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 12/20/10 EST. NO.11 TIME 10:39 AM R.E. NAME: DAVID BALLENTINE, R.E. 05-0M14U4 --------------------------------------------------------------------------- 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 0077 807.82 E.W. @ F.A.(+) 110110 N 0163.0 0078 1,641.69 111010 N 0165.0 0080 198.25 113010 N 0180.0 0081 733.40 120110 N 0181.0 0082 766.67 120210 N 0182.0 012 0016 1,932.25 E.W. @ F.A.(+) 110810 N 0167.0 0017 476.25 111610 N 0172.0 0018 2,749.08 111710 N 0173.0 0019 3,753.97 111810 N 0174.0 0020 2,491.44 111910 N 0175.0 0021 704.19 112910 N 0183.0 015 0017 972.34 E.W. @ F.A.(+) 110810 N 0168.0 020 0001 18,697.00 A.C. @ L.S.(+) 121010 N 0001 0 35,924.35 TOTAL THIS ESTIMATE 351,040.00 TOTAL PREVIOUS ESTIMATE 386,964.35 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 12/20/10 EST. NO.11 TIME 10:39 AM R.E. NAME: DAVID BALLENTINE, R.E. 05-0M14U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RESTAKING FEE REG#21 -710.00 04 MISSING SCCD SMFESCU -361.00 06 0.00 -1,071.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -1,000.00 06 RECD PAYROLLS 1,000.00 07 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 135 -30.47 03 OVERBID ITEM NO. 135 -15.24 04 OVERBID ITEM NO. 135 -12.19 05 OVERBID ITEM NO. 135 -3.05 09 0.00 -60.95 TOTAL DEDUCTIONS 0.00 -1,131.95 PROGRAM CAS145 PAGE 1 DATE 12/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0M14U4 TIME 10:39 AM ESTIMATE NO. 11 BID OPENING 11/17/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 12/20/10 LOCATION PROGRESS ESTIMATE 05-SB-101-26.5/27.1 ----------------- SHASTA CONSTRUCTORS INC IN SANTA BARBARA COUNTY IN THE CITY PO BOX 491539 OF GOLETA AT THE HOLLISTER AVENUE REDDING CA 96049 OVERCROSSING FED. AID NO. NHBR-Q101(156)E ,NH-Q101(156)E ,BRLS-6205(19)E REPLACE EXISTING BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.500 2,500.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,500.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 150.0000 43,500.00 19.000 2,850.00 178.000 26,700.00 04 TEMPORARY FENCE (TYPE ESA) M 15.0000 9,300.00 818.000 12,270.00 05 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.060 300.00 0.610 3,050.00 06 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 0.030 45.00 0.750 1,125.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 11.0000 1,100.00 333.000 3,663.00 08 TEMPORARY SILT FENCE M 6.0000 12,000.00 586.500 3,519.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 6,000.00 1.000 2,000.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 12,000.00 2.000 6,000.00 11 TEMPORARY COVER M2 5.0000 8,000.00 486.000 2,430.00 12 TEMPORARY CHECK DAM M 14.0000 14,000.00 0.000 0.00 13 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 3,500.00 8.000 2,000.00 14 TEMPORARY HYDRAULIC MULCH M2 0.8500 2,040.00 2,020.000 1,717.00 (POLYMER STABILIZED FIBER MATRIX) 15 STREET SWEEPING LS 15,000.0000 15,000.00 0.060 900.00 0.610 9,150.00 16 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,500.0000 2,500.00 0.060 150.00 0.610 1,525.00 17 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.020 300.00 0.780 11,700.00 18 TRAFFIC CONTROL SYSTEM LS 105,380.0000 105,380.00 0.060 6,322.80 0.610 64,281.80 19 TYPE III BARRICADE EA 35.0000 7,000.00 25.000 875.00 20 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 4,500.00 76.000 1,900.00 21 PORTABLE CHANGEABLE MESSAGE SIGN LS 32,000.0000 32,000.00 0.060 1,920.00 0.610 19,520.00 22 TEMPORARY RAILING (TYPE K) M 85.0000 137,700.00 1,652.200 140,437.00 PROGRAM CAS145 PAGE 2 DATE 12/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0M14U4 TIME 10:39 AM ESTIMATE NO. 11 BID OPENING 11/17/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 12/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION EA 2,100.0000 8,400.00 2.000 4,200.00 24 TEMPORARY ALTERNATIVE CRASH CUSHION EA 5,000.0000 20,000.00 4.000 20,000.00 25 ABANDON CULVERT M 75.0000 14,250.00 184.000 13,800.00 184.000 13,800.00 26 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 27 REMOVE CHAIN LINK FENCE M 20.0000 10,400.00 528.500 10,570.00 28 REMOVE METAL BEAM GUARD RAILING M 32.0000 23,040.00 559.800 17,913.60 29 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.5000 2,575.00 561.000 1,402.50 30 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.8000 3,892.00 1,477.000 4,135.60 STRIPE 31 REMOVE PAINTED TRAFFIC STRIPE M 2.4500 4,753.00 450.000 1,102.50 1,572.000 3,851.40 32 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.6000 3,562.00 1,699.000 4,417.40 33 REMOVE PAVEMENT MARKER EA 1.5000 450.00 329.000 493.50 34 REMOVE ROADSIDE SIGN EA 100.0000 1,900.00 0.000 0.00 35 REMOVE OVERSIDE DRAIN EA 400.0000 800.00 0.000 0.00 36 REMOVE CULVERT M 120.0000 4,320.00 13.300 1,596.00 37 REMOVE INLET EA 500.0000 2,000.00 2.000 1,000.00 3.000 1,500.00 38 REMOVE HEADWALL EA 1,100.0000 1,100.00 0.000 0.00 39 REMOVE DOWNDRAIN M 85.0000 1,870.00 11.500 977.50 40 REMOVE MANHOLE EA 1,200.0000 1,200.00 1.000 1,200.00 1.000 1,200.00 41 SALVAGE METAL BRIDGE RAILING M 20.0000 2,920.00 0.000 0.00 42 RELOCATE ROADSIDE SIGN-ONE POST EA 200.0000 1,200.00 1.000 200.00 43 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 13.0000 12,090.00 0.000 0.00 44 REMOVE CONCRETE M 21.0000 18,690.00 155.500 3,265.50 807.540 16,958.34 45 REMOVE CONCRETE BARRIER M 80.0000 8,000.00 97.000 7,760.00 46 REMOVE CONCRETE BARRIER (TYPE K) M 28.0000 6,160.00 0.000 0.00 47 REMOVE CRASH CUSHION EA 1,200.0000 1,200.00 0.000 0.00 48 BRIDGE REMOVAL, LOCATION A LS 90,000.0000 90,000.00 0.000 0.00 49 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 1.000 150,000.00 PROGRAM CAS145 PAGE 3 DATE 12/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0M14U4 TIME 10:39 AM ESTIMATE NO. 11 BID OPENING 11/17/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 12/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 DEVELOP WATER SUPPLY LS 2,500.0000 2,500.00 1.000 2,500.00 51 ROADWAY EXCAVATION M3 17.0000 396,100.00 18,885.800 321,058.60 52 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 53 ASBESTOS COMPLIANCE PLAN LS 3,500.0000 3,500.00 0.500 1,750.00 54 STRUCTURE EXCAVATION (BRIDGE) M3 103.0000 174,585.00 1,695.000 174,585.00 F) 55 STRUCTURE BACKFILL (BRIDGE) M3 150.0000 89,700.00 435.000 65,250.00 F) 56 SAND BACKFILL M3 70.0000 2,100.00 22.900 1,603.00 22.900 1,603.00 57 IMPORTED BORROW M3 20.0000 72,200.00 2,945.000 58,900.00 58 EROSION CONTROL (TYPE D) M2 0.5000 22,950.00 12,502.790 6,251.40 59 FIBER ROLLS M 11.0000 30,360.00 943.810 10,381.91 60 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 350.0000 1,400.00 2.000 700.00 61 NPS 3 SUPPLY LINE (BRIDGE) M 300.0000 39,900.00 69.000 20,700.00 133.000 39,900.00 F) 62 250 MM CORRUGATED HIGH DENSITY M 176.0000 19,360.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 63 CLASS 2 AGGREGATE BASE M3 80.0000 419,200.00 3,272.770 261,821.60 64 HOT MIX ASPHALT (TYPE A) TONN 121.0000 655,820.00 470.000 56,870.00 2,899.990 350,898.79 65 DATA CORE LS 10,000.0000 10,000.00 0.000 0.00 66 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 7.0000 1,050.00 26.800 187.60 67 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 7.0000 4,550.00 122.400 856.80 68 PLACE HOT MIX ASPHALT M2 50.0000 2,700.00 14.910 745.50 (MISCELLANEOUS AREA) 69 TACK COAT TONN 1,100.0000 12,100.00 0.605 665.50 1.322 1,454.20 70 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 180.0000 176,580.00 974.400 175,392.00 PILING 71 PRESTRESSING CAST-IN-PLACE CONCRETE LS 130,000.0000 130,000.00 0.300 39,000.00 72 BAT HABITAT EA 2,500.0000 15,000.00 6.000 15,000.00 73 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 170,400.00 284.000 170,400.00 F) 74 STRUCTURAL CONCRETE, BRIDGE M3 600.0000 939,600.00 71.042 42,625.20 1,479.402 887,641.20 F) 75 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,200.0000 70,800.00 0.000 0.00 F) (TYPE EQ) 76 MINOR CONCRETE (MINOR STRUCTURE) M3 1,650.0000 31,350.00 1.200 1,980.00 11.600 19,140.00 F) PROGRAM CAS145 PAGE 4 DATE 12/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0M14U4 TIME 10:39 AM ESTIMATE NO. 11 BID OPENING 11/17/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 12/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 JOINT SEAL (MR 40 MM) M 125.0000 5,375.00 0.000 0.00 78 JOINT SEAL (MR 50 MM) M 150.0000 5,700.00 0.000 0.00 79 BAR REINFORCING STEEL (BRIDGE) KG 1.6000 368,960.00 12,648.600 20,237.76 230,600.000 368,960.00 F) 80 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 3,100.00 0.000 0.00 (1.6 MM-UNFRAMED) 81 FURNISH SINGLE SHEET ALUMINUM SIGN M2 116.0000 1,624.00 0.000 0.00 (1.6 MM-FRAMED) 82 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 520.00 0.000 0.00 (2.0 MM-FRAMED) 83 ROADSIDE SIGN - ONE POST EA 200.0000 6,200.00 0.000 0.00 84 ROADSIDE SIGN - TWO POST EA 450.0000 1,800.00 0.000 0.00 85 150 MM ALTERNATIVE PIPE CULVERT M 150.0000 6,000.00 20.700 3,105.00 86 450 MM ALTERNATIVE PIPE CULVERT M 220.0000 72,600.00 312.900 68,838.00 87 450 MM REINFORCED CONCRETE PIPE M 275.0000 8,250.00 16.500 4,537.50 16.500 4,537.50 88 CLASS 1 PERMEABLE MATERIAL M3 250.0000 1,200.00 4.800 1,200.00 89 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 120.0000 1,440.00 11.700 1,404.00 90 900 MM CORRUGATED STEEL PIPE INLET M 600.0000 10,800.00 17.100 10,260.00 (3.51 MM THICK) 91 450 MM ALTERNATIVE FLARED END SECTION EA 700.0000 700.00 0.000 0.00 92 900 MM PRECAST CONCRETE PIPE INLET M 2,000.0000 2,000.00 0.000 0.00 93 MINOR CONCRETE (BACKFILL) M3 300.0000 1,680.00 0.000 0.00 94 ROCK SLOPE PROTECTION M3 155.0000 37,200.00 16.080 2,492.40 (BACKING NO. 2, METHOD B) 95 SLOPE PAVING (CONCRETE) M3 6,000.0000 228,000.00 0.000 0.00 F) 96 ROCK SLOPE PROTECTION FABRIC M2 5.0000 3,350.00 21.440 107.20 97 MINOR CONCRETE (CURB AND GUTTER) M3 500.0000 48,500.00 13.250 6,625.00 69.900 34,950.00 98 MINOR CONCRETE (SIDEWALK) M3 500.0000 22,500.00 46.810 23,405.00 99 MINOR CONCRETE (CURB RAMP) M3 1,200.0000 1,560.00 1.230 1,476.00 00 MISCELLANEOUS IRON AND STEEL KG 5.0000 7,865.00 85.000 425.00 1,198.000 5,990.00 F) 01 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 69,100.00 0.000 0.00 F) 02 CHAIN LINK FENCE (TYPE CL-1.8) M 61.0000 25,620.00 0.000 0.00 03 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 725.0000 1,450.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 12/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0M14U4 TIME 10:39 AM ESTIMATE NO. 11 BID OPENING 11/17/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 12/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 DELINEATOR (CLASS 1) EA 30.0000 1,350.00 0.000 0.00 05 GUARD RAILING DELINEATOR EA 17.0000 782.00 0.000 0.00 06 OBJECT MARKER EA 35.0000 595.00 0.000 0.00 07 METAL BEAM GUARD RAILING (STEEL POST) M 72.0000 71,280.00 80.000 5,760.00 08 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 235.0000 47,470.00 0.000 0.00 F) 09 BAT EXCLUSION DEVICE LS 12,000.0000 12,000.00 0.000 0.00 10 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 11 TUBULAR BICYCLE RAILING M 250.0000 17,000.00 0.000 0.00 F) 12 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 865.0000 4,325.00 1.000 865.00 13 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 0.000 0.00 14 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 6,900.00 1.000 2,300.00 15 ALTERNATIVE CRASH CUSHION EA 18,950.0000 18,950.00 0.000 0.00 16 CONCRETE BARRIER (TYPE 60) M 80.0000 25,600.00 0.000 0.00 17 CONCRETE BARRIER (TYPE 60E MODIFIED) M 350.0000 12,250.00 0.000 0.00 18 CONCRETE BARRIER (TYPE 732 MODIFIED) M 300.0000 40,500.00 0.000 0.00 F) 19 CONCRETE BARRIER (TYPE 732B MODIFIED) M 500.0000 24,500.00 0.000 0.00 20 CONCRETE BARRIER (TYPE 736 MODIFIED) M 400.0000 54,000.00 0.000 0.00 F) 21 CONCRETE BARRIER (TYPE 736B MODIFIED) M 500.0000 28,000.00 0.000 0.00 22 THERMOPLASTIC PAVEMENT MARKING M2 25.0000 12,500.00 0.000 0.00 23 THERMOPLASTIC TRAFFIC STRIPE M 0.7500 4,095.00 1,734.000 1,300.50 (SPRAYABLE) 24 PAINT TRAFFIC STRIPE M 2.2500 19,890.00 1,095.000 2,463.75 7,708.000 17,343.00 25 PAINT PAVEMENT MARKING M2 15.0000 195.00 9.780 146.70 30.310 454.65 26 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 300.00 180.000 270.00 27 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.2500 1,462.50 119.000 267.75 28 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 29 HIGHWAY LIGHTING LS 52,000.0000 52,000.00 0.050 2,600.00 30 COMMUNICATION CONDUIT (BRIDGE) M 65.0000 48,360.00 0.000 0.00 F) PROGRAM CAS145 PAGE 6 DATE 12/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0M14U4 TIME 10:39 AM ESTIMATE NO. 11 BID OPENING 11/17/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 12/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 SPRINKLER CONTROL CONDUIT (BRIDGE) M 65.0000 8,645.00 69.000 4,485.00 133.000 8,645.00 F) 32 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 33 CELLULAR SOIL REINFORCEMENT M2 35.0000 75,250.00 0.000 0.00 34 BRIDGE REMOVAL (PORTION), LOCATION B LS 155,000.0000 155,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 12/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0M14U4 TIME 10:39 AM ESTIMATE NO. 11 BID OPENING 11/17/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 12/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 196,520.21 3,752,287.24 ADJUSTMENT OF COMPENSATION 18,697.00 123,839.70 EXTRA WORK 17,227.35 263,124.65 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 232,444.56 4,139,251.59 35 MOBILIZATION LS 670,000.0000 670,000.00 1.000 670,000.00 ORIGINAL CONTRACT AMOUNT 6,699,390.50 TOTAL WORK COMPLETED 232,444.56 4,809,251.59 MATERIALS ON HAND ON SITE 69,603.50 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -1,131.95 TOTAL 232,444.56 4,877,723.14 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 135 MOBILIZATION 669,939.05 670,000.00 60.95 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 01/19/10 290 03/15/10 03/15/10 05/31/11 178 15 0 0 67% 61% PROGRESS IS SATISFACTORY DAVID BALLENTINE, R.E. RESIDENT ENGINEER PROGRAM CAS145 DATE 12/20/10