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 08/26/04 EST. NO.09 TIME 04:19 PM R.E. NAME: YANG, CHAD 08-483764 --------------------------------------------------------------------------- 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 0001-1 -585.75 E.W. @ F.A.(+) 021604 N 1 0 DAO CORRECTING ENTRY 0002-1 -691.32 021704 N 2 0 DAO CORRECTING ENTRY 0003-1 -317.33 021804 N 3 0 DAO CORRECTING ENTRY 0004-1 -582.48 022004 N 4 0 DAO CORRECTING ENTRY 0005-1 -897.00 030304 N 5 0 DAO CORRECTING ENTRY 0007-1 -1,292.47 021904 N 7 0 DAO CORRECTING ENTRY 0008-1 -1,146.73 011604 N 8 0 DAO CORRECTING ENTRY 0009 670.39 021904 N 9 0 0009-1 -670.39 021904 N 9 0 DAO CORRECTING ENTRY 0010 755.14 022004 N 10 0 0010-1 -755.14 022004 N 10 0 DAO CORRECTING ENTRY 0011-1 -806.55 032504 N 14 0 DAO CORRECTING ENTRY 0012-1 -679.34 032304 N 15 0 DAO CORRECTING ENTRY 0013-1 -664.41 032404 N 16 0 DAO CORRECTING ENTRY 0014-1 -1,245.46 032604 N 17 0 DAO CORRECTING ENTRY 0015-1 -1,352.53 032904 N 18 0 DAO CORRECTING ENTRY 0016-1 -510.59 033004 N 19 0 DAO CORRECTING ENTRY 0017-1 -461.50 033104 N 20 0 DAO CORRECTING ENTRY 0018-1 -102.94 040104 N 21 0 DAO CORRECTING ENTRY 0019-1 -161.45 041404 N 25 0 DAO CORRECTING ENTRY 0020-1 -154.41 041604 N 26 0 DAO CORRECTING ENTRY 0023-1 -205.88 050704 N 29 0 DAO CORRECTING ENTRY 0024-1 -467.55 061104 N 40 0 DAO CORRECTING ENTRY 0025-1 -436.46 062304 N 41 0 DAO CORRECTING ENTRY 0026-1 -199.01 062304 N 42 0 DAO CORRECTING ENTRY 0027-1 -73.86 062904 N 43 0 DAO CORRECTING ENTRY 0028-1 -371.58 071504 N 44 0 DAO CORRECTING ENTRY -13,406.60 TOTAL THIS ESTIMATE 53,496.65 TOTAL PREVIOUS ESTIMATE 40,090.05 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 08/26/04 EST. NO.09 TIME 04:19 PM R.E. NAME: YANG, CHAD 08-483764 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 05 MISSING DOCUMENTS 10,000.00 07 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-483764 TIME 04:19 PM ESTIMATE NO. 09 BID OPENING 08/28/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: YANG, CHAD DATE OF THIS ESTIMATE 08/26/04 LOCATION PROGRESS ESTIMATE 08-SBD-40-R106.5/R108.0 ----------------- MR. DARIN BRAUN IN SAN BERNARDINO COUNTY ON KIEWIT WESTERN COMPANY INTERSTATE 40 AT FENNER OVERHEAD 3888 EAST BROADWAY ROAD PHOENIX, AZ 85040-2924 FED. AID NO. ACIM-040 -2(51)106,ACIM-040 -2(51)N STRUCTURE REPLACEMENT ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.050 250.00 0.600 3,000.00 02 TIME-RELATED OVERHEAD WDAY 2,000.0000 680,000.00 22.000 44,000.00 204.000 408,000.00 03 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 5,000.0000 5,000.00 0.080 400.00 0.560 2,800.00 05 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.040 1,600.00 0.430 17,200.00 S) 06 TRAFFIC CONTROL SYSTEM LS 60,000.0000 60,000.00 0.400 24,000.00 S) 07 TYPE III BARRICADE EA 500.0000 1,500.00 6.000 3,000.00 S) 08 TEMPORARY PAVEMENT MARKING (TAPE) M2 100.0000 6,000.00 23.400 2,340.00 S) 09 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5000 7,200.00 10,995.300 5,497.65 S) 10 FLASHING BEACON (PORTABLE) EA 750.0000 12,000.00 0.000 0.00 S) 11 TEMPORARY PAVEMENT MARKER EA 3.0000 2,010.00 396.000 1,188.00 S) 12 TEMPORARY METAL BEAM GUARD RAILING M 50.0000 4,000.00 0.000 0.00 S) 13 TEMPORARY DELINEATOR (CLASS 1) EA 50.0000 21,500.00 204.000 10,200.00 S) 14 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 30,000.00 0.030 450.00 1.180 17,700.00 S) 15 TEMPORARY RAILING (TYPE K) M 40.0000 116,800.00 1,622.000 64,880.00 S) 16 REMOVE MARKER EA 2.0000 1,420.00 981.000 1,962.00 17 REMOVE METAL BEAM GUARD RAILING M 25.0000 2,500.00 50.000 1,250.00 18 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 4.0000 34,040.00 4,466.000 17,864.00 STRIPE 19 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 15,600.00 2,769.000 5,538.00 20 REMOVE ASPHALT CONCRETE DIKE M 8.0000 6,800.00 424.400 3,395.20 21 REMOVE DOWNDRAIN M 50.0000 3,200.00 0.000 0.00 22 RECONSTRUCT FENCE (TYPE BW) M 10.0000 3,600.00 366.000 3,660.00 PROGRAM CAS145 PAGE 2 DATE 08/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-483764 TIME 04:19 PM ESTIMATE NO. 09 BID OPENING 08/28/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: YANG, CHAD DATE OF THIS ESTIMATE 08/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 4,360.00 487.500 975.00 24 BRIDGE REMOVAL, LOCATION A LS 375,000.0000 375,000.00 0.000 0.00 25 BRIDGE REMOVAL, LOCATION B LS 163,000.0000 163,000.00 1.000 163,000.00 26 CLEARING AND GRUBBING LS 19,000.0000 19,000.00 0.500 9,500.00 27 ROADWAY EXCAVATION M3 16.0000 115,360.00 7,303.000 116,848.00 28 ROADWAY EXCAVATION (DETOUR REMOVAL) M3 20.0000 27,400.00 0.000 0.00 29 STRUCTURE EXCAVATION (BRIDGE) M3 60.0000 123,600.00 1,205.000 72,300.00 F) 30 STRUCTURE BACKFILL (BRIDGE) M3 30.0000 37,200.00 670.000 20,100.00 F) 31 IMPORTED BORROW M3 16.0000 129,120.00 7,989.000 127,824.00 32 ASPHALT CONCRETE (TYPE A) TONN 65.0000 213,200.00 1,562.900 101,588.50 33 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 7.0000 343.00 0.000 0.00 34 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 7.0000 5,600.00 0.000 0.00 35 SHOULDER RUMBLE STRIP M 5.0000 4,000.00 0.000 0.00 (AC, ROLLED-IN INDENTATIONS) 36 PRESTRESSING (LONGITUDINAL) LS 50,000.0000 50,000.00 0.000 0.00 S) 37 PRESTRESSING (TRANSVERSE) LS 24,032.0000 24,032.00 0.000 0.00 S) 38 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 123,000.00 242.000 72,600.00 F) 39 STRUCTURAL CONCRETE, BRIDGE M3 460.0000 938,400.00 178.000 81,880.00 606.000 278,760.00 F) 40 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 96,000.00 0.000 0.00 F) (TYPE N) 41 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,500.0000 190,000.00 0.000 0.00 BULB-TEE GIRDER (20 M-25 M) 42 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 90,000.00 0.000 0.00 BULB-TEE GIRDER (30 M-35 M) 43 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 60,000.00 0.000 0.00 BULB-TEE GIRDER (35 M-40 M) 44 ERECT PRECAST PRESTRESSED CONCRETE EA 4,000.0000 120,000.00 0.000 0.00 S) BULB - TEE GIRDER 45 JOINT SEAL (MR 40 MM) M 120.0000 10,320.00 0.000 0.00 S) 46 BAR REINFORCING STEEL (BRIDGE) KG 1.8500 619,380.00 378.000 699.30 118,625.000 219,456.25 SF) 47 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 160.0000 10,720.00 0.000 0.00 48 300 MM ENTRANCE TAPER EA 400.0000 1,200.00 0.000 0.00 49 300 MM STEEL FLARED END SECTION EA 150.0000 450.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-483764 TIME 04:19 PM ESTIMATE NO. 09 BID OPENING 08/28/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: YANG, CHAD DATE OF THIS ESTIMATE 08/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ROCK SLOPE PROTECTION M3 200.0000 700.00 0.000 0.00 (FACING, METHOD B) 51 SLOPE PAVING (CONCRETE) M3 500.0000 110,000.00 0.000 0.00 F) 52 MISCELLANEOUS METAL (BRIDGE) KG 40.0000 7,200.00 72.000 2,880.00 SF) 53 METAL BEAM GUARD RAILING (WOOD POST) M 65.0000 57,200.00 0.000 0.00 S) 54 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 135.0000 50,220.00 0.000 0.00 SF) 55 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 12,000.00 0.000 0.00 S) 56 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 1,200.00 0.000 0.00 S) 57 CONCRETE BARRIER (TYPE 736 MODIFIED) M 190.0000 70,680.00 0.000 0.00 F) 58 THERMOPLASTIC TRAFFIC STRIPE M 0.6000 8,460.00 0.000 0.00 S) (SPRAYABLE) 59 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 5,025.00 0.000 0.00 S) 60 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 2,480.00 0.000 0.00 S) 61 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 3,600.00 0.000 0.00 S) 62 80 MM CONDUIT M 40.0000 14,880.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 4 DATE 08/26/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-483764 TIME 04:19 PM ESTIMATE NO. 09 BID OPENING 08/28/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/04 R.E. NAME: YANG, CHAD DATE OF THIS ESTIMATE 08/26/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 129,279.30 1,781,806.60 ADJUSTMENT OF COMPENSATION 0.00 4,700.00 EXTRA WORK -13,406.60 35,390.05 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 115,872.70 1,821,896.65 63 MOBILIZATION LS 465,000.0000 465,000.00 0.950 441,750.00 ORIGINAL CONTRACT AMOUNT 5,420,000.00 TOTAL WORK COMPLETED 115,872.70 2,263,646.65 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 115,872.70 2,263,646.65 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 10/07/03 340 10/22/03 10/22/03 03/11/05 202 6 0 0 41% 59% PROGRESS IS SATISFACTORY YANG, CHAD RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 08/26/04