00 211 TEMPORARY RAMP METERING SYSTEM LS 24,000.0000 24,000.00 0.000 0.00 (LOCATION 1A) (STAGE 1,2 AND 3) PROGRAM CAS145 PAGE 9 DATE 04/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 11:17 AM ESTIMATE NO. 04 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 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 TEMPORARY RAMP METERING SYSTEM LS 4,000.0000 4,000.00 0.000 0.00 (LOCATION 1A) (STAGE 4) 213 TEMPORARY RAMP METERING SYSTEM LS 6,000.0000 6,000.00 0.000 0.00 (LOCATION 1B) (STAGE 1 AND 2) 214 TEMPORARY RAMP METERING SYSTEM LS 14,000.0000 14,000.00 0.000 0.00 (LOCATION 1B) (STAGE 3) 215 TEMPORARY RAMP METERING SYSTEM LS 5,000.0000 5,000.00 0.000 0.00 (LOCATION 1B) (STAGE 4) 216 TEMPORARY RAMP METERING SYSTEM LS 34,000.0000 34,000.00 0.000 0.00 (LOCATION 2A) (STAGE 1) 217 TEMPORARY RAMP METERING SYSTEM LS 1,200.0000 1,200.00 0.000 0.00 (LOCATION 2A) (STAGE 2) 218 TEMPORARY RAMP METERING SYSTEM LS 3,000.0000 3,000.00 0.000 0.00 (LOCATION 2A) (STAGE 3) 219 TEMPORARY RAMP METERING SYSTEM LS 14,000.0000 14,000.00 0.000 0.00 (LOCATION 2B) (STAGE 1) 220 TEMPORARY RAMP METERING SYSTEM LS 3,000.0000 3,000.00 0.000 0.00 (LOCATION 2B) (STAGE 2) 221 TEMPORARY RAMP METERING SYSTEM LS 24,000.0000 24,000.00 0.000 0.00 (LOCATION 3A) (STAGE 1) 222 TEMPORARY RAMP METERING SYSTEM LS 1,200.0000 1,200.00 0.000 0.00 (LOCATION 3A) (STAGE 2) 223 TEMPORARY RAMP METERING SYSTEM LS 4,000.0000 4,000.00 0.000 0.00 (LOCATION 3A) (STAGE 3) 224 TEMPORARY RAMP METERING SYSTEM LS 19,000.0000 19,000.00 0.000 0.00 (LOCATION 3B) (STAGE 1) 225 TEMPORARY RAMP METERING SYSTEM LS 5,000.0000 5,000.00 0.000 0.00 (LOCATION 3B) (STAGE 2 AND 3) 226 COPPER THEFT PREVENTION LS 3,000.0000 3,000.00 0.000 0.00 227 SYSTEM TESTING AND DOCUMENTATION LS 8,000.0000 8,000.00 0.000 0.00 228 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 229 TEMPORARY CONCRETE WASHOUT BIN LS 20,000.0000 20,000.00 0.040 800.00 0.130 2,600.00 230 SAND BACKFILL CY 100.0000 1,200.00 0.000 0.00 231 6" DIA WELDED STEEL PIPE CASING LF 80.0000 6,000.00 0.000 0.00 (BRIDGE) 232 MINOR CONCRETE (CURB AND GUTTER) LF 60.0000 2,160.00 0.000 0.00 233 MINOR CONCRETE (CURB RAMP) LF 500.0000 3,000.00 0.000 0.00 234 CURB RAMP DETECTABLE WARNING SURFACE SQFT 35.0000 2,240.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 04/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F0404 TIME 11:17 AM ESTIMATE NO. 04 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 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 106,006.30 535,922.87 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 3,145.98 3,145.98 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 109,152.28 539,068.85 235 MOBILIZATION LS 390,000.0000 1,390,000.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 16,391,217.00 TOTAL WORK COMPLETED 109,152.28 539,068.85 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 109,152.28 539,068.85 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 02/14/14 70 0 0 0 3% 13% PROGRESS IS SATISFACTORY LINDQUIST, KARL RESIDENT ENGINEER PROGRAM CAS145 DATE 04/24/12