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 07/17/08 EST. NO.22 TIME 02:37 PM 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 --------------------------------------------------------------------------- 016 0001 4,284.07 E.W. @ F.A.(+) 080707 N JPC001 0002 4,380.06 080807 N JPC002 0003 4,380.06 080907 N JPC003 0004 4,079.92 081007 N JPC004 0005 3,729.72 081307 N JPC005 0006 3,729.72 081407 N JPC006 0007 1,006.14 081507 N JPC007 0008 1,525.47 082007 N JPC008 0009 622.30 012307 N 009 0 0010 3,589.78 020707 N 010 0 0011 599.87 020807 N 011 0 0012 1,966.96 021307 N 012 0 0013 1,409.57 021407 N 013 0 0014 2,084.59 021507 N 014 0 0015 875.39 021607 N 015 0 0016 605.08 022007 N 016 0 0017 689.63 022107 N 017 0 0018 215.61 030207 N 018 0 0019 336.99 030507 N 019 0 0020 375.31 030507 N 020 0 0021 232.28 030607 N 021 0 0023 534.37 060807 N 023 0 0024 1,301.20 061507 N 024 0 0025 1,567.02 062007 N 025 0 0026 1,169.27 062107 N 026 0 0027 1,128.37 062807 N 027 0 0028 1,399.18 071107 N 028 0 0034 3,846.36 081007 N 034 0 0038 869.78 082007 N 039 0 0039 409.68 082207 N 038 0 0040 412.66 083007 N 040 0 0041 770.71 090607 N 041 0 0042 330.30 092107 N 042 0 0043 220.22 091007 N 043 0 0044 3,120.60 091107 N 044 0 0045 1,288.97 091107 N 045 0 0046 1,241.96 091107 N 046 0 0047 493.97 092007 N 047 0 0048 639.23 092407 N 048 0 0049 749.33 092507 N 049 0 0050 704.99 100107 N 050 0 0051 712.24 100207 N 051 0 0052 204.86 100307 N 052 0 0053 1,313.60 101007 N 053 0 0054 2,737.02 102307 N 054 0 0055 8,182.38 102207 N 055 0 0056 683.18 101907 N 056 0 0057 995.96 101907 N 057 0 0058 1,863.49 110607 N 058 0 0059 2,150.84 110707 N 059 0 0060 1,681.32 111607 N 060 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 07/17/08 EST. NO.22 TIME 02:37 PM 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 --------------------------------------------------------------------------- 0061 1,681.32 111907 N 061 0 0062 3,081.38 112607 N 062 0 0063 2,621.91 112807 N 063 0 0064 5,061.12 041907 N 064 0 0065 43,027.20 041907 N 065 0 0066 756.25 123107 N JPC009 0067 332.47 010208 N JPC010 0068 660.56 011708 N JPC011 0069 660.56 011808 N JPC012 0070 712.24 120507 N 070 0 0072 9,000.30 122107 N 072 0 0073 4,336.13 010108 N 073 0 0074 43,426.04 010208 N 074 0 0075 1,187.43 020508 N 075 0 199,986.49 TOTAL THIS ESTIMATE 3,755,647.59 TOTAL PREVIOUS ESTIMATE 3,955,634.08 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 07/17/08 EST. NO.22 TIME 02:37 PM 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 07/17/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-143554 TIME 02:37 PM ESTIMATE NO. 22 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 07/14/08 R.E. NAME: ABDI DATE OF THIS ESTIMATE 07/17/08 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 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 1.000 3,500.00 02 TIME-RELATED OVERHEAD WDAY 3,000.0000 1,110,000.00 481.000 1,443,000.00 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 1.000 50,000.00 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 -2,289.160 -190,000.28 4,243.675 352,225.03 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 2.000 10,000.00 13 TEMPORARY COVER M2 3.0000 4,500.00 1,500.000 4,500.00 14 CONSTRUCTION AREA SIGNS LS 6,880.0000 6,880.00 1.000 6,880.00 S) 15 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN EA 24,000.0000 24,000.00 1.000 24,000.00 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 50.000 3,500.00 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 1.000 50,000.00 PROGRAM CAS145 PAGE 2 DATE 07/17/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-143554 TIME 02:37 PM ESTIMATE NO. 22 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 07/14/08 R.E. NAME: ABDI DATE OF THIS ESTIMATE 07/17/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 100,100.00 269.850 18,889.50 28 HAZARDOUS MATERIAL MANAGEMENT REPORT LS 2,500.0000 2,500.00 1.000 2,500.00 29 IMPORTED BORROW M3 17.0000 35,700.00 589.000 10,013.00 30 ROADWAY EXCAVATION (TYPE H) M3 120.0000 3,600.00 30.000 3,600.00 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 1,016.000 60,960.00 F) 33 STRUCTURE BACKFILL (BRIDGE) M3 60.0000 44,640.00 968.930 58,135.80 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 1.000 25,000.00 FACILITIES 36 MULCH (EROSION CONTROL) M3 40.0000 10,800.00 270.000 10,800.00 37 ASPHALT CONCRETE (TYPE A) TONN 135.0000 12,150.00 90.000 12,150.00 38 PILE CORROSION PROTECTION LS 34,000.0000 34,000.00 1.000 34,000.00 39 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 450.0000 953,550.00 2,171.000 976,950.00 PILING (762 MM) 40 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 5,000.0000 570,000.00 116.612 583,060.00 S) PILE (762 MM) 41 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 521,850.00 1,491.000 521,850.00 F) 42 DRILL AND BOND DOWEL M 60.0000 200,280.00 3,338.000 200,280.00 43 RAPID SETTING CONCRETE (PATCH) M3 30,000.0000 3,000.00 0.000 0.00 44 BAR REINFORCING STEEL (BRIDGE) KG 2.0500 668,197.50 325,950.000 668,197.50 SF) 45 ASPHALT MEMBRANE WATERPROOFING M2 250.0000 4,500.00 18.000 4,500.00 SF) 46 COLUMN CASING KG 3.0000 193,080.00 64,360.000 193,080.00 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 435,075.00 145,025.000 435,075.00 SF) 49 ERECT STRUCTURAL STEEL (BRIDGE) KG 2.5000 362,562.50 145,025.000 362,562.50 SF) PROGRAM CAS145 PAGE 3 DATE 07/17/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-143554 TIME 02:37 PM ESTIMATE NO. 22 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 07/14/08 R.E. NAME: ABDI DATE OF THIS ESTIMATE 07/17/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 74,410.00 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 1.000 15,000.00 S) 53 MISCELLANEOUS METAL KG 9.0000 786,690.00 87,410.000 786,690.00 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 60.000 9,000.00 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 4.000 12,000.00 S) 58 CONCRETE BARRIER (TYPE 60) M 180.0000 28,800.00 160.000 28,800.00 59 PAINT TRAFFIC STRIPE M 7.0000 1,400.00 200.000 1,400.00 S) PROGRAM CAS145 PAGE 4 DATE 07/17/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-143554 TIME 02:37 PM ESTIMATE NO. 22 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 07/14/08 R.E. NAME: ABDI DATE OF THIS ESTIMATE 07/17/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -190,000.28 8,604,876.53 ADJUSTMENT OF COMPENSATION 0.00 405,289.00 EXTRA WORK 199,986.49 3,550,345.08 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 9,986.21 12,560,510.61 60 MOBILIZATION LS 785,000.0000 785,000.00 1.000 785,000.00 ORIGINAL CONTRACT AMOUNT 8,793,885.00 TOTAL WORK COMPLETED 9,986.21 13,345,510.61 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -600.00 TOTAL 9,986.21 13,344,910.61 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/12/06 370 08/15/06 08/15/06 07/14/08 699 48 281 0 100% 100% ABDI RESIDENT ENGINEER PROGRAM CAS145 DATE 07/17/08