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 04/26/06 EST. NO.28 TIME 02:09 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 0075 177.71 E.W. @ F.A.(+) 031306 N 060313 0076 143.95 032306 N 060323 006 0001 9,896.68 E.W. @ L.S.(+) 052705 N 001 0 009 0020 1,200.00 E.W. @ F.A.(+) 032806 N 060405 0021 1,200.00 032806 N 060407 018 0012 125.00 E.W. @ F.A.(+) 022406 N 060225 021 0001 2,210.40 E.W. @ U.P (+) 062005 N 050620 028 0001 17,826.58 A.C. @ L.S.(+) 122805 N 060320 031 0001 138,058.00 A.C. @ L.S.(+) 101305 N 031 0 170,838.32 TOTAL THIS ESTIMATE 388,909.20 TOTAL PREVIOUS ESTIMATE 559,747.52 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 04/26/06 EST. NO.28 TIME 02:09 PM R.E. NAME: YANG, CHAD 08-483764 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CONSTRUCTION SIGNS -5,000.00 22 CONST. SIGN 5,000.00 23 FLAGGER REPLACEMENT -546.43 25 ANTICIPATE RR FLAG -17,600.00 28 -17,600.00 -18,146.43 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 05 MISSING DOCUMENTS 10,000.00 07 MISSING DOCUMENTS -5,000.00 20 MISSING DOCUMENTS -10,000.00 23 0.00 -15,000.00 LIQUIDATED DAMAGES ANTICIPATE L/D -57,200.00 28 -57,200.00 -57,200.00 TOTAL DEDUCTIONS -74,800.00 -90,346.43 PROGRAM CAS145 PAGE 1 DATE 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-483764 TIME 02:09 PM ESTIMATE NO. 28 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 04/20/06 R.E. NAME: YANG, CHAD DATE OF THIS ESTIMATE 04/26/06 LOCATION RERUN 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 0.750 3,750.00 02 TIME-RELATED OVERHEAD WDAY 2,000.0000 680,000.00 576.000 1,152,000.00 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 0.020 100.00 0.980 4,900.00 05 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.870 34,800.00 S) 06 TRAFFIC CONTROL SYSTEM LS 60,000.0000 60,000.00 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 46.800 4,680.00 S) 09 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.5000 7,200.00 20,130.300 10,065.15 S) 10 FLASHING BEACON (PORTABLE) EA 750.0000 12,000.00 0.000 0.00 S) 11 TEMPORARY PAVEMENT MARKER EA 3.0000 2,010.00 735.000 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 21,500.00 403.000 20,150.00 S) 14 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 30,000.00 0.060 900.00 1.810 27,150.00 S) 15 TEMPORARY RAILING (TYPE K) M 40.0000 116,800.00 3,244.000 129,760.00 S) 16 REMOVE MARKER EA 2.0000 1,420.00 1,777.000 3,554.00 17 REMOVE METAL BEAM GUARD RAILING M 25.0000 2,500.00 100.000 2,500.00 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 5,303.000 10,606.00 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 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-483764 TIME 02:09 PM ESTIMATE NO. 28 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 04/20/06 R.E. NAME: YANG, CHAD DATE OF THIS ESTIMATE 04/26/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,087.500 2,175.00 24 BRIDGE REMOVAL, LOCATION A LS 375,000.0000 375,000.00 1.000 375,000.00 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 1.000 19,000.00 27 ROADWAY EXCAVATION M3 16.0000 115,360.00 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 2,060.000 123,600.00 F) 30 STRUCTURE BACKFILL (BRIDGE) M3 30.0000 37,200.00 330.000 9,900.00 1,240.000 37,200.00 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 3,197.410 207,831.65 33 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 7.0000 343.00 19.000 133.00 34 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 7.0000 5,600.00 400.000 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 1.000 50,000.00 S) 37 PRESTRESSING (TRANSVERSE) LS 24,032.0000 24,032.00 1.000 24,032.00 S) 38 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 123,000.00 410.000 123,000.00 F) 39 STRUCTURAL CONCRETE, BRIDGE M3 460.0000 938,400.00 380.090 174,841.40 2,042.590 939,591.40 F) 40 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 96,000.00 70.000 42,000.00 160.000 96,000.00 F) (TYPE N) 41 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,500.0000 190,000.00 20.000 190,000.00 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 4.000 60,000.00 BULB-TEE GIRDER (35 M-40 M) 44 ERECT PRECAST PRESTRESSED CONCRETE EA 4,000.0000 120,000.00 30.000 120,000.00 S) BULB - TEE GIRDER 45 JOINT SEAL (MR 40 MM) M 120.0000 10,320.00 43.000 5,160.00 S) 46 BAR REINFORCING STEEL (BRIDGE) KG 1.8500 619,380.00 47,011.000 86,970.35 335,140.000 620,009.00 SF) 47 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 160.0000 10,720.00 19.800 3,168.00 44.500 7,120.00 48 300 MM ENTRANCE TAPER EA 400.0000 1,200.00 1.000 400.00 3.000 1,200.00 49 300 MM STEEL FLARED END SECTION EA 150.0000 450.00 1.000 150.00 3.000 450.00 PROGRAM CAS145 PAGE 3 DATE 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-483764 TIME 02:09 PM ESTIMATE NO. 28 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 04/20/06 R.E. NAME: YANG, CHAD DATE OF THIS ESTIMATE 04/26/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 110,000.00 220.000 110,000.00 F) 52 MISCELLANEOUS METAL (BRIDGE) KG 40.0000 7,200.00 18.000 720.00 180.000 7,200.00 SF) 53 METAL BEAM GUARD RAILING (WOOD POST) M 65.0000 57,200.00 438.370 28,494.05 S) 54 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 135.0000 50,220.00 93.000 12,555.00 SF) 55 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 12,000.00 2.000 4,000.00 S) 56 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 1,200.00 1.000 600.00 S) 57 CONCRETE BARRIER (TYPE 736 MODIFIED) M 190.0000 70,680.00 182.000 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 14,880.00 191.430 7,657.20 373.430 14,937.20 SF) PROGRAM CAS145 PAGE 4 DATE 04/26/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-483764 TIME 02:09 PM ESTIMATE NO. 28 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 04/20/06 R.E. NAME: YANG, CHAD DATE OF THIS ESTIMATE 04/26/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 326,806.95 5,338,475.65 ADJUSTMENT OF COMPENSATION 155,884.58 262,375.28 EXTRA WORK 14,953.74 297,372.24 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 497,645.27 5,898,223.17 63 MOBILIZATION LS 465,000.0000 465,000.00 1.000 465,000.00 ORIGINAL CONTRACT AMOUNT 5,420,000.00 TOTAL WORK COMPLETED 497,645.27 6,363,223.17 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -74,800.00 -90,346.43 TOTAL 422,845.27 6,272,876.74 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 05/02/06 538 83 206 0 96% 98% PROGRESS UNSATISFACTORY PCNT TIME ELAPSED INPUT BECAUSE W H Y ... W H Y ... W H YANG, CHAD RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 04/26/06