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 09/19/08 EST. NO.03 TIME 02:42 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 0012 147.34 E.W. @ F.A.(+) 082108 Y 0014.0 147.34 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 147.34 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 09/19/08 EST. NO.03 TIME 02:42 PM 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 -10,000.00 -20,000.00 TOTAL DEDUCTIONS -10,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 09/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C4904 TIME 02:42 PM ESTIMATE NO. 03 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 09/19/08 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 09/19/08 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 02 TIME-RELATED OVERHEAD WDAY 6,000.0000 960,000.00 21.000 126,000.00 54.000 324,000.00 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 0.130 650.00 0.340 1,700.00 07 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.375 1,875.00 0.750 3,750.00 S) PREVENTION PLAN 08 TEMPORARY FIBER ROLL M 10.0000 63,000.00 25.000 250.00 09 TEMPORARY SILT FENCE M 10.0000 33,600.00 52.000 520.00 231.000 2,310.00 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 500.0000 1,000.00 2.000 1,000.00 2.000 1,000.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 300.0000 2,700.00 2.000 600.00 2.000 600.00 12 TEMPORARY COVER M2 1.0000 7,610.00 437.500 437.50 13 STREET SWEEPING LS 5,000.0000 5,000.00 0.170 850.00 0.340 1,700.00 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 0.180 4,500.00 0.280 7,000.00 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 0.300 3,000.00 S) 21 TEMPORARY RAILING (TYPE K) M 40.0000 57,600.00 59.000 2,360.00 772.000 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 09/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C4904 TIME 02:42 PM ESTIMATE NO. 03 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 09/19/08 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 09/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 1.000 250.00 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 139,000.00 800.000 16,000.00 3,340.000 66,800.00 37 ROADWAY EXCAVATION M3 30.0000 348,000.00 255.400 7,662.00 8,005.400 240,162.00 (NATURALLY OCCURRING ASBESTOS) 38 ASBESTOS COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.050 250.00 0.770 3,850.00 39 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.050 250.00 0.770 3,850.00 40 DUST CONTROL PLAN LS 5,000.0000 5,000.00 0.050 250.00 0.520 2,600.00 41 STRUCTURE EXCAVATION (BRIDGE) M3 500.0000 86,500.00 43.250 21,625.00 43.250 21,625.00 F) 42 STRUCTURE BACKFILL (BRIDGE) M3 20.0000 1,420.00 0.000 0.00 F) 43 IMPORTED BORROW M3 12.0000 128,400.00 1,050.000 12,600.00 1,450.000 17,400.00 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 6,500.000 6,500.00 6,500.000 6,500.00 S) 47 EROSION CONTROL (TYPE BFM) M2 2.0000 10,600.00 3,000.000 6,000.00 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 1,500.000 82,500.00 1,500.000 82,500.00 PROGRAM CAS145 PAGE 3 DATE 09/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C4904 TIME 02:42 PM ESTIMATE NO. 03 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 09/19/08 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 09/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 99.590 229,057.00 99.590 229,057.00 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 0.000 0.00 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 0.810 648.00 0.810 648.00 62 JOINT SEAL (MR 50 MM) M 80.0000 2,560.00 2.000 160.00 2.000 160.00 S) 63 BAR REINFORCING STEEL (BRIDGE) KG 2.6000 386,074.00 20,390.000 53,014.00 20,390.000 53,014.00 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 94.000 24,440.00 103.890 27,011.40 70 1500 MM ALTERNATIVE PIPE CULVERT M 600.0000 25,200.00 0.000 0.00 71 900 MM BITUMINOUS COATED CORRUGATED M 1,000.0000 4,000.00 1.630 1,630.00 1.630 1,630.00 STEEL PIPE (2.01 MM THICK) 72 600 MM STEEL FLARED END SECTION EA 500.0000 2,500.00 1.000 500.00 2.000 1,000.00 73 750 MM STEEL FLARED END SECTION EA 500.0000 500.00 0.000 0.00 74 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 100.0000 9,200.00 0.000 0.00 75 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 100.0000 15,000.00 0.000 0.00 76 ROCK SLOPE PROTECTION FABRIC M2 6.0000 2,760.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 09/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C4904 TIME 02:42 PM ESTIMATE NO. 03 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 09/19/08 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 09/19/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,620.00 324.000 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 09/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C4904 TIME 02:42 PM ESTIMATE NO. 03 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 09/19/08 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 09/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 607,783.00 1,210,690.90 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 147.34 147.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 607,930.34 1,210,838.24 98 MOBILIZATION LS 500,000.0000 500,000.00 0.200 100,000.00 0.950 475,000.00 ORIGINAL CONTRACT AMOUNT 5,540,859.00 TOTAL WORK COMPLETED 707,930.34 1,685,838.24 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -20,000.00 TOTAL 697,930.34 1,665,838.24 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 54 0 0 0 29% 34% PROGRESS IS SATISFACTORY KRAFT, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 09/19/08