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 06/22/05 EST. NO.19 TIME 08:41 AM 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 06/22/05 EST. NO.19 TIME 08:41 AM 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 06/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-483764 TIME 08:41 AM ESTIMATE NO. 19 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 06/16/05 R.E. NAME: YANG, CHAD DATE OF THIS ESTIMATE 06/22/05 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 680,000.00 380.000 760,000.00 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 0.880 4,400.00 05 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.040 1,600.00 0.830 33,200.00 S) 06 TRAFFIC CONTROL SYSTEM LS 60,000.0000 60,000.00 0.350 21,000.00 0.750 45,000.00 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 35.100 3,510.00 58.500 5,850.00 S) 09 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5000 7,200.00 7,854.000 3,927.00 18,849.300 9,424.65 S) 10 FLASHING BEACON (PORTABLE) EA 750.0000 12,000.00 0.000 0.00 S) 11 TEMPORARY PAVEMENT MARKER EA 3.0000 2,010.00 339.000 1,017.00 735.000 2,205.00 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 21,500.00 224.000 11,200.00 428.000 21,400.00 S) 14 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 30,000.00 0.030 450.00 1.480 22,200.00 S) 15 TEMPORARY RAILING (TYPE K) M 40.0000 116,800.00 1,622.000 64,880.00 3,244.000 129,760.00 S) 16 REMOVE MARKER EA 2.0000 1,420.00 241.000 482.00 1,222.000 2,444.00 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 42.000 2,100.00 22 RECONSTRUCT FENCE (TYPE BW) M 10.0000 3,600.00 366.000 3,660.00 PROGRAM CAS145 PAGE 2 DATE 06/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-483764 TIME 08:41 AM ESTIMATE NO. 19 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 06/16/05 R.E. NAME: YANG, CHAD DATE OF THIS ESTIMATE 06/22/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,360.00 600.000 1,200.00 1,087.500 2,175.00 24 BRIDGE REMOVAL, LOCATION A LS 375,000.0000 375,000.00 0.100 37,500.00 0.100 37,500.00 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 7,071.000 113,136.00 16,084.000 257,344.00 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 37,200.00 800.000 24,000.00 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 1,543.250 100,311.25 3,106.150 201,899.75 33 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 7.0000 343.00 19.000 133.00 19.000 133.00 34 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 7.0000 5,600.00 400.000 2,800.00 400.000 2,800.00 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 0.580 29,000.00 S) 37 PRESTRESSING (TRANSVERSE) LS 24,032.0000 24,032.00 0.500 12,016.00 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 1,125.000 517,500.00 F) 40 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 96,000.00 90.000 54,000.00 F) (TYPE N) 41 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,500.0000 190,000.00 12.000 114,000.00 BULB-TEE GIRDER (20 M-25 M) 42 FURNISH PRECAST PRESTRESSED CONCRETE EA 15,000.0000 90,000.00 6.000 90,000.00 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 18.000 72,000.00 S) BULB - TEE GIRDER 45 JOINT SEAL (MR 40 MM) M 120.0000 10,320.00 43.000 5,160.00 43.000 5,160.00 S) 46 BAR REINFORCING STEEL (BRIDGE) KG 1.8500 619,380.00 188,200.000 348,170.00 SF) 47 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 160.0000 10,720.00 24.700 3,952.00 48 300 MM ENTRANCE TAPER EA 400.0000 1,200.00 2.000 800.00 49 300 MM STEEL FLARED END SECTION EA 150.0000 450.00 2.000 300.00 PROGRAM CAS145 PAGE 3 DATE 06/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-483764 TIME 08:41 AM ESTIMATE NO. 19 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 06/16/05 R.E. NAME: YANG, CHAD DATE OF THIS ESTIMATE 06/22/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 110,000.00 160.000 80,000.00 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 57,200.00 438.370 28,494.05 438.370 28,494.05 S) 54 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 135.0000 50,220.00 93.000 12,555.00 93.000 12,555.00 SF) 55 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 12,000.00 2.000 4,000.00 2.000 4,000.00 S) 56 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 1,200.00 1.000 600.00 1.000 600.00 S) 57 CONCRETE BARRIER (TYPE 736 MODIFIED) M 190.0000 70,680.00 32.000 6,080.00 182.000 34,580.00 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 14,880.00 182.000 7,280.00 SF) PROGRAM CAS145 PAGE 4 DATE 06/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-483764 TIME 08:41 AM ESTIMATE NO. 19 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 06/16/05 R.E. NAME: YANG, CHAD DATE OF THIS ESTIMATE 06/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 420,035.30 3,467,053.65 ADJUSTMENT OF COMPENSATION 0.00 38,921.17 EXTRA WORK 0.00 71,145.85 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 420,035.30 3,577,120.67 63 MOBILIZATION LS 465,000.0000 465,000.00 1.000 465,000.00 ORIGINAL CONTRACT AMOUNT 5,420,000.00 TOTAL WORK COMPLETED 420,035.30 4,042,120.67 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 420,035.30 4,042,120.67 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 03/13/06 396 17 48 0 71% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU TIME EXTENSION PENDING YANG, CHAD RESIDENT ENGINEER PROGRAM CAS145 PAGE 6 DATE 06/22/05