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 04/21/07 EST. NO.08 TIME 07:55 AM R.E. NAME: ABDOREZA 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 --------------------------------------------------------------------------- 004 0001 640.03 E.W. @ F.A.(+) 032307 N 001 0 006 0001 2,002.00 E.W. @ L.S.(+) 101606 N 001 0 008 0001 182.65 E.W. @ U.P (+) 011107 N 001 0 2,824.68 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 2,824.68 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 04/21/07 EST. NO.08 TIME 07:55 AM R.E. NAME: ABDOREZA ABDI 04-143554 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-143554 TIME 07:55 AM ESTIMATE NO. 08 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 04/20/07 R.E. NAME: ABDOREZA ABDI DATE OF THIS ESTIMATE 04/21/07 LOCATION PROGRESS ESTIMATE 04-ALA-580-46.3/46.4 ----------------- AMERICAN CIVIL CONSTRUCTIONS, IN ALAMEDA COUNTY IN OAKLAND AT INC ROUTE 80, 580 AND 880 SEPARATION 3701 MALLARD DRIVE BENICIA, CA 94510 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 0.700 2,450.00 02 TIME-RELATED OVERHEAD WDAY 3,000.0000 1,110,000.00 28.000 84,000.00 249.000 747,000.00 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 0.200 360.00 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 0.060 3,000.00 0.560 28,000.00 07 AIR QUALITY PROGRAM LS 15,600.0000 15,600.00 0.990 15,444.00 08 STABILIZED CONSTRUCTION ROADWAY M3 83.0000 207,500.00 1,053.850 87,469.55 09 ASBESTOS SURVEY LS 4,300.0000 4,300.00 0.500 2,150.00 10 DEWATERING OPERATIONS LS 50,000.0000 50,000.00 0.060 3,000.00 0.210 10,500.00 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 10,000.0000 20,000.00 1.250 12,500.00 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 4,500.00 600.000 1,800.00 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 0.000 0.00 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 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 04/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-143554 TIME 07:55 AM ESTIMATE NO. 08 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 04/20/07 R.E. NAME: ABDOREZA ABDI DATE OF THIS ESTIMATE 04/21/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 30,000.00 24 BRIDGE REMOVAL (PORTION), LOCATION C LS 50,000.0000 50,000.00 0.430 21,500.00 0.430 21,500.00 25 BRIDGE REMOVAL (PORTION), LOCATION D LS 35,000.0000 35,000.00 0.160 5,600.00 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 0.000 0.00 28 HAZARDOUS MATERIAL MANAGEMENT REPORT LS 2,500.0000 2,500.00 0.500 1,250.00 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 131,000.00 128.290 25,658.00 325.290 65,058.00 F) 32 STRUCTURE EXCAVATION (TYPE H) M3 60.0000 47,760.00 159.000 9,540.00 720.000 43,200.00 F) 33 STRUCTURE BACKFILL (BRIDGE) M3 60.0000 44,640.00 32.000 1,920.00 424.000 25,440.00 F) 34 VIBRATION MONITORING LS 25,000.0000 25,000.00 0.150 3,750.00 0.850 21,250.00 35 SURVEY OF EXISTING NON-HIGHWAY LS 25,000.0000 25,000.00 0.700 17,500.00 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 0.450 15,300.00 39 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 450.0000 953,550.00 282.000 126,900.00 1,560.000 702,000.00 PILING (762 MM) 40 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 5,000.0000 570,000.00 5.000 25,000.00 78.280 391,400.00 S) PILE (762 MM) 41 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 521,850.00 935.000 327,250.00 F) 42 DRILL AND BOND DOWEL M 60.0000 200,280.00 159.000 9,540.00 1,528.600 91,716.00 43 RAPID SETTING CONCRETE (PATCH) M3 30,000.0000 3,000.00 0.000 0.00 44 BAR REINFORCING STEEL (BRIDGE) KG 2.0500 668,197.50 296,973.810 608,796.31 SF) 45 ASPHALT MEMBRANE WATERPROOFING M2 250.0000 4,500.00 3.000 750.00 3.000 750.00 SF) 46 COLUMN CASING KG 3.0000 193,080.00 4,950.000 14,850.00 49,506.000 148,518.00 SF) 47 COLUMN CASING (MODIFIED) EA 18,000.0000 144,000.00 7.000 126,000.00 F) 48 FURNISH STRUCTURAL STEEL (BRIDGE) KG 3.0000 435,075.00 11,877.320 35,631.96 38,334.000 115,002.00 SF) 49 ERECT STRUCTURAL STEEL (BRIDGE) KG 2.5000 362,562.50 1,000.000 2,500.00 2,000.000 5,000.00 SF) PROGRAM CAS145 PAGE 3 DATE 04/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-143554 TIME 07:55 AM ESTIMATE NO. 08 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 04/20/07 R.E. NAME: ABDOREZA ABDI DATE OF THIS ESTIMATE 04/21/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 51 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 1,182.0000 589,818.00 165.050 195,089.10 542.150 640,821.30 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 24,953.020 224,577.18 37,025.240 333,227.16 SF)(RESTRAINER - BAR TYPE) 54 MISCELLANEOUS METAL (BRIDGE) KG 23.0000 15,617.00 261.150 6,006.45 679.000 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 04/21/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-143554 TIME 07:55 AM ESTIMATE NO. 08 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 04/20/07 R.E. NAME: ABDOREZA ABDI DATE OF THIS ESTIMATE 04/21/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 806,072.69 4,693,849.32 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 2,824.68 2,824.68 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 808,897.37 4,696,674.00 60 MOBILIZATION LS 785,000.0000 785,000.00 0.050 39,250.00 1.000 785,000.00 ORIGINAL CONTRACT AMOUNT 8,793,885.00 TOTAL WORK COMPLETED 848,147.37 5,481,674.00 MATERIALS ON HAND ON SITE 251,550.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 848,147.37 5,733,224.00 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 08/19/07 249 0 0 0 62% 67% PROGRESS IS SATISFACTORY ABDOREZA ABDI RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 04/21/07