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 06/17/09 EST. NO.11 TIME 01:35 PM 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 0030 4,198.07 E.W. @ U.P (+) 042509 N 90 0 0031 1,902.47 042509 N 091 0 0032 2,395.36 042609 N 095 0 0033 2,395.36 042609 N 096 0 0034 3,521.49 042709 N 097 0 0035 1,625.79 042709 N 098 0 0036 3,551.05 042809 N 099 0 0037 1,625.79 042809 N 100 0 0038 3,530.06 043009 N 101 0 0039 1,625.79 043009 N 102 0 0040 3,530.06 050109 N 103 0 0041 1,625.79 050109 N 104 0 0042 4,208.69 050209 N 105 0 0043 1,929.44 050209 N 106 0 0044 5,236.24 050309 N 107 0 0045 2,395.36 050309 N 1 0 0046 3,530.06 050409 N 109 0 0047 1,625.79 050409 N 110 0 0048 3,552.20 050509 N 111 0 0049 1,625.79 050509 N 112 0 0050 3,552.20 050609 N 113 0 0051 1,625.79 050609 N 114 0 0052 3,552.20 050709 N 115 0 0053 1,625.79 050709 N 116 0 0054 3,552.20 050809 N 117 0 0055 1,625.79 050809 N 118 0 0056 4,230.82 050909 N 119 0 0057 1,929.44 050909 N 120 0 0058 5,258.37 051009 N 121 0 0059 2,395.36 051009 N 122 0 0060 3,530.06 051109 N 123 0 0061 1,625.79 051109 N 124 0 0062 3,530.06 051209 N 125 0 0063 1,625.79 051209 N 126 0 0064 3,530.06 051309 N 127 0 0065 1,625.79 051309 N 128 0 0066 3,497.64 051409 N 129 0 0067 1,601.33 051409 N 130 0 0068 3,502.07 051509 N 131 0 0069 1,601.33 051509 N 132 0 0070 4,193.77 051609 N 134 0 0071 1,910.76 051609 N 135 0 0072 2,830.86 042609 N 136 0 0073 89.54 041709 N 144 0 0074 5,758.10 051709 N 161 0 0075 2,096.98 051709 N 162 0 0076 2,840.36 051809 N 163 0 0077 1,601.78 051809 N 164 0 0078 3,331.04 051909 N 165 0 0079 2,014.99 052009 N 166 0 0080 1,633.72 052109 N 167 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 06/17/09 EST. NO.11 TIME 01:35 PM 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 --------------------------------------------------------------------------- 0081 1,165.68 052109 N 168 0 0082 160.83 052609 N 169 0 0083 552.38 052809 N 170 0 0084 632.93 052709 Y 0171.0 003 0004 -5,502.01 A.C. @ U.P.(-) 052109 N 4 0 012 0002 157.00 E.W. @ F.A.(+) 043009 Y 0139.0 025 0002 2,900.00 E.W. @ U.P (+) 052809 N 2 0 026 0001 9,467.70 E.W. @ L.S.(+) 060509 N 1 0 028 0004 2,987.52 E.W. @ F.A.(+) 042909 Y 0094.0 0005 721.97 042909 Y 0140.0 0006 13,719.36 042709 Y 0141.0 0009 535.06 043009 Y 0151.0 030 0001 949.56 E.W. @ F.A.(+) 042209 Y 0142.0 0002 4,572.84 051209 Y 0147.0 171,971.25 TOTAL THIS ESTIMATE -11,333.35 TOTAL PREVIOUS ESTIMATE 160,637.90 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 06/17/09 EST. NO.11 TIME 01:35 PM R.E. NAME: KRAFT, DAN 03-1C4904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CIDH PILE DEDUCT -1,538.32 07 OUT OF COMP PCC SAND -1,800.00 07 MISSING CPM -25,000.00 09 5/20 OGAC OUTOFSPEC -877.50 10 5/8 OGAC OUT OF SPEC -877.50 10 5/9 OGAC OUT OF SPEC -1,755.00 10 MISSING CPM 25,000.00 11 25,000.00 -6,848.32 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 PER LTR DATED 12/08 -5,000.00 06 PER LTR DATED 1/09 -3,000.00 07 PER LTR DATED 2/09 -6,000.00 08 RETURN 01/09 DEDUCT 3,000.00 09 RETURN 02/09 DEDUCT 6,000.00 09 RETURN 12/08 DEDUCT 5,000.00 09 PER LTR DATED 5/09 -5,000.00 10 0.00 -15,000.00 TOTAL DEDUCTIONS 25,000.00 -21,848.32 PROGRAM CAS145 PAGE 1 DATE 06/17/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C4904 TIME 01:35 PM ESTIMATE NO. 11 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 06/19/09 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 06/17/09 LOCATION 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 0.000 0.00 02 TIME-RELATED OVERHEAD WDAY 6,000.0000 960,000.00 7.000 42,000.00 160.000 960,000.00 03 MIGRATORY BIRD AND BAT PROTECTION LS 5,000.0000 5,000.00 1.000 5,000.00 04 TEMPORARY FENCE (TYPE WM) M 10.0000 4,000.00 101.000 1,010.00 404.000 4,040.00 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 0.040 200.00 1.000 5,000.00 07 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.250 1,250.00 1.000 5,000.00 S) PREVENTION PLAN 08 TEMPORARY FIBER ROLL M 10.0000 63,000.00 549.400 5,494.00 09 TEMPORARY SILT FENCE M 10.0000 33,600.00 413.800 4,138.00 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 500.0000 1,000.00 3.000 1,500.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 300.0000 2,700.00 2.000 600.00 12 TEMPORARY COVER M2 1.0000 7,610.00 3,330.500 3,330.50 13 STREET SWEEPING LS 5,000.0000 5,000.00 0.040 200.00 1.000 5,000.00 14 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.250 1,250.00 1.000 5,000.00 S) 15 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.040 1,000.00 1.000 25,000.00 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 1.000 10,000.00 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 06/17/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C4904 TIME 01:35 PM ESTIMATE NO. 11 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 06/19/09 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 06/17/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 82.600 1,652.00 1,183.800 23,676.00 24 REMOVE FLARED END SECTION EA 500.0000 2,500.00 5.000 2,500.00 25 REMOVE ROADSIDE SIGN EA 300.0000 3,300.00 2.000 600.00 11.000 3,300.00 26 REMOVE ROADSIDE SIGN EA 500.0000 2,000.00 3.000 1,500.00 4.000 2,000.00 (TURNABLE METAL POST) 27 REMOVE CULVERT M 80.0000 12,800.00 159.800 12,784.00 28 REMOVE HEADWALL EA 1,000.0000 4,000.00 4.000 4,000.00 29 REMOVE REINFORCED CONCRETE BOX CULVERT M 200.0000 4,000.00 19.450 3,890.00 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 16.000 4,000.00 32 900 MM CURED-IN-PLACE PIPE LINER M 2,000.0000 46,000.00 23.000 46,000.00 23.000 46,000.00 33 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 8,880.00 2,591.000 15,546.00 S) 34 BRIDGE REMOVAL LS 60,000.0000 60,000.00 1.000 60,000.00 35 CLEARING AND GRUBBING LS 9,400.0000 9,400.00 1.000 9,400.00 36 ROADWAY EXCAVATION M3 20.0000 139,000.00 450.000 9,000.00 6,950.000 139,000.00 37 ROADWAY EXCAVATION M3 30.0000 348,000.00 350.000 10,500.00 11,850.000 355,500.00 (NATURALLY OCCURRING ASBESTOS) 38 ASBESTOS COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.040 200.00 1.000 5,000.00 39 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.020 100.00 1.000 5,000.00 40 DUST CONTROL PLAN LS 5,000.0000 5,000.00 0.020 100.00 0.750 3,750.00 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 71.000 1,420.00 F) 43 IMPORTED BORROW M3 12.0000 128,400.00 2,050.500 24,606.00 44 IMPORTED TOPSOIL M3 20.0000 11,600.00 842.000 16,840.00 928.000 18,560.00 S) 45 EROSION CONTROL (COMPOST BLANKET) M2 10.0000 4,400.00 323.600 3,236.00 323.600 3,236.00 S) 46 EROSION CONTROL (TYPE D) M2 1.0000 14,700.00 7,200.000 7,200.00 14,700.000 14,700.00 S) 47 EROSION CONTROL (TYPE BFM) M2 2.0000 10,600.00 2,300.000 4,600.00 5,300.000 10,600.00 S) 48 WEED CONTROL MAT (FIBER) M2 100.0000 3,200.00 43.200 4,320.00 118.200 11,820.00 S) 49 CLASS 2 AGGREGATE BASE M3 55.0000 490,050.00 9,296.470 511,305.85 PROGRAM CAS145 PAGE 3 DATE 06/17/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C4904 TIME 01:35 PM ESTIMATE NO. 11 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 06/19/09 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 06/17/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 21.624 1,946.16 6,565.804 590,922.36 51 ASPHALT CONCRETE (OPEN GRADED) TONN 100.0000 120,000.00 382.440 38,244.00 1,106.440 110,644.00 52 PAVING ASPHALT (BINDER-PAVEMENT TONN 2,000.0000 2,000.00 0.900 1,800.00 REINFORCING FABRIC) 53 PAVEMENT REINFORCING FABRIC M2 5.0000 3,000.00 516.000 2,580.00 54 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 80.0000 5,840.00 79.800 6,384.00 79.800 6,384.00 AREA) 55 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 20.0000 3,000.00 21.000 420.00 100.000 2,000.00 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 1.000 40,000.00 S) 58 STRUCTURAL CONCRETE, BRIDGE M3 460.0000 322,000.00 13.275 6,106.50 700.000 322,000.00 F) 59 3.7 M X 2.1 M PRECAST DOUBLE BOX CULVERT M 4,000.0000 136,000.00 33.060 132,240.00 60 2.1 M X 1.2 M PRECAST BOX CULVERT M 1,200.0000 26,400.00 -0.540 -648.00 20.560 24,672.00 61 MINOR CONCRETE (MINOR STRUCTURE) M3 800.0000 64,800.00 0.280 224.00 82.190 65,752.00 62 JOINT SEAL (MR 50 MM) M 80.0000 2,560.00 30.600 2,448.00 S) 63 BAR REINFORCING STEEL (BRIDGE) KG 2.6000 386,074.00 148,490.000 386,074.00 SF) 64 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 1,500.00 6.100 610.00 15.700 1,570.00 (1.6 MM-UNFRAMED) 65 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 700.00 7.240 724.00 8.720 872.00 (2.0 MM-UNFRAMED) 66 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 1,800.00 12.100 1,210.00 18.460 1,846.00 (1.6 MM-FRAMED) 67 ROADSIDE SIGN - ONE POST EA 300.0000 5,400.00 6.000 1,800.00 16.000 4,800.00 68 ROADSIDE SIGN - TWO POST EA 300.0000 2,100.00 7.000 2,100.00 10.000 3,000.00 69 600 MM ALTERNATIVE PIPE CULVERT M 260.0000 36,400.00 160.380 41,698.80 70 1500 MM ALTERNATIVE PIPE CULVERT M 600.0000 25,200.00 39.590 23,754.00 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 5.000 2,500.00 73 750 MM STEEL FLARED END SECTION EA 500.0000 500.00 1.000 500.00 74 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 100.0000 9,200.00 94.950 9,495.00 75 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 100.0000 15,000.00 62.630 6,263.00 161.430 16,143.00 76 ROCK SLOPE PROTECTION FABRIC M2 6.0000 2,760.00 83.500 501.00 481.620 2,889.72 PROGRAM CAS145 PAGE 4 DATE 06/17/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C4904 TIME 01:35 PM ESTIMATE NO. 11 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 06/19/09 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 06/17/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 28,800.00 800.100 24,003.00 1,038.500 31,155.00 S) 79 CONCRETE BARRIER DELINEATOR (400 MM) EA 50.0000 150.00 3.000 150.00 3.000 150.00 S) 80 DELINEATOR (CLASS 1) EA 25.0000 700.00 28.000 700.00 28.000 700.00 81 MARKER (CULVERT) EA 40.0000 560.00 0.000 0.00 82 KILOMETER POST MARKER EA 50.0000 50.00 5.000 250.00 5.000 250.00 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 19.730 1,973.00 70.280 7,028.00 S) 85 TRANSITION RAILING (TYPE WB) EA 500.0000 1,000.00 1.000 500.00 4.000 2,000.00 S) 86 END CAP EA 500.0000 1,000.00 1.000 500.00 4.000 2,000.00 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 64,000.00 320.000 64,000.00 F) 90 THERMOPLASTIC PAVEMENT MARKING M2 100.0000 2,700.00 26.360 2,636.00 26.360 2,636.00 S) 91 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 4,840.00 5,237.900 5,237.90 5,237.900 5,237.90 S) 92 200 MM THERMOPLASTIC TRAFFIC STRIPE M 6.0000 600.00 99.000 594.00 99.000 594.00 S) 93 100 MM THERMOPLASTIC TRAFFIC STRIPE M 6.0000 900.00 146.600 879.60 146.600 879.60 S) (BROKEN 3.66 M - 0.92 M) 94 100 MM THERMOPLASTIC TRAFFIC STRIPE M 6.0000 3,960.00 696.700 4,180.20 696.700 4,180.20 S) (BROKEN 10.98 M - 3.66 M) 95 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 1,520.00 389.000 1,556.00 389.000 1,556.00 S) 96 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 97 MODIFY TRAFFIC MONITORING STATION LS 30,000.0000 30,000.00 0.740 22,200.00 1.000 30,000.00 S) (COUNT) PROGRAM CAS145 PAGE 5 DATE 06/17/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C4904 TIME 01:35 PM ESTIMATE NO. 11 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 06/19/09 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 06/17/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 284,814.36 4,891,416.03 ADJUSTMENT OF COMPENSATION -5,502.01 -90,978.29 EXTRA WORK 177,473.26 251,616.19 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 456,785.61 5,052,053.93 98 MOBILIZATION LS 500,000.0000 500,000.00 1.000 500,000.00 ORIGINAL CONTRACT AMOUNT 5,540,859.00 TOTAL WORK COMPLETED 456,785.61 5,552,053.93 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 25,000.00 -21,848.32 TOTAL 481,785.61 5,530,205.61 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 07/01/09 173 65 0 0 93% 100% PROGRESS IS SATISFACTORY PENDING CCO DAYS KRAFT, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 06/17/09