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 04/20/10 EST. NO.03 TIME 02:20 PM 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 0010 71.61 E.W. @ F.A.(+) 030910 N 0015.0 0011 710.46 031710 N 0017.0 0012 811.95 031810 N 0018.0 0014 866.13 032210 N 0021.0 0015 356.51 032310 N 0022.0 0016 598.48 031910 N 0019.1 0017 140.75 032310 N 0026.0 0018 880.20 040710 N 0030.0 0019 1,084.94 040810 N 0031.0 002 0001 3,417.81 E.W. @ F.A.(+) 031810 N 0016.0 003 0005 1,756.36 E.W. @ F.A.(+) 031810 N 0020.0 0006 2,628.15 032210 N 0023.0 0007 1,308.89 032310 N 0024.0 0008 1,189.18 033110 N 0027.0 0009 505.66 040710 N 0032.0 005 0001 634.59 E.W. @ F.A.(+) 032410 N 0025.0 0002 691.16 033010 N 0028.0 008 0002 3,229.82 E.W. @ F.A.(+) 040510 N 0033.0 20,882.65 TOTAL THIS ESTIMATE 51,798.59 TOTAL PREVIOUS ESTIMATE 72,681.24 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 04/20/10 EST. NO.03 TIME 02:20 PM R.E. NAME: DAVID BALLENTINE, R.E. 05-0M14U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 135 -30.47 03 -30.47 -30.47 TOTAL DEDUCTIONS -30.47 -30.47 PROGRAM CAS145 PAGE 1 DATE 04/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0M14U4 TIME 02:20 PM ESTIMATE NO. 03 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 04/20/10 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 04/20/10 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 0.000 0.00 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 16.000 2,400.00 19.000 2,850.00 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 0.050 250.00 0.150 750.00 06 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 0.020 30.00 0.560 840.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 11.0000 1,100.00 85.000 935.00 85.000 935.00 08 TEMPORARY SILT FENCE M 6.0000 12,000.00 68.000 408.00 333.000 1,998.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 6,000.00 0.000 0.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 12,000.00 1.000 3,000.00 1.000 3,000.00 11 TEMPORARY COVER M2 5.0000 8,000.00 486.000 2,430.00 486.000 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 6.000 1,500.00 14 TEMPORARY HYDRAULIC MULCH M2 0.8500 2,040.00 0.000 0.00 (POLYMER STABILIZED FIBER MATRIX) 15 STREET SWEEPING LS 15,000.0000 15,000.00 0.060 900.00 0.070 1,050.00 16 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,500.0000 2,500.00 0.000 0.00 17 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.620 9,300.00 18 TRAFFIC CONTROL SYSTEM LS 105,380.0000 105,380.00 0.050 5,269.00 0.150 15,807.00 19 TYPE III BARRICADE EA 35.0000 7,000.00 25.000 875.00 25.000 875.00 20 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 4,500.00 65.000 1,625.00 65.000 1,625.00 21 PORTABLE CHANGEABLE MESSAGE SIGN LS 32,000.0000 32,000.00 0.050 1,600.00 0.150 4,800.00 22 TEMPORARY RAILING (TYPE K) M 85.0000 137,700.00 195.200 16,592.00 195.200 16,592.00 PROGRAM CAS145 PAGE 2 DATE 04/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0M14U4 TIME 02:20 PM ESTIMATE NO. 03 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 04/20/10 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 04/20/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 2,100.00 24 TEMPORARY ALTERNATIVE CRASH CUSHION EA 5,000.0000 20,000.00 1.000 5,000.00 1.000 5,000.00 25 ABANDON CULVERT M 75.0000 14,250.00 0.000 0.00 26 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 27 REMOVE CHAIN LINK FENCE M 20.0000 10,400.00 508.500 10,170.00 528.500 10,570.00 28 REMOVE METAL BEAM GUARD RAILING M 32.0000 23,040.00 70.800 2,265.60 90.800 2,905.60 29 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.5000 2,575.00 0.000 0.00 30 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.8000 3,892.00 1,477.000 4,135.60 1,477.000 4,135.60 STRIPE 31 REMOVE PAINTED TRAFFIC STRIPE M 2.4500 4,753.00 0.000 0.00 32 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.6000 3,562.00 1,699.000 4,417.40 1,699.000 4,417.40 33 REMOVE PAVEMENT MARKER EA 1.5000 450.00 329.000 493.50 329.000 493.50 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 0.000 0.00 37 REMOVE INLET EA 500.0000 2,000.00 0.000 0.00 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 11.500 977.50 40 REMOVE MANHOLE EA 1,200.0000 1,200.00 0.000 0.00 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 18,690.00 103.000 2,163.00 206.000 4,326.00 45 REMOVE CONCRETE BARRIER M 80.0000 8,000.00 97.000 7,760.00 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 0.300 45,000.00 0.750 112,500.00 PROGRAM CAS145 PAGE 3 DATE 04/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0M14U4 TIME 02:20 PM ESTIMATE NO. 03 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 04/20/10 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 04/20/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 2,500.00 51 ROADWAY EXCAVATION M3 17.0000 396,100.00 6,614.400 112,444.80 6,614.400 112,444.80 52 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.500 1,500.00 1.000 3,000.00 53 ASBESTOS COMPLIANCE PLAN LS 3,500.0000 3,500.00 0.250 875.00 0.500 1,750.00 54 STRUCTURE EXCAVATION (BRIDGE) M3 103.0000 174,585.00 1,318.000 135,754.00 1,318.000 135,754.00 F) 55 STRUCTURE BACKFILL (BRIDGE) M3 150.0000 89,700.00 0.000 0.00 F) 56 SAND BACKFILL M3 70.0000 2,100.00 0.000 0.00 57 IMPORTED BORROW M3 20.0000 72,200.00 0.000 0.00 58 EROSION CONTROL (TYPE D) M2 0.5000 22,950.00 0.000 0.00 59 FIBER ROLLS M 11.0000 30,360.00 0.000 0.00 60 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 350.0000 1,400.00 0.000 0.00 61 NPS 3 SUPPLY LINE (BRIDGE) M 300.0000 39,900.00 0.000 0.00 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 0.000 0.00 64 HOT MIX ASPHALT (TYPE A) TONN 121.0000 655,820.00 170.700 20,654.70 170.700 20,654.70 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 0.000 0.00 67 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 7.0000 4,550.00 0.000 0.00 68 PLACE HOT MIX ASPHALT M2 50.0000 2,700.00 0.000 0.00 (MISCELLANEOUS AREA) 69 TACK COAT TONN 1,100.0000 12,100.00 0.000 0.00 70 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 180.0000 176,580.00 0.000 0.00 PILING 71 PRESTRESSING CAST-IN-PLACE CONCRETE LS 130,000.0000 130,000.00 0.000 0.00 72 BAT HABITAT EA 2,500.0000 15,000.00 0.000 0.00 73 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 170,400.00 0.000 0.00 F) 74 STRUCTURAL CONCRETE, BRIDGE M3 600.0000 939,600.00 0.000 0.00 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 0.000 0.00 F) PROGRAM CAS145 PAGE 4 DATE 04/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0M14U4 TIME 02:20 PM ESTIMATE NO. 03 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 04/20/10 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 04/20/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.000 0.00 86 450 MM ALTERNATIVE PIPE CULVERT M 220.0000 72,600.00 0.000 0.00 87 450 MM REINFORCED CONCRETE PIPE M 275.0000 8,250.00 0.000 0.00 88 CLASS 1 PERMEABLE MATERIAL M3 250.0000 1,200.00 0.000 0.00 89 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 120.0000 1,440.00 0.000 0.00 90 900 MM CORRUGATED STEEL PIPE INLET M 600.0000 10,800.00 0.000 0.00 (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 7.680 1,190.40 7.680 1,190.40 (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 21.440 107.20 97 MINOR CONCRETE (CURB AND GUTTER) M3 500.0000 48,500.00 0.000 0.00 98 MINOR CONCRETE (SIDEWALK) M3 500.0000 22,500.00 0.000 0.00 99 MINOR CONCRETE (CURB RAMP) M3 1,200.0000 1,560.00 0.000 0.00 00 MISCELLANEOUS IRON AND STEEL KG 5.0000 7,865.00 0.000 0.00 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 04/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0M14U4 TIME 02:20 PM ESTIMATE NO. 03 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 04/20/10 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 04/20/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.000 0.00 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 0.000 0.00 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 0.000 0.00 (SPRAYABLE) 24 PAINT TRAFFIC STRIPE M 2.2500 19,890.00 2,880.000 6,480.00 2,880.000 6,480.00 25 PAINT PAVEMENT MARKING M2 15.0000 195.00 3.710 55.65 3.710 55.65 26 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 300.00 0.000 0.00 27 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.2500 1,462.50 0.000 0.00 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 0.000 0.00 30 COMMUNICATION CONDUIT (BRIDGE) M 65.0000 48,360.00 0.000 0.00 F) PROGRAM CAS145 PAGE 6 DATE 04/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0M14U4 TIME 02:20 PM ESTIMATE NO. 03 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 04/20/10 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 04/20/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 04/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0M14U4 TIME 02:20 PM ESTIMATE NO. 03 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 04/20/10 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 04/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 400,258.35 515,944.35 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 20,882.65 72,681.24 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 421,141.00 588,625.59 35 MOBILIZATION LS 670,000.0000 670,000.00 0.500 335,000.00 0.500 335,000.00 ORIGINAL CONTRACT AMOUNT 6,699,390.50 TOTAL WORK COMPLETED 756,141.00 923,625.59 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -30.47 -30.47 TOTAL 756,110.53 923,595.12 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 05/12/11 19 3 0 0 14% 7% PROGRESS IS SATISFACTORY DAVID BALLENTINE, R.E. RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 04/20/10