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 09/20/13 EST. NO.46 TIME 02:17 PM R.E. NAME: HENCH, CHARLIE 05-0E9604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0014 2,363.91 E.W. @ F.A.(+) 091113 N GSB783 007 0020 214.50 E.W. @ F.A.(+) 082613 N GSB758 027 0046 21,524.31 A.C. @ L.S.(+) 083013 N GSB759 030 0035 330.00 E.W. @ F.A.(+) 091113 N GSB782 032 0007 1,546.09 E.W. @ F.A.(+) 090413 N GSB781 036 0009 18,444.58 A.C. @ L.S.(+) 083013 N GSB760 0010 -3,144.02 A.C. @ L.S.(-) 083013 N GSB761 045 0008 -900.00 A.C. @ L.S.(-) 083013 N GSB762 0009 8,070.35 E.W. @ F.A.(+) 080513 N GSB784 0010 1,762.40 091113 N GSB793 048 0003 9,440.25 E.W. @ F.A.(+) 062713 N GSB652 0022 7,495.42 070913 N GSB671 0025 4,697.82 071013 N GSB674 0026 1,464.89 071013 N GSB675 0032 1,108.26 071213 N GSB681 0044 11,393.94 071813 N GSB693 0047 11,725.67 071913 N GSB696 0048 929.75 071913 N GSB697 0051 1,269.39 072213 N GSB700 0056 9,156.27 072513 N GSB705 0059 8,935.64 072613 N GSB708 0061 8,912.35 072913 N GSB710 0063 7,932.52 073013 N GSB713 0064 1,589.48 073013 N GSB714 0065 6,069.42 073113 N GSB715 0066 1,607.30 073113 N GSB716 0067 6,607.52 080113 N GSB717 0068 1,459.95 080113 N GSB718 0069 6,287.33 080213 N GSB719 0070 1,592.29 080213 N GSB720 0071 592.80 071713 N GSB721 0072 296.40 071813 N GSB722 0073 10,998.77 080513 N GSB725 0074 1,413.83 080513 N GSB726 0075 10,159.29 080613 N GSB727 0076 1,555.65 080613 N GSB728 0077 408.97 080613 N GSB729 0078 11,479.80 080713 N GSB732 0079 1,509.74 080713 N GSB733 0080 22,406.98 080813 N GSB734 0081 1,509.74 080813 N GSB735 0082 15,724.19 080913 N GSB736 0083 1,521.50 080913 N GSB737 0084 4,995.19 081213 N GSB738 0085 1,517.32 081213 N GSB739 0086 8,103.36 081313 N GSB740 0087 1,466.44 081313 N GSB741 0088 10,338.69 081413 N GSB742 0089 1,537.35 081413 N GSB743 0090 20,964.91 081513 N GSB744 0091 1,537.35 081513 N GSB745 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 09/20/13 EST. NO.46 TIME 02:17 PM R.E. NAME: HENCH, CHARLIE 05-0E9604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0092 8,571.33 081613 N GSB746 0093 1,533.86 081613 N GSB747 0094 11,574.10 081913 N GSB748 0095 1,501.95 081913 N GSB749 0096 9,616.05 082013 N GSB750 0097 1,505.20 082013 N GSB751 0098 9,233.10 082113 N GSB752 0099 1,530.28 082113 N GSB753 0100 8,256.25 082213 N GSB754 0101 1,523.34 082213 N GSB755 0102 7,326.46 082313 N GSB756 0103 1,753.53 082313 N GSB757 0104 10,336.66 082613 N GSB763 0105 1,444.23 082613 N GSB764 0106 10,726.96 082713 N GSB765 0107 1,438.06 082713 N GSB766 0108 8,799.65 082813 N GSB767 0109 1,491.72 082813 N GSB768 0110 7,628.50 082913 N GSB769 0111 1,595.29 082913 N GSB770 0112 6,346.79 083013 N GSB771 0113 1,515.17 083013 N GSB772 0114 16,100.13 090313 N GSB773 0115 1,508.55 090313 N GSB774 0116 12,034.07 090413 N GSB775 0117 1,570.27 090413 N GSB776 0118 9,398.86 090513 N GSB777 0119 1,527.64 090513 N GSB778 0120 7,520.74 090613 N GSB779 0121 1,740.53 090613 N GSB780 0122 61,271.16 091212 N GSB785 0123 11,849.34 090913 N GSB786 0124 1,480.75 090913 N GSB788 0125 11,104.63 091013 N GSB789 0126 1,434.47 091013 N GSB790 0127 9,081.14 091113 N GSB791 0128 1,460.42 091113 N GSB792 0129 7,579.28 091213 N GSB794 0130 1,496.16 091213 N GSB795 0131 4,997.49 091313 N GSB796 0132 1,548.86 091313 N GSB797 0133 581.06 082313 N GSB798 570,459.88 TOTAL THIS ESTIMATE 2,428,135.10 TOTAL PREVIOUS ESTIMATE 2,998,594.98 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 09/20/13 EST. NO.46 TIME 02:17 PM R.E. NAME: HENCH, CHARLIE 05-0E9604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PAYROLLS -1,000.00 14 RECD PAYROLLS EST 14 1,000.00 15 MISS PAYROLLS -1,500.00 22 RECD PAYROLLS 1,500.00 23 MISS PAYROLLS -1,000.00 41 RECD PAYROLLS #41 1,000.00 42 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 09/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0E9604 TIME 02:17 PM ESTIMATE NO. 46 BID OPENING 09/09/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/13 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 09/20/13 LOCATION PROGRESS ESTIMATE 05-MON-1-21.3/21.6 ----------------- GOLDEN STATE BRIDGE INC IN MONTEREY COUNTY NEAR LUCIA FROM 2990 BAY VISTA CT SUITE D 0.6 MILE NORTH OF LIMEKILN CREEK BENICIA CA 94510-1195 BRIDGE TO 1.4 MILE SOUTH OF LUCIA FED. AID NO. ACST-P001(542)E ,P-P001(542)E CONSTRUCT NEW BRIDGE AND ROCK SHED ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.800 12,000 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,250.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,580,000.00 22.000 44,000.00 882.000 1,764,000 004 TEMPORARY ROCKFALL BARRIER LF 50.0000 21,000.00 440.000 22,000 005 TEMPORARY FENCE (TYPE ESA) LF 5.0000 8,000.00 975.000 4,875 006 CONSTRUCTION SITE MANAGEMENT LS 20,000.0000 20,000.00 0.900 18,000 007 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500 PREVENTION PLAN 008 TEMPORARY FIBER ROLL LF 5.0000 6,000.00 225.000 1,125 009 TEMPORARY SILT FENCE LF 5.0000 5,750.00 485.000 2,425 010 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 6,000.00 3.000 6,000 011 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 8,000.00 2.000 4,000 012 TEMPORARY COVER SQYD 3.0000 1,800.00 1,415.000 4,245 013 TEMPORARY CHECK DAM LF 20.0000 6,400.00 294.000 5,880 014 TEMPORARY STRAW BALE BARRIER LF 32.0000 11,520.00 360.000 11,520 015 STREET SWEEPING LS 45,000.0000 45,000.00 0.900 40,500 016 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.750 3,750 017 TRAFFIC CONTROL SYSTEM LS 145,000.0000 145,000.00 0.900 130,500 018 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 5,600.00 140.000 5,600 019 TEMPORARY PAVEMENT MARKER EA 4.0000 520.00 0.000 0 020 TEMPORARY SIGNAL SYSTEM LS 140,000.0000 140,000.00 0.850 119,000 021 PORTABLE CHANGEABLE MESSAGE SIGN LS 45,000.0000 45,000.00 0.800 36,000 022 SOLAR POWERED PORTABLE CHANGEABLE EA 25,000.0000 25,000.00 0.900 22,500 MESSAGE SIGN PROGRAM CAS145 PAGE 2 DATE 09/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0E9604 TIME 02:17 PM ESTIMATE NO. 46 BID OPENING 09/09/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/13 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 09/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 75.0000 80,250.00 1,220.000 91,500 024 TEMPORARY CRASH CUSHION (ADIEM) EA 8,000.0000 32,000.00 4.000 32,000 025 TEMPORARY TRAFFIC SCREEN LF 5.0000 2,100.00 0.000 0 026 REMOVE METAL BEAM GUARD RAILING LF 15.0000 2,850.00 160.000 2,400 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.5000 9,000.00 1,842.000 2,763 STRIPE 028 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 2,274.00 803.000 481 029 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 375.00 0.000 0 030 REMOVE PAVEMENT MARKER EA 1.5000 390.00 0.000 0 031 REMOVE ROADSIDE SIGN EA 50.0000 250.00 0.000 0 032 REMOVE PIPE LF 35.0000 6,650.00 0.000 0 033 REMOVE INLET EA 1,200.0000 1,200.00 0.000 0 034 REMOVE DOWNDRAIN LF 25.0000 2,075.00 83.000 2,075 035 SALVAGE CABLE NET DRAPERY SQFT 3.4000 197,200.00 0.000 0 036 RELOCATE BOULDERS CY 175.0000 31,850.00 80.000 14,000 037 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.0000 73,320.00 255.000 3,060 038 BRIDGE REMOVAL (PORTION) LS 15,000.0000 15,000.00 1.000 15,000 039 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 1.000 15,000 040 DEVELOP WATER SUPPLY LS 125,000.0000 125,000.00 0.900 112,500 041 ROADWAY EXCAVATION CY 12.0000 520,800.00 27,729.000 332,748 042 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 0.900 3,600 043 STRUCTURE EXCAVATION (BRIDGE ABUTMENT) CY 280.0000 112,000.00 400.000 112,000 (F) 044 STRUCTURE EXCAVATION (BRIDGE BENT) CY 875.0000 1,426,250.00 1,630.000 1,426,250 (F) 045 STRUCTURE EXCAVATION (HILLSIDE) CY 90.0000 80,100.00 890.000 80,100 (F) 046 STRUCTURE EXCAVATION (ROCK SHED) CY 121.0000 166,980.00 1,322.000 159,962 (F) 047 STRUCTURE BACKFILL (BRIDGE) CY 120.0000 140,400.00 1,170.000 140,400 (F) 048 STRUCTURE BACKFILL (HILLSIDE) CY 55.0000 352,000.00 6,400.000 352,000 (F) 049 STRUCTURE BACKFILL (ROCK SHED) CY 75.0000 41,250.00 491.000 36,825 (F) PROGRAM CAS145 PAGE 3 DATE 09/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0E9604 TIME 02:17 PM ESTIMATE NO. 46 BID OPENING 09/09/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/13 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 09/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 COARSE GRAVEL OVERLAY CY 135.0000 97,200.00 0.000 0 051 SAND COVER CY 88.0000 613,360.00 5,512.000 485,056 052 REINFORCED EXPANDED POLYSTYRENE BLOCKS CY 175.0000 276,500.00 1,580.000 276,500 WITH POLYESTER STRAPS 053 EROSION CONTROL (COMPOST BLANKET) CY 143.0000 77,220.00 0.000 0 054 HOT MIX ASPHALT (TYPE A) TON 140.0000 137,200.00 581.700 81,438 055 DATA CORE LS 3,000.0000 3,000.00 0.000 0 056 TACK COAT TON 1,600.0000 6,400.00 1.000 1,600 057 ISOLATION CASING (36" X 0.500") LB 1.0000 127,400.00 131,077.910 131,077 058 ISOLATION CASING (60" X 0.500") LB 1.2500 90,125.00 72,100.000 90,125 059 30" PERMANENT STEEL CASING LF 300.0000 189,000.00 648.000 194,400 060 54" PERMANENT STEEL CASING LF 465.0000 100,440.00 216.000 100,440 061 66" PERMANENT STEEL CASING LF 675.0000 145,800.00 216.000 145,800 062 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 420.0000 264,600.00 648.000 272,160 063 54" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 900.0000 194,400.00 216.000 194,400 064 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,100.0000 237,600.00 216.000 237,600 065 24" CAST-IN-DRILLED-HOLE CONCRETE LF 675.0000 455,625.00 675.000 455,625 PILING (ROCK SOCKET) 066 48" CAST-IN-DRILLED-HOLE CONCRETE LF 575.0000 189,750.00 377.000 216,775 PILING (ROCK SOCKET) 067 60" CAST-IN-DRILLED-HOLE CONCRETE LF 550.0000 324,500.00 593.500 326,425 PILING (ROCK SOCKET) 068 PRESTRESSING CAST-IN-PLACE CONCRETE LS 73,000.0000 73,000.00 1.000 73,000 (DRAPED TENDONS) 069 PRESTRESSING CAST-IN-PLACE CONCRETE LS 225,000.0000 225,000.00 1.000 225,000 (CANTILEVER TENDONS) 070 PRESTRESSING CAST-IN-PLACE CONCRETE LS 65,500.0000 65,500.00 1.000 65,500 (SOFFIT TENDONS) 071 POST-TENSIONING (LONGITUDINAL MATERIALS) LS 15,000.0000 15,000.00 1.000 15,000 072 PRESTRESSING (ROOF PANEL VERTICAL HOLD- LS 65,500.0000 65,500.00 1.000 65,500 DOWN STRESSING) 073 PRESTRESSING (ROOF PANEL CONTINUITY LS 15,000.0000 15,000.00 1.000 15,000 STRESSING) 074 PRESTRESSING CAST-IN-PLACE CONCRETE LS 125,000.0000 125,000.00 1.000 125,000 (ROCK SHED BENT CAPS) 075 PRESTRESSING CAST-IN-PLACE CONCRETE LS 33,500.0000 33,500.00 1.000 33,500 (TRANVERSE HEADWALL CAP BEAM) 076 TIEBACK ANCHOR (INTERIOR BENT CAP TO EA 17,000.0000 238,000.00 14.000 238,000 HILLSIDE) PROGRAM CAS145 PAGE 4 DATE 09/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0E9604 TIME 02:17 PM ESTIMATE NO. 46 BID OPENING 09/09/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/13 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 09/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 TIEBACK ANCHOR (HEADWALL TO HEADWALL) EA 10,000.0000 140,000.00 13.000 130,000 078 TIEBACK ANCHOR (HEADWALL FOOTING TO HILL EA 5,000.0000 90,000.00 24.000 120,000 SIDE) 079 POST-TENSIONING (CAST-IN-DRILLED-HOLE EA 3,900.0000 31,200.00 8.000 31,200 CONCRETE PILING) 080 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 750.0000 277,500.00 370.000 277,500 (F) 081 STRUCTURAL CONCRETE, BRIDGE CY 1,000.0000 620,000.00 620.000 620,000 (F) (SUBSTRUCTURE) 082 STRUCTURAL CONCRETE, BRIDGE CY 1,150.0000 1,564,000.00 1,374.200 1,580,330 (F) (CAST-IN-PLACE BOX GIRDER) (SUPERSTRUCTURE) 083 STRUCTURAL CONCRETE, BRIDGE (SEGMENTAL CY 2,200.0000 1,430,000.00 650.000 1,430,000 (F) BOX GIRDER) (SUPERSTRUCTURE) 084 STRUCTURAL CONCRETE, ROCK SHED CY 1,250.0000 3,900,000.00 3,060.000 3,825,000 (F) 085 STRUCTURAL CONCRETE, ROCK SHED RETAINING CY 1,100.0000 891,000.00 810.000 891,000 (F) WALL 086 STRUCTURAL CONCRETE, HEADWALL FOOTING CY 900.0000 126,000.00 140.000 126,000 (F) 087 STRUCTURAL CONCRETE, OVERLAY CY 575.0000 603,750.00 1,050.000 603,750 (F) 088 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,200.0000 96,000.00 80.000 96,000 (F) (TYPE N) 089 MINOR CONCRETE (SWALE) CY 412.0000 35,020.00 28.500 11,742 090 MINOR CONCRETE (GRADE BEAM) CY 800.0000 72,000.00 0.000 0 (F) 091 ARCHITECTURAL TREATMENT (TEXTURED SQFT 25.0000 875,000.00 34,451.000 861,275 (F) CONCRETE) 092 ARCHITECTURAL TREATMENT (TEXTURED SQFT 11.0000 50,600.00 4,600.000 50,600 (F) SHOTCRETE) 093 DRILL AND BOND DOWEL LF 45.0000 5,400.00 198.000 8,910 094 FURNISH PRECAST PRESTRESSED CONCRETE EA 36,000.0000 144,000.00 4.000 144,000 ROOF COLUMN PANEL 095 FURNISH PRECAST PRESTRESSED CONCRETE EA 22,500.0000 1,237,500.00 55.000 1,237,500 ROOF INTERIOR PANEL 096 ERECT PRECAST PRESTRESSED CONCRETE ROOF EA 500.0000 29,500.00 59.000 29,500 PANEL 097 REFINISH BRIDGE DECK SQFT 25.0000 4,750.00 0.000 0 (F) 098 PTFE SPHERICAL BEARING EA 10,000.0000 40,000.00 4.000 40,000 099 JOINT SEAL ASSEMBLY (MR 4") LF 150.0000 10,800.00 0.000 0 100 BAR REINFORCING STEEL (BRIDGE) LB 0.6000 457,800.00 763,000.000 457,800 (F) (SUBSTRUCTURE) 101 BAR REINFORCING STEEL (RETAINING WALL) LB 0.6000 52,560.00 87,600.000 52,560 (F) 102 BAR REINFORCING STEEL (BRIDGE) (CAST-IN- LB 1.7500 106,750.00 63,717.000 111,504 (F) PLACE BOX GIRDER) (SUPERSTRUCTURE) PROGRAM CAS145 PAGE 5 DATE 09/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0E9604 TIME 02:17 PM ESTIMATE NO. 46 BID OPENING 09/09/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/13 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 09/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 BAR REINFORCING STEEL (BRIDGE) LB 0.5500 76,450.00 143,099.000 78,704 (F) (SEGMENTAL BOX GIRDER) (SUPERSTRUCTURE) 104 BAR REINFORCING STEEL (EPOXY COATED) LB 1.2000 241,200.00 204,206.000 245,047 (F) (BRIDGE)(CAST-IN-PLACE BOX GIRDER) (SUPERSTRUCTURE) 105 BAR REINFORCING STEEL (EPOXY COATED) LB 0.8500 160,650.00 191,499.000 162,774 (F) (BRIDGE)(SEGMENTAL BOX GIRDER) (SUPERSTRUCTURE) 106 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3500 61,425.00 45,500.000 61,425 (F) (RETAINING WALL) 107 BAR REINFORCING STEEL (ROCK SHED) LB 0.7000 381,500.00 569,268.000 398,487 (F) 108 BAR REINFORCING STEEL (EPOXY COATED) LB 1.6500 730,950.00 445,925.800 735,777 (F) (ROCK SHED) 109 WELDED WIRE MESH SQFT 2.2500 48,825.00 21,409.000 48,170 110 SHOTCRETE CY 850.0000 34,000.00 60.000 51,000 (F) 111 WATERPROOFING SQFT 7.0000 182,000.00 26,635.000 186,445 112 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.0000 2,640.00 0.000 0 (0.063"-UNFRAMED) 113 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 90.0000 1,260.00 0.000 0 (0.063"-FRAMED) 114 ROADSIDE SIGN - ONE POST EA 200.0000 800.00 0.000 0 115 ROADSIDE SIGN - TWO POST EA 350.0000 1,050.00 0.000 0 116 REDWOOD TIMBER PLANKS MFBM 3,000.0000 33,000.00 9.500 28,500 (F) 117 PREPARE AND STAIN CONCRETE SQFT 7.2500 398,750.00 61,457.000 445,563 (F) 118 PERMABLE MATERIAL (ROCK SHED) CY 120.0000 27,600.00 230.000 27,600 (F) 119 SOFFIT ACCESS OPENING EA 1,200.0000 4,800.00 4.000 4,800 120 BRIDGE DECK DRAINAGE SYSTEM LB 5.0000 4,150.00 830.000 4,150 (F) 121 STRUCTURE DRAINAGE SYSTEM (ROCK SHED) LB 5.0000 68,500.00 10,735.800 53,679 (F) 122 DELINEATOR (CLASS 1) EA 40.0000 280.00 0.000 0 123 GUARD RAILING DELINEATOR EA 30.0000 270.00 0.000 0 124 OBJECT MARKER (TYPE L) EA 40.0000 280.00 0.000 0 125 OBJECT MARKER (TYPE P) EA 54.0000 54.00 0.000 0 126 METAL BEAM GUARD RAILING (WOOD POST) LF 75.0000 36,000.00 0.000 0 127 PIPE HANDRAILING (MODIFIED) LF 140.0000 264,180.00 127.000 17,780.00 1,887.000 264,180 (F) 128 TRANSITION RAILING (TYPE WB) EA 3,000.0000 9,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 09/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0E9604 TIME 02:17 PM ESTIMATE NO. 46 BID OPENING 09/09/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/13 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 09/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 3,000.00 0.000 0 130 CONCRETE BARRIER (TYPE 80 MODIFIED) LF 380.0000 506,920.00 1,334.000 506,920 (F) (BRIDGE) 131 CONCRETE BARRIER (TYPE 80 MODIFIED) LF 400.0000 348,000.00 805.000 322,000 (F) (ROCK SHED) 132 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 600.00 150.000 600 133 THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 3,660.00 4,530.000 1,359 (SPRAYABLE) 134 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 520.00 0.000 0 135 COMMUNICATION CONDUIT (BRIDGE) LF 55.0000 85,800.00 1,560.000 85,800 (F) PROGRAM CAS145 PAGE 7 DATE 09/20/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0E9604 TIME 02:17 PM ESTIMATE NO. 46 BID OPENING 09/09/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/13 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 09/20/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 61,780.00 25,665,160.93 ADJUSTMENT OF COMPENSATION 35,924.87 1,296,740.91 EXTRA WORK 534,535.01 1,701,854.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 632,239.88 28,663,755.91 136 MOBILIZATION LS 2,940,000.0000 2,940,000.00 1.000 2,940,000 ORIGINAL CONTRACT AMOUNT 29,481,768.00 TOTAL WORK COMPLETED 632,239.88 31,603,755.91 MATERIALS ON HAND ON SITE 6,515.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 632,239.88 31,610,270.91 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 10/15/09 790 12/09/09 12/09/09 10/17/13 837 107 65 0 94% 98% PROGRESS IS SATISFACTORY CCO DAYS PENDING HENCH, CHARLIE RESIDENT ENGINEER PROGRAM CAS145 DATE 09/20/13