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 07/12/11 EST. NO.43 TIME 09:56 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 --------------------------------------------------------------------------- 001 0127 2,298.71 E.W. @ F.A.(+) 030111 N 0850.0 021 0002 1,266.94 E.W. @ F.A.(+) 033111 N SW16 0 0003 404.29 033011 N 0842.0 0004 240.37 033111 N 0843.0 0005 113.58 040411 N 0844.0 0006 431.97 041211 N 0845.0 0007 627.53 041511 N 0846.0 0008 8,148.09 A.C. @ L.S.(+) 062811 N 8 0 0009 6,261.50 E.W. @ L.S.(+) 062811 N 9 0 031 0002 64,474.80 A.C. @ L.S.(+) 062811 N 2 0 038 0011 2,060.98 A.C. @ U.P.(+) 062811 N 11 0 056 0042 752.20 E.W. @ F.A.(+) 011311 N 0748.0 0043 810.74 011411 N 0749.0 0044 1,281.75 011811 N 0751.0 0045 108.13 012011 N 0753.1 0046 1,518.57 012411 N 0755.0 0050 3,007.09 012611 N 0757.0 063 0001 51,130.00 E.W. @ L.S.(+) 062811 N 1 0 068 0001 4,448.88 E.W. @ F.A.(+) 120210 N 0664.0 070 0001 925.60 E.W. @ F.A.(+) 121410 N 0673.0 0002 1,624.50 010511 N 0822.0 0003 2,018.08 010611 N 0823.0 0004 2,018.08 010711 N 0824.0 0005 834.13 011111 N 0825.0 0006 922.13 011111 N 0828.0 071 0001 -20,883.58 A.C. @ L.S.(-) 062811 N 1 0 136,845.06 TOTAL THIS ESTIMATE 7,044,165.25 TOTAL PREVIOUS ESTIMATE 7,181,010.31 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 07/12/11 EST. NO.43 TIME 09:56 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 0.00 -103,713.54 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 O/S PRS SEPT -10,000.00 22 O/S PRS OCT -5,000.00 23 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 07/12/11 EST. NO.43 TIME 09:56 AM R.E. NAME: FITZGIBBON, EDWARD 11-010614 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 0.00 -5,000.00 OTHER OUTSTANDING DOCUMENTS O/S 2402(S), 4401 -10,000.00 41 O/S 2402(S)4402RECD 10,000.00 43 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 -108,713.54 PROGRAM CAS145 PAGE 1 DATE 07/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 09:56 AM ESTIMATE NO. 43 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 07/12/11 LOCATION RERUN SEMI-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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 12,500.0000 12,500.00 1.000 12,500.00 02 TIME-RELATED OVERHEAD WDAY 2,065.0000 1,476,475.00 715.000 1,476,475.00 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 1.000 250,000.00 06 PREPARE STORM WATER POLLUTION LS 5,500.0000 5,500.00 1.000 5,500.00 PREVENTION PLAN 07 TEMPORARY EROSION CONTROL M2 0.2000 89,000.00 200,154.450 40,030.89 S) 08 TEMPORARY FIBER ROLL M 8.0000 412,800.00 64,294.470 514,355.76 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,800.0000 112,000.00 40.000 112,000.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 11,500.0000 115,000.00 15.000 172,500.00 11 TEMPORARY CHECK DAM M 6.0000 17,400.00 5,693.310 34,159.86 12 TEMPORARY STRAW BALE BARRIER M 17.0000 4,250.00 106.070 1,803.19 13 MOVE-IN/MOVE-OUT EA 500.0000 7,500.00 9.000 4,500.00 S) (TEMPORARY EROSION CONTROL) 14 TEMPORARY DRAINAGE INLET PROTECTION EA 260.0000 39,000.00 209.000 54,340.00 15 TEMPORARY HYDRAULIC MULCH M2 0.8000 30,240.00 30,295.460 24,236.37 S) (BONDED FIBER MATRIX) 16 STREET SWEEPING LS 150,000.0000 150,000.00 1.000 150,000.00 17 CONSTRUCTION AREA SIGNS LS 32,000.0000 32,000.00 1.000 32,000.00 S) 18 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 1.000 300,000.00 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 14.000 630.00 S) (LEFT IN PLACE) 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 19,000.0000 76,000.00 4.000 76,000.00 S) 22 TEMPORARY RAILING (TYPE K) M 26.0000 38,480.00 3,179.866 82,676.52 PROGRAM CAS145 PAGE 2 DATE 07/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 09:56 AM ESTIMATE NO. 43 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 07/12/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 12,100.00 144.000 15,840.00 S) 24 TEMPORARY CRASH CUSHION MODULE EA 400.0000 13,200.00 66.000 26,400.00 S) 25 TEMPORARY CRASH CUSHION (ABSORB 350) EA 5,500.0000 38,500.00 14.000 77,000.00 S) 26 ABANDON CULVERT M 800.0000 3,200.00 67.000 53,600.00 27 ABANDON IRRIGATION CROSSOVER EA 3,000.0000 3,000.00 1.000 3,000.00 28 REMOVE FENCE M 20.0000 58,000.00 4,429.230 88,584.60 S) 29 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 25.0000 15,750.00 1,950.394 48,759.85 S) MARKING 30 REMOVE CHANNELIZERS EA 5.0000 310.00 62.000 310.00 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 3.000 12,000.00 33 REMOVE ASPHALT CONCRETE DIKE M 55.0000 5,115.00 779.800 42,889.00 34 REMOVE CULVERT M 100.0000 43,000.00 578.184 57,818.40 35 REMOVE INLET EA 3,000.0000 30,000.00 15.000 45,000.00 36 REMOVE SLOPE PAVING LS 6,000.0000 6,000.00 1.000 6,000.00 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 2.000 400.00 39 RELOCATE ROADSIDE SIGN EA 200.0000 400.00 3.000 600.00 40 ADJUST INLET EA 3,000.0000 6,000.00 1.000 3,000.00 41 ADJUST FRAME AND COVER TO GRADE EA 1,000.0000 3,000.00 1.000 1,000.00 42 MODIFY SIGN STRUCTURE EA 5,000.0000 5,000.00 2.000 10,000.00 S) 43 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 29,640.00 16,031.520 96,189.12 S) 44 REMOVE CONCRETE M3 65.0000 35,100.00 808.269 52,537.49 45 REMOVE CONCRETE (RETAINING WALL) M 35.0000 30,100.00 785.500 27,492.50 46 REMOVE CONCRETE BARRIER (TYPE K) M 25.0000 4,000.00 170.730 4,268.25 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 1.000 100,000.00 49 ROADWAY EXCAVATION M3 5.5000 3,855,500.00 355,863.120 1,957,247.16 PROGRAM CAS145 PAGE 3 DATE 07/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 09:56 AM ESTIMATE NO. 43 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 07/12/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,325.000 227,700.00 F) 51 STRUCTURE EXCAVATION (TYPE D) M3 150.0000 6,750.00 45.000 6,750.00 F) 52 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 26,750.00 1,070.000 26,750.00 F) 53 STRUCTURE BACKFILL (BRIDGE) M3 40.0000 265,800.00 6,645.000 265,800.00 F) 54 STRUCTURE BACKFILL (RETAINING WALL) M3 75.0000 93,000.00 1,240.000 93,000.00 F) 55 EARTH RETAINING STRUCTURE, LOCATION A M2 600.0000 204,000.00 340.000 204,000.00 F) 56 EARTH RETAINING STRUCTURE, LOCATION B M2 500.0000 145,000.00 290.000 145,000.00 F) 57 EARTH RETAINING STRUCTURE, LOCATION C M2 600.0000 69,000.00 115.000 69,000.00 F) 58 EARTH RETAINING STRUCTURE, LOCATION D M2 700.0000 392,000.00 560.000 392,000.00 F) 59 IMPORTED BORROW M3 2.5000 535,000.00 223,396.600 558,491.50 60 HIGHWAY PLANTING LS 10,000.0000 10,000.00 1.000 10,000.00 S) 61 EROSION CONTROL (TYPE D) M2 0.8000 192,000.00 265,912.220 212,729.78 S) 62 FIBER ROLLS M 8.0000 47,920.00 10,589.700 84,717.60 63 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 7,500.00 6.000 3,000.00 S) 64 PLANT ESTABLISHMENT WORK LS 7,000.0000 7,000.00 1.000 7,000.00 S) 65 MAINTAIN EXISTING IRRIGATION FACILITIES LS 7,000.0000 7,000.00 1.000 7,000.00 S) 66 IRRIGATION SYSTEM LS 108,000.0000 108,000.00 1.000 108,000.00 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 16,800.00 208.900 43,869.00 S) POLYETHYLENE PIPE CONDUIT 70 250 MM CORRUGATED HIGH DENSITY M 220.0000 33,000.00 150.000 33,000.00 S) POLYETHYLENE PIPE CONDUIT 71 EXTEND 350 MM CONDUIT M 350.0000 5,250.00 15.000 5,250.00 S) 72 FINISHING ROADWAY LS 35,000.0000 35,000.00 1.000 35,000.00 73 CLASS 4 AGGREGATE SUBBASE M3 30.0000 256,500.00 10,292.340 308,770.20 74 CLASS 2 AGGREGATE BASE M3 40.0000 904,000.00 20,089.520 803,580.80 75 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,000.0000 24,000.00 13.910 13,910.00 76 ASPHALT CONCRETE (TYPE A) TONN 102.0000 1,897,200.00 20,942.990 2,136,184.98 PROGRAM CAS145 PAGE 4 DATE 07/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 09:56 AM ESTIMATE NO. 43 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 07/12/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 15,015.250 1,441,464.00 78 PLACE ASPHALT CONCRETE DIKE M 11.0000 46,200.00 4,209.530 46,304.83 79 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 15,300.00 3,607.480 36,074.80 AREA) 80 CONCRETE PAVEMENT M3 245.0000 2,646,000.00 12,530.000 3,069,850.00 81 SEAL PAVEMENT JOINT M 5.0000 89,500.00 17,122.180 85,610.90 82 SEAL LONGITUDINAL ISOLATION JOINT M 15.0000 1,800.00 120.000 1,800.00 83 FURNISH STEEL PILING (HP 360 X 132) M 60.0000 408,000.00 6,735.150 404,109.00 84 DRIVE STEEL PILE (HP 360 X 132) EA 3,000.0000 1,749,000.00 584.000 1,752,000.00 S) 85 FURNISH STEEL PILING (HP 360 X 174) M 70.0000 190,750.00 2,724.750 190,732.50 86 DRIVE STEEL PILE (HP 360 X 174) EA 3,000.0000 795,000.00 265.000 795,000.00 S) 87 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 245.0000 47,040.00 184.459 45,192.46 S) PILING 88 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 562.0000 10,116.00 18.000 10,116.00 S) PILING 89 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 14,200.0000 2,130,000.00 151.150 2,146,330.00 S) PILING 90 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 37,607.0000 2,782,918.00 71.668 2,695,218.48 S) PILING 91 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) 92 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) 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 1.000 850,000.00 S) 96 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 525,000.00 1,750.000 525,000.00 F) 97 STRUCTURAL CONCRETE, BRIDGE M3 496.0000 6,879,520.00 13,870.000 6,879,520.00 F) 98 STRUCTURAL CONCRETE, RETAINING WALL M3 630.0000 327,600.00 520.000 327,600.00 F) 99 STRUCTURAL CONCRETE, BARRIER SLAB M3 400.0000 104,000.00 260.000 104,000.00 F) 00 STRUCTURAL CONCRETE, APPROACH SLAB M3 870.0000 648,150.00 745.000 648,150.00 F) (TYPE N) 01 STRUCTURAL CONCRETE, APPROACH SLAB M3 830.0000 427,450.00 515.000 427,450.00 F) (TYPE N MODIFIED) 02 CLASS 2 CONCRETE (BOX CULVERT) M3 540.0000 886,680.00 1,642.000 886,680.00 F) 03 MINOR CONCRETE (MINOR STRUCTURE) M3 2,700.0000 666,900.00 302.514 816,787.80 F) PROGRAM CAS145 PAGE 5 DATE 07/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 09:56 AM ESTIMATE NO. 43 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 07/12/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.000 8,600.00 F) 05 EXPOSED AGGREGATE FINISH M2 63.0000 28,350.00 450.000 28,350.00 F) 06 ARCHITECTURAL TREATMENT M2 190.0000 197,600.00 1,040.000 197,600.00 F) (COBBLESTONE TEXTURE) 07 FRACTURED RIB TEXTURE M2 330.0000 26,400.00 80.000 26,400.00 F) 08 TRAPEZOIDAL RIB TEXTURE M2 240.0000 50,400.00 210.000 50,400.00 F) 09 SOUND WALL (MASONRY BLOCK) M2 420.0000 361,200.00 860.000 361,200.00 SF) 10 JOINT SEAL ASSEMBLY (MR 60 MM) M 380.0000 46,360.00 122.000 46,360.00 S) 11 JOINT SEAL (MR 50 MM) M 327.0000 125,895.00 370.900 121,284.30 S) 12 BAR REINFORCING STEEL (BRIDGE) KG 1.1700 2,550,600.00 2,180,000.000 2,550,600.00 SF) 13 BAR REINFORCING STEEL (RETAINING WALL) KG 3.1000 110,050.00 35,500.000 110,050.00 SF) 14 BAR REINFORCING STEEL (BOX CULVERT) KG 3.0000 635,607.00 211,869.000 635,607.00 SF) 15 HEADED BAR REINFORCEMENT EA 80.0000 116,400.00 1,455.000 116,400.00 SF) 16 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 11.0000 50,490.00 9,540.000 104,940.00 F) 17 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 5.4000 24,786.00 9,540.000 51,516.00 SF) 18 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 860,150.00 102,523.000 1,025,230.00 F) 19 INSTALL SIGN STRUCTURE (TRUSS) KG 1.8000 150,669.00 100,133.000 180,239.40 F) 20 INSTALL SIGN PANEL ON EXISTING STRUCTURE M2 34.0000 3,842.00 144.700 4,919.80 F) 21 FURNISH LAMINATED PANEL SIGN M2 155.0000 52,700.00 394.325 61,120.38 (25.4 MM-TYPE A) 22 FURNISH SINGLE SHEET ALUMINUM SIGN M2 70.0000 3,080.00 51.030 3,572.10 (1.6 MM-UNFRAMED) 23 FURNISH SINGLE SHEET ALUMINUM SIGN M2 75.0000 5,100.00 73.300 5,497.50 (2.0 MM-UNFRAMED) 24 FURNISH SINGLE SHEET ALUMINUM SIGN M2 95.0000 1,900.00 20.350 1,933.25 (1.6 MM-FRAMED) 25 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 500.00 15.450 1,545.00 (2.0 MM-FRAMED) 26 920 MM CAST-IN-DRILLED-HOLE M 4,000.0000 56,000.00 22.700 90,800.00 S) CONCRETE PILE (SIGN FOUNDATION) 27 1372 MM CAST-IN-DRILLED-HOLE M 3,245.0000 171,985.00 53.000 171,985.00 S) CONCRETE PILE (SIGN FOUNDATION) 28 1524 MM CAST-IN-DRILLED-HOLE M 5,000.0000 145,000.00 43.000 215,000.00 S) CONCRETE PILE (SIGN FOUNDATION) 29 METAL (RAIL MOUNTED SIGN) KG 25.0000 3,000.00 58.000 1,450.00 SF) 30 ROADSIDE SIGN - ONE POST EA 100.0000 700.00 11.000 1,100.00 (WEED CONTROL MAT RUBBER) PROGRAM CAS145 PAGE 6 DATE 07/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 09:56 AM ESTIMATE NO. 43 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 07/12/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 74.000 31,820.00 32 ROADSIDE SIGN - TWO POST EA 1,100.0000 9,900.00 13.000 14,300.00 33 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,000.00 14.000 1,400.00 METHOD) 34 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 200.00 2.000 200.00 EXISTING POST 35 INSTALL SIGN PANEL ON BARRICADE EA 100.0000 200.00 2.000 200.00 36 PAINT CURB (2-COAT) M 7.0000 2,450.00 382.000 2,674.00 37 PREPARE AND STAIN CONCRETE M2 85.0000 88,400.00 896.880 76,234.80 S) 38 200 MM ALTERNATIVE PIPE CULVERT M 1,100.0000 16,500.00 19.000 20,900.00 39 450 MM ALTERNATIVE PIPE CULVERT M 220.0000 57,200.00 488.000 107,360.00 40 600 MM ALTERNATIVE PIPE CULVERT M 260.0000 871,000.00 3,392.000 881,920.00 41 750 MM ALTERNATIVE PIPE CULVERT M 300.0000 147,000.00 416.000 124,800.00 42 900 MM ALTERNATIVE PIPE CULVERT M 360.0000 79,200.00 221.000 79,560.00 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 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 52.000 17,680.00 STEEL PIPE (2.01 MM THICK) 47 450 MM BITUMINOUS COATED CORRUGATED M 200.0000 54,000.00 285.000 57,000.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 48 600 MM BITUMINOUS COATED CORRUGATED M 200.0000 42,000.00 177.000 35,400.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 49 GRATED LINE DRAIN M 500.0000 15,500.00 31.000 15,500.00 50 1200 MM CORRUGATED STEEL PIPE RISER M 3,700.0000 10,360.00 8.490 31,413.00 (2.01 MM THICK) 51 450 MM ALTERNATIVE FLARED END SECTION EA 510.0000 4,590.00 10.000 5,100.00 52 600 MM ALTERNATIVE FLARED END SECTION EA 600.0000 4,800.00 8.000 4,800.00 53 750 MM ALTERNATIVE FLARED END SECTION EA 750.0000 750.00 1.000 750.00 54 900 MM REINFORCED CONCRETE PIPE RISER M 850.0000 8,500.00 8.150 6,927.50 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 6.427 3,856.20 PROGRAM CAS145 PAGE 7 DATE 07/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 09:56 AM ESTIMATE NO. 43 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 07/12/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,034.170 93,075.30 (BACKING NO. 1, METHOD B) 58 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 30.0000 51,000.00 1,693.665 50,809.95 59 CONCRETE (SLOPE PROTECTION) M3 1,200.0000 38,400.00 119.150 142,980.00 60 SLOPE PAVING (CONCRETE) M3 1,400.0000 371,000.00 271.000 379,400.00 F) 61 SLOPE PAVING (MASONRY BLOCK) M2 204.0000 405,960.00 1,990.000 405,960.00 F) 62 SLOPE PAVING (ROCK COBBLE) M2 130.0000 117,000.00 900.000 117,000.00 F) 63 MINOR CONCRETE (DITCH LINING) M3 500.0000 60,000.00 99.013 49,506.50 64 ROCK SLOPE PROTECTION FABRIC M2 3.6000 20,484.00 3,717.535 13,383.13 65 MINOR CONCRETE (GUTTER) M 340.0000 3,060.00 9.000 3,060.00 F) 66 MINOR CONCRETE (CURB, GUTTER, SIDEWALK, M3 790.0000 308,100.00 504.811 398,800.69 CONCRETE BARRIER TRANSITION, AND DRIVEWAY) 67 MINOR CONCRETE (TEXTURED PAVING) M2 92.0000 282,440.00 2,993.383 275,391.24 68 MISCELLANEOUS IRON AND STEEL KG 4.0000 111,796.00 31,523.000 126,092.00 SF) 69 CHAIN LINK FENCE (TYPE CL-0.9, M 100.0000 900.00 65.000 6,500.00 S) VINYL-CLAD) 70 CHAIN LINK FENCE (TYPE CL-1.8, M 48.0000 239,040.00 4,655.430 223,460.64 S) VINYL-CLAD) 71 CHAIN LINK GATE EA 725.0000 9,425.00 29.000 21,025.00 S) 72 CONCRETE BARRIER MARKER EA 20.0000 1,420.00 383.000 7,660.00 73 DELINEATOR (CLASS 1) EA 50.0000 6,500.00 86.000 4,300.00 74 GUARD RAILING DELINEATOR EA 20.0000 1,500.00 77.000 1,540.00 75 METAL BEAM GUARD RAILING M 85.0000 54,400.00 748.100 63,588.50 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 43.000 6,450.00 S) 78 TRANSITION RAILING (TYPE WB) EA 5,600.0000 67,200.00 15.000 84,000.00 S) 79 RAIL TENSIONING ASSEMBLY EA 550.0000 2,200.00 2.000 1,100.00 S) 80 TERMINAL SYSTEM (TYPE CAT) EA 6,000.0000 30,000.00 7.000 42,000.00 S) 81 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 300.0000 1,500.00 7.000 2,100.00 S) 82 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 7,000.00 9.000 6,300.00 S) PROGRAM CAS145 PAGE 8 DATE 07/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 09:56 AM ESTIMATE NO. 43 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 07/12/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 8.000 20,000.00 S) 84 CRASH CUSHION (REACT 9CBB) EA 54,000.0000 162,000.00 3.000 162,000.00 S) 85 CONCRETE BARRIER (TYPE 60) M 135.0000 463,050.00 3,666.500 494,977.50 86 CONCRETE BARRIER (TYPE 60A) M 175.0000 63,700.00 364.000 63,700.00 F) 87 CONCRETE BARRIER (TYPE 60E) M 200.0000 10,400.00 258.500 51,700.00 88 CONCRETE BARRIER (TYPE 736) M 276.0000 555,036.00 1,224.000 337,824.00 F) 89 CONCRETE BARRIER (TYPE 736A) M 206.0000 24,308.00 118.000 24,308.00 F) 90 CONCRETE BARRIER (TYPE 736 MODIFIED) M 316.0000 238,896.00 756.000 238,896.00 F) 91 CONCRETE BARRIER (TYPE 736A MODIFIED) M 216.0000 17,064.00 79.000 17,064.00 F) 92 CONCRETE BARRIER (TYPE 736SV) M 647.0000 54,348.00 84.000 54,348.00 F) 93 CONCRETE BARRIER (TYPE 742) M 440.0000 144,320.00 328.000 144,320.00 F) 94 THERMOPLASTIC PAVEMENT MARKING M2 36.0000 13,680.00 459.460 16,540.56 S) 95 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.8000 8,484.00 3,119.000 8,733.20 S) 96 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,070.00 1,992.000 1,992.00 S) (BROKEN 3.66 M - 0.92 M) 97 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 286.00 241.000 313.30 S) (BROKEN 5.18 M - 2.14 M) 98 PAINT TRAFFIC STRIPE (2-COAT) M 0.7500 22,425.00 55,690.057 41,767.54 S) 99 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 6,495.00 4,211.000 6,316.50 S) 00 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.6000 10,836.00 4,202.000 15,127.20 S) 01 SIGNAL AND LIGHTING (LOCATION 1) LS 198,000.0000 198,000.00 1.000 198,000.00 S) 02 SIGNAL AND LIGHTING (LOCATION 2) LS 119,000.0000 119,000.00 1.000 119,000.00 S) 03 SIGNAL AND LIGHTING (CITY) LS 2,500.0000 2,500.00 1.000 2,500.00 S) 04 LIGHTING (CITY STREET) LS 47,500.0000 47,500.00 1.000 47,500.00 S) 05 LIGHTING AND SIGN ILLUMINATION LS 575,000.0000 575,000.00 1.000 575,000.00 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 1,120.008 56,000.40 S) 08 COMMUNICATION CONDUIT SYSTEM LS 400,000.0000 400,000.00 1.000 400,000.00 S) 09 SPRINKLER CONTROL CONDUIT (BRIDGE) M 45.0000 38,700.00 860.000 38,700.00 S) PROGRAM CAS145 PAGE 9 DATE 07/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 09:56 AM ESTIMATE NO. 43 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 07/12/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 20,000.00 S) 11 TRAFFIC MONITORING STATION (LOCATION 2) LS 38,000.0000 38,000.00 1.000 38,000.00 S) 12 RAMP METERING SYSTEM (LOCATION 1) LS 58,000.0000 58,000.00 1.000 58,000.00 S) 13 RAMP METERING SYSTEM (LOCATION 2) LS 66,000.0000 66,000.00 1.000 66,000.00 S) 14 RAMP METERING SYSTEM (LOCATION 3) LS 73,000.0000 73,000.00 1.000 73,000.00 S) 15 TRACK WORK LS 38,000.0000 38,000.00 1.000 38,000.00 S) 16 CATENARY WORK - PHASE 1 LS 55,000.0000 55,000.00 1.000 55,000.00 S) 17 CATENARY WORK - PHASE 2 LS 30,000.0000 30,000.00 1.000 30,000.00 S) PROGRAM CAS145 PAGE 10 DATE 07/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-010614 TIME 09:56 AM ESTIMATE NO. 43 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 07/12/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 54,321,533.12 ADJUSTMENT OF COMPENSATION 53,800.29 811,574.19 EXTRA WORK 83,044.77 6,369,436.12 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 136,845.06 61,502,543.43 18 MOBILIZATION LS 2380,000.0000 2,380,000.00 1.000 2,380,000.00 ORIGINAL CONTRACT AMOUNT 56,821,094.00 TOTAL WORK COMPLETED 136,845.06 63,882,543.43 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -108,713.54 TOTAL 146,845.06 63,773,829.89 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 07/12/11