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 05/21/13 EST. NO.07 TIME 08:50 AM R.E. NAME: FITZGIBBON, EDWARD T. 11-257144 --------------------------------------------------------------------------- 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 0107 329.56 E.W. @ F.A.(+) 022113 N 0184.0 0118 581.93 032013 N 0198.0 0125 330.23 040313 N 0207.0 0126 521.32 030113 N 0218.0 0130 3,032.19 032113 N 0227.0 0131 313.08 040213 N 0228.0 0132 500.10 040413 N 0229.0 0133 325.92 040213 N 0225.0 0135 742.69 040213 N 0230.0 0136 1,061.39 042513 N 0234.0 0137 516.71 050213 N 0246.0 0139 794.99 040513 N 0255.0 0140 258.36 041213 N 0256.0 004 0005 4,896.16 A.C. @ U.P.(+) 052013 N 5 0 006 0029 102.89 E.W. @ F.A.(+) 022013 N 0250.0 0031 116.65 031513 N 0252.0 008 0004 1,903.41 E.W. @ F.A.(+) 042213 N 0254.0 014 0001 19,254.62 E.W. @ L.S.(+) 050513 N 0239.0 015 0001 270,560.25 E.W. @ L.S.(+) 041513 N 0217.0 0002 54,112.05 051013 N 2 0 016 0001 482.63 E.W. @ F.A.(+) 012813 N 0123.1 0002 681,776.00 E.W. @ L.S.(+) 040113 N 0196.0 0003 330.00 E.W. @ F.A.(+) 012813 N 0123.2 0004 2,869.27 031513 N 0208.0 021 0004 954.53 E.W. @ F.A.(+) 042313 N 0232.0 0005 900.27 042413 N 0233.0 023 0001 4,734.29 E.W. @ F.A.(+) 021213 N 0160.0 0002 5,929.97 021313 N 0162.0 0003 242.47 021413 N 0163.0 1,058,473.93 TOTAL THIS ESTIMATE 125,781.75 TOTAL PREVIOUS ESTIMATE 1,184,255.68 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 05/21/13 EST. NO.07 TIME 08:50 AM R.E. NAME: FITZGIBBON, EDWARD T. 11-257144 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEL NOV 12 CPR -10,000.00 02 DEL DEC 12 CPR -2,000.00 03 PRTL NOV 12 DEL 9,000.00 03 DEL JAN 13 CPR -1,000.00 04 RECD DEC 12 DEL 2,000.00 04 RECD NOV 12 DEL 1,000.00 05 DEL MAR 13 CPR -2,000.00 06 RECD JAN 13 DEL 1,000.00 06 RECD MAR 13 DEL 2,000.00 07 2,000.00 0.00 TOTAL DEDUCTIONS 2,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257144 TIME 08:50 AM ESTIMATE NO. 07 BID OPENING 07/19/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: FITZGIBBON, EDWARD T. DATE OF THIS ESTIMATE 05/21/13 LOCATION PROGRESS ESTIMATE 11-SD-76-R16.7/R17.7 ----------------- FLATIRON WEST INC IN SD CNTY NEAR BONSALL & FALLBROOK 1770 LA COSTA MESA MEADOWS DR ON RTE 15 FROM .4 MILE SO TO .8 SAN MARCOS CA 92078 MILE N/O RTE 76/15 SEPARATION AND ON RTE 76 FROM .5 MILE WEST TO .5 MILE E/O RTE 76/15 SEPARATION FED. AID NO. N O N E MODIFY AND WIDEN INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 15,000 002 TEMPORARY FENCE (TYPE ESA) LF 3.0000 36,000.00 10,821.000 32,463 003 CONSTRUCTION SITE MANAGEMENT LS 45,000.0000 45,000.00 0.109 4,905.00 0.646 29,070 004 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.541 1,623 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 2.4000 273,600.00 24,380.000 58,512 006 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 15,000.00 5.000 15,000 007 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 38,000.00 4.000 8,000.00 21.000 42,000 008 TEMPORARY CHECK DAM LF 7.8000 22,854.00 120.000 936.00 2,495.000 19,461 009 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 2.000 1,000.00 5.000 2,500 (TEMPORARY EROSION CONTROL) 010 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 30,000.00 110.000 27,500 011 TEMPORARY HYDRAULIC MULCH SQYD 0.4500 114,300.00 68,432.760 30,794.74 192,979.560 86,840 (POLYMER STABILIZED FIBER MATRIX) 012 STREET SWEEPING LS 70,000.0000 70,000.00 0.109 7,630.00 0.646 45,220 013 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,000.0000 1,000.00 0.109 109.00 0.646 646 014 TEMPORARY CONCRETE WASHOUT BIN EA 1,500.0000 9,000.00 9.000 13,500.00 15.000 22,500 015 RAIN EVENT ACTION PLAN EA 500.0000 14,000.00 1.000 500.00 16.000 8,000 016 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 0.000 0 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 4,500.00 2.000 500 018 TIME-RELATED OVERHEAD (LS) LS 900,000.0000 900,000.00 0.109 98,100.00 0.646 581,400 019 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.990 39,600 020 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.109 21,800.00 0.646 129,200 021 TYPE III BARRICADE EA 125.0000 3,375.00 24.000 3,000 022 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.1000 9,093.00 1,261.000 2,648.10 3,610.000 7,581 PROGRAM CAS145 PAGE 2 DATE 05/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257144 TIME 08:50 AM ESTIMATE NO. 07 BID OPENING 07/19/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: FITZGIBBON, EDWARD T. DATE OF THIS ESTIMATE 05/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 26,500.00 27,145.000 6,786.25 153,616.000 38,404 024 TRAFFIC PLASTIC DRUM EA 37.0000 11,840.00 32.000 1,184.00 214.000 7,918 025 TEMPORARY PAVEMENT MARKER EA 3.2000 22,912.00 1,109.000 3,548.80 7,294.000 23,340 026 PORTABLE CHANGEABLE MESSAGE SIGN EA 7,000.0000 28,000.00 0.434 3,038.00 2.583 18,081 027 TEMPORARY RAILING (TYPE K) LF 5.0000 173,000.00 1,140.000 5,700.00 28,760.000 143,800 028 TEMPORARY CRASH CUSHION MODULE EA 250.0000 27,500.00 55.000 13,750 029 TEMPORARY CRASH CUSHION (ADIEM) EA 3,000.0000 30,000.00 8.000 24,000 030 TEMPORARY ALTERNATIVE CRASH CUSHION EA 3,700.0000 7,400.00 0.000 0 SYSTEM 031 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.8500 8,075.00 3,398.000 2,888.30 14,958.000 12,714 (HAZARDOUS WASTE) 032 ABANDON CULVERT (EA) EA 1,000.0000 2,000.00 1.000 1,000 033 REMOVE FENCE LF 4.0000 32,920.00 5,530.000 22,120 034 REMOVE GATE EA 500.0000 2,000.00 4.000 2,000 035 REMOVE METAL BEAM GUARD RAILING LF 10.0000 2,100.00 142.500 1,425 036 REMOVE THRIE BEAM BARRIER LF 8.0000 3,520.00 675.000 5,400 037 REMOVE PAINTED TRAFFIC STRIPE LF 0.2800 36,960.00 12,671.000 3,547.88 57,770.000 16,175 038 REMOVE PAINTED PAVEMENT MARKING SQFT 2.1000 5,166.00 186.000 390.60 314.000 659 039 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 2,928.00 10,299.000 6,179 040 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.1000 1,386.00 1,010.000 2,121 041 REMOVE ROADSIDE SIGN EA 200.0000 8,800.00 39.000 7,800 042 REMOVE ASPHALT CONCRETE DIKE LF 8.0000 4,320.00 198.000 1,584.00 569.000 4,552 043 REMOVE CULVERT (LF) LF 25.0000 12,750.00 564.800 14,120 044 REMOVE INLET EA 375.0000 4,125.00 11.000 4,125 045 REMOVE HEADWALL EA 480.0000 1,440.00 2.000 960 046 REMOVE CONCRETE DECK SURFACE SQFT 2.5000 28,305.00 0.000 0 047 RELOCATE ROCK SLOPE PROTECTION CY 60.0000 2,280.00 38.000 2,280 048 RESET ROADSIDE SIGN EA 325.0000 3,575.00 0.000 0 049 RELOCATE MAILBOX EA 1,100.0000 1,100.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 05/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257144 TIME 08:50 AM ESTIMATE NO. 07 BID OPENING 07/19/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: FITZGIBBON, EDWARD T. DATE OF THIS ESTIMATE 05/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RELOCATE CONCRETE BARRIER (TYPE K) LF 3.0000 3,900.00 300.000 900 051 RELOCATE ROADSIDE SIGN EA 200.0000 2,600.00 0.000 0 052 LOWER SEWER MANHOLE EA 1,900.0000 5,700.00 2.000 3,800 053 RAISE SEWER MANHOLE EA 1,500.0000 9,000.00 0.000 0 054 SEWER FLOW DIVERSION PLAN (HIGH-LINE) LS 88,000.0000 88,000.00 1.000 88,000 055 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.5000 36,495.00 0.000 0 056 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.7500 8,491.50 0.000 0 057 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 30.0000 2,970.00 98.700 2,961.00 98.700 2,961 058 MAINTAIN EXISTING ARROYO TOAD FENCE LS 17,000.0000 17,000.00 0.486 8,262.00 0.646 10,982 059 CAP INLET EA 1,100.0000 2,200.00 1.000 1,100.00 2.000 2,200 060 CAP RISER EA 1,500.0000 7,500.00 2.000 3,000.00 3.000 4,500 061 BRIDGE REMOVAL (PORTION) LS 50,000.0000 50,000.00 1.000 50,000 062 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 0.900 45,000 063 DEVELOP WATER SUPPLY LS 65,000.0000 65,000.00 0.109 7,085.00 0.646 41,990 064 ROADWAY EXCAVATION CY 7.2500 1,370,250.00 170,100.000 1,233,225 065 LEAD COMPLIANCE PLAN LS 5,500.0000 5,500.00 0.646 3,553.00 0.646 3,553 066 REMOVE MUD, SAND AND DEBRIS LF 36.0000 9,720.00 0.000 0 (IN CSP CULVERT) 067 STRUCTURE EXCAVATION (BRIDGE) CY 45.0000 77,175.00 546.000 24,570.00 1,715.000 77,175 (F) 068 STRUCTURE BACKFILL (BRIDGE) CY 50.0000 46,000.00 52.220 2,611.00 357.720 17,886 (F) 069 STRUCTURE BACKFILL (SLURRY CEMENT) CY 160.0000 6,080.00 29.850 4,776 070 SAND BACKFILL CY 160.0000 4,640.00 0.000 0 071 DITCH EXCAVATION CY 20.0000 10,200.00 510.000 10,200 072 HIGHWAY PLANTING LS 148,000.0000 148,000.00 0.013 1,924 073 DUFF SQYD 3.0000 43,800.00 14,536.000 43,608 074 CHECK DAM (EROSION CONTROL) LF 3.0000 8,790.00 0.000 0 075 DRAINAGE INLET PROTECTION EA 140.0000 2,520.00 0.000 0 (EROSION CONTROL) 076 FIBER ROLLS LF 2.6000 171,860.00 212.000 551.20 3,700.000 9,620 PROGRAM CAS145 PAGE 4 DATE 05/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257144 TIME 08:50 AM ESTIMATE NO. 07 BID OPENING 07/19/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: FITZGIBBON, EDWARD T. DATE OF THIS ESTIMATE 05/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 COMPOST (INCORPORATE) SQYD 1.6000 11,136.00 0.000 0 078 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 310.0000 620.00 0.000 0 079 EROSION CONTROL (POLYMER STABILIZED SQFT 0.1000 117,000.00 0.000 0 FIBER MATRIX) (SQFT) 080 PLANT ESTABLISHMENT WORK LS 47,000.0000 47,000.00 0.000 0 081 IRRIGATION SYSTEM LS 129,000.0000 129,000.00 0.501 64,629 082 4" SUPPLY LINE (BRIDGE) LF 90.0000 44,820.00 28.900 2,601.00 448.200 40,338 083 WATER METER EA 68,000.0000 136,000.00 2.000 136,000 084 8" CORRUGATED HIGH DENSITY LF 34.0000 51,680.00 162.050 5,509.70 771.650 26,236 POLYETHYLENE PIPE CONDUIT 085 12" CORRUGATED HIGH DENSITY LF 31.0000 7,750.00 241.000 7,471 POLYETHYLENE PIPE CONDUIT 086 EXTEND 10" CONDUIT LF 205.0000 9,225.00 45.000 9,225.00 45.000 9,225 087 CLASS 2 AGGREGATE BASE (CY) CY 19.5000 959,400.00 1,990.860 38,821.77 43,062.500 839,718 088 RESERVOIR AGGREGATE BASE CY 55.0000 14,300.00 0.000 0 089 AGGREGATE BASE (APPROACH SLAB) CY 245.0000 3,185.00 0.000 0 090 ASPHALTIC EMULSION (FOG SEAL COAT) TON 700.0000 7,700.00 0.000 0 091 SLURRY SEAL TON 225.0000 19,800.00 0.000 0 092 HOT MIX ASPHALT TON 67.0000 2,881,000.00 4,027.190 269,821.73 18,165.470 1,217,086 093 MINOR HOT MIX ASPHALT TON 79.0000 75,840.00 38.880 3,071.52 251.500 19,868 094 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 2,000.0000 800.00 0.000 0 PAVEMENT INTERLAYER) 095 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 10.0000 8,600.00 0.000 0 096 DATA CORE LS 4,500.0000 4,500.00 0.000 0 097 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2000 144.00 0.000 0 098 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.6000 6,976.00 0.000 0 099 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2000 9,864.00 0.000 0 100 PLACE HOT MIX ASPHALT DIKE (TYPE D MOD) LF 1.2000 456.00 0.000 0 101 PLACE HOT MIX ASPHALT DIKE (TYPE E MOD) LF 1.2000 102.00 0.000 0 102 PLACE HOT MIX ASPHALT SQYD 12.0000 18,000.00 214.000 2,568.00 852.860 10,234 (MISCELLANEOUS AREA) 103 TACK COAT TON 800.0000 69,600.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 05/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257144 TIME 08:50 AM ESTIMATE NO. 07 BID OPENING 07/19/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: FITZGIBBON, EDWARD T. DATE OF THIS ESTIMATE 05/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 JOINTED PLAIN CONCRETE PAVEMENT CY 178.0000 352,440.00 1,201.000 213,778.00 1,980.000 352,440 105 CONCRETE PAVEMENT (RAMP TERMINI) CY 220.0000 129,800.00 38.260 8,417.20 627.500 138,050 106 PERVIOUS CONCRETE CY 295.0000 28,910.00 0.000 0 107 SEAL PAVEMENT JOINT LF 6.0000 28,800.00 4,807.550 28,845 108 SEAL ISOLATION JOINT LF 11.0000 44,110.00 2,530.000 27,830 109 CONCRETE PAVEMENT TRANSITION PANEL CY 400.0000 5,200.00 13.000 5,200.00 13.000 5,200 110 REPAIR SPALLED JOINTS, SQYD 1,400.0000 5,600.00 7.210 10,094.00 7.210 10,094 POLYESTER GROUT 111 SEAL CONCRETE PAVEMENT JOINT (SILICONE) LF 0.1000 60.00 0.000 0 112 GRIND EXISTING CONCRETE SQYD 5.0000 26,750.00 5,346.670 26,733 PAVEMENT 113 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 212.0000 919,656.00 0.000 0 114 FURNISH PILING (CLASS 140) LF 24.8000 158,248.80 6,381.000 158,248 (ALTERNATIVE X) 115 DRIVE PILE (CLASS 140) EA 1,375.0000 214,500.00 156.000 214,500 (ALTERNATIVE X) 116 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 1.000 200,000 117 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 288,600.00 347.320 104,196 (F) 118 STRUCTURAL CONCRETE, BRIDGE CY 547.0000 1,274,510.00 2,204.630 1,205,932 (F) 119 STRUCTURAL CONCRETE, JUNCTION STRUCTURE CY 1,750.0000 14,000.00 5.610 9,817.50 7.110 12,442 (F) 120 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 64,200.00 0.000 0 (F) (TYPE N) 121 STRUCTURAL CONCRETE, APPROACH SLAB CY 420.0000 53,760.00 0.000 0 (TYPE R) 122 STRUCTURAL CONCRETE, HEADWALL CY 1,410.0000 9,870.00 1.200 1,692.00 6.620 9,334 (F) 123 MINOR CONCRETE (MINOR STRUCTURE) CY 907.0000 114,009.90 59.556 54,017.29 115.542 104,796 (F) 124 DRILL AND BOND DOWEL LF 21.0000 26,250.00 510.000 10,710.00 624.000 13,104 125 FURNISH POLYESTER CONCRETE OVERLAY CF 85.0000 152,575.00 0.000 0 126 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.0000 33,966.00 0.000 0 (F) 127 JOINT SEAL ASSEMBLY (MR 4") LF 250.0000 86,250.00 0.000 0 128 BAR REINFORCING STEEL (BRIDGE) LB 1.3500 867,240.00 39,887.000 53,847.45 632,699.000 854,143 (F) 129 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 5.7500 68,586.00 0.000 0 (F) 130 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.0000 11,928.00 0.000 0 (F) PROGRAM CAS145 PAGE 6 DATE 05/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257144 TIME 08:50 AM ESTIMATE NO. 07 BID OPENING 07/19/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: FITZGIBBON, EDWARD T. DATE OF THIS ESTIMATE 05/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH SIGN STRUCTURE (TRUSS) LB 3.5000 58,187.50 0.000 0 (F) 132 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 8,312.50 0.000 0 (F) 133 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 30.0000 7,800.00 0.000 0 134 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 5,740.00 0.000 0 (0.063"-UNFRAMED) 135 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,100.00 0.000 0 (0.080"-UNFRAMED) 136 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 2,880.00 0.000 0 (0.063"-FRAMED) 137 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 1,300.00 0.000 0 (0.080"-FRAMED) 138 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 475.0000 28,500.00 0.000 0 (SIGN FOUNDATION) 139 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 710.0000 14,910.00 0.000 0 (SIGN FOUNDATION) 140 ROADSIDE SIGN - ONE POST EA 500.0000 4,000.00 0.000 0 (WEED MAT RUBBER) 141 ROADSIDE SIGN - ONE POST EA 300.0000 9,000.00 0.000 0 142 ROADSIDE SIGN - TWO POST EA 500.0000 5,500.00 0.000 0 143 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 1,800.00 0.000 0 METHOD) 144 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 200.0000 2,000.00 0.000 0 145 18" ALTERNATIVE PIPE CULVERT LF 70.0000 31,500.00 47.700 3,339.00 446.100 31,227 146 24" ALTERNATIVE PIPE CULVERT LF 72.0000 126,720.00 1,687.100 121,471 147 30" ALTERNATIVE PIPE CULVERT LF 170.0000 8,330.00 0.910 154.70 49.000 8,330 148 36" ALTERNATIVE PIPE CULVERT LF 160.0000 70,400.00 3.610 577.60 433.820 69,411 149 24" REINFORCED CONCRETE PIPE LF 62.0000 71,920.00 321.990 19,963.38 1,170.500 72,571 150 36" REINFORCED CONCRETE PIPE LF 185.0000 14,430.00 28.700 5,309.50 77.500 14,337 151 18" BITUMINOUS COATED CORRUGATED STEEL LF 91.0000 6,370.00 69.900 6,360 PIPE (.109" THICK) 152 48" BITUMINOUS COATED CORRUGATED STEEL LF 150.0000 10,800.00 72.000 10,800 PIPE (.109" THICK) 153 3" PLASTIC PIPE (EDGE DRAIN) LF 16.0000 4,480.00 280.000 4,480.00 280.000 4,480 154 6" PLASTIC PIPE LF 30.0000 600.00 0.000 0 155 8" DUCTILE IRON DRAIN PIPE LF 60.0000 16,800.00 18.000 1,080.00 228.000 13,680 156 DRAINAGE INLET MARKER EA 235.0000 1,880.00 0.000 0 157 GRATED LINE DRAIN LF 105.0000 16,800.00 155.000 16,275 PROGRAM CAS145 PAGE 7 DATE 05/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257144 TIME 08:50 AM ESTIMATE NO. 07 BID OPENING 07/19/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: FITZGIBBON, EDWARD T. DATE OF THIS ESTIMATE 05/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 12" STEEL FLARED END SECTION EA 500.0000 500.00 0.000 0 159 36" REINFORCED CONCRETE PIPE RISER LF 200.0000 3,200.00 0.000 0 160 16" CEMENT-MORTAR LINED AND COATED LF 200.0000 143,000.00 0.000 0 WELDED STEEL CARRIER PIPE (0.25" THICK) 161 24" CEMENT-MORTAR LINED AND COATED LF 310.0000 28,520.00 0.000 0 WELDED STEEL CASING PIPE (0.375" THICK) 162 PRE-CAST CONCRETE VAULT EA 9,000.0000 18,000.00 0.000 0 163 FLEXIBLE EXPANSION JOINT EA 13,000.0000 26,000.00 2.000 26,000.00 2.000 26,000 164 REPLACE SEWER MANHOLE EA 12,500.0000 50,000.00 1.000 12,500 165 RELOCATE SEWER AIR RELEASE AND VACUUM EA 6,100.0000 6,100.00 1.000 6,100 RELIEF VALVE 166 RELOCATE 2" WATER SERVICE EA 4,500.0000 4,500.00 1.000 4,500 167 2" WATER SERVICE EA 7,200.0000 7,200.00 1.000 7,200 168 WATER BLOW-OFF ASSEMBLY EA 8,200.0000 8,200.00 0.000 0 169 AUTOMATIC WATER AIR RELEASE AND VACUUM EA 9,000.0000 9,000.00 0.000 0 RELIEF VALVE (PIPING ONLY) 170 RELOCATE AUTOMATIC WATER AIR RELEASE AND EA 3,200.0000 3,200.00 0.100 320.00 1.000 3,200 VACUUM RELIEF VALVE 171 RELOCATE FIRE HYDRANT EA 7,200.0000 14,400.00 1.500 10,800 172 ROCK SLOPE PROTECTION (4T, METHOD A) CY 73.0000 8,030.00 100.740 7,354 173 ROCK SLOPE PROTECTION CY 77.0000 3,927.00 0.600 46.20 51.000 3,927 (1/2 T, METHOD A) (CY) 174 ROCK SLOPE PROTECTION CY 200.0000 8,200.00 6.670 1,334 (LIGHT, METHOD B) (CY) 175 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 160.0000 4,480.00 10.300 1,648 (CY) 176 CONCRETE (DITCH LINING) CY 420.0000 50,400.00 96.000 40,320 177 CONCRETE (CONCRETE APRON) CY 615.0000 9,840.00 8.750 5,381.25 8.750 5,381 178 SLOPE PAVING (CONCRETE) CY 630.0000 54,180.00 0.000 0 (F) 179 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQFT 1.6000 2,048.00 187.000 299 180 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQFT 1.7000 3,298.00 0.000 0 181 MINOR CONCRETE (MISCELLANEOUS CY 375.0000 138,750.00 41.540 15,577.50 41.540 15,577 CONSTRUCTION) 182 MINOR CONCRETE (TEXTURED PAVING) SQFT 7.8000 184,860.00 0.000 0 183 MISCELLANEOUS IRON AND STEEL LB 1.5000 20,436.00 3,274.000 4,911.00 4,554.000 6,831 (F) 184 MISCELLANEOUS METAL (BRIDGE) LB 0.6000 12,930.00 10,775.000 6,465 (F) PROGRAM CAS145 PAGE 8 DATE 05/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257144 TIME 08:50 AM ESTIMATE NO. 07 BID OPENING 07/19/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: FITZGIBBON, EDWARD T. DATE OF THIS ESTIMATE 05/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 BRIDGE DECK DRAINAGE SYSTEM LB 4.8000 28,560.00 3,272.500 15,708.00 4,462.500 21,420 (F) 186 CHAIN LINK FENCE (TYPE CL-6) LF 17.0000 13,770.00 340.000 5,780.00 740.000 12,580 187 WILDLIFE FENCE (TYPE CL-10) LF 23.0000 196,190.00 100.000 2,300.00 3,000.000 69,000 188 ARROYO TOAD FENCE LF 4.0000 34,120.00 2,405.000 9,620.00 5,032.000 20,128 189 RAIL FENCE LF 15.2000 34,656.00 0.000 0 190 10' CHAIN LINK GATE (TYPE CL-6) EA 850.0000 4,250.00 2.000 1,700.00 2.000 1,700 191 4' CHAIN LINK GATE (TYPE CL-8) EA 1,300.0000 5,200.00 0.000 0 192 DELINEATOR (CLASS 1) EA 25.0000 2,750.00 0.000 0 193 GUARD RAILING DELINEATOR EA 19.0000 228.00 0.000 0 194 METAL BEAM GUARD RAILING (STEEL POST) LF 38.0000 3,116.00 0.000 0 195 CONCRETE BARRIER (TYPE K) LF 35.0000 12,600.00 0.000 0 196 TUBULAR HANDRAILING LF 44.0000 21,472.00 0.000 0 (F) 197 CONCRETE BARRIER (TYPE 26) LF 135.0000 65,880.00 0.000 0 (F) 198 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 56.0000 10,640.00 0.000 0 199 TRANSITION RAILING (TYPE WB) EA 5,900.0000 17,700.00 0.000 0 200 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 700.00 0.000 0 201 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 10,000.00 0.000 0 202 CRASH CUSHION (REACT 9CBB) EA 46,000.0000 92,000.00 0.000 0 203 CRASH CUSHION (REACT 4CBB) EA 35,500.0000 71,000.00 0.000 0 204 CONCRETE BARRIER (TYPE 60) LF 77.0000 70,840.00 0.000 0 205 CONCRETE BARRIER (TYPE 60C) LF 116.0000 116,000.00 0.000 0 206 CONCRETE BARRIER (TYPE 60E) LF 200.0000 46,000.00 0.000 0 207 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 33,650.00 0.000 0 208 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 2,124.00 0.000 0 209 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 6,909.00 0.000 0 210 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 275.00 0.000 0 (BROKEN 12-3) 211 THERMOPLASTIC PAVEMENT MARKING SQFT 3.7000 22,163.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 05/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257144 TIME 08:50 AM ESTIMATE NO. 07 BID OPENING 07/19/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: FITZGIBBON, EDWARD T. DATE OF THIS ESTIMATE 05/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 340.00 0.000 0 (BROKEN 6-1) 213 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 23,350.00 0.000 0 (BROKEN 36-12) 214 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 3,505.00 0.000 0 (BROKEN 17-7) 215 PAINT TRAFFIC STRIPE (1-COAT) LF 0.3000 4,560.00 0.000 0 216 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3000 15,840.00 0.000 0 217 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.3000 7,800.00 0.000 0 218 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 8,520.00 0.000 0 219 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.109 272.50 0.646 1,615 SYSTEM ELEMENTS DURING CONSTRUCTION 220 FIBER OPTIC COMMUNICATION SYSTEM LS 263,000.0000 263,000.00 0.033 8,679.00 0.476 125,188 221 SIGNAL AND LIGHTING (LOCATION 1) LS 268,000.0000 268,000.00 0.244 65,392.00 0.796 213,328 222 SIGNAL AND LIGHTING (LOCATION 2) LS 155,000.0000 155,000.00 0.078 12,090.00 0.736 114,080 223 SIGNAL AND LIGHTING (LOCATION 3) LS 170,000.0000 170,000.00 0.176 29,920.00 0.452 76,840 224 LIGHTING LS 6,000.0000 6,000.00 0.500 3,000 225 LIGHTING AND SIGN ILLUMINATION LS 273,000.0000 273,000.00 0.161 43,953.00 0.423 115,479 226 CHANGEABLE MESSAGE SIGN SYSTEM (LS) LS 72,000.0000 72,000.00 0.179 12,888 227 LIGHTING CONDUIT (BRIDGE) (LF) LF 15.5000 13,950.00 1.000 15.50 1.000 15 (F) 228 SPRINKLER CONTROL CONDUIT (BRIDGE) (LF) LF 22.0000 11,660.00 530.000 11,660.00 530.000 11,660 (F) 229 ELECTRIC SERVICE (IRRIGATION) LS 7,200.0000 7,200.00 0.500 3,600.00 0.500 3,600 230 COUNT STATION LS 1,100.0000 1,100.00 1.000 1,100 231 TRAFFIC MONITORING STATION (LOCATION 1) LS 51,000.0000 51,000.00 0.199 10,149.00 0.369 18,819 232 TRAFFIC MONITORING STATION (LOCATION 2) LS 51,000.0000 51,000.00 0.060 3,060.00 0.309 15,759 233 TRAFFIC MONITORING STATION (LOCATION 3) LS 40,900.0000 40,900.00 0.060 2,454 234 FILTER FABRIC SQYD 5.5000 3,905.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 05/21/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257144 TIME 08:50 AM ESTIMATE NO. 07 BID OPENING 07/19/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/13 R.E. NAME: FITZGIBBON, EDWARD T. DATE OF THIS ESTIMATE 05/21/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,282,515.16 10,398,574.73 ADJUSTMENT OF COMPENSATION 4,896.16 33,419.33 EXTRA WORK 1,053,577.77 1,150,836.35 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,340,989.09 11,582,830.41 235 MOBILIZATION LS 1,500,000.0000 1,500,000.00 0.050 75,000.00 1.000 1,500,000 ORIGINAL CONTRACT AMOUNT 19,648,515.20 TOTAL WORK COMPLETED 2,415,989.09 13,082,830.41 MATERIALS ON HAND ON SITE 62,011.76 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 2,000.00 0.00 TOTAL 2,417,989.09 13,144,842.17 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 08/31/12 425 10/25/12 10/25/12 08/16/13 113 25 1 0 60% 27% PROGRESS IS SATISFACTORY FITZGIBBON, EDWARD T. RESIDENT ENGINEER PROGRAM CAS145 DATE 05/21/13