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 07/25/07 EST. NO.04 TIME 02:15 PM R.E. NAME: DARNALL, MARK 02-378004 --------------------------------------------------------------------------- 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 0001 461.58 E.W. @ F.A.(+) 031207 N 0001.0 0002 461.58 031307 N 0002.0 0003 457.48 040207 N 0003.0 0004 743.58 040307 N 0004.0 0005 800.94 040407 N 0005.0 0006 743.58 040507 N 0006.0 0007 686.22 040607 N 0007.0 0008 514.67 040907 N 0008.0 0009 858.27 041007 N 0009.0 0010 686.22 041107 N 0010.0 0011 686.22 041207 N 0011.0 0012 800.94 041607 N 0012.0 0013 991.44 041707 N 0013.0 0014 991.44 041807 N 0014.0 0015 991.44 041907 N 0015.0 0016 991.44 042007 N 0016.0 0017 991.44 042307 N 0018.0 0018 991.44 042407 N 0019.0 0019 991.44 042507 N 0020.0 0020 991.44 042607 N 0021.0 0021 914.96 042707 N 0022.0 0022 914.96 043007 N 0023.0 0023 228.75 050107 N 0024.0 0024 457.48 050707 N 0025.0 0025 1,029.66 050807 N 0026.0 0026 858.27 050907 N 0027.0 0027 972.98 051007 N 0028.0 0028 800.94 051107 N 0029.0 0029 533.96 051407 N 0030.0 0030 686.22 051507 N 0031.0 0031 800.94 051607 N 0032.0 0032 743.58 051707 N 0033.0 0033 457.48 051807 N 0034.0 0034 915.63 052107 N 0035.0 0035 686.22 052207 N 0036.0 0036 84.61 052307 N 0045.0 0037 686.22 052307 N 0037.0 0038 457.48 052407 N 0038.0 0039 457.48 060107 N 0048.0 005 0001 889.54 E.W. @ F.A.(+) 040907 N 0039.1 0002 955.50 041007 N 0040.1 0003 220.50 050707 N 0041.1 0004 321.22 050807 N 0042.1 0005 563.34 060707 N 0047.0 31,470.72 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 31,470.72 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 07/25/07 EST. NO.04 TIME 02:15 PM R.E. NAME: DARNALL, MARK 02-378004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378004 TIME 02:15 PM ESTIMATE NO. 04 BID OPENING 11/07/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 07/25/07 LOCATION PROGRESS ESTIMATE 02-TRI-3-43.9/53.7 ----------------- MERCER FRASER COMPANY IN TRINITY COUNTY AT STUART FORK P O BOX 1006 BRIDGE AND AT THE EAST FORK STUART EUREKA CA 955021006 FORK BRIDGE FED. AID NO. ACST-P003(29)E ,P-P003(29)E REPLACE BRIDGE AND UPGRADE RAIL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 10.0000 1,150.00 39.800 398.00 02 PREPARE WATER POLLUTION CONTROL LS 5,000.0000 5,000.00 0.500 2,500.00 PROGRAM 03 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 0.400 12,000.00 0.900 27,000.00 04 TEMPORARY FIBER ROLL M 10.0000 1,500.00 0.000 0.00 05 TEMPORARY SILT FENCE M 6.0000 2,610.00 0.000 0.00 06 TEMPORARY GRAVEL BAG BERM M 15.0000 1,155.00 0.000 0.00 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 3,000.00 1.000 1,500.00 08 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.112 2,240.00 0.786 15,720.00 S) 09 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.080 6,000.00 0.430 32,250.00 S) 10 TYPE III BARRICADE EA 100.0000 200.00 2.000 200.00 S) 11 PORTABLE DELINEATOR EA 50.0000 1,950.00 20.000 1,000.00 S) 12 TEMPORARY END SECTION EA 250.0000 250.00 0.000 0.00 S) 13 TEMPORARY SIGNAL SYSTEM LS 250,000.0000 250,000.00 0.022 5,500.00 0.786 196,500.00 S) 14 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.092 4,600.00 0.786 39,300.00 15 TEMPORARY FLASHING BEACON LS 50,000.0000 50,000.00 0.092 4,600.00 0.786 39,300.00 S) 16 TEMPORARY RAILING (TYPE K) M 70.0000 37,100.00 210.000 14,700.00 496.510 34,755.70 S) 17 TEMPORARY CRASH CUSHION MODULE EA 2,500.0000 5,000.00 0.000 0.00 S) 18 TEMPORARY CRASH CUSHION (ADIEM) EA 7,000.0000 14,000.00 2.000 14,000.00 S) 19 ABANDON CULVERT EA 800.0000 800.00 0.000 0.00 20 REMOVE METAL BEAM GUARD RAILING M 15.0000 3,150.00 38.100 571.50 21 REMOVE CULVERT M 65.0000 2,535.00 0.000 0.00 22 REMOVE INLET EA 300.0000 300.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378004 TIME 02:15 PM ESTIMATE NO. 04 BID OPENING 11/07/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ASPHALT CONCRETE SURFACING M2 25.0000 15,500.00 623.100 15,577.50 24 RESET OBJECT MARKER EA 60.0000 240.00 0.000 0.00 25 RESET ROADSIDE SIGN EA 200.0000 2,000.00 0.000 0.00 26 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 15.0000 13,050.00 0.000 0.00 S) 27 PREPARE CONCRETE BRIDGE DECK SURFACE M2 8.0000 9,360.00 0.000 0.00 28 BRIDGE REMOVAL, LOCATION A LS 100,000.0000 100,000.00 0.250 25,000.00 0.580 58,000.00 29 BRIDGE REMOVAL (PORTION), LOCATION A LS 175,000.0000 175,000.00 0.400 70,000.00 0.900 157,500.00 30 CLEARING AND GRUBBING HA 20,000.0000 10,000.00 1.000 20,000.00 31 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.700 7,000.00 32 ROADWAY EXCAVATION M3 20.0000 84,400.00 4,000.000 80,000.00 33 STRUCTURE EXCAVATION (BRIDGE) M3 200.0000 65,200.00 120.000 24,000.00 F) 34 STRUCTURE BACKFILL (BRIDGE) M3 350.0000 60,900.00 67.320 23,562.00 77.320 27,062.00 F) 35 SAND BACKFILL M3 600.0000 2,400.00 0.000 0.00 36 IMPORTED BORROW M3 30.0000 29,100.00 500.000 15,000.00 37 STRAW (EROSION CONTROL) TONN 650.0000 975.00 0.000 0.00 S) 38 FIBER KG 5.0000 145.00 0.000 0.00 S) 39 FIBER (EROSION CONTROL) KG 5.0000 695.00 0.000 0.00 S) 40 COMPOST (EROSION CONTROL) M3 800.0000 1,200.00 0.000 0.00 S) 41 PURE LIVE SEED (EROSION CONTROL TYPE 1) KG 142.0000 3,692.00 0.000 0.00 42 PURE LIVE SEED (EROSION CONTROL TYPE 2) KG 200.0000 1,200.00 0.000 0.00 43 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 3.0000 207.00 0.000 0.00 S) 44 STABILIZING EMULSION (EROSION CONTROL) KG 6.0000 258.00 0.000 0.00 S) 45 STABILIZING EMULSION (GYPSUM MATTE) KG 5.0000 600.00 0.000 0.00 S) 46 CLASS 2 AGGREGATE BASE M3 175.0000 31,500.00 0.000 0.00 47 ASPHALT CONCRETE (TYPE A, 12.5-MM TONN 200.0000 96,000.00 0.000 0.00 MAXIMUM GRADING) 48 PAVEMENT REINFORCING FABRIC M2 15.0000 4,800.00 0.000 0.00 49 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 325.00 0.000 0.00 AREA) PROGRAM CAS145 PAGE 3 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378004 TIME 02:15 PM ESTIMATE NO. 04 BID OPENING 11/07/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 58.0000 348.00 0.000 0.00 51 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 58.0000 3,190.00 0.000 0.00 52 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 58.0000 1,276.00 0.000 0.00 53 FURNISH STEEL PILING (HP 360 X 174) M 150.0000 71,100.00 93.878 14,081.70 54 DRIVE STEEL PILE (HP 360 X 174) EA 5,800.0000 162,400.00 12.000 69,600.00 S) 55 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 1,500.0000 96,000.00 13.160 19,740.00 28.160 42,240.00 F) 56 STRUCTURAL CONCRETE, BRIDGE M3 2,100.0000 630,000.00 44.000 92,400.00 94.000 197,400.00 F) 57 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 1,500.00 0.000 0.00 F) 58 MINOR CONCRETE (BACKFILL) M3 600.0000 1,200.00 0.000 0.00 59 DRILL AND BOND ROD M 450.0000 10,800.00 0.000 0.00 60 DRILL AND BOND DOWEL M 40.0000 6,680.00 72.750 2,910.00 61 CLEAN EXPANSION JOINT M 150.0000 4,350.00 0.000 0.00 62 FURNISH PRECAST PRESTRESSED CONCRETE EA 20,000.0000 140,000.00 0.000 0.00 GIRDER (20 M - 25 M) 63 ERECT PRECAST PRESTRESSED CONCRETE EA 6,000.0000 42,000.00 0.000 0.00 S) GIRDER 64 FURNISH POLYESTER CONCRETE OVERLAY M3 3,800.0000 87,400.00 0.000 0.00 65 PLACE POLYESTER CONCRETE OVERLAY M2 45.0000 52,650.00 0.000 0.00 F) 66 JOINT SEAL (MR 15 MM) M 200.0000 5,400.00 0.000 0.00 S) 67 JOINT SEAL (MR 50 MM) M 300.0000 8,700.00 0.000 0.00 S) 68 BAR REINFORCING STEEL (BRIDGE) KG 3.0000 80,586.00 9,000.000 27,000.00 SF) 69 BAR REINFORCING STEEL (EPOXY COATED) KG 4.0000 42,520.00 0.000 0.00 SF) 70 FURNISH STRUCTURAL STEEL (BRIDGE) KG 6.0000 54,696.00 0.000 0.00 F) 71 ERECT STRUCTURAL STEEL (BRIDGE) KG 6.0000 54,696.00 0.000 0.00 SF) 72 PAINT STRUCTURAL STEEL (EXISTING BRIDGE) LS 270,000.0000 270,000.00 0.100 27,000.00 0.100 27,000.00 S) 73 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 400.0000 11,200.00 19.000 7,600.00 19.000 7,600.00 S) 74 600 MM REINFORCED CONCRETE PIPE M 400.0000 13,600.00 0.000 0.00 75 600 MM CONCRETE FLARED END SECTION EA 1,000.0000 3,000.00 0.000 0.00 76 ROCK SLOPE PROTECTION (1T, METHOD A) M3 120.0000 18,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378004 TIME 02:15 PM ESTIMATE NO. 04 BID OPENING 11/07/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 275.0000 3,575.00 0.000 0.00 78 ROCK SLOPE PROTECTION M3 350.0000 1,750.00 0.000 0.00 (BACKING NO. 1, METHOD B) 79 ROCK SLOPE PROTECTION FABRIC M2 4.0000 280.00 0.000 0.00 80 MISCELLANEOUS IRON AND STEEL KG 4.0000 476.00 0.000 0.00 SF) 81 BRIDGE DECK DRAINAGE SYSTEM KG 40.0000 31,600.00 250.000 10,000.00 SF) 82 MILEPOST MARKER EA 60.0000 60.00 0.000 0.00 83 MARKER (CULVERT) EA 50.0000 200.00 0.000 0.00 84 OBJECT MARKER (TYPE L-1) EA 40.0000 320.00 0.000 0.00 85 METAL BEAM GUARD RAILING (WOOD POST) M 160.0000 8,640.00 0.000 0.00 S) 86 TRANSITION RAILING (TYPE WB) EA 4,500.0000 31,500.00 0.000 0.00 S) 87 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 3,300.00 0.000 0.00 S) 88 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 12,000.00 0.000 0.00 S) 89 CALIFORNIA ST-10 BRIDGE RAIL M 800.0000 196,000.00 0.000 0.00 F) 90 CALIFORNIA ST-20S BRIDGE RAIL M 1,400.0000 102,200.00 0.000 0.00 F) 91 THERMOPLASTIC PAVEMENT MARKING M2 200.0000 1,600.00 0.000 0.00 S) 92 THERMOPLASTIC TRAFFIC STRIPE M 10.0000 13,800.00 0.000 0.00 S) (SPRAYABLE) 93 PAVEMENT MARKER EA 25.0000 1,700.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 5 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-378004 TIME 02:15 PM ESTIMATE NO. 04 BID OPENING 11/07/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: DARNALL, MARK DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 314,942.00 1,206,966.40 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 31,470.72 31,470.72 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 346,412.72 1,238,437.12 94 MOBILIZATION LS 300,000.0000 300,000.00 0.950 285,000.00 ORIGINAL CONTRACT AMOUNT 3,855,740.00 TOTAL WORK COMPLETED 346,412.72 1,523,437.12 MATERIALS ON HAND ON SITE 119,761.63 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 346,412.72 1,643,198.75 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 12/11/06 180 04/02/07 12/26/06 12/19/08 77 66 0 0 38% 43% PROGRESS IS SATISFACTORY DARNALL, MARK RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/07