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 11/24/08 EST. NO.05 TIME 10:13 AM R.E. NAME: KRAFT, DAN 03-1C4904 --------------------------------------------------------------------------- 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 0014 422.91 E.W. @ F.A.(+) 070808 Y 0004.1 0017 205.71 103008 Y 0032.0 0018 65.32 091708 Y 0049.0 0019 347.28 092208 Y 0050.0 0020 388.77 092308 Y 0051.0 0021 172.11 092408 Y 0052.0 0022 491.92 100808 Y 0053.0 0023 197.94 100908 Y 0054.0 003 0001 -10,534.91 A.C. @ U.P.(-) 112008 N 1 0 004 0002 797.26 E.W. @ F.A.(+) 100908 Y 0020.1 012 0001 245.58 E.W. @ F.A.(+) 081308 Y 0010.0 016 0004 649.18 E.W. @ F.A.(+) 090408 Y 0035.0 0005 2,581.25 090408 Y 0038.0 0006 2,668.45 090508 Y 0039.0 0007 3,048.17 090808 Y 0040.0 0008 231.10 090908 Y 0041.0 0009 85.46 091708 Y 0042.0 0010 162.44 090308 Y 0024.0 017 0002 869.17 E.W. @ F.A.(+) 090408 Y 0036.0 0003 85.46 091908 Y 0043.0 018 0012 112.58 E.W. @ F.A.(+) 093008 Y 0044.0 3,293.15 TOTAL THIS ESTIMATE 14,209.86 TOTAL PREVIOUS ESTIMATE 17,503.01 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 11/24/08 EST. NO.05 TIME 10:13 AM R.E. NAME: KRAFT, DAN 03-1C4904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 8/08 -10,000.00 02 PER LTR DATED 9/08 -10,000.00 03 PER LTR DATED 10/08 -10,000.00 04 RETURN 8/08 DEDUCT 10,000.00 04 RETURN 9/08 DEDUCT 10,000.00 05 10,000.00 -10,000.00 TOTAL DEDUCTIONS 10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 11/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C4904 TIME 10:13 AM ESTIMATE NO. 05 BID OPENING 05/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 11/24/08 LOCATION RERUN PROGRESS ESTIMATE 03-COL-20-2.9/3.7 ----------------------- NEHEMIAH CONSTRUCTION INC IN COLUSA COUNTY ON ROUTE 20 FROM 801 FIRST STREET SUITE G 0.5 KM WEST TO 0.8 KM EAST OF BEAR BENICIA CA 94510 CREEK BRIDGE AND ON ROUTE 16 AT ROUTE 20/16 INTERSECTION FED. AID NO. ACNH-P020(148) ,ACBR-P020(148) ,NH-P020(148) REPLACE BRIDGE ON NEW ALIGNMENT ------------------------------------------------------------------------------------------------------------------------------------ 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 1,880.0000 1,880.00 0.100 188.00 02 TIME-RELATED OVERHEAD WDAY 6,000.0000 960,000.00 22.000 132,000.00 96.000 576,000.00 03 MIGRATORY BIRD AND BAT PROTECTION LS 5,000.0000 5,000.00 0.250 1,250.00 04 TEMPORARY FENCE (TYPE WM) M 10.0000 4,000.00 303.000 3,030.00 05 TEMPORARY FENCE (TYPE ESA) M 10.0000 5,900.00 593.000 5,930.00 06 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.140 700.00 0.600 3,000.00 07 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 S) PREVENTION PLAN 08 TEMPORARY FIBER ROLL M 10.0000 63,000.00 145.000 1,450.00 375.000 3,750.00 09 TEMPORARY SILT FENCE M 10.0000 33,600.00 24.000 240.00 310.800 3,108.00 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 500.0000 1,000.00 2.000 1,000.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 300.0000 2,700.00 2.000 600.00 12 TEMPORARY COVER M2 1.0000 7,610.00 587.000 587.00 3,080.500 3,080.50 13 STREET SWEEPING LS 5,000.0000 5,000.00 0.170 850.00 0.680 3,400.00 14 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.750 3,750.00 S) 15 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.090 2,250.00 0.530 13,250.00 S) 16 TEMPORARY PAVEMENT MARKING (PAINT) M2 100.0000 1,400.00 0.000 0.00 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.0000 12,180.00 0.000 0.00 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 700.00 0.000 0.00 S) 19 TEMPORARY PAVEMENT MARKER EA 6.0000 2,820.00 0.000 0.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.100 1,000.00 0.500 5,000.00 S) 21 TEMPORARY RAILING (TYPE K) M 40.0000 57,600.00 772.000 30,880.00 S) 22 TEMPORARY CRASH CUSHION MODULE EA 200.0000 11,200.00 42.000 8,400.00 S) PROGRAM CAS145 PAGE 2 DATE 11/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C4904 TIME 10:13 AM ESTIMATE NO. 05 BID OPENING 05/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 11/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE FENCE (TYPE WM) M 20.0000 22,000.00 1,041.200 20,824.00 24 REMOVE FLARED END SECTION EA 500.0000 2,500.00 4.000 2,000.00 25 REMOVE ROADSIDE SIGN EA 300.0000 3,300.00 3.000 900.00 26 REMOVE ROADSIDE SIGN EA 500.0000 2,000.00 0.000 0.00 (TURNABLE METAL POST) 27 REMOVE CULVERT M 80.0000 12,800.00 43.400 3,472.00 28 REMOVE HEADWALL EA 1,000.0000 4,000.00 0.000 0.00 29 REMOVE REINFORCED CONCRETE BOX CULVERT M 200.0000 4,000.00 0.000 0.00 30 RELOCATE GATE EA 1,000.0000 1,000.00 1.000 1,000.00 31 RELOCATE ROADSIDE SIGN EA 250.0000 4,000.00 11.000 2,750.00 32 900 MM CURED-IN-PLACE PIPE LINER M 2,000.0000 46,000.00 0.000 0.00 33 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 8,880.00 0.000 0.00 S) 34 BRIDGE REMOVAL LS 60,000.0000 60,000.00 0.000 0.00 35 CLEARING AND GRUBBING LS 9,400.0000 9,400.00 0.850 7,990.00 36 ROADWAY EXCAVATION M3 20.0000 139,000.00 3,713.400 74,268.00 37 ROADWAY EXCAVATION M3 30.0000 348,000.00 8,005.400 240,162.00 (NATURALLY OCCURRING ASBESTOS) 38 ASBESTOS COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.050 250.00 0.860 4,300.00 39 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.050 250.00 0.860 4,300.00 40 DUST CONTROL PLAN LS 5,000.0000 5,000.00 0.050 250.00 0.610 3,050.00 41 STRUCTURE EXCAVATION (BRIDGE) M3 500.0000 86,500.00 173.000 86,500.00 F) 42 STRUCTURE BACKFILL (BRIDGE) M3 20.0000 1,420.00 42.500 850.00 42.500 850.00 F) 43 IMPORTED BORROW M3 12.0000 128,400.00 1,992.500 23,910.00 44 IMPORTED TOPSOIL M3 20.0000 11,600.00 0.000 0.00 S) 45 EROSION CONTROL (COMPOST BLANKET) M2 10.0000 4,400.00 0.000 0.00 S) 46 EROSION CONTROL (TYPE D) M2 1.0000 14,700.00 1,000.000 1,000.00 7,500.000 7,500.00 S) 47 EROSION CONTROL (TYPE BFM) M2 2.0000 10,600.00 3,000.000 6,000.00 S) 48 WEED CONTROL MAT (FIBER) M2 100.0000 3,200.00 0.000 0.00 S) 49 CLASS 2 AGGREGATE BASE M3 55.0000 490,050.00 3,770.000 207,350.00 PROGRAM CAS145 PAGE 3 DATE 11/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C4904 TIME 10:13 AM ESTIMATE NO. 05 BID OPENING 05/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 11/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ASPHALT CONCRETE (TYPE A) TONN 90.0000 585,900.00 650.580 58,552.20 650.580 58,552.20 51 ASPHALT CONCRETE (OPEN GRADED) TONN 100.0000 120,000.00 0.000 0.00 52 PAVING ASPHALT (BINDER-PAVEMENT TONN 2,000.0000 2,000.00 0.000 0.00 REINFORCING FABRIC) 53 PAVEMENT REINFORCING FABRIC M2 5.0000 3,000.00 0.000 0.00 54 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 80.0000 5,840.00 0.000 0.00 AREA) 55 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 20.0000 3,000.00 0.000 0.00 56 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 2,300.0000 414,000.00 207.147 476,438.10 S) PILING 57 PRESTRESSING CAST-IN-PLACE CONCRETE LS 40,000.0000 40,000.00 0.000 0.00 S) 58 STRUCTURAL CONCRETE, BRIDGE M3 460.0000 322,000.00 366.002 168,360.92 431.801 198,628.46 F) 59 3.7 M X 2.1 M PRECAST DOUBLE BOX CULVERT M 4,000.0000 136,000.00 0.000 0.00 60 2.1 M X 1.2 M PRECAST BOX CULVERT M 1,200.0000 26,400.00 0.000 0.00 61 MINOR CONCRETE (MINOR STRUCTURE) M3 800.0000 64,800.00 2.440 1,952.00 62 JOINT SEAL (MR 50 MM) M 80.0000 2,560.00 0.000 0.00 S) 63 BAR REINFORCING STEEL (BRIDGE) KG 2.6000 386,074.00 45,808.132 119,101.14 109,050.632 283,531.64 SF) 64 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 1,500.00 0.000 0.00 (1.6 MM-UNFRAMED) 65 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 700.00 0.000 0.00 (2.0 MM-UNFRAMED) 66 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 1,800.00 0.000 0.00 (1.6 MM-FRAMED) 67 ROADSIDE SIGN - ONE POST EA 300.0000 5,400.00 0.000 0.00 68 ROADSIDE SIGN - TWO POST EA 300.0000 2,100.00 0.000 0.00 69 600 MM ALTERNATIVE PIPE CULVERT M 260.0000 36,400.00 19.250 5,005.00 123.140 32,016.40 70 1500 MM ALTERNATIVE PIPE CULVERT M 600.0000 25,200.00 18.290 10,974.00 71 900 MM BITUMINOUS COATED CORRUGATED M 1,000.0000 4,000.00 0.000 0.00 STEEL PIPE (2.01 MM THICK) 72 600 MM STEEL FLARED END SECTION EA 500.0000 2,500.00 1.000 500.00 5.000 2,500.00 73 750 MM STEEL FLARED END SECTION EA 500.0000 500.00 1.000 500.00 1.000 500.00 74 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 100.0000 9,200.00 68.300 6,830.00 68.300 6,830.00 75 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 100.0000 15,000.00 23.600 2,360.00 23.600 2,360.00 76 ROCK SLOPE PROTECTION FABRIC M2 6.0000 2,760.00 229.800 1,378.80 229.800 1,378.80 PROGRAM CAS145 PAGE 4 DATE 11/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C4904 TIME 10:13 AM ESTIMATE NO. 05 BID OPENING 05/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 11/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MISCELLANEOUS IRON AND STEEL KG 5.0000 1,605.00 324.000 1,620.00 F) 78 FENCE (TYPE WM, METAL POST) M 30.0000 28,800.00 238.400 7,152.00 S) 79 CONCRETE BARRIER DELINEATOR (400 MM) EA 50.0000 150.00 0.000 0.00 S) 80 DELINEATOR (CLASS 1) EA 25.0000 700.00 0.000 0.00 81 MARKER (CULVERT) EA 40.0000 560.00 0.000 0.00 82 KILOMETER POST MARKER EA 50.0000 50.00 0.000 0.00 83 METAL BEAM GUARD RAILING (WOOD POST) M 500.0000 2,500.00 0.000 0.00 S) 84 CABLE RAILING M 100.0000 7,000.00 0.000 0.00 S) 85 TRANSITION RAILING (TYPE WB) EA 500.0000 1,000.00 0.000 0.00 S) 86 END CAP EA 500.0000 1,000.00 0.000 0.00 S) 87 END ANCHOR ASSEMBLY (TYPE SFT) EA 2,000.0000 4,000.00 0.000 0.00 S) 88 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 7,000.00 0.000 0.00 S) 89 CONCRETE BARRIER (TYPE 732) M 200.0000 64,000.00 0.000 0.00 F) 90 THERMOPLASTIC PAVEMENT MARKING M2 100.0000 2,700.00 0.000 0.00 S) 91 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 4,840.00 0.000 0.00 S) 92 200 MM THERMOPLASTIC TRAFFIC STRIPE M 6.0000 600.00 0.000 0.00 S) 93 100 MM THERMOPLASTIC TRAFFIC STRIPE M 6.0000 900.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 94 100 MM THERMOPLASTIC TRAFFIC STRIPE M 6.0000 3,960.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 95 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 1,520.00 0.000 0.00 S) 96 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 97 MODIFY TRAFFIC MONITORING STATION LS 30,000.0000 30,000.00 0.000 0.00 S) (COUNT) PROGRAM CAS145 PAGE 5 DATE 11/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C4904 TIME 10:13 AM ESTIMATE NO. 05 BID OPENING 05/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/08 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 11/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 504,265.06 2,450,926.10 ADJUSTMENT OF COMPENSATION -10,534.91 -10,534.91 EXTRA WORK 13,828.06 28,037.92 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 507,558.21 2,468,429.11 98 MOBILIZATION LS 500,000.0000 500,000.00 0.950 475,000.00 ORIGINAL CONTRACT AMOUNT 5,540,859.00 TOTAL WORK COMPLETED 507,558.21 2,943,429.11 MATERIALS ON HAND ON SITE 34,794.07 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -10,000.00 TOTAL 517,558.21 2,968,223.18 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 06/20/08 160 06/27/08 07/07/08 07/01/09 96 0 0 0 50% 60% PROGRESS IS SATISFACTORY KRAFT, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 11/24/08