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 06/23/09 EST. NO.12 TIME 11:28 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 --------------------------------------------------------------------------- 003 0004-1 5,502.01 A.C. @ U.P.(-) 052109 N 4 0 DAO CORRECTING ENTRY 0004-2 -4,944.12 052109 N 4 0 DAO CORRECTING ENTRY 0005 -210.20 060209 N 5 0 035 0001 580.59 E.W. @ F.A.(+) 052709 Y 0172.0 928.28 TOTAL THIS ESTIMATE 160,637.90 TOTAL PREVIOUS ESTIMATE 161,566.18 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 06/23/09 EST. NO.12 TIME 11:28 AM 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 0.00 -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 0.00 -21,848.32 PROGRAM CAS145 PAGE 1 DATE 06/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C4904 TIME 11:28 AM ESTIMATE NO. 12 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 06/23/09 LOCATION SUPPLEMENTAL 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 0.000 0.00 02 TIME-RELATED OVERHEAD WDAY 6,000.0000 960,000.00 160.000 960,000.00 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 4,000.00 404.000 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 1.000 5,000.00 07 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 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 1.000 5,000.00 14 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 1.000 5,000.00 S) 15 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 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 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 06/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C4904 TIME 11:28 AM ESTIMATE NO. 12 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 06/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 11.000 3,300.00 26 REMOVE ROADSIDE SIGN EA 500.0000 2,000.00 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 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 6,950.000 139,000.00 37 ROADWAY EXCAVATION M3 30.0000 348,000.00 11,850.000 355,500.00 (NATURALLY OCCURRING ASBESTOS) 38 ASBESTOS COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 39 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 40 DUST CONTROL PLAN LS 5,000.0000 5,000.00 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 8,649.500 103,794.00 10,700.000 128,400.00 44 IMPORTED TOPSOIL M3 20.0000 11,600.00 928.000 18,560.00 S) 45 EROSION CONTROL (COMPOST BLANKET) M2 10.0000 4,400.00 323.600 3,236.00 S) 46 EROSION CONTROL (TYPE D) M2 1.0000 14,700.00 14,700.000 14,700.00 S) 47 EROSION CONTROL (TYPE BFM) M2 2.0000 10,600.00 5,300.000 10,600.00 S) 48 WEED CONTROL MAT (FIBER) M2 100.0000 3,200.00 118.200 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 06/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C4904 TIME 11:28 AM ESTIMATE NO. 12 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 06/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,565.804 590,922.36 51 ASPHALT CONCRETE (OPEN GRADED) TONN 100.0000 120,000.00 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 AREA) 55 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 20.0000 3,000.00 100.000 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 322,000.00 700.000 322,000.00 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 20.560 24,672.00 61 MINOR CONCRETE (MINOR STRUCTURE) M3 800.0000 64,800.00 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 15.700 1,570.00 (1.6 MM-UNFRAMED) 65 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 700.00 8.720 872.00 (2.0 MM-UNFRAMED) 66 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 1,800.00 18.460 1,846.00 (1.6 MM-FRAMED) 67 ROADSIDE SIGN - ONE POST EA 300.0000 5,400.00 1.000 300.00 17.000 5,100.00 68 ROADSIDE SIGN - TWO POST EA 300.0000 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 15,000.00 161.430 16,143.00 76 ROCK SLOPE PROTECTION FABRIC M2 6.0000 2,760.00 481.620 2,889.72 PROGRAM CAS145 PAGE 4 DATE 06/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C4904 TIME 11:28 AM ESTIMATE NO. 12 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 06/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,038.500 31,155.00 S) 79 CONCRETE BARRIER DELINEATOR (400 MM) EA 50.0000 150.00 3.000 150.00 S) 80 DELINEATOR (CLASS 1) EA 25.0000 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 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 70.280 7,028.00 S) 85 TRANSITION RAILING (TYPE WB) EA 500.0000 1,000.00 4.000 2,000.00 S) 86 END CAP EA 500.0000 1,000.00 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 S) 91 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 4,840.00 5,237.900 5,237.90 S) 92 200 MM THERMOPLASTIC TRAFFIC STRIPE M 6.0000 600.00 99.000 594.00 S) 93 100 MM THERMOPLASTIC TRAFFIC STRIPE M 6.0000 900.00 146.600 879.60 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 S) (BROKEN 10.98 M - 3.66 M) 95 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 1,520.00 389.000 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 1.000 30,000.00 S) (COUNT) PROGRAM CAS145 PAGE 5 DATE 06/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C4904 TIME 11:28 AM ESTIMATE NO. 12 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 06/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 104,094.00 4,995,510.03 ADJUSTMENT OF COMPENSATION 347.69 -90,630.60 EXTRA WORK 580.59 252,196.78 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 105,022.28 5,157,076.21 98 MOBILIZATION LS 500,000.0000 500,000.00 1.000 500,000.00 ORIGINAL CONTRACT AMOUNT 5,540,859.00 TOTAL WORK COMPLETED 105,022.28 5,657,076.21 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -21,848.32 TOTAL 105,022.28 5,635,227.89 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 95% 100% PROGRESS IS SATISFACTORY PENDING CCO DAYS KRAFT, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 06/23/09