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 04/23/13 EST. NO.23 TIME 03:44 PM R.E. NAME: THOMAS, SHAHNA 03-3A0424 --------------------------------------------------------------------------- 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 0150 1,254.30 E.W. @ F.A.(+) 121012 N 0251.0 003 0001 -27,924.00 A.C. @ L.S.(-) 041513 N 0001 0 015 0049 720.72 E.W. @ F.A.(+) 010713 N 0337.0 019 0001 37,586.50 A.C. @ L.S.(+) 041513 N 0001 0 020 0018 4,832.76 E.W. @ F.A.(+) 110212 N SE1102 0019 2,402.37 110712 N SE1107 0023 7,719.73 112812 N SE1128 025 0007 621.25 E.W. @ F.A.(+) 031413 N 0356.0 0008 2,390.47 031813 N 0357.0 0009 3,835.51 031913 N 0358.0 0010 1,917.73 032013 N 0359.0 0011 3,835.51 032113 N 0360.0 0012 2,397.19 032213 N 0361.0 41,590.04 TOTAL THIS ESTIMATE 486,595.17 TOTAL PREVIOUS ESTIMATE 528,185.21 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 04/23/13 EST. NO.23 TIME 03:44 PM R.E. NAME: THOMAS, SHAHNA 03-3A0424 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING 2011 CEM4401 -10,000.00 06 RECVD 2011 CEM4401 10,000.00 08 OUTOFSPEC CLS 2 AB -1,590.75 14 0.00 -1,590.75 LABOR COMPLIANCE VIOLATION PER LTR DATED 11/11 -4,000.00 03 RETURN DEDUCT 11/11 4,000.00 04 PER LTR DATED 1/12 -10,000.00 05 PER LTR DATED 2/12 -5,000.00 06 PER LTR DATED 3/12 -5,000.00 07 PER LTR DATED 4/12 -5,000.00 08 RETURN DEDUCT 1/12 10,000.00 08 RETURN DEDUCT 2/12 5,000.00 09 RETURN DEDUCT 3/12 5,000.00 09 RETURN DEDUCT 4/12 5,000.00 09 PER LTR DATED 7/12 -3,000.00 11 RETURN 7/12 DEDUCT 3,000.00 14 PER LTR DATED 12/12 -6,000.00 17 RETURN DEDUCT 12/12 6,000.00 18 PER LTR DATED 2/13 -10,000.00 20 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -11,590.75 PROGRAM CAS145 PAGE 1 DATE 04/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A0424 TIME 03:44 PM ESTIMATE NO. 23 BID OPENING 05/10/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/13 R.E. NAME: THOMAS, SHAHNA DATE OF THIS ESTIMATE 04/23/13 LOCATION PROGRESS ESTIMATE 03-BUT-99-R32.4/R33.3 ----------------- VIKING CONSTRUCTION COMPANY IN BUTTE COUNTY IN CHICO FROM INC ROUTE 32 UNDERCROSSING TO EAST P O BOX 1508 FIRST AVENUE UNDERCROSSING RANCHO CORDOVA CA 95741 FED. AID NO. N O N E WIDEN ROADWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.500 5,000 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,000.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 1,425.0000 883,500.00 18.000 25,650.00 328.000 467,400 004 TEMPORARY FENCE (TYPE CL-6 MODIFIED) LF 10.0000 70,400.00 521.500 5,215.00 3,023.000 30,230 005 TEMPORARY FENCE (TYPE ESA) LF 3.0000 4,230.00 120.000 360.00 120.000 360 006 CONSTRUCTION SITE MANAGEMENT LS 1,500.0000 1,500.00 0.060 90.00 0.540 810 007 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.010 25.00 0.680 1,700 PREVENTION PLAN 008 PUBLIC SAFETY PLAN LS 7,500.0000 7,500.00 0.000 0 009 TEMPORARY FIBER ROLL LF 3.0000 1,050.00 2,461.000 7,383 010 TEMPORARY SILT FENCE LF 3.0000 19,050.00 3,062.000 9,186 011 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 12,000.00 9.000 27,000 012 TEMPORARY COVER SQYD 15.0000 9,450.00 1,401.500 21,022 013 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 5,500.00 2.000 500.00 12.000 3,000 014 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 7,500.0000 7,500.00 0.010 75.00 0.560 4,200 015 RAIN EVENT ACTION PLAN EA 500.0000 50,000.00 5.000 2,500.00 29.000 14,500 016 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 900.0000 54,000.00 5.000 4,500.00 57.000 51,300 018 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.670 13,400 019 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.010 1,000.00 0.620 62,000 020 TYPE III BARRICADE EA 100.0000 2,900.00 0.000 0 021 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.0000 1,000.00 127.000 635 022 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4000 18,320.00 25,269.000 10,107 PROGRAM CAS145 PAGE 2 DATE 04/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A0424 TIME 03:44 PM ESTIMATE NO. 23 BID OPENING 05/10/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/13 R.E. NAME: THOMAS, SHAHNA DATE OF THIS ESTIMATE 04/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 9,320.00 88.000 3,520 024 TRAFFIC PLASTIC DRUM EA 150.0000 12,450.00 0.000 0 025 TEMPORARY PAVEMENT MARKER EA 5.0000 18,685.00 3,244.000 16,220 026 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.010 150.00 0.500 7,500 027 TEMPORARY HOT MIX ASPHALT DIKE (TYPE A) LF 3.0000 2,100.00 0.000 0 028 TEMPORARY RAILING (TYPE K) LF 18.0000 385,200.00 17,000.000 306,000 029 TEMPORARY CRASH CUSHION MODULE EA 225.0000 31,500.00 0.000 0 030 TEMPORARY ALTERNATIVE CRASH CUSHION EA 12,000.0000 180,000.00 14.000 168,000 031 TEMPORARY TRAFFIC SCREEN LF 3.5000 74,900.00 8,420.000 29,470 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.5000 19,450.00 4,345.000 10,862 STRIPE (HAZARDOUS WASTE) 033 NATURAL RESOURCE PROTECTION PLAN LS 2,500.0000 2,500.00 0.870 2,175 034 CONTRACTOR SUPPLIED BIOLOGIST LS 10,000.0000 10,000.00 0.110 1,100.00 0.520 5,200 035 ABANDON PIPE LF 30.0000 5,760.00 56.000 1,680.00 278.000 8,340 036 ABANDON INLET EA 1,000.0000 5,000.00 3.000 3,000 037 REMOVE FENCE (TYPE BW) LF 10.0000 1,900.00 190.000 1,900 038 REMOVE CHAIN LINK FENCE LF 10.0000 7,400.00 782.250 7,822.50 1,191.250 11,912 039 REMOVE SINGLE THRIE BEAM BARRIER LF 7.0000 23,380.00 6,700.000 46,900 040 REMOVE METAL BEAM GUARD RAILING LF 20.0000 5,600.00 462.500 9,250 041 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 15,900.00 15,136.000 15,136 042 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 3,900.00 42.000 210 043 REMOVE ROADSIDE SIGN EA 200.0000 9,000.00 6.000 1,200 044 REMOVE SIGN STRUCTURE EA 5,000.0000 5,000.00 0.600 3,000 045 REMOVE ASPHALT CONCRETE PAVEMENT AND CY 75.0000 26,250.00 315.100 23,632 BASE 046 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 2,900.00 0.000 0 047 REMOVE PIPE LF 35.0000 4,900.00 0.000 0 048 REMOVE INLET EA 1,000.0000 4,000.00 2.000 2,000.00 3.000 3,000 049 REMOVE HEADWALL EA 1,500.0000 3,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 04/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A0424 TIME 03:44 PM ESTIMATE NO. 23 BID OPENING 05/10/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/13 R.E. NAME: THOMAS, SHAHNA DATE OF THIS ESTIMATE 04/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE DOWNDRAIN EA 500.0000 4,000.00 4.000 2,000.00 8.000 4,000 051 REMOVE BASE AND SURFACING SQYD 15.0000 7,500.00 0.000 0 052 RECONSTRUCT STONE BLOCK WALL LS 5,000.0000 5,000.00 0.000 0 053 RECONSTRUCT WOOD FENCE LS 2,500.0000 2,500.00 0.000 0 054 RESET GATE EA 1,000.0000 6,000.00 0.000 0 055 RELOCATE ROADSIDE SIGN EA 200.0000 4,200.00 5.000 1,000 056 RELOCATE SIGN STRUCTURE EA 10,000.0000 10,000.00 1.000 10,000.00 1.000 10,000 057 ADJUST FRAME AND GRATE TO GRADE EA 800.0000 800.00 0.000 0 058 MODIFY INLET EA 1,500.0000 4,500.00 0.000 0 059 MODIFY MANHOLE EA 1,500.0000 3,000.00 1.000 1,500 060 MODIFY CHAIN LINK FENCE LF 20.0000 1,320.00 0.000 0 061 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.0000 14,160.00 0.000 0 062 REMOVE CONCRETE CY 200.0000 6,200.00 0.000 0 063 REMOVE CONCRETE CURB LF 15.0000 5,850.00 0.000 0 064 REMOVE CONCRETE (CURB AND GUTTER) LF 20.0000 480.00 0.000 0 065 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2500 25,713.25 0.000 0 066 ACCESS OPENING, SOFFIT EA 1,200.0000 21,600.00 0.000 0 067 SOFFIT OPENING, EXTENSION EA 1,500.0000 27,000.00 0.000 0 068 CAP INLET EA 2,000.0000 4,000.00 0.000 0 069 BRIDGE REMOVAL (PORTION) LS 400,000.0000 400,000.00 0.060 24,000.00 0.970 388,000 070 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 0.020 4,000.00 0.950 190,000 071 ROADWAY EXCAVATION CY 26.0000 670,800.00 3,286.000 85,436 072 ROADWAY EXCAVATION (TYPE Y-1) CY 40.0000 156,400.00 3,079.000 123,160 (AERIALLY DEPOSITED LEAD) 073 ROADWAY EXCAVATION (TYPE Y-2) CY 40.0000 5,600.00 35.000 1,400 (AERIALLY DEPOSITED LEAD) 074 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 075 ADL BURIAL LOCATION REPORT LS 2,500.0000 2,500.00 0.000 0 076 STRUCTURE EXCAVATION (BRIDGE) CY 75.0000 236,775.00 19.500 1,462.50 3,157.000 236,775 (F) PROGRAM CAS145 PAGE 4 DATE 04/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A0424 TIME 03:44 PM ESTIMATE NO. 23 BID OPENING 05/10/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/13 R.E. NAME: THOMAS, SHAHNA DATE OF THIS ESTIMATE 04/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (TYPE D) CY 350.0000 329,700.00 942.000 329,700 (F) 078 STRUCTURE EXCAVATION (RETAINING WALL) CY 75.0000 16,950.00 226.000 16,950 (F) 079 STRUCTURE BACKFILL (BRIDGE) CY 25.0000 72,100.00 15.170 379.25 2,638.500 65,962 (F) 080 STRUCTURE BACKFILL (RETAINING WALL) CY 25.0000 6,100.00 122.000 3,050 (F) 081 EARTH RETAINING STRUCTURE SQFT 45.0000 1,060,200.00 1,178.000 53,010 (F) 082 HIGHWAY PLANTING LS 65,000.0000 65,000.00 0.000 0 083 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1500 8,040.00 67,000.000 10,050 (SQFT) 084 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.2000 10,420.00 0.000 0 085 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 0.000 0 086 IRRIGATION SYSTEM LS 175,000.0000 175,000.00 0.110 19,250 087 IRRIGATION SLEEVE LF 45.0000 3,645.00 52.000 2,340 088 8" CORRUGATED HIGH DENSITY LF 55.0000 11,000.00 0.000 0 POLYETHYLENE PIPE CONDUIT 089 EXTEND 6" CONDUIT LF 70.0000 13,300.00 0.000 0 090 CLASS 2 AGGREGATE BASE CY 36.0000 619,200.00 6,077.000 218,772 091 HOT MIX ASPHALT (TYPE A) TON 80.0000 1,040,000.00 5,343.040 427,443 092 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 80.0000 358,400.00 0.000 0 093 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 150.00 0.000 0 094 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 3,930.00 0.000 0 095 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 75.00 0.000 0 096 PLACE HOT MIX ASPHALT SQYD 15.0000 18,600.00 0.000 0 (MISCELLANEOUS AREA) 097 CONTRAST TREATMENT (STAMPED ASPHALT SQYD 30.0000 35,100.00 0.000 0 CONCRETE) 098 TACK COAT TON 10.0000 250.00 0.000 0 099 GRIND EXISTING CONCRETE SQYD 50.0000 71,000.00 0.000 0 PAVEMENT 100 FURNISH STEEL PILING (HP 14 X 89) LF 50.0000 207,550.00 4,133.000 206,650 101 DRIVE STEEL PILE (HP 14 X 89) EA 2,000.0000 246,000.00 123.000 246,000 102 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 120.0000 106,800.00 0.000 0 103 16" CAST-IN-DRILLED-HOLE CONCRETE LF 50.0000 740,000.00 1,120.000 56,000.00 1,120.000 56,000 PILING (SOUND WALL) PROGRAM CAS145 PAGE 5 DATE 04/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A0424 TIME 03:44 PM ESTIMATE NO. 23 BID OPENING 05/10/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/13 R.E. NAME: THOMAS, SHAHNA DATE OF THIS ESTIMATE 04/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 24" CAST-IN-DRILLED-HOLE CONCRETE LF 90.0000 65,700.00 0.000 0 PILING (SOUND WALL) 105 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 600.0000 664,800.00 41.130 24,678.00 1,108.000 664,800 (F) 106 STRUCTURAL CONCRETE, BRIDGE CY 500.0000 2,178,500.00 294.500 147,250.00 3,662.790 1,831,395 (F) 107 STRUCTURAL CONCRETE, RETAINING WALL CY 550.0000 50,600.00 89.570 49,263 (F) 108 STRUCTURAL CONCRETE, BARRIER SLAB CY 675.0000 523,800.00 0.000 0 (F) 109 STRUCTURAL CONCRETE, APPROACH SLAB CY 650.0000 211,250.00 163.300 106,145 (F) (TYPE N) 110 MINOR CONCRETE (MINOR STRUCTURE) CY 2,500.0000 95,750.00 0.000 0 (F) 111 DIAPHRAGM BOLSTER EA 3,000.0000 54,000.00 0.000 0 112 ARCHITECTURAL SURFACE SQFT 40.0000 39,160.00 979.000 39,160 (F) (FRACTURED RIB TEXTURE) 113 DRILL AND BOND DOWEL LF 25.0000 37,050.00 562.500 14,062 114 CLEAN EXPANSION JOINT LF 15.0000 8,205.00 0.000 0 115 REFINISH BRIDGE DECK SQFT 30.0000 6,780.00 0.000 0 116 FURNISH POLYESTER CONCRETE OVERLAY CF 80.0000 617,200.00 0.000 0 117 PLACE POLYESTER CONCRETE OVERLAY SQFT 1.2000 123,423.60 0.000 0 118 CORE CONCRETE (6") LF 400.0000 79,200.00 0.000 0 119 CORE CONCRETE (9") LF 850.0000 4,250.00 0.000 0 120 SOUND WALL (CAST-IN-PLACE) SQFT 27.0000 1,822,500.00 0.000 0 121 JOINT SEAL (MR 1") LF 30.0000 9,390.00 0.000 0 122 JOINT SEAL (MR 1 1/2") LF 45.0000 31,635.00 0.000 0 123 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 1,664,795.00 99,367.000 99,367.00 1,508,387.000 1,508,387 (F) 124 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 41,307.00 19,486.000 19,486 (F) 125 BAR REINFORCING STEEL (SOUND WALL) LB 1.0000 26,494.00 0.000 0 (F) 126 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 339,068.00 11,029.000 44,116 (F) 127 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 21,191.75 8,272.000 2,068 (F) 128 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 3,000.00 0.000 0 (0.063"-UNFRAMED) 129 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 3,360.00 0.000 0 (0.080"-UNFRAMED) 130 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 3,200.00 0.000 0 (0.080"-FRAMED) PROGRAM CAS145 PAGE 6 DATE 04/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A0424 TIME 03:44 PM ESTIMATE NO. 23 BID OPENING 05/10/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/13 R.E. NAME: THOMAS, SHAHNA DATE OF THIS ESTIMATE 04/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 600.0000 6,600.00 11.000 6,600.00 11.000 6,600 (SIGN FOUNDATION) 132 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 800.0000 16,800.00 21.000 16,800 (SIGN FOUNDATION) 133 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,000.0000 75,000.00 75.000 75,000 (SIGN FOUNDATION) 134 METAL (BARRIER MOUNTED SIGN) LB 12.0000 4,920.00 0.000 0 135 METAL (SOUND WALL MOUNTED SIGN) LB 12.0000 5,760.00 0.000 0 136 ROADSIDE SIGN - ONE POST EA 250.0000 6,000.00 0.000 0 137 ROADSIDE SIGN - TWO POST EA 750.0000 2,250.00 0.000 0 138 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 500.00 0.000 0 METHOD) 139 INSTALL ROADSIDE SIGN PANEL ON BRIDGE EA 1,000.0000 2,000.00 0.000 0 140 INSTALL ROADSIDE SIGN PANEL ON SOUNDWALL EA 1,000.0000 1,000.00 0.000 0 141 12" PLASTIC PIPE LF 110.0000 3,520.00 0.000 0 142 18" PLASTIC PIPE LF 125.0000 41,750.00 348.500 43,562.50 373.500 46,687 143 18" REINFORCED CONCRETE PIPE LF 130.0000 14,040.00 0.000 0 144 24" REINFORCED CONCRETE PIPE LF 200.0000 24,400.00 59.000 11,800 145 JACKED 18" REINFORCED CONCRETE PIPE LF 600.0000 70,200.00 80.000 48,000 (CLASS III) 146 8" CORRUGATED STEEL PIPE (.064" THICK) LF 150.0000 1,350.00 9.000 1,350 147 18" PLASTIC PIPE DOWNDRAIN LF 75.0000 36,000.00 18.000 1,350 148 18" ANCHOR ASSEMBLY EA 450.0000 32,400.00 0.000 0 149 36" CORRUGATED STEEL PIPE INLET LF 500.0000 3,000.00 0.000 0 (.138" THICK) 150 18" CONCRETE FLARED END SECTION EA 900.0000 5,400.00 0.000 0 151 24" CONCRETE FLARED END SECTION EA 900.0000 1,800.00 0.000 0 152 18" PLASTIC FLARED END SECTION EA 500.0000 9,500.00 0.000 0 153 24" PRECAST CONCRETE PIPE MANHOLE LF 600.0000 4,200.00 7.000 4,200 154 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 125.0000 132,500.00 398.000 49,750 155 ROCK SLOPE PROTECTION CY 150.0000 64,500.00 22.800 3,420.00 22.800 3,420 (BACKING NO. 1, METHOD B) 156 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 5,580.00 80.400 160.80 1,140.400 2,280 157 MINOR CONCRETE (CURB) CY 1,200.0000 9,600.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 04/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A0424 TIME 03:44 PM ESTIMATE NO. 23 BID OPENING 05/10/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/13 R.E. NAME: THOMAS, SHAHNA DATE OF THIS ESTIMATE 04/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 MINOR CONCRETE (CURB AND GUTTER) CY 450.0000 31,050.00 0.000 0 159 MINOR CONCRETE (DRIVEWAY) CY 550.0000 6,050.00 0.000 0 160 MINOR CONCRETE (GUTTER) CY 550.0000 4,180.00 0.000 0 161 MINOR CONCRETE (STAMPED CONCRETE) SQYD 150.0000 19,500.00 0.000 0 162 MINOR CONCRETE (SIDEWALK) CY 450.0000 54,000.00 0.000 0 163 MISCELLANEOUS IRON AND STEEL LB 2.0000 17,130.00 177.000 354 (F) 164 MISCELLANEOUS METAL LB 5.0000 33,825.00 0.000 0 (F) (RESTRAINER - PIPE TYPE) 165 MISCELLANEOUS METAL LB 3.5000 160,433.00 10,000.000 35,000 (F) (RESTRAINER - CABLE TYPE) 166 MISCELLANEOUS METAL (BRIDGE) LB 5.0000 4,955.00 991.000 4,955 (F) 167 BRIDGE DECK DRAINAGE SYSTEM LB 6.0000 96,078.00 9,437.000 56,622 (F) 168 FENCE (TYPE BW, METAL POST) LF 25.0000 4,750.00 0.000 0 169 CHAIN LINK FENCE (TYPE CL-6) LF 15.0000 6,000.00 0.000 0 170 WOOD FENCE LF 100.0000 7,900.00 0.000 0 171 12' CHAIN LINK GATE (TYPE CL-6) EA 2,000.0000 4,000.00 0.000 0 172 CONCRETE BARRIER DELINEATOR (16-INCH) EA 50.0000 550.00 0.000 0 173 DELINEATOR (CLASS 1) EA 50.0000 400.00 0.000 0 174 OBJECT MARKER (TYPE K-1) EA 50.0000 100.00 0.000 0 175 OBJECT MARKER (TYPE L-1) EA 50.0000 150.00 2.000 100.00 2.000 100 176 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.0000 51,750.00 0.000 0 177 DOUBLE THRIE BEAM BARRIER LF 50.0000 76,500.00 1,511.000 75,550 178 TRANSITION RAILING (TYPE WB) EA 3,500.0000 3,500.00 0.000 0 179 TRANSITION RAILING (TYPE DTB) EA 4,000.0000 16,000.00 4.000 16,000 180 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 0.000 0 181 CONCRETE BARRIER (TYPE 60A MODIFIED) LF 60.0000 56,160.00 936.000 56,160 (F) 182 CONCRETE BARRIER (TYPE 60) LF 45.0000 72,450.00 1,581.000 71,145 183 CONCRETE BARRIER (TYPE 60E) LF 200.0000 22,000.00 105.000 21,000 184 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 95.0000 337,915.00 0.000 0 (F) PROGRAM CAS145 PAGE 8 DATE 04/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A0424 TIME 03:44 PM ESTIMATE NO. 23 BID OPENING 05/10/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/13 R.E. NAME: THOMAS, SHAHNA DATE OF THIS ESTIMATE 04/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 95.0000 9,310.00 0.000 0 (F) 186 CONCRETE BARRIER TYPE 736SV (MOD) LF 160.0000 627,200.00 392.000 62,720.00 588.000 94,080 187 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 15,600.00 0.000 0 188 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,830.00 0.000 0 189 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 4,210.00 0.000 0 (BROKEN 12-3) 190 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 10,620.00 0.000 0 191 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 95.00 0.000 0 (BROKEN 6-1) 192 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 89.00 0.000 0 (BROKEN 12-3) 193 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 4,950.00 0.000 0 (BROKEN 36-12) 194 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 1,345.00 0.000 0 (BROKEN 17-7) 195 PARKING BUMPER (PRECAST CONCRETE) EA 100.0000 100.00 0.000 0 196 PAVEMENT MARKER (NON-REFLECTIVE) EA 5.0000 195.00 0.000 0 197 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 8,400.00 0.000 0 198 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 199 SIGNAL AND LIGHTING (LOCATION 1) LS 170,000.0000 170,000.00 0.032 5,440.00 0.488 82,960 200 SIGNAL AND LIGHTING (LOCATION 2) LS 120,000.0000 120,000.00 0.357 42,840 201 SIGNAL AND LIGHTING (CITY) LS 25,000.0000 25,000.00 0.340 8,500 202 OVERHEIGHT VEHICLE DETECTION SYSTEM LS 400,000.0000 400,000.00 0.000 0 (STAGE CONSTRUCTION) 203 LIGHTING (CITY STREET) LS 100,000.0000 100,000.00 0.600 60,000 204 LIGHTING AND SIGN ILLUMINATION LS 250,000.0000 250,000.00 0.030 7,500.00 0.465 116,250 205 TRAFFIC MONITORING STATION (REMOVAL) LS 5,000.0000 5,000.00 0.000 0 206 RAMP METERING SYSTEM LS 115,000.0000 115,000.00 0.542 62,330 PROGRAM CAS145 PAGE 9 DATE 04/23/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A0424 TIME 03:44 PM ESTIMATE NO. 23 BID OPENING 05/10/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/18/13 R.E. NAME: THOMAS, SHAHNA DATE OF THIS ESTIMATE 04/23/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 551,307.55 9,455,578.60 ADJUSTMENT OF COMPENSATION 9,662.50 225,671.14 EXTRA WORK 31,927.54 302,514.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 592,897.59 9,983,763.81 207 MOBILIZATION LS 2,350,000.0000 2,350,000.00 0.950 2,232,500 ORIGINAL CONTRACT AMOUNT 23,853,752.60 TOTAL WORK COMPLETED 592,897.59 12,216,263.81 MATERIALS ON HAND ON SITE 404,083.71 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -11,590.75 TOTAL 592,897.59 12,608,756.77 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 08/05/11 870 09/15/11 11/03/11 07/14/14 310 50 0 0 51% 36% PROGRESS IS SATISFACTORY THOMAS, SHAHNA RESIDENT ENGINEER PROGRAM CAS145 DATE 04/23/13