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 04/21/14 EST. NO.17 TIME 02:51 PM 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 --------------------------------------------------------------------------- 004 0010 1,136.30 A.C. @ U.P.(+) 041714 N 10 0 1,136.30 TOTAL THIS ESTIMATE 2,629,254.10 TOTAL PREVIOUS ESTIMATE 2,630,390.40 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 04/21/14 EST. NO.17 TIME 02:51 PM R.E. NAME: FITZGIBBON, EDWARD T. 11-257144 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE REOPENING CLOSE -5,000.00 08 CIDH PILES -21,500.00 10 CIDH PILES -500.00 12 0.00 -27,000.00 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 DEL JUNE 13 CPR -2,000.00 09 DEL JULY 13 CPR -3,000.00 10 RECD JUNE 13 DEL 2,000.00 10 DEL AUG 13 CPR -3,000.00 11 PRTL JULY 13 DEL 2,000.00 11 RECD JULY 13 DEL 1,000.00 12 DEL SEPT 13 PCR -1,000.00 12 PRTL AUG 13 DEL 2,000.00 12 DEL SEPT 13 CPR CORR -1,000.00 13 RCVD AUG 13 DEL 1,000.00 13 RCVD SEPT 13 DEL 1,000.00 13 RCVD SEPT 13 PCR COR 1,000.00 13 0.00 0.00 TOTAL DEDUCTIONS 0.00 -27,000.00 PROGRAM CAS145 PAGE 1 DATE 04/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257144 TIME 02:51 PM ESTIMATE NO. 17 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 04/20/14 R.E. NAME: FITZGIBBON, EDWARD T. DATE OF THIS ESTIMATE 04/21/14 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 1.000 45,000 004 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.900 2,700 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 2.4000 273,600.00 24,680.000 59,232 006 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 15,000.00 7.000 21,000 007 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 38,000.00 25.000 50,000 008 TEMPORARY CHECK DAM LF 7.8000 22,854.00 2,495.000 19,461 009 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 8.000 4,000 (TEMPORARY EROSION CONTROL) 010 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 30,000.00 120.000 30,000 011 TEMPORARY HYDRAULIC MULCH SQYD 0.4500 114,300.00 209,093.560 94,092 (POLYMER STABILIZED FIBER MATRIX) 012 STREET SWEEPING LS 70,000.0000 70,000.00 1.000 70,000 013 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,000.0000 1,000.00 1.000 1,000 014 TEMPORARY CONCRETE WASHOUT BIN EA 1,500.0000 9,000.00 48.000 72,000 015 RAIN EVENT ACTION PLAN EA 500.0000 14,000.00 1.000 500.00 19.000 9,500 016 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 2.000 4,000 017 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 1.000 900,000 019 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 1.000 40,000 020 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000 021 TYPE III BARRICADE EA 125.0000 3,375.00 34.000 4,250 022 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.1000 9,093.00 5,159.000 10,833 PROGRAM CAS145 PAGE 2 DATE 04/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257144 TIME 02:51 PM ESTIMATE NO. 17 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 04/20/14 R.E. NAME: FITZGIBBON, EDWARD T. DATE OF THIS ESTIMATE 04/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 26,500.00 185,746.000 46,436 024 TRAFFIC PLASTIC DRUM EA 37.0000 11,840.00 511.000 18,907 025 TEMPORARY PAVEMENT MARKER EA 3.2000 22,912.00 8,426.000 26,963 026 PORTABLE CHANGEABLE MESSAGE SIGN EA 7,000.0000 28,000.00 4.000 28,000 027 TEMPORARY RAILING (TYPE K) LF 5.0000 173,000.00 42,904.000 214,520 028 TEMPORARY CRASH CUSHION MODULE EA 250.0000 27,500.00 114.000 28,500 029 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 14,958.000 12,714 (HAZARDOUS WASTE) 032 ABANDON CULVERT (EA) EA 1,000.0000 2,000.00 2.000 2,000 033 REMOVE FENCE LF 4.0000 32,920.00 6,172.500 24,690 034 REMOVE GATE EA 500.0000 2,000.00 4.000 2,000 035 REMOVE METAL BEAM GUARD RAILING LF 10.0000 2,100.00 210.000 2,100 036 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 81,644.000 22,860 038 REMOVE PAINTED PAVEMENT MARKING SQFT 2.1000 5,166.00 1,279.000 2,685 039 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 53.000 10,600 042 REMOVE ASPHALT CONCRETE DIKE LF 8.0000 4,320.00 569.000 4,552 043 REMOVE CULVERT (LF) LF 25.0000 12,750.00 646.800 16,170 044 REMOVE INLET EA 375.0000 4,125.00 11.000 4,125 045 REMOVE HEADWALL EA 480.0000 1,440.00 3.000 1,440 046 REMOVE CONCRETE DECK SURFACE SQFT 2.5000 28,305.00 8,491.500 21,228 047 RELOCATE ROCK SLOPE PROTECTION CY 60.0000 2,280.00 38.000 2,280 048 RESET ROADSIDE SIGN EA 325.0000 3,575.00 11.000 3,575 049 RELOCATE MAILBOX EA 1,100.0000 1,100.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 04/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257144 TIME 02:51 PM ESTIMATE NO. 17 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 04/20/14 R.E. NAME: FITZGIBBON, EDWARD T. DATE OF THIS ESTIMATE 04/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,300.000 3,900 051 RELOCATE ROADSIDE SIGN EA 200.0000 2,600.00 13.000 2,600 052 LOWER SEWER MANHOLE EA 1,900.0000 5,700.00 4.000 7,600 053 RAISE SEWER MANHOLE EA 1,500.0000 9,000.00 7.000 10,500 054 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 36,495.00 957.000 4,306 056 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.7500 8,491.50 11,322.000 8,491 057 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 30.0000 2,970.00 99.000 2,970 058 MAINTAIN EXISTING ARROYO TOAD FENCE LS 17,000.0000 17,000.00 1.000 17,000 059 CAP INLET EA 1,100.0000 2,200.00 2.000 2,200 060 CAP RISER EA 1,500.0000 7,500.00 5.000 7,500 061 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 1.000 50,000 063 DEVELOP WATER SUPPLY LS 65,000.0000 65,000.00 1.000 65,000 064 ROADWAY EXCAVATION CY 7.2500 1,370,250.00 200,814.000 1,455,901 065 LEAD COMPLIANCE PLAN LS 5,500.0000 5,500.00 1.000 5,500 066 REMOVE MUD, SAND AND DEBRIS LF 36.0000 9,720.00 270.000 9,720 (IN CSP CULVERT) 067 STRUCTURE EXCAVATION (BRIDGE) CY 45.0000 77,175.00 1,715.000 77,175 (F) 068 STRUCTURE BACKFILL (BRIDGE) CY 50.0000 46,000.00 920.000 46,000 (F) 069 STRUCTURE BACKFILL (SLURRY CEMENT) CY 160.0000 6,080.00 2.560 409.60 38.000 6,080 070 SAND BACKFILL CY 160.0000 4,640.00 28.200 4,512 071 DITCH EXCAVATION CY 20.0000 10,200.00 510.000 10,200 072 HIGHWAY PLANTING LS 148,000.0000 148,000.00 1.000 148,000 073 DUFF SQYD 3.0000 43,800.00 14,536.000 43,608 074 CHECK DAM (EROSION CONTROL) LF 3.0000 8,790.00 2,930.000 8,790 075 DRAINAGE INLET PROTECTION EA 140.0000 2,520.00 18.000 2,520 (EROSION CONTROL) 076 FIBER ROLLS LF 2.6000 171,860.00 49,575.000 128,895 PROGRAM CAS145 PAGE 4 DATE 04/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257144 TIME 02:51 PM ESTIMATE NO. 17 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 04/20/14 R.E. NAME: FITZGIBBON, EDWARD T. DATE OF THIS ESTIMATE 04/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,869.000 10,990 078 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 310.0000 620.00 2.000 620 079 EROSION CONTROL (POLYMER STABILIZED SQFT 0.1000 117,000.00 1,166,200.000 116,620 FIBER MATRIX) (SQFT) 080 PLANT ESTABLISHMENT WORK LS 47,000.0000 47,000.00 0.456 21,432 081 IRRIGATION SYSTEM LS 129,000.0000 129,000.00 1.000 129,000 082 4" SUPPLY LINE (BRIDGE) LF 90.0000 44,820.00 538.000 48,420 083 WATER METER EA 68,000.0000 136,000.00 2.000 136,000 084 8" CORRUGATED HIGH DENSITY LF 34.0000 51,680.00 1,610.000 54,740 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 9,225 087 CLASS 2 AGGREGATE BASE (CY) CY 19.5000 959,400.00 49,308.000 961,506 088 RESERVOIR AGGREGATE BASE CY 55.0000 14,300.00 260.000 14,300 089 AGGREGATE BASE (APPROACH SLAB) CY 245.0000 3,185.00 13.000 3,185 090 ASPHALTIC EMULSION (FOG SEAL COAT) TON 700.0000 7,700.00 7.810 5,467 091 SLURRY SEAL TON 225.0000 19,800.00 87.210 19,622 092 HOT MIX ASPHALT TON 67.0000 2,881,000.00 43,763.110 2,932,128 093 MINOR HOT MIX ASPHALT TON 79.0000 75,840.00 546.850 43,201 094 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 2,000.0000 800.00 0.000 0 PAVEMENT INTERLAYER) 095 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 10.0000 8,600.00 233.130 2,331 096 DATA CORE LS 4,500.0000 4,500.00 1.000 4,500 097 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2000 144.00 112.000 134 098 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.6000 6,976.00 4,352.000 6,963 099 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2000 9,864.00 8,261.000 9,913 100 PLACE HOT MIX ASPHALT DIKE (TYPE D MOD) LF 1.2000 456.00 373.910 448 101 PLACE HOT MIX ASPHALT DIKE (TYPE E MOD) LF 1.2000 102.00 85.000 102 102 PLACE HOT MIX ASPHALT SQYD 12.0000 18,000.00 1,512.860 18,154 (MISCELLANEOUS AREA) 103 TACK COAT TON 800.0000 69,600.00 22.080 17,664 PROGRAM CAS145 PAGE 5 DATE 04/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257144 TIME 02:51 PM ESTIMATE NO. 17 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 04/20/14 R.E. NAME: FITZGIBBON, EDWARD T. DATE OF THIS ESTIMATE 04/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,980.000 352,440 105 CONCRETE PAVEMENT (RAMP TERMINI) CY 220.0000 129,800.00 627.500 138,050 106 PERVIOUS CONCRETE CY 295.0000 28,910.00 98.000 28,910 107 SEAL PAVEMENT JOINT LF 6.0000 28,800.00 6,380.550 38,283 108 SEAL ISOLATION JOINT LF 11.0000 44,110.00 4,010.000 44,110 109 CONCRETE PAVEMENT TRANSITION PANEL CY 400.0000 5,200.00 13.000 5,200 110 REPAIR SPALLED JOINTS, SQYD 1,400.0000 5,600.00 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 4,356.000 923,472 114 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 288,600.00 962.000 288,600 (F) 118 STRUCTURAL CONCRETE, BRIDGE CY 547.0000 1,274,510.00 2,330.000 1,274,510 (F) 119 STRUCTURAL CONCRETE, JUNCTION STRUCTURE CY 1,750.0000 14,000.00 0.890 1,557.50 8.000 14,000 (F) 120 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 64,200.00 107.000 64,200 (F) (TYPE N) 121 STRUCTURAL CONCRETE, APPROACH SLAB CY 420.0000 53,760.00 128.000 53,760 (TYPE R) 122 STRUCTURAL CONCRETE, HEADWALL CY 1,410.0000 9,870.00 0.380 535.80 7.000 9,870 (F) 123 MINOR CONCRETE (MINOR STRUCTURE) CY 907.0000 114,009.90 125.700 114,009 (F) 124 DRILL AND BOND DOWEL LF 21.0000 26,250.00 1,242.000 26,082 125 FURNISH POLYESTER CONCRETE OVERLAY CF 85.0000 152,575.00 1,346.250 114,431 126 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.0000 33,966.00 11,322.000 33,966 (F) 127 JOINT SEAL ASSEMBLY (MR 4") LF 250.0000 86,250.00 321.420 80,355 128 BAR REINFORCING STEEL (BRIDGE) LB 1.3500 867,240.00 642,400.000 867,240 (F) 129 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 5.7500 68,586.00 12,722.000 73,151 (F) 130 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.0000 11,928.00 11,928.000 11,928 (F) PROGRAM CAS145 PAGE 6 DATE 04/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257144 TIME 02:51 PM ESTIMATE NO. 17 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 04/20/14 R.E. NAME: FITZGIBBON, EDWARD T. DATE OF THIS ESTIMATE 04/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 16,625.000 58,187 (F) 132 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 8,312.50 16,625.000 8,312 (F) 133 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 30.0000 7,800.00 260.000 7,800 134 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 5,740.00 410.000 5,740 (0.063"-UNFRAMED) 135 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,100.00 140.000 2,100 (0.080"-UNFRAMED) 136 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 2,880.00 160.000 2,880 (0.063"-FRAMED) 137 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 1,300.00 65.000 1,300 (0.080"-FRAMED) 138 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 475.0000 28,500.00 60.000 28,500 (SIGN FOUNDATION) 139 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 710.0000 14,910.00 21.000 14,910 (SIGN FOUNDATION) 140 ROADSIDE SIGN - ONE POST EA 500.0000 4,000.00 8.000 4,000 (WEED MAT RUBBER) 141 ROADSIDE SIGN - ONE POST EA 300.0000 9,000.00 30.000 9,000 142 ROADSIDE SIGN - TWO POST EA 500.0000 5,500.00 11.000 5,500 143 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 1,800.00 9.000 1,800 METHOD) 144 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 200.0000 2,000.00 10.000 2,000 145 18" ALTERNATIVE PIPE CULVERT LF 70.0000 31,500.00 452.900 31,703 146 24" ALTERNATIVE PIPE CULVERT LF 72.0000 126,720.00 1,773.000 127,656 147 30" ALTERNATIVE PIPE CULVERT LF 170.0000 8,330.00 49.000 8,330 148 36" ALTERNATIVE PIPE CULVERT LF 160.0000 70,400.00 432.000 69,120 149 24" REINFORCED CONCRETE PIPE LF 62.0000 71,920.00 1,162.000 72,044 150 36" REINFORCED CONCRETE PIPE LF 185.0000 14,430.00 77.500 14,337 151 18" BITUMINOUS COATED CORRUGATED STEEL LF 91.0000 6,370.00 71.000 6,461 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 4,480 154 6" PLASTIC PIPE LF 30.0000 600.00 20.000 600 155 8" DUCTILE IRON DRAIN PIPE LF 60.0000 16,800.00 280.000 16,800 156 DRAINAGE INLET MARKER EA 235.0000 1,880.00 8.000 1,880 157 GRATED LINE DRAIN LF 105.0000 16,800.00 160.000 16,800 PROGRAM CAS145 PAGE 7 DATE 04/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257144 TIME 02:51 PM ESTIMATE NO. 17 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 04/20/14 R.E. NAME: FITZGIBBON, EDWARD T. DATE OF THIS ESTIMATE 04/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 500 159 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 1.000 9,000 163 FLEXIBLE EXPANSION JOINT EA 13,000.0000 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 1.000 9,000 RELIEF VALVE (PIPING ONLY) 170 RELOCATE AUTOMATIC WATER AIR RELEASE AND EA 3,200.0000 3,200.00 1.000 3,200 VACUUM RELIEF VALVE 171 RELOCATE FIRE HYDRANT EA 7,200.0000 14,400.00 2.000 14,400 172 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 51.000 3,927 (1/2 T, METHOD A) (CY) 174 ROCK SLOPE PROTECTION CY 200.0000 8,200.00 34.590 6,918 (LIGHT, METHOD B) (CY) 175 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 160.0000 4,480.00 27.270 4,363 (CY) 176 CONCRETE (DITCH LINING) CY 420.0000 50,400.00 120.000 50,400 177 CONCRETE (CONCRETE APRON) CY 615.0000 9,840.00 16.000 9,840 178 SLOPE PAVING (CONCRETE) CY 630.0000 54,180.00 86.000 54,180 (F) 179 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQFT 1.6000 2,048.00 1,064.560 1,703 180 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQFT 1.7000 3,298.00 1,936.000 3,291 181 MINOR CONCRETE (MISCELLANEOUS CY 375.0000 138,750.00 467.830 175,436 CONSTRUCTION) 182 MINOR CONCRETE (TEXTURED PAVING) SQFT 7.8000 184,860.00 70.090 546.70 23,709.090 184,930 183 MISCELLANEOUS IRON AND STEEL LB 1.5000 20,436.00 13,298.000 19,947 (F) 184 MISCELLANEOUS METAL (BRIDGE) LB 0.6000 12,930.00 21,550.000 12,930 (F) PROGRAM CAS145 PAGE 8 DATE 04/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257144 TIME 02:51 PM ESTIMATE NO. 17 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 04/20/14 R.E. NAME: FITZGIBBON, EDWARD T. DATE OF THIS ESTIMATE 04/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,950.000 28,560 (F) 186 CHAIN LINK FENCE (TYPE CL-6) LF 17.0000 13,770.00 926.000 15,742 187 WILDLIFE FENCE (TYPE CL-10) LF 23.0000 196,190.00 6,455.000 148,465 188 ARROYO TOAD FENCE LF 4.0000 34,120.00 6,455.000 25,820 189 RAIL FENCE LF 15.2000 34,656.00 2,035.000 30,932 190 10' CHAIN LINK GATE (TYPE CL-6) EA 850.0000 4,250.00 10.000 8,500 191 4' CHAIN LINK GATE (TYPE CL-8) EA 1,300.0000 5,200.00 2.000 2,600 192 DELINEATOR (CLASS 1) EA 25.0000 2,750.00 110.000 2,750 193 GUARD RAILING DELINEATOR EA 19.0000 228.00 12.000 228 194 METAL BEAM GUARD RAILING (STEEL POST) LF 38.0000 3,116.00 182.000 6,916 195 CONCRETE BARRIER (TYPE K) LF 35.0000 12,600.00 360.000 12,600 196 TUBULAR HANDRAILING LF 44.0000 21,472.00 488.000 21,472 (F) 197 CONCRETE BARRIER (TYPE 26) LF 135.0000 65,880.00 488.000 65,880 (F) 198 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 56.0000 10,640.00 187.500 10,500 199 TRANSITION RAILING (TYPE WB) EA 5,900.0000 17,700.00 3.000 17,700 200 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 700.00 1.000 700 201 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 10,000.00 4.000 10,000 202 CRASH CUSHION (REACT 9CBB) EA 46,000.0000 92,000.00 2.000 92,000 203 CRASH CUSHION (REACT 4CBB) EA 35,500.0000 71,000.00 2.000 71,000 204 CONCRETE BARRIER (TYPE 60) LF 77.0000 70,840.00 920.000 70,840 205 CONCRETE BARRIER (TYPE 60C) LF 116.0000 116,000.00 1,000.000 116,000 206 CONCRETE BARRIER (TYPE 60E) LF 200.0000 46,000.00 230.000 46,000 207 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 33,650.00 63,249.000 31,624 208 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 2,124.00 1,982.000 1,783 209 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 6,909.00 209.000 219.45 6,546.000 6,873 210 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 275.00 229.000 251 (BROKEN 12-3) 211 THERMOPLASTIC PAVEMENT MARKING SQFT 3.7000 22,163.00 8,868.100 32,811 PROGRAM CAS145 PAGE 9 DATE 04/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257144 TIME 02:51 PM ESTIMATE NO. 17 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 04/20/14 R.E. NAME: FITZGIBBON, EDWARD T. DATE OF THIS ESTIMATE 04/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 340.00 457.000 228 (BROKEN 6-1) 213 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 23,350.00 46,401.000 23,200 (BROKEN 36-12) 214 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 3,505.00 6,344.000 3,172 (BROKEN 17-7) 215 PAINT TRAFFIC STRIPE (1-COAT) LF 0.3000 4,560.00 11,625.100 3,487 216 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3000 15,840.00 5,687.000 1,706 217 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.3000 7,800.00 5,313.000 6,906 218 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 8,520.00 2,325.000 6,975 219 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 1.000 2,500 SYSTEM ELEMENTS DURING CONSTRUCTION 220 FIBER OPTIC COMMUNICATION SYSTEM LS 263,000.0000 263,000.00 1.000 263,000 221 SIGNAL AND LIGHTING (LOCATION 1) LS 268,000.0000 268,000.00 1.000 268,000 222 SIGNAL AND LIGHTING (LOCATION 2) LS 155,000.0000 155,000.00 1.000 155,000 223 SIGNAL AND LIGHTING (LOCATION 3) LS 170,000.0000 170,000.00 1.000 170,000 224 LIGHTING LS 6,000.0000 6,000.00 1.000 6,000 225 LIGHTING AND SIGN ILLUMINATION LS 273,000.0000 273,000.00 1.000 273,000 226 CHANGEABLE MESSAGE SIGN SYSTEM (LS) LS 72,000.0000 72,000.00 1.000 72,000 227 LIGHTING CONDUIT (BRIDGE) (LF) LF 15.5000 13,950.00 900.000 13,950 (F) 228 SPRINKLER CONTROL CONDUIT (BRIDGE) (LF) LF 22.0000 11,660.00 530.000 11,660 (F) 229 ELECTRIC SERVICE (IRRIGATION) LS 7,200.0000 7,200.00 1.000 7,200 230 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 1.000 51,000 232 TRAFFIC MONITORING STATION (LOCATION 2) LS 51,000.0000 51,000.00 1.000 51,000 233 TRAFFIC MONITORING STATION (LOCATION 3) LS 40,900.0000 40,900.00 1.000 40,900 234 FILTER FABRIC SQYD 5.5000 3,905.00 156.670 861.69 710.000 3,905 PROGRAM CAS145 PAGE 10 DATE 04/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257144 TIME 02:51 PM ESTIMATE NO. 17 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 04/20/14 R.E. NAME: FITZGIBBON, EDWARD T. DATE OF THIS ESTIMATE 04/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,630.74 17,701,438.62 ADJUSTMENT OF COMPENSATION 1,136.30 646,858.28 EXTRA WORK 0.00 1,983,532.12 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,767.04 20,331,829.02 235 MOBILIZATION LS 1,500,000.0000 1,500,000.00 1.000 1,500,000 ORIGINAL CONTRACT AMOUNT 19,648,515.20 TOTAL WORK COMPLETED 5,767.04 21,831,829.02 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -27,000.00 TOTAL 5,767.04 21,804,829.02 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 09/05/14 193 26 19 0 89% 43% PROGRESS IS SATISFACTORY FITZGIBBON, EDWARD T. RESIDENT ENGINEER PROGRAM CAS145 DATE 04/21/14