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 08/27/09 EST. NO.16 TIME 12:59 PM R.E. NAME: FATHI, ALI 08-1A9904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 006 0007 -36,402.18 A.C. @ U.P.(-) 081009 N 06 0 008 0001 37,252.95 E.W. @ L.S.(+) 063009 N 001 0 010 0005 44,000.00 E.W. @ F.A.(+) 042409 N 04 0 44,850.77 TOTAL THIS ESTIMATE -34,387.74 TOTAL PREVIOUS ESTIMATE 10,463.03 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 08/27/09 EST. NO.16 TIME 12:59 PM R.E. NAME: FATHI, ALI 08-1A9904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/27/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1A9904 TIME 12:59 PM ESTIMATE NO. 16 BID OPENING 01/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: FATHI, ALI DATE OF THIS ESTIMATE 08/27/09 LOCATION PROGRESS ESTIMATE 08-RIV-10-8.1/24.2 ----------------- ALL AMERICAN ASPHALT IN RIVERSIDE COUNTY IN AND NEAR ATTN BRETT SCHULTZ BEAUMONT AND BANNING P. O. BOX 2229 CORONA, CA 92878-2229 FED. AID NO. ACIM-010-3(100)95E CONSTRUCT BARRIERS ------------------------------------------------------------------------------------------------------------------------------------ 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 3,800.0000 3,800.00 0.100 380.00 0.800 3,040.00 02 TIME-RELATED OVERHEAD WDAY 530.0000 159,000.00 23.000 12,190.00 286.000 151,580.00 03 CONSTRUCTION SITE MANAGEMENT LS 8,400.0000 8,400.00 0.150 1,260.00 0.850 7,140.00 04 PREPARE STORM WATER POLLUTION LS 6,600.0000 6,600.00 0.150 990.00 0.850 5,610.00 PREVENTION PLAN 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,650.0000 26,500.00 9.000 23,850.00 06 TEMPORARY CONSTRUCTION ENTRANCE EA 2,950.0000 5,900.00 2.000 5,900.00 07 TEMPORARY DRAINAGE INLET PROTECTION EA 275.0000 38,500.00 25.000 6,875.00 120.000 33,000.00 08 CONSTRUCTION AREA SIGNS LS 6,700.0000 6,700.00 0.050 335.00 0.950 6,365.00 S) 09 TRAFFIC CONTROL SYSTEM LS 765,000.0000 765,000.00 0.050 38,250.00 0.800 612,000.00 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 63,000.00 106,960.000 64,176.00 S) 11 FLASHING BEACON (PORTABLE) EA 965.0000 3,860.00 4.000 3,860.00 S) 12 TEMPORARY PAVEMENT MARKER EA 3.5000 18,900.00 5,481.000 19,183.50 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 43,000.0000 43,000.00 0.050 2,150.00 0.800 34,400.00 S) 14 TEMPORARY RAILING (TYPE K) M 10.5000 198,450.00 500.000 5,250.00 18,400.000 193,200.00 S) 15 TEMPORARY CRASH CUSHION MODULE EA 1,050.0000 29,400.00 28.000 29,400.00 S) 16 TEMPORARY TRAFFIC SCREEN M 2.7000 70,470.00 0.000 0.00 S) 17 REMOVE METAL BEAM GUARD RAILING M 46.0000 21,620.00 209.660 9,644.36 18 REMOVE DOUBLE METAL BEAM BARRIER M 24.0000 314,400.00 13,019.000 312,456.00 19 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 0.6400 67,200.00 106,717.000 68,298.88 20 REMOVE PAVEMENT MARKER EA 1.1000 5,940.00 621.000 683.10 6,102.000 6,712.20 21 REMOVE PIPE M 390.0000 31,200.00 80.800 31,512.00 22 REMOVE INLET EA 1,400.0000 70,000.00 55.000 77,000.00 PROGRAM CAS145 PAGE 2 DATE 08/27/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1A9904 TIME 12:59 PM ESTIMATE NO. 16 BID OPENING 01/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: FATHI, ALI DATE OF THIS ESTIMATE 08/27/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 SALVAGE EXISTING TEMPORARY RAILING M 48.0000 7,200.00 0.000 0.00 (TYPE K) 24 RELOCATE EXISTING TEMPORARY RAILING M 13.0000 91,650.00 7,050.000 91,650.00 (TYPE K) 25 REMOVE UNSOUND CONCRETE M3 4,280.0000 201,160.00 12.990 55,597.20 32.670 139,827.60 26 REMOVE EXISTING TEMPORARY RAILING M 12.7500 87,975.00 6,900.000 87,975.00 (TYPE K) 27 CLEAN BRIDGE DECK M2 4.8500 64,378.90 12,603.000 61,124.55 28 CAP INLET EA 1,560.0000 1,560.00 1.000 1,560.00 29 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 1.000 150,000.00 30 ROADWAY EXCAVATION M3 17.7500 695,800.00 6,979.810 123,891.63 43,511.000 772,320.25 31 ROADWAY EXCAVATION (TYPE Y-1) M3 17.7500 102,772.50 4,192.320 74,413.68 5,790.000 102,772.50 (AERIALLY DEPOSITED LEAD) 32 LEAD COMPLIANCE PLAN LS 2,700.0000 2,700.00 0.150 405.00 0.850 2,295.00 33 300 MM WELDED STEEL PIPE CONDUIT M 870.0000 913,500.00 925.000 804,750.00 S) (6.35 MM THICK) 34 CLASS 2 AGGREGATE BASE M3 29.7500 895,475.00 8,212.420 244,319.50 31,310.000 931,472.50 35 AGGREGATE BASE (APPROACH SLAB) M3 750.0000 4,500.00 0.000 0.00 36 ASPHALT CONCRETE (TYPE A) TONN 74.0000 2,937,800.00 8,611.680 637,264.32 40,489.480 2,996,221.52 37 SHOULDER RUMBLE STRIP STA 66.5000 16,625.00 95.000 6,317.50 190.500 12,668.25 (AC, GROUND-IN INDENTATIONS) 38 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,900.0000 114,000.00 69.000 131,100.00 (TYPE R)(MODIFIED) 39 MINOR CONCRETE (MINOR STRUCTURE) M3 2,600.0000 405,600.00 153.360 398,736.00 F) 40 PAVING NOTCH EXTENSION M3 9,200.0000 13,800.00 1.500 13,800.00 41 CLEAN EXPANSION JOINT M 85.5000 2,650.50 78.300 6,694.65 42 RAPID SETTING CONCRETE (PATCH) M3 1,175.0000 55,225.00 19.680 23,124.00 43 REFINISH BRIDGE DECK M2 1,500.0000 39,000.00 5.200 7,800.00 44 JOINT SEAL (MR 30 MM) M 118.0000 7,198.00 78.300 9,239.40 S) 45 TREAT BRIDGE DECK M2 3.4000 45,131.60 12,603.000 42,850.20 F) 46 FURNISH BRIDGE DECK TREATMENT MATERIAL L 21.5000 129,795.50 7,313.600 157,242.40 47 PREPARE AND PAINT CONCRETE M2 8.3500 367,400.00 25,415.000 212,215.25 32,747.000 273,437.45 S) 48 450 MM REINFORCED CONCRETE PIPE M 685.0000 150,700.00 256.100 175,428.50 49 600 MM REINFORCED CONCRETE PIPE M 2,100.0000 23,100.00 11.300 23,730.00 PROGRAM CAS145 PAGE 3 DATE 08/27/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1A9904 TIME 12:59 PM ESTIMATE NO. 16 BID OPENING 01/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: FATHI, ALI DATE OF THIS ESTIMATE 08/27/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 750 MM REINFORCED CONCRETE PIPE M 5,500.0000 5,500.00 3.200 17,600.00 51 900 MM REINFORCED CONCRETE PIPE M 5,500.0000 5,500.00 2.800 15,400.00 52 300 MM CORRUGATED STEEL PIPE M 1,850.0000 29,600.00 4.000 7,400.00 (1.63 MM THICK) 53 MISCELLANEOUS IRON AND STEEL KG 3.0000 64,896.00 22,524.000 67,572.00 SF) 54 METAL BEAM GUARD RAILING (WOOD POST) M 79.0000 3,160.00 41.910 3,310.89 S) 55 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 106.0000 773,800.00 7,104.180 753,043.08 S) 56 TRANSITION RAILING (TYPE WB) EA 3,200.0000 3,200.00 1.000 3,200.00 S) 57 TRANSITION RAILING (TYPE DTB) EA 3,250.0000 16,250.00 5.000 16,250.00 S) 58 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,650.0000 2,650.00 1.000 2,650.00 S) 59 CONCRETE BARRIER (TYPE 60GC) M 265.0000 3,206,500.00 9,037.800 2,395,017.00 60 CONCRETE BARRIER TYPE 60GA (MODIFIED) M 320.0000 98,560.00 154.000 49,280.00 F) 61 CONCRETE BARRIER (TYPE 60GE) M 712.0000 299,040.00 300.000 213,600.00 62 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6400 16,768.00 9,468.000 6,059.52 19,312.000 12,359.68 S) 63 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5600 43,960.00 37,932.000 21,241.92 66,552.000 37,269.12 S) (BROKEN 10.98 M - 3.66 M) 64 PAVEMENT MARKER EA 3.2000 17,280.00 4,440.000 14,208.00 6,405.000 20,496.00 S) (RETROREFLECTIVE-RECESSED) 65 MODIFY LIGHTING AND SIGN ILLUMINATION LS 286,000.0000 286,000.00 0.080 22,880.00 0.980 280,280.00 S) PROGRAM CAS145 PAGE 4 DATE 08/27/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1A9904 TIME 12:59 PM ESTIMATE NO. 16 BID OPENING 01/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: FATHI, ALI DATE OF THIS ESTIMATE 08/27/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,487,176.62 13,010,875.48 ADJUSTMENT OF COMPENSATION -36,402.18 -269,215.99 EXTRA WORK 81,252.95 279,679.02 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,532,027.39 13,021,338.51 66 MOBILIZATION LS 175,000.0000 175,000.00 1.000 175,000.00 ORIGINAL CONTRACT AMOUNT 14,532,201.00 TOTAL WORK COMPLETED 1,532,027.39 13,196,338.51 MATERIALS ON HAND ON SITE 142,851.50 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,532,027.39 13,339,190.01 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 03/07/08 300 03/24/08 03/24/08 10/07/09 289 66 20 0 87% 90% PROGRESS IS SATISFACTORY FATHI, ALI RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 08/27/09