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 12/22/11 EST. NO.45 TIME 08:25 AM R.E. NAME: FITZGIBBON, EDWARD 11-010614 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 073 0001 39,577.06 A.C. @ L.S.(+) 051011 N CT0010 39,577.06 TOTAL THIS ESTIMATE 7,367,585.42 TOTAL PREVIOUS ESTIMATE 7,407,162.48 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 12/22/11 EST. NO.45 TIME 08:25 AM R.E. NAME: FITZGIBBON, EDWARD 11-010614 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AC COMPACTION -2,963.61 34 OUT OF SPEC CLASS 2 -495.00 36 AC COMPACTION -23,332.50 38 DOWEL BARS -3,423.48 38 MISSING DOCS -50,000.00 41 AC COMPACTION 16,501.05 42 CCO 73 -80,000.00 42 MISSING DOCS 40,000.00 42 CCO 73 80,000.00 44 MISSING DOCS 10,000.00 44 0.00 -13,713.54 LABOR COMPLIANCE VIOLATION O/S PRS JAN -10,000.00 02 O/S PRS FEB -10,000.00 03 O/S PRS MARCH -10,000.00 04 O/S PRS APR -10,000.00 05 PRS RECD JAN 10,000.00 05 PRS RECD FEB 10,000.00 05 PRS RECD MAR 10,000.00 05 O/S PRS MAY -10,000.00 06 O/S PRS JUNE -10,000.00 07 PRS RECD MAY 10,000.00 07 PRS RECD APRIL 10,000.00 07 O/S PRS JULY -10,000.00 08 PRS RECD JUNE 10,000.00 08 O/S PRS AUG -10,000.00 09 O/S PRS SEPT -10,000.00 10 PRS RECD AUG 10,000.00 10 O/S PRS OCT -10,000.00 11 O/S PRS NOV -10,000.00 12 O/S PRS DEC -10,000.00 13 PRS RECD JULY 10,000.00 13 PRS RECD SEPT 10,000.00 13 PRS RECD OCT 10,000.00 13 PRS RECD NOV 10,000.00 13 O/S PRS JAN 09 -10,000.00 14 O/S PRS FEB -10,000.00 15 PRS RECD DEC 08 10,000.00 15 PRS RECD JAN 09 10,000.00 15 PRS RECD FEB 10,000.00 16 O/S PRS APRIL -10,000.00 17 O/S PRS MAY -10,000.00 18 PRS RECD APRIL 10,000.00 18 PRS RECD MAY 10,000.00 19 O/S PRS JULY -10,000.00 20 O/S PRS AUG -10,000.00 21 PRS RECD JULY 10,000.00 21 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 12/22/11 EST. NO.45 TIME 08:25 AM R.E. NAME: FITZGIBBON, EDWARD 11-010614 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- O/S PRS SEPT -10,000.00 22 O/S PRS OCT -5,000.00 23 PRS RECD AUG 10,000.00 23 O/S PRS NOV -5,000.00 24 O/S PRS DEC 09 -5,000.00 25 O/S PRS JAN -1,000.00 26 PRS RECD OCT 5,000.00 26 PRS RECD NOV 5,000.00 26 PRS RECD DEC 5,000.00 26 O/S PRS FEB -1,000.00 27 PRS RECD SEPT 10,000.00 27 PRS RECD JAN 1,000.00 27 O/S PRS MARCH 10 -3,000.00 28 O/S PRS APRIL -1,000.00 29 O/S PRS MAY -1,000.00 30 PRS RECD FEB 1,000.00 30 PRS RECD MARCH 3,000.00 30 O/S PRS JUNE -6,000.00 31 O/S PRS JULY -6,000.00 32 PRS RECD APR 1,000.00 32 PRS RECD MAY 1,000.00 32 PRTL PRS RECD JUNE 5,000.00 32 O/S PRS AUG -2,000.00 33 PRS RECD JULY 6,000.00 33 O/S PRS SEPT -6,000.00 34 PRS RECD JUNE 1,000.00 34 PRTL PRS RECD SEPT 4,000.00 35 O/S PRS DEC -10,000.00 37 PRS RECD AUG 2,000.00 37 PRS RECD SEPT. 2,000.00 37 O/S PRS JAN -4,000.00 38 PRTL PRS RECD DEC 10 7,000.00 38 PRS RECD DEC 10 3,000.00 39 PRTL PRS RECD JAN 2,000.00 39 PRS RECD JAN 2,000.00 40 O/S PAYROLLS -5,000.00 41 PRS RECD 5,000.00 44 0.00 0.00 OTHER OUTSTANDING DOCUMENTS O/S 2402(S), 4401 -10,000.00 41 O/S 2402(S)4402RECD 10,000.00 43 0.00 0.00 TOTAL DEDUCTIONS 0.00 -13,713.54 PROGRAM CAS145 PAGE 1 DATE 12/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 08:25 AM ESTIMATE NO. 45 BID OPENING 11/15/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/10/11 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 12/22/11 LOCATION FINAL ESTIMATE 11-SD-52-14.1/16.3 -------------- ERRECA'S, INC. IN SAN DIEGO COUNTY AT VARIOUS 12570 SLAUGHTERHOUSE CNY ROAD LOCATIONS LAKESIDE CA 92040 FED. AID NO. N O N E CONSTRUCT FOUR-LANE FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 12,500.0000 12,500.00 1.000 12,500.00 002 TIME-RELATED OVERHEAD WDAY 2,065.0000 1,476,475.00 715.000 1,476,475.00 003 TEMPORARY FENCE M 45.0000 7,200.00 0.000 0.00 (S) 004 TEMPORARY FENCE (TYPE ESA) M 15.0000 2,250.00 160.000 2,400.00 (S) 005 CONSTRUCTION SITE MANAGEMENT LS 250,000.0000 250,000.00 1.000 250,000.00 006 PREPARE STORM WATER POLLUTION LS 5,500.0000 5,500.00 1.000 5,500.00 PREVENTION PLAN 007 TEMPORARY EROSION CONTROL M2 0.2000 89,000.00 200,154.450 40,030.89 (S) 008 TEMPORARY FIBER ROLL M 8.0000 412,800.00 64,294.470 514,355.76 009 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,800.0000 112,000.00 40.000 112,000.00 010 TEMPORARY CONSTRUCTION ENTRANCE EA 11,500.0000 115,000.00 15.000 172,500.00 011 TEMPORARY CHECK DAM M 6.0000 17,400.00 5,693.310 34,159.86 012 TEMPORARY STRAW BALE BARRIER M 17.0000 4,250.00 106.070 1,803.19 013 MOVE-IN/MOVE-OUT EA 500.0000 7,500.00 9.000 4,500.00 (S) (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 260.0000 39,000.00 209.000 54,340.00 015 TEMPORARY HYDRAULIC MULCH M2 0.8000 30,240.00 30,295.460 24,236.37 (S) (BONDED FIBER MATRIX) 016 STREET SWEEPING LS 150,000.0000 150,000.00 1.000 150,000.00 017 CONSTRUCTION AREA SIGNS LS 32,000.0000 32,000.00 1.000 32,000.00 (S) 018 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 1.000 300,000.00 (S) 019 TYPE III BARRICADE EA 50.0000 300.00 0.000 0.00 (S) 020 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 1,755.00 14.000 630.00 (S) (LEFT IN PLACE) 021 PORTABLE CHANGEABLE MESSAGE SIGN EA 19,000.0000 76,000.00 4.000 76,000.00 (S) 022 TEMPORARY RAILING (TYPE K) M 26.0000 38,480.00 3,179.866 82,676.52 PROGRAM CAS145 PAGE 2 DATE 12/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 08:25 AM ESTIMATE NO. 45 BID OPENING 11/15/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/10/11 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 12/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TRAFFIC PLASTIC DRUM EA 110.0000 12,100.00 144.000 15,840.00 (S) 024 TEMPORARY CRASH CUSHION MODULE EA 400.0000 13,200.00 66.000 26,400.00 (S) 025 TEMPORARY CRASH CUSHION (ABSORB 350) EA 5,500.0000 38,500.00 14.000 77,000.00 (S) 026 ABANDON CULVERT M 800.0000 3,200.00 67.000 53,600.00 027 ABANDON IRRIGATION CROSSOVER EA 3,000.0000 3,000.00 1.000 3,000.00 028 REMOVE FENCE M 20.0000 58,000.00 4,429.230 88,584.60 (S) 029 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 25.0000 15,750.00 1,950.394 48,759.85 (S) MARKING 030 REMOVE CHANNELIZERS EA 5.0000 310.00 62.000 310.00 (S) 031 REMOVE ROADSIDE SIGN EA 200.0000 200.00 0.000 0.00 032 REMOVE SIGN STRUCTURE EA 4,000.0000 4,000.00 3.000 12,000.00 033 REMOVE ASPHALT CONCRETE DIKE M 55.0000 5,115.00 779.800 42,889.00 034 REMOVE CULVERT M 100.0000 43,000.00 578.184 57,818.40 035 REMOVE INLET EA 3,000.0000 30,000.00 15.000 45,000.00 036 REMOVE SLOPE PAVING LS 6,000.0000 6,000.00 1.000 6,000.00 037 RECONSTRUCT METAL BEAM GUARD RAILING M 65.0000 10,400.00 0.000 0.00 (S) 038 RESET ROADSIDE SIGN EA 200.0000 400.00 2.000 400.00 039 RELOCATE ROADSIDE SIGN EA 200.0000 400.00 4.000 800.00 040 ADJUST INLET EA 3,000.0000 6,000.00 1.000 3,000.00 041 ADJUST FRAME AND COVER TO GRADE EA 1,000.0000 3,000.00 1.000 1,000.00 042 MODIFY SIGN STRUCTURE EA 5,000.0000 5,000.00 2.000 10,000.00 (S) 043 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 29,640.00 16,031.520 96,189.12 (S) 044 REMOVE CONCRETE M3 65.0000 35,100.00 808.269 52,537.49 045 REMOVE CONCRETE (RETAINING WALL) M 35.0000 30,100.00 785.500 27,492.50 046 REMOVE CONCRETE BARRIER (TYPE K) M 25.0000 4,000.00 170.730 4,268.25 047 CLEARING AND GRUBBING LS 120,000.0000 120,000.00 1.000 120,000.00 048 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 1.000 100,000.00 049 ROADWAY EXCAVATION M3 5.5000 3,855,500.00 355,863.120 1,957,247.16 PROGRAM CAS145 PAGE 3 DATE 12/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 08:25 AM ESTIMATE NO. 45 BID OPENING 11/15/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/10/11 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 12/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (BRIDGE) M3 36.0000 227,700.00 6,325.000 227,700.00 (F) 051 STRUCTURE EXCAVATION (TYPE D) M3 150.0000 6,750.00 45.000 6,750.00 (F) 052 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 26,750.00 1,070.000 26,750.00 (F) 053 STRUCTURE BACKFILL (BRIDGE) M3 40.0000 265,800.00 6,645.000 265,800.00 (F) 054 STRUCTURE BACKFILL (RETAINING WALL) M3 75.0000 93,000.00 1,240.000 93,000.00 (F) 055 EARTH RETAINING STRUCTURE, LOCATION A M2 600.0000 204,000.00 340.000 204,000.00 (F) 056 EARTH RETAINING STRUCTURE, LOCATION B M2 500.0000 145,000.00 290.000 145,000.00 (F) 057 EARTH RETAINING STRUCTURE, LOCATION C M2 600.0000 69,000.00 115.000 69,000.00 (F) 058 EARTH RETAINING STRUCTURE, LOCATION D M2 700.0000 392,000.00 560.000 392,000.00 (F) 059 IMPORTED BORROW M3 2.5000 535,000.00 223,396.600 558,491.50 060 HIGHWAY PLANTING LS 10,000.0000 10,000.00 1.000 10,000.00 (S) 061 EROSION CONTROL (TYPE D) M2 0.8000 192,000.00 265,912.220 212,729.78 (S) 062 FIBER ROLLS M 8.0000 47,920.00 10,589.700 84,717.60 063 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 7,500.00 6.000 3,000.00 (S) 064 PLANT ESTABLISHMENT WORK LS 7,000.0000 7,000.00 1.000 7,000.00 (S) 065 MAINTAIN EXISTING IRRIGATION FACILITIES LS 7,000.0000 7,000.00 1.000 7,000.00 (S) 066 IRRIGATION SYSTEM LS 108,000.0000 108,000.00 1.000 108,000.00 (S) 067 NPS 3 SUPPLY LINE (BRIDGE) M 170.0000 137,700.00 0.000 0.00 068 WATER METER EA 30,000.0000 120,000.00 4.000 120,000.00 (S) 069 200 MM CORRUGATED HIGH DENSITY M 210.0000 16,800.00 208.900 43,869.00 (S) POLYETHYLENE PIPE CONDUIT 070 250 MM CORRUGATED HIGH DENSITY M 220.0000 33,000.00 150.000 33,000.00 (S) POLYETHYLENE PIPE CONDUIT 071 EXTEND 350 MM CONDUIT M 350.0000 5,250.00 15.000 5,250.00 (S) 072 FINISHING ROADWAY LS 35,000.0000 35,000.00 1.000 35,000.00 073 CLASS 4 AGGREGATE SUBBASE M3 30.0000 256,500.00 10,292.340 308,770.20 074 CLASS 2 AGGREGATE BASE M3 40.0000 904,000.00 20,089.520 803,580.80 075 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,000.0000 24,000.00 13.910 13,910.00 076 ASPHALT CONCRETE (TYPE A) TONN 102.0000 1,897,200.00 20,942.990 2,136,184.98 PROGRAM CAS145 PAGE 4 DATE 12/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 08:25 AM ESTIMATE NO. 45 BID OPENING 11/15/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/10/11 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 12/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 ASPHALT CONCRETE BASE (TYPE A) TONN 96.0000 1,286,400.00 15,015.250 1,441,464.00 078 PLACE ASPHALT CONCRETE DIKE M 11.0000 46,200.00 4,209.530 46,304.83 079 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 15,300.00 3,607.480 36,074.80 AREA) 080 CONCRETE PAVEMENT M3 245.0000 2,646,000.00 12,530.000 3,069,850.00 081 SEAL PAVEMENT JOINT M 5.0000 89,500.00 17,122.180 85,610.90 082 SEAL LONGITUDINAL ISOLATION JOINT M 15.0000 1,800.00 120.000 1,800.00 083 FURNISH STEEL PILING (HP 360 X 132) M 60.0000 408,000.00 6,735.150 404,109.00 084 DRIVE STEEL PILE (HP 360 X 132) EA 3,000.0000 1,749,000.00 584.000 1,752,000.00 (S) 085 FURNISH STEEL PILING (HP 360 X 174) M 70.0000 190,750.00 2,724.750 190,732.50 086 DRIVE STEEL PILE (HP 360 X 174) EA 3,000.0000 795,000.00 265.000 795,000.00 (S) 087 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 245.0000 47,040.00 184.459 45,192.46 (S) PILING 088 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 562.0000 10,116.00 18.000 10,116.00 (S) PILING 089 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 14,200.0000 2,130,000.00 151.150 2,146,330.00 (S) PILING 090 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 37,607.0000 2,782,918.00 71.668 2,695,218.48 (S) PILING 091 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 26,840.0000 1,476,200.00 54.600 1,465,464.00 (S) PILING (ROCK SOCKET) 092 3.0 CAST-IN-DRILLED-HOLE CONCRETE PILING M 146,825.0000 2,349,200.00 15.662 2,299,573.15 (S) (ROCK SOCKET) 093 FURNISH PILING (CLASS 400) M 30.0000 9,240.00 308.000 9,240.00 (ALTERNATIVE X) 094 DRIVE PILE (CLASS 400) (ALTERNATIVE X) EA 3,900.0000 175,500.00 45.000 175,500.00 (S) 095 PRESTRESSING CAST-IN-PLACE CONCRETE LS 850,000.0000 850,000.00 1.000 850,000.00 (S) 096 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 525,000.00 1,750.000 525,000.00 (F) 097 STRUCTURAL CONCRETE, BRIDGE M3 496.0000 6,879,520.00 13,870.000 6,879,520.00 (F) 098 STRUCTURAL CONCRETE, RETAINING WALL M3 630.0000 327,600.00 520.000 327,600.00 (F) 099 STRUCTURAL CONCRETE, BARRIER SLAB M3 400.0000 104,000.00 260.000 104,000.00 (F) 100 STRUCTURAL CONCRETE, APPROACH SLAB M3 870.0000 648,150.00 745.000 648,150.00 (F) (TYPE N) 101 STRUCTURAL CONCRETE, APPROACH SLAB M3 830.0000 427,450.00 515.000 427,450.00 (F) (TYPE N MODIFIED) 102 CLASS 2 CONCRETE (BOX CULVERT) M3 540.0000 886,680.00 1,642.000 886,680.00 (F) 103 MINOR CONCRETE (MINOR STRUCTURE) M3 2,700.0000 666,900.00 302.514 816,787.80 (F) PROGRAM CAS145 PAGE 5 DATE 12/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 08:25 AM ESTIMATE NO. 45 BID OPENING 11/15/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/10/11 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 12/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 MINOR CONCRETE (SOUND WALL) M3 860.0000 8,600.00 10.000 8,600.00 (F) 105 EXPOSED AGGREGATE FINISH M2 63.0000 28,350.00 450.000 28,350.00 (F) 106 ARCHITECTURAL TREATMENT M2 190.0000 197,600.00 1,040.000 197,600.00 (F) (COBBLESTONE TEXTURE) 107 FRACTURED RIB TEXTURE M2 330.0000 26,400.00 80.000 26,400.00 (F) 108 TRAPEZOIDAL RIB TEXTURE M2 240.0000 50,400.00 210.000 50,400.00 (F) 109 SOUND WALL (MASONRY BLOCK) M2 420.0000 361,200.00 860.000 361,200.00 (SF) 110 JOINT SEAL ASSEMBLY (MR 60 MM) M 380.0000 46,360.00 122.000 46,360.00 (S) 111 JOINT SEAL (MR 50 MM) M 327.0000 125,895.00 370.900 121,284.30 (S) 112 BAR REINFORCING STEEL (BRIDGE) KG 1.1700 2,550,600.00 2,180,000.000 2,550,600.00 (SF) 113 BAR REINFORCING STEEL (RETAINING WALL) KG 3.1000 110,050.00 35,500.000 110,050.00 (SF) 114 BAR REINFORCING STEEL (BOX CULVERT) KG 3.0000 635,607.00 211,869.000 635,607.00 (SF) 115 HEADED BAR REINFORCEMENT EA 80.0000 116,400.00 1,455.000 116,400.00 (SF) 116 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 11.0000 50,490.00 9,540.000 104,940.00 (F) 117 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 5.4000 24,786.00 9,540.000 51,516.00 (SF) 118 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 860,150.00 102,523.000 1,025,230.00 (F) 119 INSTALL SIGN STRUCTURE (TRUSS) KG 1.8000 150,669.00 100,133.000 180,239.40 (F) 120 INSTALL SIGN PANEL ON EXISTING STRUCTURE M2 34.0000 3,842.00 144.700 4,919.80 (F) 121 FURNISH LAMINATED PANEL SIGN M2 155.0000 52,700.00 394.325 61,120.38 (25.4 MM-TYPE A) 122 FURNISH SINGLE SHEET ALUMINUM SIGN M2 70.0000 3,080.00 51.030 3,572.10 (1.6 MM-UNFRAMED) 123 FURNISH SINGLE SHEET ALUMINUM SIGN M2 75.0000 5,100.00 73.300 5,497.50 (2.0 MM-UNFRAMED) 124 FURNISH SINGLE SHEET ALUMINUM SIGN M2 95.0000 1,900.00 20.350 1,933.25 (1.6 MM-FRAMED) 125 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 500.00 15.450 1,545.00 (2.0 MM-FRAMED) 126 920 MM CAST-IN-DRILLED-HOLE M 4,000.0000 56,000.00 22.700 90,800.00 (S) CONCRETE PILE (SIGN FOUNDATION) 127 1372 MM CAST-IN-DRILLED-HOLE M 3,245.0000 171,985.00 53.000 171,985.00 (S) CONCRETE PILE (SIGN FOUNDATION) 128 1524 MM CAST-IN-DRILLED-HOLE M 5,000.0000 145,000.00 43.000 215,000.00 (S) CONCRETE PILE (SIGN FOUNDATION) 129 METAL (RAIL MOUNTED SIGN) KG 25.0000 3,000.00 58.000 1,450.00 (SF) 130 ROADSIDE SIGN - ONE POST EA 100.0000 700.00 11.000 1,100.00 (WEED CONTROL MAT RUBBER) PROGRAM CAS145 PAGE 6 DATE 12/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 08:25 AM ESTIMATE NO. 45 BID OPENING 11/15/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/10/11 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 12/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 ROADSIDE SIGN - ONE POST EA 430.0000 30,530.00 84.000 36,120.00 132 ROADSIDE SIGN - TWO POST EA 1,100.0000 9,900.00 15.000 16,500.00 133 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,000.00 18.000 1,800.00 METHOD) 134 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 200.00 2.000 200.00 EXISTING POST 135 INSTALL SIGN PANEL ON BARRICADE EA 100.0000 200.00 2.000 200.00 136 PAINT CURB (2-COAT) M 7.0000 2,450.00 382.000 2,674.00 137 PREPARE AND STAIN CONCRETE M2 85.0000 88,400.00 896.880 76,234.80 (S) 138 200 MM ALTERNATIVE PIPE CULVERT M 1,100.0000 16,500.00 19.000 20,900.00 139 450 MM ALTERNATIVE PIPE CULVERT M 220.0000 57,200.00 488.000 107,360.00 140 600 MM ALTERNATIVE PIPE CULVERT M 260.0000 871,000.00 3,392.000 881,920.00 141 750 MM ALTERNATIVE PIPE CULVERT M 300.0000 147,000.00 416.000 124,800.00 142 900 MM ALTERNATIVE PIPE CULVERT M 360.0000 79,200.00 221.000 79,560.00 143 1050 MM ALTERNATIVE PIPE CULVERT M 470.0000 65,800.00 133.000 62,510.00 144 1350 MM ALTERNATIVE PIPE CULVERT M 760.0000 174,800.00 231.000 175,560.00 145 1350 MM REINFORCED CONCRETE PIPE M 720.0000 86,400.00 110.000 79,200.00 146 750 MM BITUMINOUS COATED CORRUGATED M 340.0000 15,300.00 52.000 17,680.00 STEEL PIPE (2.01 MM THICK) 147 450 MM BITUMINOUS COATED CORRUGATED M 200.0000 54,000.00 285.000 57,000.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 148 600 MM BITUMINOUS COATED CORRUGATED M 200.0000 42,000.00 177.000 35,400.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 149 GRATED LINE DRAIN M 500.0000 15,500.00 31.000 15,500.00 150 1200 MM CORRUGATED STEEL PIPE RISER M 3,700.0000 10,360.00 8.490 31,413.00 (2.01 MM THICK) 151 450 MM ALTERNATIVE FLARED END SECTION EA 510.0000 4,590.00 10.000 5,100.00 152 600 MM ALTERNATIVE FLARED END SECTION EA 600.0000 4,800.00 8.000 4,800.00 153 750 MM ALTERNATIVE FLARED END SECTION EA 750.0000 750.00 1.000 750.00 154 900 MM REINFORCED CONCRETE PIPE RISER M 850.0000 8,500.00 8.150 6,927.50 155 TELEVISING SEWER MAIN M 21.0000 2,310.00 921.000 19,341.00 (S) 156 MINOR CONCRETE (PIPE ENCASEMENT) M3 600.0000 600.00 6.427 3,856.20 PROGRAM CAS145 PAGE 7 DATE 12/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 08:25 AM ESTIMATE NO. 45 BID OPENING 11/15/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/10/11 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 12/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 157 ROCK SLOPE PROTECTION M3 90.0000 87,300.00 1,034.170 93,075.30 (BACKING NO. 1, METHOD B) 158 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 30.0000 51,000.00 1,693.665 50,809.95 159 CONCRETE (SLOPE PROTECTION) M3 1,200.0000 38,400.00 119.150 142,980.00 160 SLOPE PAVING (CONCRETE) M3 1,400.0000 371,000.00 271.000 379,400.00 (F) 161 SLOPE PAVING (MASONRY BLOCK) M2 204.0000 405,960.00 1,990.000 405,960.00 (F) 162 SLOPE PAVING (ROCK COBBLE) M2 130.0000 117,000.00 900.000 117,000.00 (F) 163 MINOR CONCRETE (DITCH LINING) M3 500.0000 60,000.00 99.013 49,506.50 164 ROCK SLOPE PROTECTION FABRIC M2 3.6000 20,484.00 3,717.535 13,383.13 165 MINOR CONCRETE (GUTTER) M 340.0000 3,060.00 9.000 3,060.00 (F) 166 MINOR CONCRETE (CURB, GUTTER, SIDEWALK, M3 790.0000 308,100.00 504.811 398,800.69 CONCRETE BARRIER TRANSITION, AND DRIVEWAY) 167 MINOR CONCRETE (TEXTURED PAVING) M2 92.0000 282,440.00 2,993.383 275,391.24 168 MISCELLANEOUS IRON AND STEEL KG 4.0000 111,796.00 31,523.000 126,092.00 (SF) 169 CHAIN LINK FENCE (TYPE CL-0.9, M 100.0000 900.00 65.000 6,500.00 (S) VINYL-CLAD) 170 CHAIN LINK FENCE (TYPE CL-1.8, M 48.0000 239,040.00 4,655.430 223,460.64 (S) VINYL-CLAD) 171 CHAIN LINK GATE EA 725.0000 9,425.00 29.000 21,025.00 (S) 172 CONCRETE BARRIER MARKER EA 20.0000 1,420.00 514.000 10,280.00 173 DELINEATOR (CLASS 1) EA 50.0000 6,500.00 86.000 4,300.00 174 GUARD RAILING DELINEATOR EA 20.0000 1,500.00 77.000 1,540.00 175 METAL BEAM GUARD RAILING M 85.0000 54,400.00 748.100 63,588.50 (S) 176 CONCRETE BARRIER (TYPE K) M 54.0000 4,968.00 0.000 0.00 177 DOUBLE METAL BEAM GUARD RAILING M 150.0000 6,450.00 43.000 6,450.00 (S) 178 TRANSITION RAILING (TYPE WB) EA 5,600.0000 67,200.00 15.000 84,000.00 (S) 179 RAIL TENSIONING ASSEMBLY EA 550.0000 2,200.00 2.000 1,100.00 (S) 180 TERMINAL SYSTEM (TYPE CAT) EA 6,000.0000 30,000.00 7.000 42,000.00 (S) 181 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 300.0000 1,500.00 7.000 2,100.00 (S) 182 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 7,000.00 9.000 6,300.00 (S) PROGRAM CAS145 PAGE 8 DATE 12/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 08:25 AM ESTIMATE NO. 45 BID OPENING 11/15/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/10/11 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 12/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 183 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 40,000.00 8.000 20,000.00 (S) 184 CRASH CUSHION (REACT 9CBB) EA 54,000.0000 162,000.00 3.000 162,000.00 (S) 185 CONCRETE BARRIER (TYPE 60) M 135.0000 463,050.00 3,666.500 494,977.50 186 CONCRETE BARRIER (TYPE 60A) M 175.0000 63,700.00 364.000 63,700.00 (F) 187 CONCRETE BARRIER (TYPE 60E) M 200.0000 10,400.00 258.500 51,700.00 188 CONCRETE BARRIER (TYPE 736) M 276.0000 555,036.00 1,224.000 337,824.00 (F) 189 CONCRETE BARRIER (TYPE 736A) M 206.0000 24,308.00 118.000 24,308.00 (F) 190 CONCRETE BARRIER (TYPE 736 MODIFIED) M 316.0000 238,896.00 756.000 238,896.00 (F) 191 CONCRETE BARRIER (TYPE 736A MODIFIED) M 216.0000 17,064.00 79.000 17,064.00 (F) 192 CONCRETE BARRIER (TYPE 736SV) M 647.0000 54,348.00 84.000 54,348.00 (F) 193 CONCRETE BARRIER (TYPE 742) M 440.0000 144,320.00 328.000 144,320.00 (F) 194 THERMOPLASTIC PAVEMENT MARKING M2 36.0000 13,680.00 459.460 16,540.56 (S) 195 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.8000 8,484.00 3,119.000 8,733.20 (S) 196 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,070.00 1,992.000 1,992.00 (S) (BROKEN 3.66 M - 0.92 M) 197 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 286.00 241.000 313.30 (S) (BROKEN 5.18 M - 2.14 M) 198 PAINT TRAFFIC STRIPE (2-COAT) M 0.7500 22,425.00 55,690.057 41,767.54 (S) 199 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 6,495.00 4,211.000 6,316.50 (S) 200 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6000 10,836.00 4,202.000 15,127.20 (S) 201 SIGNAL AND LIGHTING (LOCATION 1) LS 198,000.0000 198,000.00 1.000 198,000.00 (S) 202 SIGNAL AND LIGHTING (LOCATION 2) LS 119,000.0000 119,000.00 1.000 119,000.00 (S) 203 SIGNAL AND LIGHTING (CITY) LS 2,500.0000 2,500.00 1.000 2,500.00 (S) 204 LIGHTING (CITY STREET) LS 47,500.0000 47,500.00 1.000 47,500.00 (S) 205 LIGHTING AND SIGN ILLUMINATION LS 575,000.0000 575,000.00 1.000 575,000.00 (S) 206 INTERCONNECTION CONDUIT AND CABLE (CITY) M 55.0000 15,400.00 0.000 0.00 (S) 207 LIGHTING CONDUIT (BRIDGE) M 50.0000 56,000.00 1,120.008 56,000.40 (S) 208 COMMUNICATION CONDUIT SYSTEM LS 400,000.0000 400,000.00 1.000 400,000.00 (S) 209 SPRINKLER CONTROL CONDUIT (BRIDGE) M 45.0000 38,700.00 860.000 38,700.00 (S) PROGRAM CAS145 PAGE 9 DATE 12/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 08:25 AM ESTIMATE NO. 45 BID OPENING 11/15/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/10/11 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 12/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 210 TRAFFIC MONITORING STATION (LOCATION 1) LS 20,000.0000 20,000.00 1.000 20,000.00 (S) 211 TRAFFIC MONITORING STATION (LOCATION 2) LS 38,000.0000 38,000.00 1.000 38,000.00 (S) 212 RAMP METERING SYSTEM (LOCATION 1) LS 58,000.0000 58,000.00 1.000 58,000.00 (S) 213 RAMP METERING SYSTEM (LOCATION 2) LS 66,000.0000 66,000.00 1.000 66,000.00 (S) 214 RAMP METERING SYSTEM (LOCATION 3) LS 73,000.0000 73,000.00 1.000 73,000.00 (S) 215 TRACK WORK LS 38,000.0000 38,000.00 1.000 38,000.00 (S) 216 CATENARY WORK - PHASE 1 LS 55,000.0000 55,000.00 1.000 55,000.00 (S) 217 CATENARY WORK - PHASE 2 LS 30,000.0000 30,000.00 1.000 30,000.00 (S) PROGRAM CAS145 PAGE 10 DATE 12/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 08:25 AM ESTIMATE NO. 45 BID OPENING 11/15/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/10/11 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 12/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 54,331,253.12 ADJUSTMENT OF COMPENSATION 39,577.06 851,151.25 EXTRA WORK 0.00 6,556,011.23 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 39,577.06 61,738,415.60 218 MOBILIZATION LS 380,000.0000 2,380,000.00 1.000 2,380,000.00 ORIGINAL CONTRACT AMOUNT 56,821,094.00 TOTAL WORK COMPLETED 39,577.06 64,118,415.60 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -13,713.54 TOTAL 39,577.06 64,104,702.06 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/31/07 965 01/15/08 01/15/08 05/10/11 773 54 58 0 100% 100% FITZGIBBON, EDWARD RESIDENT ENGINEER PROGRAM CAS145 DATE 12/22/11