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 06/16/11 EST. NO.19 TIME 10:29 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 --------------------------------------------------------------------------- 028 0001 440,054.55 A.C. @ L.S.(+) 082710 Y GSB117 440,054.55 TOTAL THIS ESTIMATE 492,282.20 TOTAL PREVIOUS ESTIMATE 932,336.75 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 06/16/11 EST. NO.19 TIME 10:29 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 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 06/16/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0E9604 TIME 10:29 AM ESTIMATE NO. 19 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 06/20/11 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 06/16/11 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.700 10,500.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,250.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,580,000.00 20.000 40,000.00 368.000 736,000.00 04 TEMPORARY ROCKFALL BARRIER LF 50.0000 21,000.00 440.000 22,000.00 05 TEMPORARY FENCE (TYPE ESA) LF 5.0000 8,000.00 761.000 3,805.00 06 CONSTRUCTION SITE MANAGEMENT LS 20,000.0000 20,000.00 0.500 10,000.00 07 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 08 TEMPORARY FIBER ROLL LF 5.0000 6,000.00 225.000 1,125.00 09 TEMPORARY SILT FENCE LF 5.0000 5,750.00 485.000 2,425.00 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 6,000.00 2.000 4,000.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 8,000.00 2.000 4,000.00 12 TEMPORARY COVER SQYD 3.0000 1,800.00 200.000 600.00 13 TEMPORARY CHECK DAM LF 20.0000 6,400.00 294.000 5,880.00 14 TEMPORARY STRAW BALE BARRIER LF 32.0000 11,520.00 360.000 11,520.00 15 STREET SWEEPING LS 45,000.0000 45,000.00 0.500 22,500.00 16 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.750 3,750.00 17 TRAFFIC CONTROL SYSTEM LS 145,000.0000 145,000.00 0.500 72,500.00 18 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 5,600.00 83.000 3,320.00 19 TEMPORARY PAVEMENT MARKER EA 4.0000 520.00 0.000 0.00 20 TEMPORARY SIGNAL SYSTEM LS 140,000.0000 140,000.00 0.800 112,000.00 21 PORTABLE CHANGEABLE MESSAGE SIGN LS 45,000.0000 45,000.00 0.500 22,500.00 22 SOLAR POWERED PORTABLE CHANGEABLE EA 25,000.0000 25,000.00 0.900 22,500.00 MESSAGE SIGN PROGRAM CAS145 PAGE 2 DATE 06/16/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0E9604 TIME 10:29 AM ESTIMATE NO. 19 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 06/20/11 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 06/16/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) LF 75.0000 80,250.00 1,220.000 91,500.00 24 TEMPORARY CRASH CUSHION (ADIEM) EA 8,000.0000 32,000.00 4.000 32,000.00 25 TEMPORARY TRAFFIC SCREEN LF 5.0000 2,100.00 0.000 0.00 26 REMOVE METAL BEAM GUARD RAILING LF 15.0000 2,850.00 160.000 2,400.00 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.5000 9,000.00 1,842.000 2,763.00 STRIPE 28 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 2,274.00 803.000 481.80 29 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 375.00 0.000 0.00 30 REMOVE PAVEMENT MARKER EA 1.5000 390.00 0.000 0.00 31 REMOVE ROADSIDE SIGN EA 50.0000 250.00 0.000 0.00 32 REMOVE PIPE LF 35.0000 6,650.00 0.000 0.00 33 REMOVE INLET EA 1,200.0000 1,200.00 0.000 0.00 34 REMOVE DOWNDRAIN LF 25.0000 2,075.00 83.000 2,075.00 35 SALVAGE CABLE NET DRAPERY SQFT 3.4000 197,200.00 0.000 0.00 36 RELOCATE BOULDERS CY 175.0000 31,850.00 80.000 14,000.00 37 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.0000 73,320.00 255.000 3,060.00 38 BRIDGE REMOVAL (PORTION) LS 15,000.0000 15,000.00 0.110 1,650.00 39 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 1.000 15,000.00 40 DEVELOP WATER SUPPLY LS 125,000.0000 125,000.00 0.600 75,000.00 41 ROADWAY EXCAVATION CY 12.0000 520,800.00 23,390.000 280,680.00 42 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 0.900 3,600.00 43 STRUCTURE EXCAVATION (BRIDGE ABUTMENT) CY 280.0000 112,000.00 400.000 112,000.00 F) 44 STRUCTURE EXCAVATION (BRIDGE BENT) CY 875.0000 1,426,250.00 1,630.000 1,426,250.00 F) 45 STRUCTURE EXCAVATION (HILLSIDE) CY 90.0000 80,100.00 160.000 14,400.00 F) 46 STRUCTURE EXCAVATION (ROCK SHED) CY 121.0000 166,980.00 1,060.000 128,260.00 F) 47 STRUCTURE BACKFILL (BRIDGE) CY 120.0000 140,400.00 1,123.000 134,760.00 F) 48 STRUCTURE BACKFILL (HILLSIDE) CY 55.0000 352,000.00 0.000 0.00 F) 49 STRUCTURE BACKFILL (ROCK SHED) CY 75.0000 41,250.00 0.000 0.00 F) PROGRAM CAS145 PAGE 3 DATE 06/16/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0E9604 TIME 10:29 AM ESTIMATE NO. 19 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 06/20/11 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 06/16/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 COARSE GRAVEL OVERLAY CY 135.0000 97,200.00 0.000 0.00 51 SAND COVER CY 88.0000 613,360.00 0.000 0.00 52 REINFORCED EXPANDED POLYSTYRENE BLOCKS CY 175.0000 276,500.00 0.000 0.00 WITH POLYESTER STRAPS 53 EROSION CONTROL (COMPOST BLANKET) CY 143.0000 77,220.00 0.000 0.00 54 HOT MIX ASPHALT (TYPE A) TON 140.0000 137,200.00 581.700 81,438.00 55 DATA CORE LS 3,000.0000 3,000.00 0.000 0.00 56 TACK COAT TON 1,600.0000 6,400.00 1.000 1,600.00 57 ISOLATION CASING (36" X 0.500") LB 1.0000 127,400.00 43,692.630 43,692.63 131,077.910 131,077.91 58 ISOLATION CASING (60" X 0.500") LB 1.2500 90,125.00 18,032.580 22,540.73 72,100.000 90,125.00 59 30" PERMANENT STEEL CASING LF 300.0000 189,000.00 216.000 64,800.00 648.000 194,400.00 60 54" PERMANENT STEEL CASING LF 465.0000 100,440.00 54.000 25,110.00 216.000 100,440.00 61 66" PERMANENT STEEL CASING LF 675.0000 145,800.00 216.000 145,800.00 62 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 420.0000 264,600.00 162.000 68,040.00 594.000 249,480.00 63 54" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 900.0000 194,400.00 198.000 178,200.00 64 66" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,100.0000 237,600.00 216.000 237,600.00 65 24" CAST-IN-DRILLED-HOLE CONCRETE LF 675.0000 455,625.00 225.000 151,875.00 600.000 405,000.00 PILING (ROCK SOCKET) 66 48" CAST-IN-DRILLED-HOLE CONCRETE LF 575.0000 189,750.00 347.000 199,525.00 PILING (ROCK SOCKET) 67 60" CAST-IN-DRILLED-HOLE CONCRETE LF 550.0000 324,500.00 593.500 326,425.00 PILING (ROCK SOCKET) 68 PRESTRESSING CAST-IN-PLACE CONCRETE LS 73,000.0000 73,000.00 0.350 25,550.00 0.850 62,050.00 (DRAPED TENDONS) 69 PRESTRESSING CAST-IN-PLACE CONCRETE LS 225,000.0000 225,000.00 0.140 31,500.00 0.360 81,000.00 (CANTILEVER TENDONS) 70 PRESTRESSING CAST-IN-PLACE CONCRETE LS 65,500.0000 65,500.00 0.000 0.00 (SOFFIT TENDONS) 71 POST-TENSIONING (LONGITUDINAL MATERIALS) LS 15,000.0000 15,000.00 1.000 15,000.00 72 PRESTRESSING (ROOF PANEL VERTICAL HOLD- LS 65,500.0000 65,500.00 0.000 0.00 DOWN STRESSING) 73 PRESTRESSING (ROOF PANEL CONTINUITY LS 15,000.0000 15,000.00 0.000 0.00 STRESSING) 74 PRESTRESSING CAST-IN-PLACE CONCRETE LS 125,000.0000 125,000.00 0.000 0.00 (ROCK SHED BENT CAPS) 75 PRESTRESSING CAST-IN-PLACE CONCRETE LS 33,500.0000 33,500.00 0.000 0.00 (TRANVERSE HEADWALL CAP BEAM) 76 TIEBACK ANCHOR (INTERIOR BENT CAP TO EA 17,000.0000 238,000.00 0.000 0.00 HILLSIDE) PROGRAM CAS145 PAGE 4 DATE 06/16/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0E9604 TIME 10:29 AM ESTIMATE NO. 19 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 06/20/11 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 06/16/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 TIEBACK ANCHOR (HEADWALL TO HEADWALL) EA 10,000.0000 140,000.00 0.000 0.00 78 TIEBACK ANCHOR (HEADWALL FOOTING TO HILL EA 5,000.0000 90,000.00 0.000 0.00 SIDE) 79 POST-TENSIONING (CAST-IN-DRILLED-HOLE EA 3,900.0000 31,200.00 8.000 31,200.00 CONCRETE PILING) 80 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 750.0000 277,500.00 370.000 277,500.00 F) 81 STRUCTURAL CONCRETE, BRIDGE CY 1,000.0000 620,000.00 602.000 602,000.00 F) (SUBSTRUCTURE) 82 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) 83 STRUCTURAL CONCRETE, BRIDGE (SEGMENTAL CY 2,200.0000 1,430,000.00 80.200 176,440.00 121.900 268,180.00 F) BOX GIRDER) (SUPERSTRUCTURE) 84 STRUCTURAL CONCRETE, ROCK SHED CY 1,250.0000 3,900,000.00 11.200 14,000.00 28.000 35,000.00 F) 85 STRUCTURAL CONCRETE, ROCK SHED RETAINING CY 1,100.0000 891,000.00 0.000 0.00 F) WALL 86 STRUCTURAL CONCRETE, HEADWALL FOOTING CY 900.0000 126,000.00 0.000 0.00 F) 87 STRUCTURAL CONCRETE, OVERLAY CY 575.0000 603,750.00 0.000 0.00 F) 88 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,200.0000 96,000.00 0.000 0.00 F) (TYPE N) 89 MINOR CONCRETE (SWALE) CY 412.0000 35,020.00 0.000 0.00 90 MINOR CONCRETE (GRADE BEAM) CY 800.0000 72,000.00 0.000 0.00 F) 91 ARCHITECTURAL TREATMENT (TEXTURED SQFT 25.0000 875,000.00 0.000 0.00 F) CONCRETE) 92 ARCHITECTURAL TREATMENT (TEXTURED SQFT 11.0000 50,600.00 0.000 0.00 F) SHOTCRETE) 93 DRILL AND BOND DOWEL LF 45.0000 5,400.00 0.000 0.00 94 FURNISH PRECAST PRESTRESSED CONCRETE EA 36,000.0000 144,000.00 0.000 0.00 ROOF COLUMN PANEL 95 FURNISH PRECAST PRESTRESSED CONCRETE EA 22,500.0000 1,237,500.00 0.000 0.00 ROOF INTERIOR PANEL 96 ERECT PRECAST PRESTRESSED CONCRETE ROOF EA 500.0000 29,500.00 0.000 0.00 PANEL 97 REFINISH BRIDGE DECK SQFT 25.0000 4,750.00 0.000 0.00 F) 98 PTFE SPHERICAL BEARING EA 10,000.0000 40,000.00 4.000 40,000.00 99 JOINT SEAL ASSEMBLY (MR 4") LF 150.0000 10,800.00 0.000 0.00 00 BAR REINFORCING STEEL (BRIDGE) LB 0.6000 457,800.00 763,000.000 457,800.00 F) (SUBSTRUCTURE) 01 BAR REINFORCING STEEL (RETAINING WALL) LB 0.6000 52,560.00 0.000 0.00 F) 02 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 06/16/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0E9604 TIME 10:29 AM ESTIMATE NO. 19 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 06/20/11 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 06/16/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 03 BAR REINFORCING STEEL (BRIDGE) LB 0.5500 76,450.00 17,642.600 9,703.43 26,829.700 14,756.34 F) (SEGMENTAL BOX GIRDER) (SUPERSTRUCTURE) 04 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) 05 BAR REINFORCING STEEL (EPOXY COATED) LB 0.8500 160,650.00 23,609.900 20,068.42 35,904.300 30,518.66 F) (BRIDGE)(SEGMENTAL BOX GIRDER) (SUPERSTRUCTURE) 06 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3500 61,425.00 0.000 0.00 F) (RETAINING WALL) 07 BAR REINFORCING STEEL (ROCK SHED) LB 0.7000 381,500.00 21,364.300 14,955.01 198,516.600 138,961.62 F) 08 BAR REINFORCING STEEL (EPOXY COATED) LB 1.6500 730,950.00 0.000 0.00 F) (ROCK SHED) 09 WELDED WIRE MESH SQFT 2.2500 48,825.00 0.000 0.00 10 SHOTCRETE CY 850.0000 34,000.00 0.000 0.00 F) 11 WATERPROOFING SQFT 7.0000 182,000.00 0.000 0.00 12 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.0000 2,640.00 0.000 0.00 (0.063"-UNFRAMED) 13 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 90.0000 1,260.00 0.000 0.00 (0.063"-FRAMED) 14 ROADSIDE SIGN - ONE POST EA 200.0000 800.00 0.000 0.00 15 ROADSIDE SIGN - TWO POST EA 350.0000 1,050.00 0.000 0.00 16 REDWOOD TIMBER PLANKS MFBM 3,000.0000 33,000.00 0.000 0.00 F) 17 PREPARE AND STAIN CONCRETE SQFT 7.2500 398,750.00 0.000 0.00 F) 18 PERMABLE MATERIAL (ROCK SHED) CY 120.0000 27,600.00 0.000 0.00 F) 19 SOFFIT ACCESS OPENING EA 1,200.0000 4,800.00 2.000 2,400.00 20 BRIDGE DECK DRAINAGE SYSTEM LB 5.0000 4,150.00 368.900 1,844.50 645.600 3,228.00 F) 21 STRUCTURE DRAINAGE SYSTEM (ROCK SHED) LB 5.0000 68,500.00 0.000 0.00 F) 22 DELINEATOR (CLASS 1) EA 40.0000 280.00 0.000 0.00 23 GUARD RAILING DELINEATOR EA 30.0000 270.00 0.000 0.00 24 OBJECT MARKER (TYPE L) EA 40.0000 280.00 0.000 0.00 25 OBJECT MARKER (TYPE P) EA 54.0000 54.00 0.000 0.00 26 METAL BEAM GUARD RAILING (WOOD POST) LF 75.0000 36,000.00 0.000 0.00 27 PIPE HANDRAILING (MODIFIED) LF 140.0000 264,180.00 0.000 0.00 F) 28 TRANSITION RAILING (TYPE WB) EA 3,000.0000 9,000.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 06/16/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0E9604 TIME 10:29 AM ESTIMATE NO. 19 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 06/20/11 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 06/16/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 29 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 3,000.00 0.000 0.00 30 CONCRETE BARRIER (TYPE 80 MODIFIED) LF 380.0000 506,920.00 0.000 0.00 F) (BRIDGE) 31 CONCRETE BARRIER (TYPE 80 MODIFIED) LF 400.0000 348,000.00 0.000 0.00 F) (ROCK SHED) 32 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 600.00 150.000 600.00 33 THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 3,660.00 4,530.000 1,359.00 (SPRAYABLE) 34 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 520.00 0.000 0.00 35 COMMUNICATION CONDUIT (BRIDGE) LF 55.0000 85,800.00 0.000 0.00 F) PROGRAM CAS145 PAGE 7 DATE 06/16/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0E9604 TIME 10:29 AM ESTIMATE NO. 19 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 06/20/11 R.E. NAME: HENCH, CHARLIE DATE OF THIS ESTIMATE 06/16/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 710,119.72 9,752,851.28 ADJUSTMENT OF COMPENSATION 440,054.55 746,958.23 EXTRA WORK 0.00 185,378.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,150,174.27 10,685,188.03 36 MOBILIZATION LS 2940,000.0000 2,940,000.00 0.950 2,793,000.00 ORIGINAL CONTRACT AMOUNT 29,481,768.00 TOTAL WORK COMPLETED 1,150,174.27 13,478,188.03 MATERIALS ON HAND ON SITE 81,978.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,150,174.27 13,560,166.03 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 04/25/13 368 14 37 0 44% 44% PROGRESS IS SATISFACTORY PEND'G DAYS HENCH, CHARLIE RESIDENT ENGINEER PROGRAM CAS145 DATE 06/16/11