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 02/24/14 EST. NO.50 TIME 11:56 AM R.E. NAME: FITZGIBBON, EDWARD 11-080104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 032 0001 31,625.40 A.C. @ L.S.(+) 020414 N 3335.0 038 0014 272.57 E.W. @ F.A.(+) 022412 N 1736.0 0017 223.46 030712 N 1739.0 0031 179.35 050112 N 2878.0 075 0558 958.44 E.W. @ F.A.(+) 120513 N 3330.0 0559 1,029.29 121013 N 3331.0 0560 958.44 121113 N 3332.0 0561 958.44 121213 N 3333.0 0562 958.44 121313 Y 3334.0 101 0009 35,522.18 E.W. @ L.S.(+) 102113 N 3294.0 113 0001 15,904.40 A.C. @ L.S.(+) 011414 N 3327.0 118 0001 13,225.94 A.C. @ L.S.(+) 020414 N 3336.0 121 0001-1 7,252.08 A.C. @ L.S.(-) 010614 N 3316.0 DAO CORRECTING ENTRY 0001-2 -7,156.74 010614 N 3316.0 DAO CORRECTING ENTRY 123 0001 10,735.27 A.C. @ L.S.(+) 020414 N 3337.0 124 0001 4,270.77 A.C. @ L.S.(+) 011414 N 3328.0 125 0001 34,270.00 A.C. @ L.S.(+) 020714 N 1 0 126 0001 33,146.46 A.C. @ L.S.(+) 010614 N 3317.0 128 0001 11,096.34 A.C. @ L.S.(+) 010614 N 3319.0 133 0001 31,885.51 A.C. @ L.S.(+) 011414 N 3329.0 227,316.04 TOTAL THIS ESTIMATE 13,548,948.01 TOTAL PREVIOUS ESTIMATE 13,776,264.05 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 02/24/14 EST. NO.50 TIME 11:56 AM R.E. NAME: FITZGIBBON, EDWARD 11-080104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PERFORMANCE FAILURE -560,000.00 06 PERFORMANCE FAILURE 560,000.00 08 CIDH PILES 2L,6R,7R -8,155.00 11 SUB VIOLATIONS -25,299.00 12 CIDH PILE DEDUCTION -400.00 15 CIDH PILE DEDUCTION -400.00 16 RESET SURVEY MONUMEN -4,965.00 38 0.00 -39,219.00 LABOR COMPLIANCE VIOLATION O/S PRS FEB -2,000.00 02 O/S PRS MARCH -3,500.00 03 PRTL PRS FEB 1,000.00 03 O/S PRS APRIL -2,000.00 04 PRS RECD FEB 1,000.00 04 O/S PRS MAY -10,000.00 05 O/S PRS JUNE -10,000.00 06 PRTL PRS MARCH 2,000.00 06 PRTL PRS MAY 7,000.00 06 O/S PRS JULY -10,000.00 08 PRS RECD MAR 1,500.00 08 PRS RECD APR 2,000.00 08 PRTL PRS RECD JUNE 8,000.00 08 O/S PRS AUG -5,000.00 09 PRS RECD MAY 3,000.00 09 PRS RECD JUNE 2,000.00 09 PRS RECD JULY 10,000.00 09 O/S PRS SEPT -10,000.00 10 PRTL PRS AUG 3,000.00 10 O/S PRS OCT -10,000.00 11 O/S PRS NOV -10,000.00 12 PRTL PRS RECD SEPT 5,000.00 12 O/S PRS DEC -10,000.00 13 PRTL PRS RECD SEPT 1,000.00 13 PRTL PRS RECD OCT 5,000.00 13 O/S PRS JAN -10,000.00 14 PRS RECD DEC 10 10,000.00 14 PRS RECD NOV 10 10,000.00 14 PRS RECD SEPT 10 4,000.00 14 PRS RECD OCT 10 5,000.00 14 O/S PRS FEB -10,000.00 15 PRS RECD AUG 10 2,000.00 15 PRS RECD JAN 10,000.00 15 O/S PRS MAR -3,000.00 16 PRTL PRS RECD FEB 7,000.00 16 O/S PRS APRIL 2011 -4,000.00 17 PRS RECD FEB 2011 3,000.00 17 PRS RECD MARCH 2011 3,000.00 17 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 02/24/14 EST. NO.50 TIME 11:56 AM R.E. NAME: FITZGIBBON, EDWARD 11-080104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- DEL MAY 2011 CPR -10,000.00 18 RECD APR 2011 CPR 4,000.00 18 DEL JUN'11CPR -4,000.00 19 PRTL MAY'11DEL 8,000.00 19 DEL JULY 2011 CPRS -10,000.00 20 RECD JUNE 2011 CPS 4,000.00 20 RECD MAY 2011 CPRS 2,000.00 20 DEL AUG CPR -10,000.00 21 DEL SEPT CPR -6,000.00 22 PRTL AUG 11 DEL 8,000.00 22 RECD JULY 11 DEL 4,000.00 22 DEL OCT 11 CPR -2,000.00 23 PRTL JULY 11 DEL 5,000.00 23 RECD SEPT 11 DEL 6,000.00 23 DEL NOV 11 CPR -4,000.00 24 DEL DEC 11 CPR -1,000.00 25 PRTL NOV 11 DEL 3,000.00 25 RECD AUG 11 DEL 2,000.00 25 RECD JULY 11 DEL 1,000.00 25 RECD OCT 11 DEL 2,000.00 25 DEL JAN 12 CPR -3,000.00 26 RECD DEC 11 DEL 1,000.00 26 DEL FEB 12 CPR -10,000.00 27 RECD JAN 12 DEL 3,000.00 27 DEL MAR 12 CPR -5,000.00 28 PRTL FEB 12 DEL 5,000.00 28 DEL APR 12 CPR -1,000.00 29 PRTL FEB 12 DEL 4,000.00 29 PRTL MAR 12 DEL 2,000.00 29 DEL MAY 12 CPR -2,000.00 30 PRTL MAR 12 DEL 2,000.00 30 RECD APR 12 DEL 1,000.00 30 RECD FEB 12 DEL 1,000.00 30 RECD NOV 11 DEL 1,000.00 30 DEL JUNE 12 CPR -1,000.00 31 PRTL MAY 12 DEL 1,000.00 31 DEL JULY 12 CPR -2,000.00 32 DEL AUG 12 CPR -2,000.00 33 DEL SEPTEMBER 12 CPR -1,000.00 34 PRTL JULY 12 DEL 1,000.00 34 RECD AUGUST 12 DEL 2,000.00 34 RECD MARCH 12 DEL 1,000.00 34 RECD JULY 12 DEL 1,000.00 35 RECD JUNE 12 DEL 1,000.00 35 RECD MAY 12 DEL 1,000.00 35 DEL NOV 12 CPR -1,000.00 36 DEL DEC 12 CPR -1,000.00 37 RECD NOV 12 DEL 1,000.00 37 DEL JAN 13 CPR -1,000.00 38 RECD DEC 12 DEL 1,000.00 39 RECD JAN 13 DEL 1,000.00 39 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 3 DATE 02/24/14 EST. NO.50 TIME 11:56 AM R.E. NAME: FITZGIBBON, EDWARD 11-080104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- RECD SEPT 12 DEL 1,000.00 39 DEL APR 13 CPR -1,000.00 41 DEL MAY 13 CPR -1,000.00 42 RECD APR 13 DEL 1,000.00 42 DEL JULY 13 CPR -2,000.00 44 RECD MAY 13 DEL 1,000.00 44 DEL AUG 13 CPR -1,000.00 45 RECD JULY 13 DEL 2,000.00 45 INQ SEPT 13 CPR -1,000.00 46 RECD AUG 13 DEL 1,000.00 46 RECD SEPT 13 INQ 1,000.00 50 1,000.00 0.00 TOTAL DEDUCTIONS 1,000.00 -39,219.00 PROGRAM CAS145 PAGE 1 DATE 02/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 11:56 AM ESTIMATE NO. 50 BID OPENING 10/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 02/24/14 LOCATION PROGRESS ESTIMATE 11-SD-76-R7.3/13.1 ----------------- FLATIRON WEST INC. IN SAN DIEGO COUNTY IN AND NEAR 1770 LA COSTA MEADOWS DRIVE OCEANSIDE FROM 0.8 KM WEST OF SAN MARCOS CA 92078 MELROSE DRIVE TO 1.0 KM EAST OF SOUTH MISSION ROAD FED. AID NO. ARRA-P076(24)E ,L-P076(24)E CONSTRUCT FOUR LANE HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 12,000.0000 12,000.00 1.000 12,000 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 4,500.00 13.000 3,250 003 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,300,000.00 660.000 1,320,000 004 TEMPORARY FENCE (TYPE ESA) M 9.0000 193,500.00 8,882.440 79,941 005 EXISTING TEMPORARY ARROYO TOAD FENCE LS 27,000.0000 27,000.00 1.000 27,000 006 TEMPORARY ARROYO TOAD FENCE M 29.0000 39,440.00 2,885.120 83,668 007 CONSTRUCTION SITE MANAGEMENT LS 125,000.0000 125,000.00 1.000 125,000 008 PREPARE STORM WATER POLLUTION LS 600.0000 600.00 1.000 600 PREVENTION PLAN 009 TEMPORARY FIBER ROLL M 3.2500 646,750.00 34,084.360 110,774 010 TEMPORARY SILT FENCE M 2.0000 112,800.00 7,100.790 14,201 011 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 270,000.00 30.000 180,000 012 TEMPORARY CHECK DAM M 4.1500 146,910.00 8,939.580 37,099 013 MOVE-IN/MOVE-OUT EA 500.0000 17,500.00 27.000 13,500 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 70.0000 56,700.00 141.000 9,870 015 TEMPORARY HYDRAULIC MULCH M2 0.3500 399,000.00 387,081.680 135,478 (POLYMER STABILIZED FIBER MATRIX) 016 STREET SWEEPING LS 60,000.0000 60,000.00 1.000 60,000 017 TEMPORARY CONCRETE WASHOUT BIN EA 700.0000 25,900.00 103.000 72,100 018 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 1.000 45,000 019 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000 020 TYPE III BARRICADE EA 100.0000 21,000.00 162.000 16,200 021 TEMPORARY PAVEMENT MARKING (PAINT) M2 6.0000 4,080.00 1,055.520 6,333 022 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7000 31,430.00 33,675.000 23,572 PROGRAM CAS145 PAGE 2 DATE 02/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 11:56 AM ESTIMATE NO. 50 BID OPENING 10/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 02/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 350.00 0.000 0 024 TRAFFIC PLASTIC DRUM EA 35.0000 32,200.00 1,292.000 45,220 025 TEMPORARY PAVEMENT MARKER EA 3.5000 31,920.00 7,238.140 25,333 026 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,300.0000 126,000.00 20.000 126,000 027 TEMPORARY RAILING (TYPE K) M 15.0000 324,000.00 16,200.000 243,000 028 TEMPORARY CRASH CUSHION MODULE EA 250.0000 35,000.00 138.000 34,500 029 TEMPORARY CRASH CUSHION (ADIEM) EA 6,500.0000 123,500.00 19.000 123,500 030 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 031 ABANDON CULVERT M 100.0000 42,000.00 574.990 57,499 032 REMOVE CHAIN LINK FENCE M 10.0000 4,700.00 2,859.440 28,594 033 REMOVE METAL BEAM GUARD RAILING M 25.0000 28,250.00 953.190 23,829 034 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 6.0000 2,640.00 638.000 3,828 035 REMOVE TRAFFIC STRIPE M 0.5000 63,500.00 60,883.720 30,441 036 REMOVE PAVEMENT MARKING M2 5.0000 4,150.00 622.500 3,112 037 REMOVE ROADSIDE SIGN EA 100.0000 19,000.00 182.000 18,200 038 REMOVE ASPHALT CONCRETE DIKE M 18.0000 11,520.00 640.000 11,520 039 REMOVE CULVERT M 107.0000 78,110.00 1,079.730 115,531 040 REMOVE INLET EA 675.0000 13,500.00 30.400 20,520 041 REMOVE HEADWALL EA 552.0000 22,080.00 43.000 23,736 042 REMOVE ROCK SLOPE PROTECTION M3 150.0000 300.00 1.500 225 043 RESET ROADSIDE SIGN EA 325.0000 650.00 2.000 650 044 RELOCATE ROADSIDE SIGN EA 350.0000 1,050.00 3.000 1,050 045 ADJUST FRAME AND COVER TO GRADE EA 2,600.0000 41,600.00 7.000 18,200 046 ADJUST WATER VALVE EA 325.0000 3,575.00 33.000 10,725 047 ADJUST SEWER MANHOLE EA 1,800.0000 3,600.00 18.000 32,400 048 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 72,300.00 18,075.000 54,225 049 REMOVE CONCRETE M 23.0000 68,310.00 2,227.500 51,232 PROGRAM CAS145 PAGE 3 DATE 02/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 11:56 AM ESTIMATE NO. 50 BID OPENING 10/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 02/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE BARRIER (TYPE K) M 11.0000 5,390.00 494.000 5,434 051 REMOVE CONCRETE (MISCELLANEOUS) M3 43.0000 46,440.00 173.930 7,478 052 BRIDGE REMOVAL, LOCATION A LS 35,000.0000 35,000.00 1.000 35,000 053 BRIDGE REMOVAL, LOCATION B LS 29,000.0000 29,000.00 1.000 29,000 054 BRIDGE REMOVAL (PORTION) LS 3,500.0000 3,500.00 1.000 3,500 055 CLEARING AND GRUBBING HA 4,500.0000 288,000.00 87.728 394,776 056 DEVELOP WATER SUPPLY LS 75,000.0000 75,000.00 1.000 75,000 057 ROADWAY EXCAVATION M3 5.0000 5,550,000.00 1,130,659.815 5,653,299 058 LEAD COMPLIANCE PLAN LS 7,000.0000 7,000.00 1.000 7,000 059 REMOVE MUD, SAND AND DEBRIS (IN CULVERT) M 58.0000 28,420.00 580.660 33,678 060 SETTLEMENT DEVICES LS 25,000.0000 25,000.00 1.000 25,000 061 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 204,375.00 2,725.000 204,375 (F) 062 STRUCTURE EXCAVATION (RETAINING WALL) M3 68.0000 148,240.00 2,180.000 148,240 063 STRUCTURE BACKFILL (BRIDGE) M3 35.0000 90,300.00 2,580.000 90,300 (F) 064 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 66,850.00 2,226.000 77,910 065 PERVIOUS BACKFILL MATERIAL (RETAINING M3 75.0000 9,750.00 97.740 7,330 WALL) 066 DECOMPOSED GRANITE M3 45.0000 13,500.00 300.000 13,500 067 SAND BACKFILL M3 75.0000 23,250.00 747.875 56,090 068 DITCH EXCAVATION M3 50.0000 65,500.00 487.710 24,385.50 1,522.230 76,111 069 HIGHWAY PLANTING LS 1,000,000.0000 1,000,000.00 0.000 0 070 DUFF M2 1.9000 910,100.00 443,849.000 843,313 071 DRAINAGE INLET PROTECTION EA 126.0000 23,940.00 142.500 17,955 (EROSION CONTROL) 072 CHECK DAM (EROSION CONTROL) M 9.0000 96,300.00 0.000 0 073 EROSION CONTROL (TYPE D) HA 8,600.0000 404,200.00 33.213 285,631 074 EROSION CONTROL (NETTING) M2 2.9000 79,750.00 11,143.000 32,314 075 FIBER ROLLS M 8.0000 574,400.00 72,782.700 582,261 076 EROSION CONTROL HYDRAULIC MULCH M2 0.6000 300,000.00 425,500.000 255,300 (POLYMER STABILIZED FIBER MATRIX) PROGRAM CAS145 PAGE 4 DATE 02/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 11:56 AM ESTIMATE NO. 50 BID OPENING 10/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 02/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 5,500.00 11.000 5,500 078 PLANT (GROUP W) EA 6.0000 3,840.00 480.000 2,880 079 SEEDING HA 4,000.0000 28,000.00 5.250 21,000 080 MAINTAIN EXISTING PLANTED AREAS LS 40,000.0000 40,000.00 1.000 40,000 081 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.000 0 082 MAINTAIN EXISTING IRRIGATION FACILITIES LS 44,000.0000 44,000.00 1.000 44,000 083 IRRIGATION SYSTEM LS 1,300,000.0000 1,300,000.00 0.000 0 084 NPS 3 SUPPLY LINE (BRIDGE) M 300.0000 37,500.00 151.100 45,330 085 WATER METER EA 74,000.0000 666,000.00 7.000 518,000 086 200 MM CORRUGATED HIGH DENSITY M 190.0000 81,700.00 625.680 118,879 POLYETHYLENE PIPE CONDUIT 087 250 MM CORRUGATED HIGH DENSITY M 195.0000 35,100.00 135.000 26,325 POLYETHYLENE PIPE CONDUIT 088 EXTEND 350 MM CONDUIT M 700.0000 1,400.00 9.300 6,510 089 CLASS 4 AGGREGATE SUBBASE M3 9.5000 475,000.00 52,925.027 502,787 090 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 091 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,000.0000 24,000.00 18.000 18,000 092 HOT MIX ASPHALT TONN 63.5000 10,350,500.00 168,113.213 10,675,189 093 PAVING ASPHALT (BINDER, GEOSYNTHETIC TONN 1,500.0000 1,500.00 2.210 3,315 PAVEMENT INTERLAYER) 094 GEOSYNTHETIC PAVEMENT INTERLAYER M2 3.5000 12,495.00 2,677.500 9,371 095 DATA CORE LS 41,500.0000 41,500.00 1.000 41,500 096 PLACE HOT MIX ASPHALT DIKE M 9.0000 17,730.00 2,583.040 23,247 097 TACK COAT TONN 1,000.0000 77,000.00 129.270 129,270 098 JOINTED PLAIN CONCRETE PAVEMENT M3 500.0000 70,000.00 157.620 78,810 099 SEAL PAVEMENT JOINT M 43.0000 6,020.00 0.000 0 100 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 1,100.0000 84,700.00 76.900 84,590 PILING 101 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 262,800.00 220.320 264,384 PILING 102 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 1,600.0000 120,000.00 75.400 120,640 PILING 103 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 1,800.0000 210,600.00 115.303 207,545 PILING PROGRAM CAS145 PAGE 5 DATE 02/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 11:56 AM ESTIMATE NO. 50 BID OPENING 10/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 02/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 2.7 M CAST-IN-DRILLED-HOLE CONCRETE M 2,700.0000 270,000.00 93.400 252,180 PILING 105 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,300.0000 59,800.00 4.600 10,580 PILING 106 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 3,000.0000 216,000.00 71.900 215,700 PILING (ROCK SOCKET) 107 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 40,000.0000 1,880,000.00 46.800 1,872,000 PILING (ROCK SOCKET) 108 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 60,000.0000 1,860,000.00 37.000 2,220,000 PILING (ROCK SOCKET) 109 1.5 M PERMANENT STEEL CASING M 1,050.0000 229,950.00 220.300 231,315 110 2.1 M PERMANENT STEEL CASING M 1,700.0000 198,900.00 116.600 198,220 111 2.7 M PERMANENT STEEL CASING M 2,700.0000 270,000.00 93.400 252,180 112 PRESTRESSING CAST-IN-PLACE CONCRETE LS 550,000.0000 550,000.00 1.000 550,000 113 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 127,750.00 365.000 127,750 (F) 114 STRUCTURAL CONCRETE, BRIDGE M3 620.0000 5,294,800.00 8,540.000 5,294,800 (F) 115 STRUCTURAL CONCRETE (BOX CULVERT) M3 750.0000 285,000.00 380.000 285,000 (F) 116 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 270,000.00 485.900 242,950 117 STRUCTURAL CONCRETE, APPROACH SLAB M3 575.0000 286,350.00 498.000 286,350 (F) (TYPE N) 118 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 780.0000 179,400.00 343.398 267,850 119 CLASS 1 CONCRETE (BOX CULVERT) M3 850.0000 399,500.00 667.850 567,672 120 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 602,000.00 613.154 858,415 121 BLACK HAWK DRYSTACK TEXTURE M2 110.0000 46,200.00 385.100 42,361 122 PTFE SPHERICAL BEARING EA 6,000.0000 60,000.00 10.000 60,000 123 JOINT SEAL (MR 13 MM) M 200.0000 14,000.00 65.790 13,158 124 JOINT SEAL (MR 25 MM) M 200.0000 17,600.00 86.000 17,200 125 JOINT SEAL ASSEMBLY (MR 70 MM) M 900.0000 27,000.00 30.300 27,270 126 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 2,600.0000 44,200.00 16.940 44,044 127 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 4,200.0000 54,600.00 13.350 56,070 128 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 129 BAR REINFORCING STEEL (BRIDGE) KG 1.2000 2,168,400.00 1,809,509.000 2,171,410 (F) 130 BAR REINFORCING STEEL (RETAINING WALL) KG 1.6500 59,235.00 39,891.000 65,820 PROGRAM CAS145 PAGE 6 DATE 02/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 11:56 AM ESTIMATE NO. 50 BID OPENING 10/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 02/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 BAR REINFORCING STEEL (BOX CULVERT) KG 1.5500 203,050.00 130,524.100 202,312 132 HEADED BAR REINFORCEMENT EA 39.0000 105,300.00 2,700.000 105,300 (F) 133 FURNISH LAMINATED PANEL SIGN M2 163.0000 1,793.00 11.000 1,793 (63.5 MM-TYPE H) 134 FURNISH SINGLE SHEET ALUMINUM SIGN M2 75.0000 12,000.00 188.000 14,100 (1.6 MM-UNFRAMED) 135 FURNISH SINGLE SHEET ALUMINUM SIGN M2 82.0000 3,608.00 52.000 4,264 (2.0 MM-UNFRAMED) 136 FURNISH SINGLE SHEET ALUMINUM SIGN M2 92.0000 828.00 11.000 1,012 (1.6 MM-FRAMED) 137 FURNISH SINGLE SHEET ALUMINUM SIGN M2 98.0000 10,780.00 112.240 10,999 (2.0 MM-FRAMED) 138 METAL (RAIL MOUNTED SIGN) KG 32.0000 43,520.00 1,705.000 54,560 139 ROADSIDE SIGN - ONE POST EA 330.0000 56,100.00 196.000 64,680 140 ROADSIDE SIGN - TWO POST EA 990.0000 29,700.00 33.000 32,670 141 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 2,100.00 32.000 3,200 METHOD) 142 INSTALL SIGN OVERLAY M2 100.0000 100.00 1.000 100 143 INSTALL SIGN PANEL FLUSH MOUNTED TO EA 300.0000 2,700.00 11.000 3,300 BARRIER 144 INSTALL ROADSIDE SIGN EA 1,900.0000 1,900.00 1.000 1,900 (LAMINATED WOOD BOX POST) 145 STAIN ROCK M2 2.0000 70,400.00 0.000 0 146 STAIN CONCRETE M2 4.0000 2,840.00 693.100 2,772 147 450 MM ALTERNATIVE PIPE CULVERT M 115.0000 18,400.00 144.820 16,654 148 600 MM ALTERNATIVE PIPE CULVERT M 170.0000 47,600.00 308.780 52,492 149 450 MM REINFORCED CONCRETE PIPE M 170.0000 176,800.00 116.600 19,822.00 1,446.000 245,820 150 600 MM REINFORCED CONCRETE PIPE M 190.0000 518,700.00 2,492.628 473,599 151 750 MM REINFORCED CONCRETE PIPE M 288.0000 74,880.00 324.250 93,384 152 900 MM REINFORCED CONCRETE PIPE M 284.0000 21,868.00 96.160 27,309 153 1050 MM REINFORCED CONCRETE PIPE M 989.0000 62,307.00 0.000 0 154 1200 MM REINFORCED CONCRETE PIPE M 500.0000 80,000.00 26.760 13,380.00 374.000 187,000 155 1650 MM REINFORCED CONCRETE PIPE M 861.0000 58,548.00 69.350 59,710 156 2100 MM REINFORCED CONCRETE PIPE M 1,200.0000 115,200.00 95.300 114,360 157 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 02/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 11:56 AM ESTIMATE NO. 50 BID OPENING 10/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 02/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 600 MM BITUMINOUS COATED CORRUGATED M 379.0000 87,170.00 15.915 6,031.79 453.000 171,687 STEEL PIPE DOWNDRAIN (3.51 MM THICK) 159 750 MM BITUMINOUS COATED CORRUGATED M 644.0000 16,100.00 25.000 16,100 STEEL PIPE DOWNDRAIN (3.51 MM THICK) 160 450 MM BITUMINOUS COATED CORRUGATED M 136.0000 1,768.00 0.000 0 STEEL PIPE DOWNDRAIN (3.51 MM THICK) 161 DRAINAGE INLET MARKER EA 222.0000 1,110.00 5.000 1,110 162 GRATED LINE DRAIN M 296.0000 8,880.00 54.390 16,099 163 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 422.0000 20,256.00 48.000 20,256 164 600 MM STEEL FLARED END SECTION EA 662.0000 2,648.00 2.000 1,324 165 450 MM CONCRETE FLARED END SECTION EA 860.0000 3,440.00 2.000 1,720 166 600 MM CONCRETE FLARED END SECTION EA 1,000.0000 20,000.00 4.000 4,000 167 750 MM CONCRETE FLARED END SECTION EA 1,350.0000 1,350.00 0.000 0 168 450 MM ALTERNATIVE FLARED END SECTION EA 500.0000 500.00 0.000 0 169 900 MM REINFORCED CONCRETE PIPE RISER M 1,300.0000 15,600.00 21.446 27,879 170 ABANDON WATER LINE M 12.0000 35,760.00 3,379.190 40,550 171 300 MM STEEL CEMENT-MORTAR LINED AND M 350.0000 255,500.00 647.970 226,789 COATED WATER MAIN (CLASS 350) 172 400 MM STEEL CEMENT-MORTAR LINED AND M 480.0000 432,000.00 910.330 436,958 COATED WATER MAIN (CLASS 350) 173 200 MM CHECK VALVE EA 4,400.0000 4,400.00 0.000 0 174 200 MM STEEL CEMENT-MORTAR LINED AND M 345.0000 58,650.00 168.000 57,960 COATED WATER MAIN (CLASS 350) 175 250 MM POLYVINYL CHLORIDE WATER PIPE M 145.0000 105,850.00 677.000 98,165 (CLASS 200) 176 300 MM POLYVINYL CHLORIDE WATER PIPE M 180.0000 144,000.00 882.340 158,821 (CLASS 200) 177 50 MM AIR RELEASE VALVE EA 4,800.0000 28,800.00 7.000 33,600 178 50 MM BLOW-OFF VALVE EA 2,500.0000 12,500.00 8.000 20,000 179 TELEVISING SEWER MAIN LS 3,000.0000 3,000.00 1.000 3,000 180 200 MM POLYVINYL CHLORIDE WATER PIPE M 163.0000 14,344.00 123.250 20,089 (CLASS 200) 181 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 182 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 02/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 11:56 AM ESTIMATE NO. 50 BID OPENING 10/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 02/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 183 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 184 SEWER MANHOLE EA 7,500.0000 37,500.00 2.000 15,000 185 760 MM SEWER STEEL ENCASEMENT M 485.0000 27,645.00 44.100 21,388 (7.00 MM THICK) 186 MINOR CONCRETE (PIPE ENCASEMENT) M3 344.0000 5,160.00 33.280 11,448 187 ROCK SLOPE PROTECTION (4T, METHOD A) M3 54.0000 9,180.00 0.000 0 188 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 49.0000 1,078,000.00 27,057.800 1,325,832 189 ROCK SLOPE PROTECTION M3 149.0000 11,920.00 0.000 0 (BACKING NO. 1, METHOD B) 190 ROCK SLOPE PROTECTION M3 254.0000 33,020.00 0.000 0 (BACKING NO. 2, METHOD B) 191 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 65.0000 215,150.00 4,061.000 263,965 192 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 90.0000 5,400.00 0.000 0 193 MINOR CONCRETE (SLOPE PROTECTION) M3 367.0000 300,940.00 782.579 287,206 194 ROCK SLOPE PROTECTION FABRIC M2 8.0000 7,600.00 0.000 0 195 MINOR CONCRETE (MISCELLANEOUS M3 450.0000 225,000.00 545.224 245,350 CONSTRUCTION) 196 MISCELLANEOUS IRON AND STEEL KG 5.0000 94,500.00 21,286.000 106,430 197 MISCELLANEOUS METAL KG 11.0000 26,510.00 2,410.000 26,510 (F) (RESTRAINER - BAR TYPE) 198 MISCELLANEOUS METAL (BRIDGE) KG 17.0000 49,980.00 2,940.000 49,980 (F) 199 BRIDGE DECK DRAINAGE SYSTEM KG 11.0000 171,600.00 15,600.000 171,600 (F) 200 WILDLIFE FENCE M 73.0000 751,900.00 7,959.130 581,016 201 ARROYO TOAD FENCE M 7.5000 41,175.00 4,657.500 34,931 202 CONTINUOUS POST BARRICADE M 200.0000 1,400.00 7.000 1,400 203 RAIL FENCE M 100.0000 7,600.00 97.000 9,700 204 LOCKABLE CONTROL GATE EA 7,500.0000 7,500.00 1.000 7,500 205 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 3,000.0000 3,000.00 0.000 0 206 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 5,000.0000 10,000.00 1.500 7,500 207 1.2 M CHAIN LINK GATE (TYPE CL-2.4) EA 1,000.0000 41,000.00 45.000 45,000 208 DELINEATOR (CLASS 1) EA 30.0000 20,400.00 510.000 15,300 209 MILEPOST MARKER EA 50.0000 1,600.00 9.000 450.00 33.000 1,650 PROGRAM CAS145 PAGE 9 DATE 02/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 11:56 AM ESTIMATE NO. 50 BID OPENING 10/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 02/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 210 GUARD RAILING DELINEATOR EA 30.0000 3,600.00 90.000 2,700 211 OBJECT MARKER (TYPE N) EA 50.0000 200.00 2.000 100.00 6.000 300 212 METAL BEAM GUARD RAILING M 75.0000 39,750.00 546.340 40,975 213 TUBULAR HANDRAILING M 200.0000 147,600.00 738.000 147,600 (F) 214 CONCRETE BARRIER (TYPE 25A MODIFIED) M 290.0000 580.00 2.000 580 (F) 215 CABLE RAILING M 78.0000 11,700.00 124.790 9,733 216 TRANSITION RAILING (TYPE WB) EA 2,500.0000 22,500.00 6.750 16,875 217 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 6,750.00 6.750 5,062 218 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 15,000.00 5.000 15,000 219 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 6,000.00 4.000 8,000 220 CRASH CUSHION (REACT 9CBB) EA 27,000.0000 486,000.00 18.000 486,000 221 CONCRETE BARRIER (TYPE 60) M 150.0000 966,000.00 6,760.456 1,014,068 222 CONCRETE BARRIER (TYPE 60A) M 167.0000 11,189.00 83.300 13,911 (F) 223 CONCRETE BARRIER (TYPE 60C) M 210.0000 174,300.00 622.500 130,725 224 CONCRETE BARRIER (TYPE 736) M 166.0000 238,874.00 1,449.000 240,534 (F) 225 THERMOPLASTIC PAVEMENT MARKING M2 34.0000 40,120.00 1,269.400 43,159 226 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 11,430.00 6,429.300 19,287 227 PAINT TRAFFIC STRIPE (1-COAT) M 0.5000 19,250.00 43,284.000 21,642 228 PAINT TRAFFIC STRIPE (2-COAT) M 0.5500 33,550.00 66,820.100 36,751 229 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4000 8,176.00 7,087.000 9,921 230 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 12,705.00 3,631.000 12,708 231 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 1.000 2,500 SYSTEM ELEMENTS DURING CONSTRUCTION 232 SIGNAL AND LIGHTING LS 10,500.0000 10,500.00 1.000 10,500 (TEMPORARY LOCATION 1) 233 SIGNAL AND LIGHTING (LOCATION 1) LS 19,300.0000 19,300.00 1.000 19,300 234 SIGNAL AND LIGHTING (LOCATION 2) LS 240,000.0000 240,000.00 1.000 240,000 235 SIGNAL AND LIGHTING (LOCATION 3) LS 187,000.0000 187,000.00 1.000 187,000 236 SIGNAL AND LIGHTING (LOCATION 4) LS 123,000.0000 123,000.00 1.000 123,000 PROGRAM CAS145 PAGE 10 DATE 02/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 11:56 AM ESTIMATE NO. 50 BID OPENING 10/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 02/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 237 SIGNAL AND LIGHTING (LOCATION 5) LS 258,000.0000 258,000.00 1.000 258,000 238 SIGNAL AND LIGHTING (LOCATION 6) LS 124,000.0000 124,000.00 1.000 124,000 239 SIGNAL AND LIGHTING (LOCATION 7) LS 183,000.0000 183,000.00 1.000 183,000 240 SIGNAL AND LIGHTING (LOCATION 8) LS 127,000.0000 127,000.00 1.000 127,000 241 LIGHTING LS 195,000.0000 195,000.00 1.000 195,000 242 LIGHTING (CITY STREET) LS 55,000.0000 55,000.00 1.000 55,000 243 COMMUNICATION SYSTEM LS 650,000.0000 650,000.00 1.000 650,000 244 NETWORKING AND COMMUNICATION EQUIPMENT LS 75,600.0000 75,600.00 1.000 75,600 245 SPRINKLER CONTROL CONDUIT (BRIDGE) M 47.0000 8,460.00 230.000 10,810 246 ELECTRIC SERVICE (IRRIGATION) LS 9,500.0000 9,500.00 1.000 9,500 247 TRAFFIC MONITORING STATION (LOCATION 1) LS 28,000.0000 28,000.00 1.000 28,000 248 TRAFFIC MONITORING STATION (LOCATION 2) LS 24,000.0000 24,000.00 1.000 24,000 249 150 MM FIRE HYDRANT AND ASSEMBLY EA 4,000.0000 8,000.00 3.000 12,000 250 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 251 REMOVE ASBESTOS CEMENT WATER LINE M 83.0000 46,480.00 554.560 46,028 252 REMOVE SEWER PIPE M 28.0000 3,360.00 166.000 4,648 253 MODIFY MANHOLE EA 6,300.0000 12,600.00 3.000 18,900 254 560 MM SEWER STEEL ENCASEMENT M 1,000.0000 41,000.00 41.000 41,000 (9.5 MM THICK) 255 350 MM POLYVINYL CHLORIDE SEWER FORCE M 2,000.0000 90,000.00 47.440 94,880 MAIN (AWWA C-905) (SDR 26) 256 300 MM POLYVINYL CHLORIDE SEWER PIPE M 365.0000 21,900.00 0.000 0 (SDR 35) 257 250 MM POLYVINYL CHLORIDE SEWER PIPE M 250.0000 32,500.00 137.140 34,285 (SDR 26) PROGRAM CAS145 PAGE 11 DATE 02/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080104 TIME 11:56 AM ESTIMATE NO. 50 BID OPENING 10/29/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/14 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 02/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 64,169.29 53,063,435.11 ADJUSTMENT OF COMPENSATION 186,255.43 2,841,435.05 EXTRA WORK 41,060.61 10,934,829.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 291,485.33 66,839,699.16 258 MOBILIZATION LS 5,500,000.0000 5,500,000.00 1.000 5,500,000 ORIGINAL CONTRACT AMOUNT 61,023,992.00 TOTAL WORK COMPLETED 291,485.33 72,339,699.16 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 1,000.00 -39,219.00 TOTAL 292,485.33 72,300,480.16 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 01/19/10 900 02/03/10 02/03/10 02/27/14 660 102 10 0 100% 100% PROGRESS IS SATISFACTORY FITZGIBBON, EDWARD RESIDENT ENGINEER PROGRAM CAS145 DATE 02/24/14