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 05/21/08 EST. NO.05 TIME 02:35 PM 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 --------------------------------------------------------------------------- 002 0002 303.81 E.W. @ F.A.(+) 040808 N 0086.0 003 0004 878.29 E.W. @ F.A.(+) 031208 N 0087.0 0005 508.26 040108 N 0088.0 0006 1,258.45 041508 N 0089.0 0007 618.41 042208 N 0090.0 011 0109 14,668.01 E.W. @ F.A.(+) 033108 N 0065.0 0118 15,289.98 040708 N 0070.0 0122 14,014.04 041408 N 0075.0 0123 12,394.41 041508 N 0076.0 0124 17,883.68 041508 N 0076.1 0125 13,254.13 041608 N 0077.0 0126 17,860.74 041608 N 0077.1 0127 13,216.18 041708 N 0078.0 0128 18,308.12 041708 N 0078.1 0129 13,051.90 041808 N 0079.0 0130 19,145.52 041808 N 0079.1 0131 19,088.16 042108 N 0080.1 0132 16,403.89 042208 N 0081.1 0133 17,298.65 042308 N 0082.1 0134 18,354.00 042408 N 0083.1 0135 17,746.03 042508 N 0084.1 0136 16,615.01 040808 N 0071.0 0137 18,309.22 041108 N 0074.0 0138 1,250.70 040108 N 66.2 0 0139 1,000.56 040208 N 67.2 0 0140 2,001.12 040308 N 68.2 0 0141 1,500.84 040408 N 69.2 0 0142 1,000.56 040708 N 70.2 0 0143 1,750.98 040808 N 71.2 0 0144 1,750.98 040908 N 72.2 0 0145 1,000.56 041008 N 73.2 0 0146 2,001.12 041108 N 74.2 0 0147 1,000.56 041408 N 75.2 0 0148 1,750.98 041508 N 76.2 0 0149 1,750.98 041608 N 77.2 0 0150 1,500.84 041708 N 78.2 0 0151 1,750.98 041808 N 79.2 0 0152 1,750.98 042108 N 80.2 0 0153 1,500.84 042208 N 81.2 0 0154 1,250.70 042308 N 82.2 0 0155 1,500.84 042408 N 83.2 0 0156 2,001.12 042508 N 84.2 0 0158 14,061.13 042208 N 0081.0 0159 16,569.25 042308 N 0082.0 0160 16,485.32 042408 N 0083.0 0161 17,891.83 042508 N 0084.0 0162 18,847.27 042808 N 0085.1 0163 -208,166.00 A.C. @ L.S.(-) 050108 N 5 0 0164 19,111.10 E.W. @ F.A.(+) 042908 N 0092.1 0165 19,260.23 043008 N 0093.1 0166 17,622.78 042808 N 0085.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 05/21/08 EST. NO.05 TIME 02:35 PM 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 --------------------------------------------------------------------------- 0167 18,388.00 042908 N 0092.0 0168 18,031.95 043008 N 0093.0 013 0006 105.86 E.W. @ F.A.(+) 033108 N 0100.0 018 0001 530.87 E.W. @ F.A.(+) 033108 N 0095.0 0002 2,615.58 040708 N 0096.0 0003 12,506.34 040808 N 0097.0 0004 1,422.48 041708 N 0099.0 310,769.12 TOTAL THIS ESTIMATE 1,792,464.19 TOTAL PREVIOUS ESTIMATE 2,103,233.31 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 05/21/08 EST. NO.05 TIME 02:35 PM R.E. NAME: FITZGIBBON, EDWARD 11-010614 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 20,000.00 -10,000.00 TOTAL DEDUCTIONS 20,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 05/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 02:35 PM ESTIMATE NO. 05 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 05/20/08 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 05/21/08 LOCATION PROGRESS 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 12,500.0000 12,500.00 0.250 3,125.00 02 TIME-RELATED OVERHEAD WDAY 2,065.0000 1,476,475.00 22.000 45,430.00 83.000 171,395.00 03 TEMPORARY FENCE M 45.0000 7,200.00 0.000 0.00 S) 04 TEMPORARY FENCE (TYPE ESA) M 15.0000 2,250.00 160.000 2,400.00 S) 05 CONSTRUCTION SITE MANAGEMENT LS 250,000.0000 250,000.00 0.031 7,750.00 0.116 29,000.00 06 PREPARE STORM WATER POLLUTION LS 5,500.0000 5,500.00 0.012 66.00 0.546 3,003.00 PREVENTION PLAN 07 TEMPORARY EROSION CONTROL M2 0.2000 89,000.00 0.000 0.00 S) 08 TEMPORARY FIBER ROLL M 8.0000 412,800.00 2,299.000 18,392.00 6,027.000 48,216.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,800.0000 112,000.00 1.230 3,444.00 4.643 13,000.40 10 TEMPORARY CONSTRUCTION ENTRANCE EA 11,500.0000 115,000.00 11.000 126,500.00 11 TEMPORARY CHECK DAM M 6.0000 17,400.00 116.000 696.00 12 TEMPORARY STRAW BALE BARRIER M 17.0000 4,250.00 0.000 0.00 13 MOVE-IN/MOVE-OUT EA 500.0000 7,500.00 0.000 0.00 S) (TEMPORARY EROSION CONTROL) 14 TEMPORARY DRAINAGE INLET PROTECTION EA 260.0000 39,000.00 3.000 780.00 23.000 5,980.00 15 TEMPORARY HYDRAULIC MULCH M2 0.8000 30,240.00 0.000 0.00 S) (BONDED FIBER MATRIX) 16 STREET SWEEPING LS 150,000.0000 150,000.00 0.031 4,650.00 0.116 17,400.00 17 CONSTRUCTION AREA SIGNS LS 32,000.0000 32,000.00 0.012 384.00 0.446 14,272.00 S) 18 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.031 9,300.00 0.116 34,800.00 S) 19 TYPE III BARRICADE EA 50.0000 300.00 0.000 0.00 S) 20 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 1,755.00 0.000 0.00 S) (LEFT IN PLACE) 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 19,000.0000 76,000.00 0.061 1,159.00 2.232 42,408.00 S) 22 TEMPORARY RAILING (TYPE K) M 26.0000 38,480.00 402.500 10,465.00 PROGRAM CAS145 PAGE 2 DATE 05/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 02:35 PM ESTIMATE NO. 05 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 05/20/08 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 05/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TRAFFIC PLASTIC DRUM EA 110.0000 12,100.00 0.000 0.00 S) 24 TEMPORARY CRASH CUSHION MODULE EA 400.0000 13,200.00 0.000 0.00 S) 25 TEMPORARY CRASH CUSHION (ABSORB 350) EA 5,500.0000 38,500.00 0.000 0.00 S) 26 ABANDON CULVERT M 800.0000 3,200.00 0.000 0.00 27 ABANDON IRRIGATION CROSSOVER EA 3,000.0000 3,000.00 0.000 0.00 28 REMOVE FENCE M 20.0000 58,000.00 2,773.500 55,470.00 S) 29 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 25.0000 15,750.00 0.000 0.00 S) MARKING 30 REMOVE CHANNELIZERS EA 5.0000 310.00 0.000 0.00 S) 31 REMOVE ROADSIDE SIGN EA 200.0000 200.00 0.000 0.00 32 REMOVE SIGN STRUCTURE EA 4,000.0000 4,000.00 0.000 0.00 33 REMOVE ASPHALT CONCRETE DIKE M 55.0000 5,115.00 0.000 0.00 34 REMOVE CULVERT M 100.0000 43,000.00 89.600 8,960.00 336.304 33,630.40 35 REMOVE INLET EA 3,000.0000 30,000.00 4.000 12,000.00 36 REMOVE SLOPE PAVING LS 6,000.0000 6,000.00 0.000 0.00 37 RECONSTRUCT METAL BEAM GUARD RAILING M 65.0000 10,400.00 0.000 0.00 S) 38 RESET ROADSIDE SIGN EA 200.0000 400.00 0.000 0.00 39 RELOCATE ROADSIDE SIGN EA 200.0000 400.00 0.000 0.00 40 ADJUST INLET EA 3,000.0000 6,000.00 0.000 0.00 41 ADJUST FRAME AND COVER TO GRADE EA 1,000.0000 3,000.00 0.000 0.00 42 MODIFY SIGN STRUCTURE EA 5,000.0000 5,000.00 0.000 0.00 S) 43 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 29,640.00 0.000 0.00 S) 44 REMOVE CONCRETE M3 65.0000 35,100.00 91.169 5,925.99 474.379 30,834.64 45 REMOVE CONCRETE (RETAINING WALL) M 35.0000 30,100.00 624.500 21,857.50 46 REMOVE CONCRETE BARRIER (TYPE K) M 25.0000 4,000.00 0.000 0.00 47 CLEARING AND GRUBBING LS 120,000.0000 120,000.00 1.000 120,000.00 48 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.031 3,100.00 0.116 11,600.00 49 ROADWAY EXCAVATION M3 5.5000 3,855,500.00 123,884.000 681,362.00 185,552.000 1,020,536.00 PROGRAM CAS145 PAGE 3 DATE 05/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 02:35 PM ESTIMATE NO. 05 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 05/20/08 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 05/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION (BRIDGE) M3 36.0000 227,700.00 2,957.839 106,482.20 4,952.490 178,289.64 F) 51 STRUCTURE EXCAVATION (TYPE D) M3 150.0000 6,750.00 0.000 0.00 F) 52 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 26,750.00 140.000 3,500.00 F) 53 STRUCTURE BACKFILL (BRIDGE) M3 40.0000 265,800.00 111.000 4,440.00 111.000 4,440.00 F) 54 STRUCTURE BACKFILL (RETAINING WALL) M3 75.0000 93,000.00 0.000 0.00 F) 55 EARTH RETAINING STRUCTURE, LOCATION A M2 600.0000 204,000.00 0.000 0.00 F) 56 EARTH RETAINING STRUCTURE, LOCATION B M2 500.0000 145,000.00 0.000 0.00 F) 57 EARTH RETAINING STRUCTURE, LOCATION C M2 600.0000 69,000.00 0.000 0.00 F) 58 EARTH RETAINING STRUCTURE, LOCATION D M2 700.0000 392,000.00 0.000 0.00 F) 59 IMPORTED BORROW M3 2.5000 535,000.00 23,279.000 58,197.50 77,637.000 194,092.50 60 HIGHWAY PLANTING LS 10,000.0000 10,000.00 0.000 0.00 S) 61 EROSION CONTROL (TYPE D) M2 0.8000 192,000.00 0.000 0.00 S) 62 FIBER ROLLS M 8.0000 47,920.00 0.000 0.00 63 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 7,500.00 0.000 0.00 S) 64 PLANT ESTABLISHMENT WORK LS 7,000.0000 7,000.00 0.000 0.00 S) 65 MAINTAIN EXISTING IRRIGATION FACILITIES LS 7,000.0000 7,000.00 0.000 0.00 S) 66 IRRIGATION SYSTEM LS 108,000.0000 108,000.00 0.000 0.00 S) 67 NPS 3 SUPPLY LINE (BRIDGE) M 170.0000 137,700.00 0.000 0.00 68 WATER METER EA 30,000.0000 120,000.00 4.000 120,000.00 S) 69 200 MM CORRUGATED HIGH DENSITY M 210.0000 16,800.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 70 250 MM CORRUGATED HIGH DENSITY M 220.0000 33,000.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 71 EXTEND 350 MM CONDUIT M 350.0000 5,250.00 0.000 0.00 S) 72 FINISHING ROADWAY LS 35,000.0000 35,000.00 0.000 0.00 73 CLASS 4 AGGREGATE SUBBASE M3 30.0000 256,500.00 0.000 0.00 74 CLASS 2 AGGREGATE BASE M3 40.0000 904,000.00 0.000 0.00 75 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,000.0000 24,000.00 0.000 0.00 76 ASPHALT CONCRETE (TYPE A) TONN 102.0000 1,897,200.00 97.760 9,971.52 283.470 28,913.94 PROGRAM CAS145 PAGE 4 DATE 05/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 02:35 PM ESTIMATE NO. 05 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 05/20/08 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 05/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ASPHALT CONCRETE BASE (TYPE A) TONN 96.0000 1,286,400.00 0.000 0.00 78 PLACE ASPHALT CONCRETE DIKE M 11.0000 46,200.00 0.000 0.00 79 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 15,300.00 0.000 0.00 AREA) 80 CONCRETE PAVEMENT M3 245.0000 2,646,000.00 0.000 0.00 81 SEAL PAVEMENT JOINT M 5.0000 89,500.00 0.000 0.00 82 SEAL LONGITUDINAL ISOLATION JOINT M 15.0000 1,800.00 0.000 0.00 83 FURNISH STEEL PILING (HP 360 X 132) M 60.0000 408,000.00 290.290 17,417.40 4,192.400 251,544.00 84 DRIVE STEEL PILE (HP 360 X 132) EA 3,000.0000 1,749,000.00 26.000 78,000.00 285.000 855,000.00 S) 85 FURNISH STEEL PILING (HP 360 X 174) M 70.0000 190,750.00 91.440 6,400.80 2,117.140 148,199.80 86 DRIVE STEEL PILE (HP 360 X 174) EA 3,000.0000 795,000.00 99.000 297,000.00 166.000 498,000.00 S) 87 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 245.0000 47,040.00 0.000 0.00 S) PILING 88 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 562.0000 10,116.00 0.000 0.00 S) PILING 89 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 14,200.0000 2,130,000.00 0.000 0.00 S) PILING 90 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 37,607.0000 2,782,918.00 5.805 218,308.64 14.940 561,848.58 S) PILING 91 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 26,840.0000 1,476,200.00 0.000 0.00 S) PILING (ROCK SOCKET) 92 3.0 CAST-IN-DRILLED-HOLE CONCRETE PILING M 146,825.0000 2,349,200.00 2.500 367,062.50 4.240 622,538.00 S) (ROCK SOCKET) 93 FURNISH PILING (CLASS 400) M 30.0000 9,240.00 308.000 9,240.00 (ALTERNATIVE X) 94 DRIVE PILE (CLASS 400) (ALTERNATIVE X) EA 3,900.0000 175,500.00 45.000 175,500.00 S) 95 PRESTRESSING CAST-IN-PLACE CONCRETE LS 850,000.0000 850,000.00 0.000 0.00 S) 96 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 525,000.00 707.500 212,250.00 900.820 270,246.00 F) 97 STRUCTURAL CONCRETE, BRIDGE M3 496.0000 6,879,520.00 169.000 83,824.00 276.000 136,896.00 F) 98 STRUCTURAL CONCRETE, RETAINING WALL M3 630.0000 327,600.00 0.000 0.00 F) 99 STRUCTURAL CONCRETE, BARRIER SLAB M3 400.0000 104,000.00 0.000 0.00 F) 00 STRUCTURAL CONCRETE, APPROACH SLAB M3 870.0000 648,150.00 0.000 0.00 F) (TYPE N) 01 STRUCTURAL CONCRETE, APPROACH SLAB M3 830.0000 427,450.00 0.000 0.00 F) (TYPE N MODIFIED) 02 CLASS 2 CONCRETE (BOX CULVERT) M3 540.0000 886,680.00 232.000 125,280.00 1,565.320 845,272.80 F) 03 MINOR CONCRETE (MINOR STRUCTURE) M3 2,700.0000 666,900.00 30.320 81,864.00 68.310 184,437.00 F) PROGRAM CAS145 PAGE 5 DATE 05/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 02:35 PM ESTIMATE NO. 05 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 05/20/08 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 05/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MINOR CONCRETE (SOUND WALL) M3 860.0000 8,600.00 0.000 0.00 F) 05 EXPOSED AGGREGATE FINISH M2 63.0000 28,350.00 0.000 0.00 F) 06 ARCHITECTURAL TREATMENT M2 190.0000 197,600.00 0.000 0.00 F) (COBBLESTONE TEXTURE) 07 FRACTURED RIB TEXTURE M2 330.0000 26,400.00 0.000 0.00 F) 08 TRAPEZOIDAL RIB TEXTURE M2 240.0000 50,400.00 60.000 14,400.00 60.000 14,400.00 F) 09 SOUND WALL (MASONRY BLOCK) M2 420.0000 361,200.00 0.000 0.00 SF) 10 JOINT SEAL ASSEMBLY (MR 60 MM) M 380.0000 46,360.00 0.000 0.00 S) 11 JOINT SEAL (MR 50 MM) M 327.0000 125,895.00 0.000 0.00 S) 12 BAR REINFORCING STEEL (BRIDGE) KG 1.1700 2,550,600.00 91,551.000 107,114.67 164,739.000 192,744.63 SF) 13 BAR REINFORCING STEEL (RETAINING WALL) KG 3.1000 110,050.00 0.000 0.00 SF) 14 BAR REINFORCING STEEL (BOX CULVERT) KG 3.0000 635,607.00 40,287.608 120,862.82 211,869.000 635,607.00 SF) 15 HEADED BAR REINFORCEMENT EA 80.0000 116,400.00 1,455.000 116,400.00 1,455.000 116,400.00 SF) 16 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 11.0000 50,490.00 0.000 0.00 F) 17 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 5.4000 24,786.00 0.000 0.00 SF) 18 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 860,150.00 0.000 0.00 F) 19 INSTALL SIGN STRUCTURE (TRUSS) KG 1.8000 150,669.00 0.000 0.00 F) 20 INSTALL SIGN PANEL ON EXISTING STRUCTURE M2 34.0000 3,842.00 0.000 0.00 F) 21 FURNISH LAMINATED PANEL SIGN M2 155.0000 52,700.00 0.000 0.00 (25.4 MM-TYPE A) 22 FURNISH SINGLE SHEET ALUMINUM SIGN M2 70.0000 3,080.00 0.000 0.00 (1.6 MM-UNFRAMED) 23 FURNISH SINGLE SHEET ALUMINUM SIGN M2 75.0000 5,100.00 0.000 0.00 (2.0 MM-UNFRAMED) 24 FURNISH SINGLE SHEET ALUMINUM SIGN M2 95.0000 1,900.00 0.000 0.00 (1.6 MM-FRAMED) 25 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 500.00 0.000 0.00 (2.0 MM-FRAMED) 26 920 MM CAST-IN-DRILLED-HOLE M 4,000.0000 56,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 27 1372 MM CAST-IN-DRILLED-HOLE M 3,245.0000 171,985.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 28 1524 MM CAST-IN-DRILLED-HOLE M 5,000.0000 145,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 29 METAL (RAIL MOUNTED SIGN) KG 25.0000 3,000.00 0.000 0.00 SF) 30 ROADSIDE SIGN - ONE POST EA 100.0000 700.00 0.000 0.00 (WEED CONTROL MAT RUBBER) PROGRAM CAS145 PAGE 6 DATE 05/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 02:35 PM ESTIMATE NO. 05 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 05/20/08 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 05/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ROADSIDE SIGN - ONE POST EA 430.0000 30,530.00 0.000 0.00 32 ROADSIDE SIGN - TWO POST EA 1,100.0000 9,900.00 0.000 0.00 33 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,000.00 0.000 0.00 METHOD) 34 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 200.00 0.000 0.00 EXISTING POST 35 INSTALL SIGN PANEL ON BARRICADE EA 100.0000 200.00 0.000 0.00 36 PAINT CURB (2-COAT) M 7.0000 2,450.00 0.000 0.00 37 PREPARE AND STAIN CONCRETE M2 85.0000 88,400.00 0.000 0.00 S) 38 200 MM ALTERNATIVE PIPE CULVERT M 1,100.0000 16,500.00 0.000 0.00 39 450 MM ALTERNATIVE PIPE CULVERT M 220.0000 57,200.00 29.000 6,380.00 68.000 14,960.00 40 600 MM ALTERNATIVE PIPE CULVERT M 260.0000 871,000.00 643.300 167,258.00 1,358.260 353,147.60 41 750 MM ALTERNATIVE PIPE CULVERT M 300.0000 147,000.00 23.000 6,900.00 95.000 28,500.00 42 900 MM ALTERNATIVE PIPE CULVERT M 360.0000 79,200.00 210.000 75,600.00 43 1050 MM ALTERNATIVE PIPE CULVERT M 470.0000 65,800.00 133.000 62,510.00 44 1350 MM ALTERNATIVE PIPE CULVERT M 760.0000 174,800.00 231.000 175,560.00 231.000 175,560.00 45 1350 MM REINFORCED CONCRETE PIPE M 720.0000 86,400.00 110.000 79,200.00 46 750 MM BITUMINOUS COATED CORRUGATED M 340.0000 15,300.00 0.000 0.00 STEEL PIPE (2.01 MM THICK) 47 450 MM BITUMINOUS COATED CORRUGATED M 200.0000 54,000.00 21.000 4,200.00 21.000 4,200.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 48 600 MM BITUMINOUS COATED CORRUGATED M 200.0000 42,000.00 0.000 0.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 49 GRATED LINE DRAIN M 500.0000 15,500.00 0.000 0.00 50 1200 MM CORRUGATED STEEL PIPE RISER M 3,700.0000 10,360.00 0.000 0.00 (2.01 MM THICK) 51 450 MM ALTERNATIVE FLARED END SECTION EA 510.0000 4,590.00 0.000 0.00 52 600 MM ALTERNATIVE FLARED END SECTION EA 600.0000 4,800.00 0.000 0.00 53 750 MM ALTERNATIVE FLARED END SECTION EA 750.0000 750.00 0.000 0.00 54 900 MM REINFORCED CONCRETE PIPE RISER M 850.0000 8,500.00 4.000 3,400.00 4.000 3,400.00 55 TELEVISING SEWER MAIN M 21.0000 2,310.00 921.000 19,341.00 S) 56 MINOR CONCRETE (PIPE ENCASEMENT) M3 600.0000 600.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 05/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 02:35 PM ESTIMATE NO. 05 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 05/20/08 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 05/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 ROCK SLOPE PROTECTION M3 90.0000 87,300.00 889.000 80,010.00 (BACKING NO. 1, METHOD B) 58 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 30.0000 51,000.00 1,486.000 44,580.00 59 CONCRETE (SLOPE PROTECTION) M3 1,200.0000 38,400.00 0.000 0.00 60 SLOPE PAVING (CONCRETE) M3 1,400.0000 371,000.00 0.000 0.00 F) 61 SLOPE PAVING (MASONRY BLOCK) M2 204.0000 405,960.00 0.000 0.00 F) 62 SLOPE PAVING (ROCK COBBLE) M2 130.0000 117,000.00 0.000 0.00 F) 63 MINOR CONCRETE (DITCH LINING) M3 500.0000 60,000.00 0.000 0.00 64 ROCK SLOPE PROTECTION FABRIC M2 3.6000 20,484.00 2,915.850 10,497.06 65 MINOR CONCRETE (GUTTER) M 340.0000 3,060.00 0.000 0.00 F) 66 MINOR CONCRETE (CURB, GUTTER, SIDEWALK, M3 790.0000 308,100.00 0.000 0.00 CONCRETE BARRIER TRANSITION, AND DRIVEWAY) 67 MINOR CONCRETE (TEXTURED PAVING) M2 92.0000 282,440.00 0.000 0.00 68 MISCELLANEOUS IRON AND STEEL KG 4.0000 111,796.00 751.000 3,004.00 2,527.000 10,108.00 SF) 69 CHAIN LINK FENCE (TYPE CL-0.9, M 100.0000 900.00 0.000 0.00 S) VINYL-CLAD) 70 CHAIN LINK FENCE (TYPE CL-1.8, M 48.0000 239,040.00 226.000 10,848.00 S) VINYL-CLAD) 71 CHAIN LINK GATE EA 725.0000 9,425.00 0.000 0.00 S) 72 CONCRETE BARRIER MARKER EA 20.0000 1,420.00 0.000 0.00 73 DELINEATOR (CLASS 1) EA 50.0000 6,500.00 0.000 0.00 74 GUARD RAILING DELINEATOR EA 20.0000 1,500.00 0.000 0.00 75 METAL BEAM GUARD RAILING M 85.0000 54,400.00 0.000 0.00 S) 76 CONCRETE BARRIER (TYPE K) M 54.0000 4,968.00 0.000 0.00 77 DOUBLE METAL BEAM GUARD RAILING M 150.0000 6,450.00 0.000 0.00 S) 78 TRANSITION RAILING (TYPE WB) EA 5,600.0000 67,200.00 0.000 0.00 S) 79 RAIL TENSIONING ASSEMBLY EA 550.0000 2,200.00 0.000 0.00 S) 80 TERMINAL SYSTEM (TYPE CAT) EA 6,000.0000 30,000.00 0.000 0.00 S) 81 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 300.0000 1,500.00 0.000 0.00 S) 82 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 7,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 05/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 02:35 PM ESTIMATE NO. 05 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 05/20/08 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 05/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 83 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 40,000.00 0.000 0.00 S) 84 CRASH CUSHION (REACT 9CBB) EA 54,000.0000 162,000.00 0.000 0.00 S) 85 CONCRETE BARRIER (TYPE 60) M 135.0000 463,050.00 0.000 0.00 86 CONCRETE BARRIER (TYPE 60A) M 175.0000 63,700.00 0.000 0.00 F) 87 CONCRETE BARRIER (TYPE 60E) M 200.0000 10,400.00 0.000 0.00 88 CONCRETE BARRIER (TYPE 736) M 276.0000 555,036.00 0.000 0.00 F) 89 CONCRETE BARRIER (TYPE 736A) M 206.0000 24,308.00 0.000 0.00 F) 90 CONCRETE BARRIER (TYPE 736 MODIFIED) M 316.0000 238,896.00 0.000 0.00 F) 91 CONCRETE BARRIER (TYPE 736A MODIFIED) M 216.0000 17,064.00 0.000 0.00 F) 92 CONCRETE BARRIER (TYPE 736SV) M 647.0000 54,348.00 0.000 0.00 F) 93 CONCRETE BARRIER (TYPE 742) M 440.0000 144,320.00 0.000 0.00 F) 94 THERMOPLASTIC PAVEMENT MARKING M2 36.0000 13,680.00 0.000 0.00 S) 95 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.8000 8,484.00 0.000 0.00 S) 96 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,070.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 97 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 286.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 98 PAINT TRAFFIC STRIPE (2-COAT) M 0.7500 22,425.00 2,023.000 1,517.25 S) 99 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 6,495.00 0.000 0.00 S) 00 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6000 10,836.00 0.000 0.00 S) 01 SIGNAL AND LIGHTING (LOCATION 1) LS 198,000.0000 198,000.00 0.000 0.00 S) 02 SIGNAL AND LIGHTING (LOCATION 2) LS 119,000.0000 119,000.00 0.000 0.00 S) 03 SIGNAL AND LIGHTING (CITY) LS 2,500.0000 2,500.00 0.000 0.00 S) 04 LIGHTING (CITY STREET) LS 47,500.0000 47,500.00 0.000 0.00 S) 05 LIGHTING AND SIGN ILLUMINATION LS 575,000.0000 575,000.00 0.024 13,800.00 S) 06 INTERCONNECTION CONDUIT AND CABLE (CITY) M 55.0000 15,400.00 0.000 0.00 S) 07 LIGHTING CONDUIT (BRIDGE) M 50.0000 56,000.00 0.000 0.00 S) 08 COMMUNICATION CONDUIT SYSTEM LS 400,000.0000 400,000.00 0.000 0.00 S) 09 SPRINKLER CONTROL CONDUIT (BRIDGE) M 45.0000 38,700.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 05/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 02:35 PM ESTIMATE NO. 05 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 05/20/08 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 05/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 10 TRAFFIC MONITORING STATION (LOCATION 1) LS 20,000.0000 20,000.00 0.000 0.00 S) 11 TRAFFIC MONITORING STATION (LOCATION 2) LS 38,000.0000 38,000.00 0.000 0.00 S) 12 RAMP METERING SYSTEM (LOCATION 1) LS 58,000.0000 58,000.00 0.000 0.00 S) 13 RAMP METERING SYSTEM (LOCATION 2) LS 66,000.0000 66,000.00 0.000 0.00 S) 14 RAMP METERING SYSTEM (LOCATION 3) LS 73,000.0000 73,000.00 0.000 0.00 S) 15 TRACK WORK LS 38,000.0000 38,000.00 0.000 0.00 S) 16 CATENARY WORK - PHASE 1 LS 55,000.0000 55,000.00 0.000 0.00 S) 17 CATENARY WORK - PHASE 2 LS 30,000.0000 30,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 10 DATE 05/21/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 02:35 PM ESTIMATE NO. 05 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 05/20/08 R.E. NAME: FITZGIBBON, EDWARD DATE OF THIS ESTIMATE 05/21/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,182,681.04 8,863,477.74 ADJUSTMENT OF COMPENSATION -208,166.00 -208,166.00 EXTRA WORK 518,935.12 2,311,399.31 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,493,450.16 10,966,711.05 18 MOBILIZATION LS 2380,000.0000 2,380,000.00 0.200 476,000.00 0.950 2,261,000.00 ORIGINAL CONTRACT AMOUNT 56,821,094.00 TOTAL WORK COMPLETED 3,969,450.16 13,227,711.05 MATERIALS ON HAND ON SITE 677,301.99 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 20,000.00 -10,000.00 TOTAL 3,989,450.16 13,895,013.04 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 12/31/07 965 01/15/08 01/15/08 12/07/10 83 4 0 0 22% 12% PROGRESS IS SATISFACTORY FITZGIBBON, EDWARD RESIDENT ENGINEER PROGRAM CAS145 DATE 05/21/08