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 08/22/12 EST. NO.33 TIME 10:14 AM 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 --------------------------------------------------------------------------- 001 0199 175.48 E.W. @ F.A.(+) 070912 N GSB306 0200 1,395.72 071012 N GSB307 0201 1,419.71 071112 N GSB308 0202 1,438.95 071212 N GSB309 0203 756.98 071312 N GSB310 0204 777.23 071612 N GSB311 0205 777.23 071712 N GSB312 0206 891.87 071812 N GSB313 0207 1,710.45 071912 N GSB314 0208 740.31 072012 N GSB315 0209 726.33 072012 N GSB316 0217 859.28 080612 N GSB325 0218 836.36 080712 N GSB326 007 0014 440.00 E.W. @ F.A.(+) 062612 Y GSB298 0015 220.00 072412 Y GSB318 026 0004 10,330.07 A.C. @ L.S.(+) 081312 Y GSB330 027 0012 2,887.76 E.W. @ F.A.(+) 030812 Y GSB254 0013 3,269.53 030912 Y GSB255 0021 3,514.76 031912 Y GSB261 030 0005 100.00 E.W. @ U.P (+) 121411 N GSB193 0018 363.00 E.W. @ F.A.(+) 073112 N GSB317 037 0001 880.67 E.W. @ F.A.(+) 050712 Y GSB285 0003 1,235.69 050712 Y AVR001 0004 2,027.05 051012 Y AVR002 0005 2,359.49 052112 Y AVR003 0006 2,360.60 A.C. @ L.S.(+) 081312 Y GSB331 42,494.52 TOTAL THIS ESTIMATE 1,340,679.85 TOTAL PREVIOUS ESTIMATE 1,383,174.37 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 08/22/12 EST. NO.33 TIME 10:14 AM 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 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0E9604 TIME 10:14 AM ESTIMATE NO. 33 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 08/20/12 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 08/22/12 LOCATION PROGRESS ESTIMATE 05-MON-1-21.3/21.6 ----------------- GOLDEN STATE BRIDGE INC IN MONTEREY COUNTY NEAR LUCIA FROM 901 HOWE ROAD 0.6 MILE NORTH OF LIMEKILN CREEK MARTINEZ CA 94553 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.800 12,000.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,250.00 0.000 0.00 003 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,580,000.00 21.000 42,000.00 652.000 1,304,000.00 004 TEMPORARY ROCKFALL BARRIER LF 50.0000 21,000.00 440.000 22,000.00 005 TEMPORARY FENCE (TYPE ESA) LF 5.0000 8,000.00 975.000 4,875.00 006 CONSTRUCTION SITE MANAGEMENT LS 20,000.0000 20,000.00 0.800 16,000.00 007 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 008 TEMPORARY FIBER ROLL LF 5.0000 6,000.00 225.000 1,125.00 009 TEMPORARY SILT FENCE LF 5.0000 5,750.00 485.000 2,425.00 010 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 6,000.00 3.000 6,000.00 011 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 8,000.00 2.000 4,000.00 012 TEMPORARY COVER SQYD 3.0000 1,800.00 1,415.000 4,245.00 013 TEMPORARY CHECK DAM LF 20.0000 6,400.00 294.000 5,880.00 014 TEMPORARY STRAW BALE BARRIER LF 32.0000 11,520.00 360.000 11,520.00 015 STREET SWEEPING LS 45,000.0000 45,000.00 0.800 36,000.00 016 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.750 3,750.00 017 TRAFFIC CONTROL SYSTEM LS 145,000.0000 145,000.00 0.800 116,000.00 018 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 5,600.00 140.000 5,600.00 019 TEMPORARY PAVEMENT MARKER EA 4.0000 520.00 0.000 0.00 020 TEMPORARY SIGNAL SYSTEM LS 140,000.0000 140,000.00 0.800 112,000.00 021 PORTABLE CHANGEABLE MESSAGE SIGN LS 45,000.0000 45,000.00 0.800 36,000.00 022 SOLAR POWERED PORTABLE CHANGEABLE EA 25,000.0000 25,000.00 0.900 22,500.00 MESSAGE SIGN PROGRAM CAS145 PAGE 2 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0E9604 TIME 10:14 AM ESTIMATE NO. 33 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 08/20/12 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 75.0000 80,250.00 1,220.000 91,500.00 024 TEMPORARY CRASH CUSHION (ADIEM) EA 8,000.0000 32,000.00 4.000 32,000.00 025 TEMPORARY TRAFFIC SCREEN LF 5.0000 2,100.00 0.000 0.00 026 REMOVE METAL BEAM GUARD RAILING LF 15.0000 2,850.00 160.000 2,400.00 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.5000 9,000.00 1,842.000 2,763.00 STRIPE 028 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 2,274.00 803.000 481.80 029 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 375.00 0.000 0.00 030 REMOVE PAVEMENT MARKER EA 1.5000 390.00 0.000 0.00 031 REMOVE ROADSIDE SIGN EA 50.0000 250.00 0.000 0.00 032 REMOVE PIPE LF 35.0000 6,650.00 0.000 0.00 033 REMOVE INLET EA 1,200.0000 1,200.00 0.000 0.00 034 REMOVE DOWNDRAIN LF 25.0000 2,075.00 83.000 2,075.00 035 SALVAGE CABLE NET DRAPERY SQFT 3.4000 197,200.00 0.000 0.00 036 RELOCATE BOULDERS CY 175.0000 31,850.00 80.000 14,000.00 037 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.0000 73,320.00 255.000 3,060.00 038 BRIDGE REMOVAL (PORTION) LS 15,000.0000 15,000.00 0.110 1,650.00 039 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 1.000 15,000.00 040 DEVELOP WATER SUPPLY LS 125,000.0000 125,000.00 0.100 12,500.00 0.800 100,000.00 041 ROADWAY EXCAVATION CY 12.0000 520,800.00 23,865.000 286,380.00 042 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 0.900 3,600.00 043 STRUCTURE EXCAVATION (BRIDGE ABUTMENT) CY 280.0000 112,000.00 400.000 112,000.00 (F) 044 STRUCTURE EXCAVATION (BRIDGE BENT) CY 875.0000 1,426,250.00 1,630.000 1,426,250.00 (F) 045 STRUCTURE EXCAVATION (HILLSIDE) CY 90.0000 80,100.00 890.000 80,100.00 (F) 046 STRUCTURE EXCAVATION (ROCK SHED) CY 121.0000 166,980.00 1,322.000 159,962.00 (F) 047 STRUCTURE BACKFILL (BRIDGE) CY 120.0000 140,400.00 1,143.000 137,160.00 (F) 048 STRUCTURE BACKFILL (HILLSIDE) CY 55.0000 352,000.00 1,067.000 58,685.00 (F) 049 STRUCTURE BACKFILL (ROCK SHED) CY 75.0000 41,250.00 237.100 17,782.50 (F) PROGRAM CAS145 PAGE 3 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0E9604 TIME 10:14 AM ESTIMATE NO. 33 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 08/20/12 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 COARSE GRAVEL OVERLAY CY 135.0000 97,200.00 0.000 0.00 051 SAND COVER CY 88.0000 613,360.00 0.000 0.00 052 REINFORCED EXPANDED POLYSTYRENE BLOCKS CY 175.0000 276,500.00 1,185.000 207,375.00 WITH POLYESTER STRAPS 053 EROSION CONTROL (COMPOST BLANKET) CY 143.0000 77,220.00 0.000 0.00 054 HOT MIX ASPHALT (TYPE A) TON 140.0000 137,200.00 581.700 81,438.00 055 DATA CORE LS 3,000.0000 3,000.00 0.000 0.00 056 TACK COAT TON 1,600.0000 6,400.00 1.000 1,600.00 057 ISOLATION CASING (36" X 0.500") LB 1.0000 127,400.00 131,077.910 131,077.91 058 ISOLATION CASING (60" X 0.500") LB 1.2500 90,125.00 72,100.000 90,125.00 059 30" PERMANENT STEEL CASING LF 300.0000 189,000.00 648.000 194,400.00 060 54" PERMANENT STEEL CASING LF 465.0000 100,440.00 216.000 100,440.00 061 66" PERMANENT STEEL CASING LF 675.0000 145,800.00 216.000 145,800.00 062 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 420.0000 264,600.00 648.000 272,160.00 063 54" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 900.0000 194,400.00 216.000 194,400.00 064 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,100.0000 237,600.00 216.000 237,600.00 065 24" CAST-IN-DRILLED-HOLE CONCRETE LF 675.0000 455,625.00 675.000 455,625.00 PILING (ROCK SOCKET) 066 48" CAST-IN-DRILLED-HOLE CONCRETE LF 575.0000 189,750.00 377.000 216,775.00 PILING (ROCK SOCKET) 067 60" CAST-IN-DRILLED-HOLE CONCRETE LF 550.0000 324,500.00 593.500 326,425.00 PILING (ROCK SOCKET) 068 PRESTRESSING CAST-IN-PLACE CONCRETE LS 73,000.0000 73,000.00 1.000 73,000.00 (DRAPED TENDONS) 069 PRESTRESSING CAST-IN-PLACE CONCRETE LS 225,000.0000 225,000.00 1.000 225,000.00 (CANTILEVER TENDONS) 070 PRESTRESSING CAST-IN-PLACE CONCRETE LS 65,500.0000 65,500.00 1.000 65,500.00 (SOFFIT TENDONS) 071 POST-TENSIONING (LONGITUDINAL MATERIALS) LS 15,000.0000 15,000.00 1.000 15,000.00 072 PRESTRESSING (ROOF PANEL VERTICAL HOLD- LS 65,500.0000 65,500.00 0.448 29,344.00 0.648 42,444.00 DOWN STRESSING) 073 PRESTRESSING (ROOF PANEL CONTINUITY LS 15,000.0000 15,000.00 0.800 12,000.00 0.800 12,000.00 STRESSING) 074 PRESTRESSING CAST-IN-PLACE CONCRETE LS 125,000.0000 125,000.00 0.350 43,750.00 0.825 103,125.00 (ROCK SHED BENT CAPS) 075 PRESTRESSING CAST-IN-PLACE CONCRETE LS 33,500.0000 33,500.00 0.100 3,350.00 (TRANVERSE HEADWALL CAP BEAM) 076 TIEBACK ANCHOR (INTERIOR BENT CAP TO EA 17,000.0000 238,000.00 0.000 0.00 HILLSIDE) PROGRAM CAS145 PAGE 4 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0E9604 TIME 10:14 AM ESTIMATE NO. 33 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 08/20/12 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 TIEBACK ANCHOR (HEADWALL TO HEADWALL) EA 10,000.0000 140,000.00 0.000 0.00 078 TIEBACK ANCHOR (HEADWALL FOOTING TO HILL EA 5,000.0000 90,000.00 14.400 72,000.00 SIDE) 079 POST-TENSIONING (CAST-IN-DRILLED-HOLE EA 3,900.0000 31,200.00 8.000 31,200.00 CONCRETE PILING) 080 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 750.0000 277,500.00 370.000 277,500.00 (F) 081 STRUCTURAL CONCRETE, BRIDGE CY 1,000.0000 620,000.00 9.000 9,000.00 620.000 620,000.00 (F) (SUBSTRUCTURE) 082 STRUCTURAL CONCRETE, BRIDGE CY 1,150.0000 1,564,000.00 1,374.200 1,580,330.00 (F) (CAST-IN-PLACE BOX GIRDER) (SUPERSTRUCTURE) 083 STRUCTURAL CONCRETE, BRIDGE (SEGMENTAL CY 2,200.0000 1,430,000.00 650.000 1,430,000.00 (F) BOX GIRDER) (SUPERSTRUCTURE) 084 STRUCTURAL CONCRETE, ROCK SHED CY 1,250.0000 3,900,000.00 31.000 38,750.00 2,067.000 2,583,750.00 (F) 085 STRUCTURAL CONCRETE, ROCK SHED RETAINING CY 1,100.0000 891,000.00 810.000 891,000.00 (F) WALL 086 STRUCTURAL CONCRETE, HEADWALL FOOTING CY 900.0000 126,000.00 16.400 14,760.00 (F) 087 STRUCTURAL CONCRETE, OVERLAY CY 575.0000 603,750.00 0.000 0.00 (F) 088 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,200.0000 96,000.00 0.000 0.00 (F) (TYPE N) 089 MINOR CONCRETE (SWALE) CY 412.0000 35,020.00 0.000 0.00 090 MINOR CONCRETE (GRADE BEAM) CY 800.0000 72,000.00 0.000 0.00 (F) 091 ARCHITECTURAL TREATMENT (TEXTURED SQFT 25.0000 875,000.00 22,462.000 561,550.00 (F) CONCRETE) 092 ARCHITECTURAL TREATMENT (TEXTURED SQFT 11.0000 50,600.00 0.000 0.00 (F) SHOTCRETE) 093 DRILL AND BOND DOWEL LF 45.0000 5,400.00 0.000 0.00 094 FURNISH PRECAST PRESTRESSED CONCRETE EA 36,000.0000 144,000.00 4.000 144,000.00 ROOF COLUMN PANEL 095 FURNISH PRECAST PRESTRESSED CONCRETE EA 22,500.0000 1,237,500.00 55.000 1,237,500.00 ROOF INTERIOR PANEL 096 ERECT PRECAST PRESTRESSED CONCRETE ROOF EA 500.0000 29,500.00 59.000 29,500.00 PANEL 097 REFINISH BRIDGE DECK SQFT 25.0000 4,750.00 0.000 0.00 (F) 098 PTFE SPHERICAL BEARING EA 10,000.0000 40,000.00 4.000 40,000.00 099 JOINT SEAL ASSEMBLY (MR 4") LF 150.0000 10,800.00 0.000 0.00 100 BAR REINFORCING STEEL (BRIDGE) LB 0.6000 457,800.00 763,000.000 457,800.00 (F) (SUBSTRUCTURE) 101 BAR REINFORCING STEEL (RETAINING WALL) LB 0.6000 52,560.00 87,600.000 52,560.00 (F) 102 BAR REINFORCING STEEL (BRIDGE) (CAST-IN- LB 1.7500 106,750.00 63,717.000 111,504.75 (F) PLACE BOX GIRDER) (SUPERSTRUCTURE) PROGRAM CAS145 PAGE 5 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0E9604 TIME 10:14 AM ESTIMATE NO. 33 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 08/20/12 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 103 BAR REINFORCING STEEL (BRIDGE) LB 0.5500 76,450.00 143,099.000 78,704.45 (F) (SEGMENTAL BOX GIRDER) (SUPERSTRUCTURE) 104 BAR REINFORCING STEEL (EPOXY COATED) LB 1.2000 241,200.00 204,206.000 245,047.20 (F) (BRIDGE)(CAST-IN-PLACE BOX GIRDER) (SUPERSTRUCTURE) 105 BAR REINFORCING STEEL (EPOXY COATED) LB 0.8500 160,650.00 191,499.000 162,774.15 (F) (BRIDGE)(SEGMENTAL BOX GIRDER) (SUPERSTRUCTURE) 106 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3500 61,425.00 45,500.000 61,425.00 (F) (RETAINING WALL) 107 BAR REINFORCING STEEL (ROCK SHED) LB 0.7000 381,500.00 318,679.500 223,075.65 (F) 108 BAR REINFORCING STEEL (EPOXY COATED) LB 1.6500 730,950.00 354,491.800 584,911.47 (F) (ROCK SHED) 109 WELDED WIRE MESH SQFT 2.2500 48,825.00 0.000 0.00 110 SHOTCRETE CY 850.0000 34,000.00 0.000 0.00 (F) 111 WATERPROOFING SQFT 7.0000 182,000.00 0.000 0.00 112 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.0000 2,640.00 0.000 0.00 (0.063"-UNFRAMED) 113 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 90.0000 1,260.00 0.000 0.00 (0.063"-FRAMED) 114 ROADSIDE SIGN - ONE POST EA 200.0000 800.00 0.000 0.00 115 ROADSIDE SIGN - TWO POST EA 350.0000 1,050.00 0.000 0.00 116 REDWOOD TIMBER PLANKS MFBM 3,000.0000 33,000.00 0.000 0.00 (F) 117 PREPARE AND STAIN CONCRETE SQFT 7.2500 398,750.00 5,519.000 40,012.75 (F) 118 PERMABLE MATERIAL (ROCK SHED) CY 120.0000 27,600.00 230.000 27,600.00 (F) 119 SOFFIT ACCESS OPENING EA 1,200.0000 4,800.00 4.000 4,800.00 120 BRIDGE DECK DRAINAGE SYSTEM LB 5.0000 4,150.00 830.000 4,150.00 (F) 121 STRUCTURE DRAINAGE SYSTEM (ROCK SHED) LB 5.0000 68,500.00 3,952.800 19,764.00 (F) 122 DELINEATOR (CLASS 1) EA 40.0000 280.00 0.000 0.00 123 GUARD RAILING DELINEATOR EA 30.0000 270.00 0.000 0.00 124 OBJECT MARKER (TYPE L) EA 40.0000 280.00 0.000 0.00 125 OBJECT MARKER (TYPE P) EA 54.0000 54.00 0.000 0.00 126 METAL BEAM GUARD RAILING (WOOD POST) LF 75.0000 36,000.00 0.000 0.00 127 PIPE HANDRAILING (MODIFIED) LF 140.0000 264,180.00 0.000 0.00 (F) 128 TRANSITION RAILING (TYPE WB) EA 3,000.0000 9,000.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0E9604 TIME 10:14 AM ESTIMATE NO. 33 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 08/20/12 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 129 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 3,000.00 0.000 0.00 130 CONCRETE BARRIER (TYPE 80 MODIFIED) LF 380.0000 506,920.00 0.000 0.00 (F) (BRIDGE) 131 CONCRETE BARRIER (TYPE 80 MODIFIED) LF 400.0000 348,000.00 0.000 0.00 (F) (ROCK SHED) 132 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 600.00 150.000 600.00 133 THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 3,660.00 4,530.000 1,359.00 (SPRAYABLE) 134 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 520.00 0.000 0.00 135 COMMUNICATION CONDUIT (BRIDGE) LF 55.0000 85,800.00 1,280.000 70,400.00 (F) PROGRAM CAS145 PAGE 7 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0E9604 TIME 10:14 AM ESTIMATE NO. 33 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 08/20/12 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 187,344.00 19,129,507.63 ADJUSTMENT OF COMPENSATION 12,690.67 991,138.83 EXTRA WORK 29,803.85 392,035.54 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 229,838.52 20,512,682.00 136 MOBILIZATION LS 940,000.0000 2,940,000.00 1.000 2,940,000.00 ORIGINAL CONTRACT AMOUNT 29,481,768.00 TOTAL WORK COMPLETED 229,838.52 23,452,682.00 MATERIALS ON HAND ON SITE 13,108.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 229,838.52 23,465,790.00 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 05/20/13 652 22 46 0 74% 78% PROGRESS IS SATISFACTORY PEND'G DAYS HENCH, CHARLIE RESIDENT ENGINEER PROGRAM CAS145 DATE 08/22/12