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 11/20/07 EST. NO.15 TIME 08:54 AM R.E. NAME: ABDI 04-143554 --------------------------------------------------------------------------- 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 2,143.53 E.W. @ F.A.(+) 100307 N 001 0 0002 2,143.53 100407 N 002 0 017 0007 5,667.70 E.W. @ F.A.(+) 102207 N 007 0 0008 393,325.82 E.W. @ L.S.(+) 111507 N 008 0 403,280.58 TOTAL THIS ESTIMATE 1,483,240.24 TOTAL PREVIOUS ESTIMATE 1,886,520.82 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 11/20/07 EST. NO.15 TIME 08:54 AM R.E. NAME: ABDI 04-143554 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CONCRETE FOR BM-20 -600.00 13 0.00 -600.00 TOTAL DEDUCTIONS 0.00 -600.00 PROGRAM CAS145 PAGE 1 DATE 11/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-143554 TIME 08:54 AM ESTIMATE NO. 15 BID OPENING 04/25/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/07 R.E. NAME: ABDI DATE OF THIS ESTIMATE 11/20/07 LOCATION PROGRESS ESTIMATE 04-ALA-580-46.3/46.4 ----------------- AMERICAN CIVIL CONSTRUCTORS IN ALAMEDA COUNTY IN OAKLAND AT 3701 MALLARD DRIVE ROUTE 80, 580 AND 880 SEPARATION BENICIA, CA 74510 FED. AID NO. N O N E DRIVE PILES AND FOOTING RETROFIT ------------------------------------------------------------------------------------------------------------------------------------ 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 3,500.0000 3,500.00 0.050 175.00 1.000 3,500.00 02 TIME-RELATED OVERHEAD WDAY 3,000.0000 1,110,000.00 31.000 93,000.00 461.000 1,383,000.00 03 PREPARE WATER POLLUTION CONTROL LS 2,700.0000 2,700.00 1.000 2,700.00 PROGRAM 04 HEALTH SAFETY AND WORK PLAN LS 1,800.0000 1,800.00 1.000 1,800.00 05 HAZARDOUS MATERIAL MANAGEMENT PLAN LS 1,575.0000 1,575.00 1.000 1,575.00 06 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.040 2,000.00 0.960 48,000.00 07 AIR QUALITY PROGRAM LS 15,600.0000 15,600.00 1.000 15,600.00 08 STABILIZED CONSTRUCTION ROADWAY M3 83.0000 207,500.00 95.710 7,943.93 1,149.560 95,413.48 09 ASBESTOS SURVEY LS 4,300.0000 4,300.00 1.000 4,300.00 10 DEWATERING OPERATIONS LS 50,000.0000 50,000.00 1.000 50,000.00 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 10,000.0000 20,000.00 2.000 20,000.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 10,000.00 1.000 5,000.00 13 TEMPORARY COVER M2 3.0000 4,500.00 900.000 2,700.00 1,500.000 4,500.00 14 CONSTRUCTION AREA SIGNS LS 6,880.0000 6,880.00 0.500 3,440.00 S) 15 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN EA 24,000.0000 24,000.00 0.000 0.00 S) 17 TEMPORARY ELECTRIC SLIDE GATE LS 62,000.0000 62,000.00 0.073 4,526.00 S) (LOCATION 1) 18 TEMPORARY ELECTRIC SLIDE GATE LS 52,000.0000 52,000.00 0.000 0.00 S) (LOCATION 2) 19 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 70.0000 3,500.00 0.000 0.00 20 REMOVE CONCRETE BARRIER (TYPE K) M 30.0000 5,700.00 190.000 5,700.00 21 REMOVE CRASH CUSHION (SAND FILLED) EA 500.0000 2,000.00 4.000 2,000.00 22 BRIDGE REMOVAL (PORTION), LOCATION A LS 50,000.0000 50,000.00 0.500 25,000.00 PROGRAM CAS145 PAGE 2 DATE 11/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-143554 TIME 08:54 AM ESTIMATE NO. 15 BID OPENING 04/25/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/07 R.E. NAME: ABDI DATE OF THIS ESTIMATE 11/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 BRIDGE REMOVAL (PORTION), LOCATION B LS 60,000.0000 60,000.00 1.000 60,000.00 24 BRIDGE REMOVAL (PORTION), LOCATION C LS 50,000.0000 50,000.00 1.000 50,000.00 25 BRIDGE REMOVAL (PORTION), LOCATION D LS 35,000.0000 35,000.00 1.000 35,000.00 26 ROADWAY EXCAVATION (TYPE R) M3 25.0000 63,250.00 185.000 4,625.00 27 WASTE DISPOSAL (CLASS 1) TONN 70.0000 100,100.00 127.000 8,890.00 28 HAZARDOUS MATERIAL MANAGEMENT REPORT LS 2,500.0000 2,500.00 1.000 2,500.00 29 IMPORTED BORROW M3 17.0000 35,700.00 0.000 0.00 30 ROADWAY EXCAVATION (TYPE H) M3 120.0000 3,600.00 0.000 0.00 31 STRUCTURE EXCAVATION (TYPE DH) M3 200.0000 131,000.00 728.926 145,785.20 F) 32 STRUCTURE EXCAVATION (TYPE H) M3 60.0000 47,760.00 107.000 6,420.00 1,016.000 60,960.00 F) 33 STRUCTURE BACKFILL (BRIDGE) M3 60.0000 44,640.00 954.000 57,240.00 F) 34 VIBRATION MONITORING LS 25,000.0000 25,000.00 1.000 25,000.00 35 SURVEY OF EXISTING NON-HIGHWAY LS 25,000.0000 25,000.00 0.250 6,250.00 1.000 25,000.00 FACILITIES 36 MULCH (EROSION CONTROL) M3 40.0000 10,800.00 0.000 0.00 37 ASPHALT CONCRETE (TYPE A) TONN 135.0000 12,150.00 0.000 0.00 38 PILE CORROSION PROTECTION LS 34,000.0000 34,000.00 0.940 31,960.00 39 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 450.0000 953,550.00 2,031.000 913,950.00 PILING (762 MM) 40 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 5,000.0000 570,000.00 108.780 543,900.00 S) PILE (762 MM) 41 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 521,850.00 1,454.000 508,900.00 F) 42 DRILL AND BOND DOWEL M 60.0000 200,280.00 3,115.000 186,900.00 43 RAPID SETTING CONCRETE (PATCH) M3 30,000.0000 3,000.00 0.000 0.00 44 BAR REINFORCING STEEL (BRIDGE) KG 2.0500 668,197.50 302,022.610 619,146.35 SF) 45 ASPHALT MEMBRANE WATERPROOFING M2 250.0000 4,500.00 13.000 3,250.00 SF) 46 COLUMN CASING KG 3.0000 193,080.00 63,122.000 189,366.00 SF) 47 COLUMN CASING (MODIFIED) EA 18,000.0000 144,000.00 8.000 144,000.00 F) 48 FURNISH STRUCTURAL STEEL (BRIDGE) KG 3.0000 435,075.00 103,046.000 309,138.00 SF) 49 ERECT STRUCTURAL STEEL (BRIDGE) KG 2.5000 362,562.50 26,117.000 65,292.50 111,000.000 277,500.00 SF) PROGRAM CAS145 PAGE 3 DATE 11/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-143554 TIME 08:54 AM ESTIMATE NO. 15 BID OPENING 04/25/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/07 R.E. NAME: ABDI DATE OF THIS ESTIMATE 11/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLEAN AND PAINT STRUCTURAL STEEL LS 74,410.0000 74,410.00 0.333 24,778.53 0.333 24,778.53 S) 51 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 1,182.0000 589,818.00 770.000 910,140.00 S) 52 WORK AREA MONITORING LS 15,000.0000 15,000.00 0.000 0.00 S) 53 MISCELLANEOUS METAL KG 9.0000 786,690.00 1,078.000 9,702.00 82,365.000 741,285.00 SF)(RESTRAINER - BAR TYPE) 54 MISCELLANEOUS METAL (BRIDGE) KG 23.0000 15,617.00 679.000 15,617.00 SF) 55 CHAIN LINK FENCE (TYPE CL-1.2) M 150.0000 9,000.00 0.000 0.00 S) 56 CHAIN LINK GATE EA 2,000.0000 2,000.00 0.000 0.00 S) 57 CRASH CUSHION, SAND FILLED EA 3,000.0000 12,000.00 0.000 0.00 S) 58 CONCRETE BARRIER (TYPE 60) M 180.0000 28,800.00 0.000 0.00 59 PAINT TRAFFIC STRIPE M 7.0000 1,400.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 11/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-143554 TIME 08:54 AM ESTIMATE NO. 15 BID OPENING 04/25/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/07 R.E. NAME: ABDI DATE OF THIS ESTIMATE 11/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 218,261.96 7,570,885.56 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 403,280.58 1,886,520.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 621,542.54 9,457,406.38 60 MOBILIZATION LS 785,000.0000 785,000.00 1.000 785,000.00 ORIGINAL CONTRACT AMOUNT 8,793,885.00 TOTAL WORK COMPLETED 621,542.54 10,242,406.38 MATERIALS ON HAND ON SITE 46,100.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -600.00 TOTAL 621,542.54 10,287,906.38 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 05/12/06 370 08/15/06 08/15/06 04/18/08 461 0 132 30 83% 86% PROGRESS IS SATISFACTORY ABDI RESIDENT ENGINEER PROGRAM CAS145 DATE 11/20/07