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 12/23/04 EST. NO.13 TIME 04:53 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 --------------------------------------------------------------------------- *** 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 12/23/04 EST. NO.13 TIME 04:53 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 12/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-483764 TIME 04:53 PM ESTIMATE NO. 13 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 12/20/04 R.E. NAME: YANG, CHAD DATE OF THIS ESTIMATE 12/23/04 LOCATION PROGRESS ESTIMATE 08-SBD-40-R106.5/R108.0 ----------------- KIEWIT PACIFIC CO IN SAN BERNARDINO COUNTY ON MR. DARWIN BRAUN 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 0.700 3,500.00 02 TIME-RELATED OVERHEAD WDAY 2,000.0000 680,000.00 20.000 40,000.00 284.000 568,000.00 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 0.880 4,400.00 05 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.040 1,600.00 0.590 23,600.00 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 1.300 19,500.00 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 12/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-483764 TIME 04:53 PM ESTIMATE NO. 13 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 12/20/04 R.E. NAME: YANG, CHAD DATE OF THIS ESTIMATE 12/23/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 37,200.00 760.000 22,800.00 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 938,400.00 606.000 278,760.00 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 619,380.00 168,597.000 311,904.45 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 12/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-483764 TIME 04:53 PM ESTIMATE NO. 13 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 12/20/04 R.E. NAME: YANG, CHAD DATE OF THIS ESTIMATE 12/23/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 12/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-483764 TIME 04:53 PM ESTIMATE NO. 13 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 12/20/04 R.E. NAME: YANG, CHAD DATE OF THIS ESTIMATE 12/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 42,450.00 2,047,254.80 ADJUSTMENT OF COMPENSATION 0.00 4,700.00 EXTRA WORK 0.00 55,820.66 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 42,450.00 2,107,775.46 63 MOBILIZATION LS 465,000.0000 465,000.00 0.950 441,750.00 ORIGINAL CONTRACT AMOUNT 5,420,000.00 TOTAL WORK COMPLETED 42,450.00 2,549,525.46 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 42,450.00 2,549,525.46 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 03/15/05 282 8 0 0 46% 83% PROGRESS UNSATISFACTORY YANG, CHAD RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 12/23/04