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 11/25/03 EST. NO.20 TIME 10:23 AM R.E. NAME: MICHAEL J. WEBER 06-319304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 11/25/03 EST. NO.20 TIME 10:23 AM R.E. NAME: MICHAEL J. WEBER 06-319304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CCO #18 -10,000.00 15 CCO #18 10,000.00 16 0.00 0.00 LABOR COMPLIANCE VIOLATION MISS PYRL -10,000.00 03 MISS PYRL #3 RECD 10,000.00 04 MISS PYRL -9,688.60 06 MISS PYRLL #6 RECD 9,688.60 07 MISS PYRL -10,000.00 08 MISS PYRL #8 RECD 10,000.00 09 MISS PYRL -5,361.80 13 MISS PYRL -4,549.50 14 MISS PYRL RECD 9,911.30 15 0.00 0.00 OTHER OUTSTANDING DOCUMENTS MISS HC43, PR47 -10,000.00 14 MISS HC43, PR47 RECD 10,000.00 16 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-319304 TIME 10:23 AM ESTIMATE NO. 20 BID OPENING 01/23/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/27/03 R.E. NAME: MICHAEL J. WEBER DATE OF THIS ESTIMATE 11/25/03 LOCATION FINAL ESTIMATE 06-TUL-99-26.1/48.7 -------------- SHASTA CONTRUCTORS INC IN TULARE COUNTY NEAR TULARE AND PO BOX 491539 TRAVER AT VARIOUS LOCATIONS REDDING CA 96049-1539 FED. AID NO. ACNH-P099(431)E ,ACBH-P099(431)E ,NH-P099(431)E BRIDGE RAIL REPLACEMENT AND UPGRADE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 CONSTRUCTION AREA SIGNS LS 7,000.0000 7,000.00 1.000 7,000.00 S) 02 TRAFFIC CONTROL SYSTEM LS 130,000.0000 130,000.00 1.000 130,000.00 S) 03 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 10,400.00 3,597.000 17,985.00 S) 04 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 6,400.00 144.000 5,760.00 S) 05 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 1.000 20,000.00 S) 06 TEMPORARY RAILING (TYPE K) M 65.0000 133,250.00 2,079.760 135,184.40 S) 07 TEMPORARY CRASH CUSHION MODULE EA 250.0000 42,500.00 247.000 61,750.00 S) 08 REMOVE CHAIN LINK FENCE M 90.0000 1,980.00 22.000 1,980.00 09 REMOVE METAL BEAM GUARD RAILING M 56.0000 8,400.00 168.700 9,447.20 S) 10 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 5.2500 4,725.00 1,356.300 7,120.58 11 REMOVE ASPHALT CONCRETE DIKE M 3.2500 3,022.50 1,015.925 3,301.76 12 REMOVE ASPHALT CONCRETE SURFACING M2 40.0000 12,800.00 764.275 30,571.00 13 RECONSTRUCT METAL BEAM GUARD RAILING M 78.0000 17,160.00 224.790 17,533.62 (WOOD POST) 14 MODIFY CRASH CUSHION EA 4,900.0000 4,900.00 2.000 9,800.00 15 RELOCATE ROADSIDE SIGN-ONE POST EA 200.0000 3,800.00 19.000 3,800.00 16 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.1000 17,422.00 8,507.805 26,374.20 S) 17 REMOVE CONCRETE M3 272.0000 8,704.00 32.000 8,704.00 (BOX CULVERT AND HEADWALL) 18 REMOVE CONCRETE CURB M 7.0000 1,400.00 207.230 1,450.61 19 REMOVE CONCRETE SIDEWALK M3 200.0000 2,200.00 12.544 2,508.80 20 REMOVE CRASH CUSHION EA 750.0000 1,500.00 2.000 1,500.00 21 BRIDGE REMOVAL (PORTION), LOCATION A LS 18,000.0000 18,000.00 1.000 18,000.00 22 BRIDGE REMOVAL (PORTION), LOCATION B LS 20,000.0000 20,000.00 1.000 20,000.00 PROGRAM CAS145 PAGE 2 DATE 11/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-319304 TIME 10:23 AM ESTIMATE NO. 20 BID OPENING 01/23/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/27/03 R.E. NAME: MICHAEL J. WEBER DATE OF THIS ESTIMATE 11/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 BRIDGE REMOVAL (PORTION), LOCATION C LS 20,000.0000 20,000.00 1.000 20,000.00 24 BRIDGE REMOVAL (PORTION), LOCATION D LS 20,000.0000 20,000.00 1.000 20,000.00 25 BRIDGE REMOVAL (PORTION), LOCATION E LS 15,000.0000 15,000.00 1.000 15,000.00 26 CLEARING AND GRUBBING LS 2,000.0000 2,000.00 1.000 2,000.00 27 ROADWAY EXCAVATION M3 140.0000 57,400.00 417.565 58,459.10 28 LEAD COMPLIANCE PLAN LS 1.0000 1.00 1.000 1.00 29 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 57,000.00 570.000 57,000.00 F) 30 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 27,300.00 390.000 27,300.00 F) 31 EROSION CONTROL (BLANKET) M2 4.0000 3,600.00 1,106.320 4,425.28 S) 32 PURE LIVE SEED (EROSION CONTROL) KG 90.0000 630.00 5.850 526.50 S) 33 MYCORRHIZAL INOCULUM KG 29.0000 290.00 10.000 290.00 S) 34 CLASS 2 AGGREGATE BASE M3 97.0000 28,130.00 299.754 29,076.14 35 ASPHALT CONCRETE (TYPE A) TONN 75.0000 92,250.00 2,000.972 150,072.90 36 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 920.00 189.640 1,896.40 37 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 8,100.00 617.040 6,170.40 38 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 630.00 92.410 924.10 39 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 11.00 5.838 5.84 40 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 150.0000 72,300.00 482.000 72,300.00 S) PILING 41 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 550.0000 63,250.00 120.000 66,000.00 F) 42 STRUCTURAL CONCRETE, BRIDGE M3 750.0000 270,000.00 360.000 270,000.00 F) 43 CLASS 1 CONCRETE M3 1,050.0000 51,450.00 55.000 57,750.00 (BOX CULVERT AND HEADWALL) 44 DRILL AND BOND DOWEL M 50.0000 13,500.00 285.000 14,250.00 45 FURNISH PRECAST PRESTRESSED CONCRETE EA 3,750.0000 15,000.00 4.000 15,000.00 S) GIRDER (10 M - 15 M) 46 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,500.0000 44,000.00 8.000 44,000.00 S) GIRDER (15 M - 20 M) 47 ERECT PRECAST PRESTRESSED CONCRETE EA 2,800.0000 33,600.00 12.000 33,600.00 S) GIRDER 48 REFINISH BRIDGE DECK M2 120.0000 52,800.00 88.420 10,610.40 49 JOINT SEAL (TYPE A - MR 30 MM) M 387.0000 4,644.00 12.000 4,644.00 S) PROGRAM CAS145 PAGE 3 DATE 11/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-319304 TIME 10:23 AM ESTIMATE NO. 20 BID OPENING 01/23/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/27/03 R.E. NAME: MICHAEL J. WEBER DATE OF THIS ESTIMATE 11/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 72,750.00 48,620.000 72,930.00 SF) 51 BAR REINFORCING STEEL KG 1.5000 6,382.50 4,255.000 6,382.50 SF)(BOX CULVERT AND HEADWALL) 52 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 155.0000 2,325.00 18.280 2,833.40 (1.63 MM THICK) 53 300 MM ENTRANCE TAPER EA 200.0000 400.00 2.000 400.00 54 300 MM STEEL FLARED END SECTION EA 100.0000 200.00 2.000 200.00 55 ROCK SLOPE PROTECTION M3 585.0000 2,340.00 3.200 1,872.00 (BACKING NO. 2, METHOD B) 56 ROCK SLOPE PROTECTION FABRIC M2 2.0000 26.00 10.960 21.92 57 MINOR CONCRETE (MISCELLANEOUS M3 350.0000 14,700.00 40.650 14,227.50 CONSTRUCTION) 58 CHAIN LINK FENCE (TYPE CL-1.2) M 60.0000 2,280.00 31.170 1,870.20 S) 59 CHAIN LINK FENCE (TYPE CL-1.8) M 160.0000 1,760.00 10.362 1,657.92 S) 60 DELINEATOR (CLASS 1) EA 30.0000 720.00 23.000 690.00 61 METAL BEAM GUARD RAILING (WOOD POST) M 71.0000 19,880.00 299.370 21,255.27 S) 62 CHAIN LINK RAILING (TYPE 7) M 92.5000 51,892.50 557.200 51,541.00 SF) 63 CONCRETE BARRIER (TYPE 25) M 150.0000 20,100.00 134.000 20,100.00 F) 64 CONCRETE BARRIER (TYPE 25R) M 290.0000 90,770.00 147.000 42,630.00 F) 65 CONCRETE BARRIER (TYPE 26) M 250.0000 33,500.00 134.000 33,500.00 F) 66 CONCRETE BARRIER (TYPE 26 R) M 400.0000 58,800.00 147.000 58,800.00 F) 67 TERMINAL SECTION (TYPE B) EA 75.0000 600.00 0.000 0.00 S) 68 TERMINAL SECTION (TYPE C) EA 100.0000 200.00 0.000 0.00 S) 69 END SECTION EA 75.0000 450.00 11.000 825.00 S) 70 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 18,000.00 8.000 24,000.00 S) 71 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 7,500.00 4.000 10,000.00 S) 72 TERMINAL SYSTEM (TYPE CAT) EA 5,200.0000 10,400.00 0.000 0.00 S) 73 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 1,800.00 5.000 3,000.00 S) 74 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 600.0000 600.00 2.000 1,200.00 S) 75 CRASH CUSHION SAND FILLED ARRAY B14 EA 5,000.0000 10,000.00 2.000 10,000.00 S) 76 THERMOPLASTIC PAVEMENT MARKING M2 54.0000 2,160.00 82.910 4,477.14 S) PROGRAM CAS145 PAGE 4 DATE 11/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-319304 TIME 10:23 AM ESTIMATE NO. 20 BID OPENING 01/23/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/27/03 R.E. NAME: MICHAEL J. WEBER DATE OF THIS ESTIMATE 11/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 THERMOPLASTIC TRAFFIC STRIPE M 1.9000 6,061.00 2,771.400 5,265.66 S) (SPRAYABLE) 78 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 560.00 178.000 1,424.00 S) 79 MODIFY HIGHWAY ADVISORY RADIO LS 900.0000 900.00 1.000 900.00 S) 80 MODIFY LIGHTING LS 20,000.0000 20,000.00 1.000 20,000.00 S) PROGRAM CAS145 PAGE 5 DATE 11/25/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-319304 TIME 10:23 AM ESTIMATE NO. 20 BID OPENING 01/23/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/27/03 R.E. NAME: MICHAEL J. WEBER DATE OF THIS ESTIMATE 11/25/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 1,933,076.74 ADJUSTMENT OF COMPENSATION 0.00 30,832.31 EXTRA WORK 0.00 151,556.27 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 2,115,465.32 81 MOBILIZATION LS 208,000.0000 208,000.00 1.000 208,000.00 ORIGINAL CONTRACT AMOUNT 2,095,426.50 TOTAL WORK COMPLETED 0.00 2,323,465.32 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 0.00 2,323,465.32 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 03/04/02 125 03/19/02 03/19/02 03/27/03 169 85 37 11 100% 100% MICHAEL J. WEBER RESIDENT ENGINEER PROGRAM CAS145 DATE 11/25/03