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 06/02/03 EST. NO.16 TIME 07:35 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 --------------------------------------------------------------------------- 001 0161 892.72 E.W. @ F.A.(+) 032403 N 250 0 0162 1,221.62 032603 N 252 0 0163 358.37 121702 N 219 0 0164 208.49 021803 N 271 0 0165 1,499.53 031203 N 272 0 0166 902.78 031303 N 273 0 0167 238.23 031703 N 274 0 0168 249.99 031803 N 275 0 0169 76.09 040902 N 280. 0 0170 4,214.91 031203 N 282 0 0171 2,381.36 032603 N 283 0 0172 540.42 040902 N 004-A0 003 0001 254.58 E.W. @ F.A.(+) 080702 N 281 0 005 0001-1 -1,480.74 E.W. @ F.A.(+) 040902 Y 11 0 DAO CORRECTING ENTRY 0001-2 1,485.74 040902 Y 11 0 DAO CORRECTING ENTRY 0003-1 -2,140.37 041202 Y 13 0 DAO CORRECTING ENTRY 0003-2 2,144.03 041202 Y 13 0 DAO CORRECTING ENTRY 006 0009 445.68 E.W. @ F.A.(+) 090402 N 111 0 011 0001 552.93 A.C. @ F.A.(+) 080102 N 121.00 013 0007 158.47 E.W. @ F.A.(+) 082302 N 88-A 0 014 0002 287.50 E.W. @ F.A.(+) 020603 N 253. 0 015 0002 1,221.62 E.W. @ F.A.(+) 022403 N 270 0 019 0172 1,771.23 E.W. @ L.S.(+) 053003 N 0001 0 17,485.18 TOTAL THIS ESTIMATE 136,083.39 TOTAL PREVIOUS ESTIMATE 153,568.57 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 06/02/03 EST. NO.16 TIME 07:35 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 10,000.00 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 10,000.00 0.00 TOTAL DEDUCTIONS 20,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 06/02/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-319304 TIME 07:35 AM ESTIMATE NO. 16 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 06/02/03 LOCATION SEMI-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 ------------------------------------------------------------------------------------------------------------------------------------ 001 CONSTRUCTION AREA SIGNS LS 7,000.0000 7,000.00 1.000 7,000.00 (S) 002 TRAFFIC CONTROL SYSTEM LS 130,000.0000 130,000.00 1.000 130,000.00 (S) 003 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 10,400.00 3,129.000 15,645.00 (S) 004 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 6,400.00 144.000 5,760.00 (S) 005 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 1.000 20,000.00 (S) 006 TEMPORARY RAILING (TYPE K) M 65.0000 133,250.00 2,079.760 135,184.40 (S) 007 TEMPORARY CRASH CUSHION MODULE EA 250.0000 42,500.00 247.000 61,750.00 (S) 008 REMOVE CHAIN LINK FENCE M 90.0000 1,980.00 22.000 1,980.00 009 REMOVE METAL BEAM GUARD RAILING M 56.0000 8,400.00 168.700 9,447.20 (S) 010 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 5.2500 4,725.00 1,356.300 7,120.58 011 REMOVE ASPHALT CONCRETE DIKE M 3.2500 3,022.50 1,015.925 3,301.76 012 REMOVE ASPHALT CONCRETE SURFACING M2 40.0000 12,800.00 764.275 30,571.00 013 RECONSTRUCT METAL BEAM GUARD RAILING M 78.0000 17,160.00 224.790 17,533.62 (WOOD POST) 014 MODIFY CRASH CUSHION EA 4,900.0000 4,900.00 2.000 9,800.00 015 RELOCATE ROADSIDE SIGN-ONE POST EA 200.0000 3,800.00 19.000 3,800.00 016 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.1000 17,422.00 8,507.805 26,374.20 (S) 017 REMOVE CONCRETE M3 272.0000 8,704.00 32.000 8,704.00 (BOX CULVERT AND HEADWALL) 018 REMOVE CONCRETE CURB M 7.0000 1,400.00 207.230 1,450.61 019 REMOVE CONCRETE SIDEWALK M3 200.0000 2,200.00 12.544 2,508.80 020 REMOVE CRASH CUSHION EA 750.0000 1,500.00 2.000 1,500.00 021 BRIDGE REMOVAL (PORTION), LOCATION A LS 18,000.0000 18,000.00 1.000 18,000.00 022 BRIDGE REMOVAL (PORTION), LOCATION B LS 20,000.0000 20,000.00 1.000 20,000.00 PROGRAM CAS145 PAGE 2 DATE 06/02/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-319304 TIME 07:35 AM ESTIMATE NO. 16 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 06/02/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 BRIDGE REMOVAL (PORTION), LOCATION C LS 20,000.0000 20,000.00 1.000 20,000.00 024 BRIDGE REMOVAL (PORTION), LOCATION D LS 20,000.0000 20,000.00 1.000 20,000.00 025 BRIDGE REMOVAL (PORTION), LOCATION E LS 15,000.0000 15,000.00 0.500 7,500.00 1.000 15,000.00 026 CLEARING AND GRUBBING LS 2,000.0000 2,000.00 1.000 2,000.00 027 ROADWAY EXCAVATION M3 140.0000 57,400.00 417.565 58,459.10 028 LEAD COMPLIANCE PLAN LS 1.0000 1.00 1.000 1.00 029 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 57,000.00 570.000 57,000.00 (F) 030 STRUCTURE BACKFILL (BRIDGE) M3 70.0000 27,300.00 390.000 27,300.00 (F) 031 EROSION CONTROL (BLANKET) M2 4.0000 3,600.00 1,106.320 4,425.28 (S) 032 PURE LIVE SEED (EROSION CONTROL) KG 90.0000 630.00 5.850 526.50 (S) 033 MYCORRHIZAL INOCULUM KG 29.0000 290.00 10.000 290.00 (S) 034 CLASS 2 AGGREGATE BASE M3 97.0000 28,130.00 299.754 29,076.14 035 ASPHALT CONCRETE (TYPE A) TONN 75.0000 92,250.00 2,000.972 150,072.90 036 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 920.00 189.640 1,896.40 037 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.0000 8,100.00 617.040 6,170.40 038 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 630.00 92.410 924.10 039 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 11.00 5.838 5.84 040 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 150.0000 72,300.00 482.000 72,300.00 (S) PILING 041 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 550.0000 63,250.00 5.000 2,750.00 120.000 66,000.00 (F) 042 STRUCTURAL CONCRETE, BRIDGE M3 750.0000 270,000.00 360.000 270,000.00 (F) 043 CLASS 1 CONCRETE M3 1,050.0000 51,450.00 55.000 57,750.00 (BOX CULVERT AND HEADWALL) 044 DRILL AND BOND DOWEL M 50.0000 13,500.00 15.000 750.00 285.000 14,250.00 045 FURNISH PRECAST PRESTRESSED CONCRETE EA 3,750.0000 15,000.00 4.000 15,000.00 (S) GIRDER (10 M - 15 M) 046 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,500.0000 44,000.00 8.000 44,000.00 (S) GIRDER (15 M - 20 M) 047 ERECT PRECAST PRESTRESSED CONCRETE EA 2,800.0000 33,600.00 12.000 33,600.00 (S) GIRDER 048 REFINISH BRIDGE DECK M2 120.0000 52,800.00 32.200 3,864.00 049 JOINT SEAL (TYPE A - MR 30 MM) M 387.0000 4,644.00 12.000 4,644.00 (S) PROGRAM CAS145 PAGE 3 DATE 06/02/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-319304 TIME 07:35 AM ESTIMATE NO. 16 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 06/02/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 72,750.00 120.000 180.00 48,620.000 72,930.00 (SF) 051 BAR REINFORCING STEEL KG 1.5000 6,382.50 4,255.000 6,382.50 (SF)(BOX CULVERT AND HEADWALL) 052 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 155.0000 2,325.00 18.280 2,833.40 (1.63 MM THICK) 053 300 MM ENTRANCE TAPER EA 200.0000 400.00 2.000 400.00 054 300 MM STEEL FLARED END SECTION EA 100.0000 200.00 2.000 200.00 055 ROCK SLOPE PROTECTION M3 585.0000 2,340.00 3.200 1,872.00 (BACKING NO. 2, METHOD B) 056 ROCK SLOPE PROTECTION FABRIC M2 2.0000 26.00 10.960 21.92 057 MINOR CONCRETE (MISCELLANEOUS M3 350.0000 14,700.00 40.650 14,227.50 CONSTRUCTION) 058 CHAIN LINK FENCE (TYPE CL-1.2) M 60.0000 2,280.00 31.170 1,870.20 (S) 059 CHAIN LINK FENCE (TYPE CL-1.8) M 160.0000 1,760.00 10.362 1,657.92 (S) 060 DELINEATOR (CLASS 1) EA 30.0000 720.00 23.000 690.00 061 METAL BEAM GUARD RAILING (WOOD POST) M 71.0000 19,880.00 299.370 21,255.27 (S) 062 CHAIN LINK RAILING (TYPE 7) M 92.5000 51,892.50 557.200 51,541.00 (SF) 063 CONCRETE BARRIER (TYPE 25) M 150.0000 20,100.00 134.000 20,100.00 (F) 064 CONCRETE BARRIER (TYPE 25R) M 290.0000 90,770.00 147.000 42,630.00 (F) 065 CONCRETE BARRIER (TYPE 26) M 250.0000 33,500.00 134.000 33,500.00 (F) 066 CONCRETE BARRIER (TYPE 26 R) M 400.0000 58,800.00 147.000 58,800.00 (F) 067 TERMINAL SECTION (TYPE B) EA 75.0000 600.00 0.000 0.00 (S) 068 TERMINAL SECTION (TYPE C) EA 100.0000 200.00 0.000 0.00 (S) 069 END SECTION EA 75.0000 450.00 11.000 825.00 (S) 070 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 18,000.00 8.000 24,000.00 (S) 071 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 7,500.00 4.000 10,000.00 (S) 072 TERMINAL SYSTEM (TYPE CAT) EA 5,200.0000 10,400.00 0.000 0.00 (S) 073 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 1,800.00 1.000 600.00 5.000 3,000.00 (S) 074 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 600.0000 600.00 2.000 1,200.00 (S) 075 CRASH CUSHION SAND FILLED ARRAY B14 EA 5,000.0000 10,000.00 2.000 10,000.00 (S) 076 THERMOPLASTIC PAVEMENT MARKING M2 54.0000 2,160.00 82.910 4,477.14 (S) PROGRAM CAS145 PAGE 4 DATE 06/02/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-319304 TIME 07:35 AM ESTIMATE NO. 16 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 06/02/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 THERMOPLASTIC TRAFFIC STRIPE M 1.9000 6,061.00 2,771.400 5,265.66 (S) (SPRAYABLE) 078 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 560.00 178.000 1,424.00 (S) 079 MODIFY HIGHWAY ADVISORY RADIO LS 900.0000 900.00 1.000 900.00 (S) 080 MODIFY LIGHTING LS 20,000.0000 20,000.00 1.000 20,000.00 (S) PROGRAM CAS145 PAGE 5 DATE 06/02/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-319304 TIME 07:35 AM ESTIMATE NO. 16 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 06/02/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 11,780.00 1,923,990.34 ADJUSTMENT OF COMPENSATION 552.93 7,236.82 EXTRA WORK 16,932.25 146,331.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 29,265.18 2,077,558.91 081 MOBILIZATION LS 208,000.0000 208,000.00 1.000 208,000.00 ORIGINAL CONTRACT AMOUNT 2,095,426.50 TOTAL WORK COMPLETED 29,265.18 2,285,558.91 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 20,000.00 0.00 TOTAL 49,265.18 2,285,558.91 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 06/02/03