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 04/24/13 EST. NO.05 TIME 04:33 PM R.E. NAME: HATTON, CURT 06-442624 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 04/24/13 EST. NO.05 TIME 04:33 PM R.E. NAME: HATTON, CURT 06-442624 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 05 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 04/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442624 TIME 04:33 PM ESTIMATE NO. 05 BID OPENING 09/07/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: HATTON, CURT DATE OF THIS ESTIMATE 04/24/13 LOCATION PROGRESS ESTIMATE 06-FRE-99-26.7/R31.6 ----------------- 06-MAD-99-R0.0/R1.6 MCM CONSTRUCTION INC IN FRESNO AND MADERA COUNTIES IN P O BOX 620 AND NEAR FRESNO FROM 0.2 MILE NORTH NORTH HIGHLANDS CA 956600620 OF ASHLAN AVENUE OVERCROSSING TO 0.6 MILE NORTH OF ASHLAN AVENUE 7 OVERCROSSING FED. AID NO. N O N E WIDEN FREEWAY AND REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 15,000.0000 15,000.00 0.250 3,750 002 TEMPORARY FENCE (TYPE ESA) LF 5.0000 72,500.00 850.000 4,250.00 12,680.000 63,400 003 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.037 1,850.00 0.051 2,550 004 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.510 2,550 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 4.0000 24,800.00 425.000 1,700.00 2,625.000 10,500 006 TEMPORARY SILT FENCE LF 4.0000 11,600.00 440.000 1,760.00 1,652.000 6,608 007 TEMPORARY CONSTRUCTION ENTRANCE EA 7,500.0000 75,000.00 1.000 7,500.00 2.000 15,000 008 MOVE-IN/MOVE-OUT EA 600.0000 4,800.00 0.000 0 (TEMPORARY EROSION CONTROL) 009 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 30,000.00 16.000 8,000.00 20.000 10,000 010 TEMPORARY HYDRAULIC MULCH SQYD 0.6500 15,860.00 0.000 0 (POLYMER STABILIZED FIBER MATRIX) 011 STREET SWEEPING LS 20,000.0000 20,000.00 0.037 740.00 0.051 1,020 012 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 25,000.0000 25,000.00 0.000 0 013 RAIN EVENT ACTION PLAN EA 500.0000 60,000.00 2.000 1,000.00 4.000 2,000 014 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 0.000 0 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 14,000.00 0.000 0 016 TIME-RELATED OVERHEAD (WDAY) WDAY 4,000.0000 2,360,000.00 8.000 32,000 017 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.014 210 018 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.041 4,100.00 0.051 5,100 019 TYPE III BARRICADE EA 100.0000 1,100.00 0.000 0 020 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 8,000.00 33.000 1,320.00 33.000 1,320 021 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.041 410.00 0.051 510 022 TEMPORARY RAILING (TYPE K) LF 10.5000 541,800.00 10,440.000 109,620.00 10,480.000 110,040 PROGRAM CAS145 PAGE 2 DATE 04/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442624 TIME 04:33 PM ESTIMATE NO. 05 BID OPENING 09/07/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: HATTON, CURT DATE OF THIS ESTIMATE 04/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION MODULE EA 350.0000 42,000.00 56.000 19,600.00 56.000 19,600 024 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.4500 5,708.50 0.000 0 STRIPE (HAZARDOUS WASTE) 025 ABANDON CULVERT (LF) LF 14.0000 12,180.00 0.000 0 026 REMOVE FENCE LF 2.0000 9,680.00 2,966.000 5,932 027 REMOVE DOUBLE THRIE BEAM BARRIER LF 10.0000 1,400.00 175.000 1,750.00 175.000 1,750 028 REMOVE SINGLE THRIE BEAM BARRIER LF 3.7000 96,200.00 5,354.000 19,809.80 5,354.000 19,809 029 REMOVE METAL BEAM GUARD RAILING LF 5.0000 4,250.00 406.250 2,031 030 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 37,450.00 0.000 0 031 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 18,280.00 4,924.000 1,969.60 4,924.000 1,969 032 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 9.0000 1,170.00 0.000 0 033 REMOVE PAVEMENT MARKER EA 1.0000 7,800.00 245.000 245.00 245.000 245 034 REMOVE ROADSIDE SIGN EA 200.0000 1,800.00 0.000 0 035 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 22,400.00 1,258.000 2,516.00 1,452.000 2,904 036 REMOVE CULVERT (LF) LF 13.0000 6,760.00 84.000 1,092.00 104.000 1,352 037 REMOVE INLET EA 750.0000 3,750.00 1.000 750.00 1.000 750 038 REMOVE DELINEATOR EA 20.0000 100.00 0.000 0 039 RECONSTRUCT METAL BEAM GUARD RAILING LF 19.0000 9,120.00 0.000 0 040 RESET ROADSIDE SIGN EA 300.0000 4,800.00 0.000 0 041 RELOCATE ROADSIDE SIGN EA 400.0000 2,000.00 0.000 0 042 ADJUST INLET EA 2,100.0000 37,800.00 0.000 0 043 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 169,600.00 38,152.610 76,305.22 38,152.610 76,305 044 REMOVE CONCRETE BARRIER LF 60.0000 6,000.00 122.000 7,320.00 122.000 7,320 045 BRIDGE REMOVAL LS 250,000.0000 250,000.00 0.100 25,000.00 0.100 25,000 046 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 0.100 10,000.00 0.500 50,000 047 ROADWAY EXCAVATION CY 16.0000 788,800.00 6,189.000 99,024.00 18,937.350 302,997 048 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.000 0 049 SHOULDER BACKING TON 25.0000 15,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 04/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442624 TIME 04:33 PM ESTIMATE NO. 05 BID OPENING 09/07/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: HATTON, CURT DATE OF THIS ESTIMATE 04/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (BRIDGE) CY 60.0000 89,520.00 38.000 2,280.00 38.000 2,280 (F) 051 STRUCTURE BACKFILL (BRIDGE) CY 60.0000 40,560.00 0.000 0 (F) 052 SAND BACKFILL CY 30.0000 4,500.00 0.000 0 053 CONCRETE BACKFILL CY 100.0000 36,000.00 0.000 0 054 DITCH EXCAVATION CY 11.0000 34,540.00 3,133.000 34,463.00 3,133.000 34,463 055 HIGHWAY PLANTING LS 100,000.0000 100,000.00 0.014 1,400.00 0.014 1,400 056 EROSION CONTROL (COMPOST BLANKET) CY 77.0000 74,690.00 0.000 0 057 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.1500 2,265.00 0.000 0 058 ROLLED EROSION CONTROL PRODUCT SQFT 0.5200 7,852.00 0.000 0 (NETTING) 059 PLANT (GROUP W) EA 14.0000 1,386.00 0.000 0 060 MAINTAIN EXISTING PLANTED AREAS LS 100,000.0000 100,000.00 0.000 0 061 PLANT ESTABLISHMENT WORK LS 250,000.0000 250,000.00 0.000 0 062 MAINTAIN EXISTING IRRIGATION FACILITIES LS 50,000.0000 50,000.00 0.000 0 063 IRRIGATION SYSTEM LS 300,000.0000 300,000.00 0.234 70,200.00 0.234 70,200 064 WATER METER EA 3,000.0000 6,000.00 0.000 0 065 8" WELDED STEEL PIPE CONDUIT LF 74.0000 22,940.00 0.000 0 (.250" THICK) 066 12" WELDED STEEL PIPE CONDUIT LF 94.0000 12,220.00 0.000 0 (.250" THICK) 067 BOOSTER PUMP EA 20,000.0000 40,000.00 0.000 0 068 CLASS 2 AGGREGATE BASE (CY) CY 34.0000 731,000.00 561.000 19,074.00 561.000 19,074 069 HOT MIX ASPHALT TON 77.0000 5,751,900.00 8,751.290 673,849.33 10,152.210 781,720 070 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 071 RUMBLE STRIP STA 18.0000 4,860.00 0.000 0 072 DATA CORE LS 11,000.0000 11,000.00 0.000 0 073 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.5000 3,875.00 0.000 0 074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.5000 900.00 0.000 0 075 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.5000 20,900.00 0.000 0 076 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.5000 1,875.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 04/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442624 TIME 04:33 PM ESTIMATE NO. 05 BID OPENING 09/07/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: HATTON, CURT DATE OF THIS ESTIMATE 04/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE HMA DIKE (TYPE MOD) LF 2.5000 750.00 0.000 0 078 PLACE HOT MIX ASPHALT SQYD 7.0000 29,120.00 0.000 0 (MISCELLANEOUS AREA) 079 TACK COAT TON 1.0000 33.00 2.000 2.00 2.000 2 080 CONTINUOUSLY REINFORCED CONCRETE CY 275.0000 816,750.00 0.000 0 PAVEMENT 081 CONTINUOUSLY REINFORCED CONCRETE LF 185.0000 3,515.00 0.000 0 PAVEMENT (TERMINAL JOINT, TYPE A) 082 CONTINUOUSLY REINFORCED CONCRETE LF 65.0000 5,785.00 0.000 0 PAVEMENT (TERMINAL JOINT, TYPE E) 083 CONTINUOUSLY REINFORCED CONCRETE LF 62.0000 5,518.00 0.000 0 PAVEMENT (EXPANSION JOINT, TYPE AN) 084 SEAL PAVEMENT JOINT LF 5.0000 50,500.00 0.000 0 085 DOWEL BAR (DRILL AND BOND) LF 45.0000 16,200.00 0.000 0 086 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 490.0000 940,800.00 0.000 0 087 FURNISH 74.5" CAST-IN-STEEL-SHELL LF 725.0000 3,258,875.00 344.000 249,400.00 580.000 420,500 CONCRETE PILING (1.25" THICK) 088 DRIVE 74.5" CAST-IN-STEEL-SHELL CONCRETE EA 100,000.0000 2,500,000.00 1.000 100,000.00 2.000 200,000 PILE (1.25" THICK) 089 FURNISH 48" CAST-IN-STEEL-SHELL CONCRETE LF 378.0000 202,608.00 544.000 205,632 PILING (1" THICK) 090 DRIVE 48" CAST-IN-STEEL-SHELL CONCRETE EA 80,000.0000 320,000.00 4.000 320,000 PILE (1" THICK) 091 FURNISH PILING (CLASS 140) LF 40.0000 304,560.00 7,614.000 304,560 (ALTERNATIVE W) 092 DRIVE PILE (CLASS 140) EA 2,000.0000 190,000.00 0.000 0 (ALTERNATIVE W) 093 PRESTRESSING CAST-IN-PLACE CONCRETE LS 500,000.0000 500,000.00 0.000 0 094 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 350.0000 93,800.00 0.000 0 (F) 095 STRUCTURAL CONCRETE, BRIDGE CY 520.0000 6,117,280.00 40.000 20,800.00 40.000 20,800 (F) 096 STRUCTURAL CONCRETE, RETAINING WALL CY 500.0000 205,000.00 0.000 0 097 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 176,500.00 0.000 0 (F) (TYPE N) 098 MINOR CONCRETE (MINOR STRUCTURE) CY 1,600.0000 195,200.00 1.950 3,120.00 2.910 4,656 (F) 099 CONCRETE SURFACE TEXTURE SQFT 10.0000 57,740.00 0.000 0 (F) 100 REFINISH BRIDGE DECK SQFT 8.0000 26,520.00 0.000 0 101 PTFE SPHERICAL BEARING EA 4,000.0000 72,000.00 0.000 0 102 JOINT SEAL (MR 1 1/2") LF 70.0000 6,230.00 0.000 0 103 JOINT SEAL ASSEMBLY (MR 7") LF 700.0000 97,300.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 04/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442624 TIME 04:33 PM ESTIMATE NO. 05 BID OPENING 09/07/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: HATTON, CURT DATE OF THIS ESTIMATE 04/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 JOINT SEAL ASSEMBLY (MR 8") LF 700.0000 97,300.00 0.000 0 105 BAR REINFORCING STEEL (BRIDGE) LB 0.9500 2,489,580.45 8,910.000 8,464.50 8,910.000 8,464 (F) 106 BAR REINFORCING STEEL (RETAINING WALL) LB 1.6000 53,600.00 0.000 0 107 FURNISH SIGN STRUCTURE (TRUSS) LB 3.9000 351,000.00 0.000 0 108 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2600 23,400.00 0.000 0 109 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 28.0000 26,040.00 0.000 0 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 384.00 0.000 0 (0.080"-UNFRAMED) 111 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 1,200.00 0.000 0 (0.080"-FRAMED) 112 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 850.0000 15,300.00 0.000 0 (SIGN FOUNDATION) 113 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 800.0000 96,000.00 0.000 0 (SIGN FOUNDATION) 114 METAL (RAIL MOUNTED SIGN) LB 15.0000 3,600.00 0.000 0 115 ROADSIDE SIGN - TWO POST EA 500.0000 1,000.00 0.000 0 116 CLEAN AND THERMAL SPRAY COAT STEEL LS 10,000.0000 10,000.00 0.000 0 PILING 117 PREPARE AND STAIN CONCRETE SQFT 1.1500 189,750.00 0.000 0 118 18" REINFORCED CONCRETE PIPE LF 70.0000 40,600.00 46.000 3,220.00 123.000 8,610 119 24" REINFORCED CONCRETE PIPE LF 80.0000 56,000.00 0.000 0 120 36" REINFORCED CONCRETE PIPE LF 100.0000 508,000.00 245.500 24,550.00 261.500 26,150 121 8" CORRUGATED STEEL PIPE (.064" THICK) LF 60.0000 4,380.00 0.000 0 122 24" CORRUGATED STEEL PIPE (.064" THICK) LF 85.0000 680.00 0.000 0 123 10" WELDED STEEL PIPE CASING (BRIDGE) LF 130.0000 10,400.00 0.000 0 124 24" WELDED STEEL PIPE CASING (BRIDGE) LF 170.0000 13,600.00 0.000 0 125 24" STEEL FLARED END SECTION EA 825.0000 825.00 0.000 0 126 24" CONCRETE FLARED END SECTION EA 1,250.0000 2,500.00 0.000 0 127 36" CONCRETE FLARED END SECTION EA 1,700.0000 3,400.00 0.000 0 128 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 100.0000 91,000.00 0.000 0 (CY) 129 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 6.0000 10,620.00 0.000 0 130 MINOR CONCRETE (CURB) (CY) CY 450.0000 14,400.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 04/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442624 TIME 04:33 PM ESTIMATE NO. 05 BID OPENING 09/07/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: HATTON, CURT DATE OF THIS ESTIMATE 04/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MISCELLANEOUS IRON AND STEEL LB 1.6000 28,166.40 652.000 1,043.20 978.000 1,564 (F) 132 BRIDGE DECK DRAINAGE SYSTEM LB 3.0000 87,891.00 0.000 0 (F) 133 WELL INVESTIGATION LF 60.0000 12,600.00 0.000 0 134 WATER WELL CONSTRUCTION LF 300.0000 63,000.00 0.000 0 135 WELL VIDEO LF 6.0000 1,260.00 0.000 0 136 WATER QUALITY TESTING LS 10,000.0000 10,000.00 0.000 0 137 WELL DEVELOPMENT LS 10,000.0000 10,000.00 0.000 0 138 TESTING WELL LS 4,000.0000 4,000.00 0.000 0 139 WELL SCREEN LF 200.0000 6,000.00 0.000 0 140 WATER WELL EQUIPMENT LS 40,000.0000 40,000.00 0.000 0 141 PIPES, FITTINGS, VALVES, AND LS 30,000.0000 30,000.00 0.000 0 APPURTNENACES 142 CHAIN LINK FENCE (TYPE CL-6) LF 9.5500 36,385.50 0.000 0 143 8' CHAIN LINK GATE (TYPE CL-6) EA 600.0000 6,000.00 0.000 0 144 DELINEATOR (CLASS 1) EA 60.0000 3,300.00 0.000 0 145 METAL BEAM GUARD RAILING (STEEL POST) LF 30.0000 15,900.00 0.000 0 146 METAL BEAM GUARD RAILING (7'STEEL POST) LF 27.0000 3,780.00 0.000 0 147 SINGLE THRIE BEAM BARRIER LF 32.0000 8,000.00 0.000 0 148 TRANSITION RAILING (TYPE STB) EA 2,700.0000 2,700.00 0.000 0 149 TRANSITION RAILING (TYPE WB) EA 2,700.0000 10,800.00 0.000 0 150 END CAP (TYPE TC) EA 100.0000 100.00 0.000 0 151 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 3,500.00 0.000 0 152 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,700.0000 2,700.00 0.000 0 153 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,478.0000 9,912.00 0.000 0 154 CONCRETE BARRIER (TYPE 60C) LF 92.0000 774,640.00 0.000 0 155 CONCRETE BARRIER (TYPE 60D) LF 38.0000 28,500.00 0.000 0 156 CONCRETE BARRIER (TYPE 60GA MODIFIED) LF 134.0000 100,500.00 0.000 0 157 CONCRETE BARRIER (TYPE 60G) LF 52.0000 73,840.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 04/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442624 TIME 04:33 PM ESTIMATE NO. 05 BID OPENING 09/07/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: HATTON, CURT DATE OF THIS ESTIMATE 04/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 CONCRETE BARRIER (TYPE 60GA) LF 116.0000 108,692.00 0.000 0 (F) 159 CONCRETE BARRIER (TYPE 60GC) LF 98.0000 628,180.00 0.000 0 160 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 50.0000 92,500.00 0.000 0 (F) 161 CONCRETE BARRIER (TYPE 60V) LF 856.0000 21,400.00 0.000 0 162 CONCRETE BARRIER (TYPE 60GE MODIFIED) LF 290.0000 92,800.00 0.000 0 163 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4800 18,480.00 0.000 0 164 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7600 23,636.00 0.000 0 165 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 2,720.00 0.000 0 166 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 2,850.00 0.000 0 167 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 20,760.00 0.000 0 (BROKEN 36-12) 168 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 372.00 0.000 0 (BROKEN 17-7) 169 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2600 30,940.00 37,453.000 9,737.78 37,453.000 9,737 170 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.8000 8,640.00 1,020.000 1,836.00 1,020.000 1,836 171 PAVEMENT MARKER (RETROREFLECTIVE) EA 1.9500 8,697.00 274.000 534.30 274.000 534 172 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 7,500.0000 7,500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 173 MODIFY HIGHWAY ADVISORY RADIO SYSTEM LS 30,000.0000 30,000.00 0.000 0 174 RETROFIT CHANGEABLE MESSAGE SIGN SYSTEM LS 35,000.0000 35,000.00 0.000 0 175 ELECTRIC SERVICE (IRRIGATION) LS 18,000.0000 18,000.00 0.000 0 176 WELL PUMP CONTROL PANEL LS 30,000.0000 30,000.00 0.000 0 177 REMOVE MICROWAVE VEHICLE DETECTION LS 500.0000 500.00 0.000 0 SYSTEM 178 MODIFY TRAFFIC MONITORING STATION LS 7,500.0000 7,500.00 0.000 0 (LOCATION 1) 179 MODIFY TRAFFIC MONITORING STATION LS 10,000.0000 10,000.00 0.000 0 (LOCATION 2) 180 MODIFY VEHICLE CLASSIFICATION STATION LS 100,000.0000 100,000.00 0.000 0 181 MODIFY TRAFFIC COUNT STATION LS 15,000.0000 15,000.00 0.000 0 182 CLOSED CIRCUIT TELEVISION SYSTEM LS 25,000.0000 25,000.00 0.000 0 183 MODIFY ROADSIDE WEATHER INFORMATION LS 35,000.0000 35,000.00 0.000 0 SYSTEM 184 MODIFY LIGHTING AND SIGN ILLUMINATION LS 70,000.0000 70,000.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 04/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442624 TIME 04:33 PM ESTIMATE NO. 05 BID OPENING 09/07/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: HATTON, CURT DATE OF THIS ESTIMATE 04/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 FIBER OPTIC SYSTEM LS 400,000.0000 400,000.00 0.000 0 186 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 187 18" TEMPORARY CULVERT LF 150.0000 73,500.00 0.000 0 188 18" TEMPORARY DRAINAGE INLET EA 4,200.0000 58,800.00 0.000 0 189 PRUNE EXISTING PLANTS LS 5,000.0000 5,000.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 04/24/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442624 TIME 04:33 PM ESTIMATE NO. 05 BID OPENING 09/07/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: HATTON, CURT DATE OF THIS ESTIMATE 04/24/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,631,605.73 3,226,709.02 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,631,605.73 3,226,709.02 190 MOBILIZATION LS 3,981,105.0000 3,981,105.00 0.250 995,276.25 0.750 2,985,828 ORIGINAL CONTRACT AMOUNT 40,465,981.85 TOTAL WORK COMPLETED 2,626,881.98 6,212,537.77 MATERIALS ON HAND ON SITE 1,924,775.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 2,616,881.98 8,127,312.77 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 11/06/12 840 03/11/13 02/04/13 03/27/15 30 23 0 0 15% 4% PROGRESS IS SATISFACTORY HATTON, CURT RESIDENT ENGINEER PROGRAM CAS145 DATE 04/24/13