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 03/26/09 EST. NO.11 TIME 01:31 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 --------------------------------------------------------------------------- 002 0005 1,862.50 E.W. @ F.A.(+) 030409 N 5 0 005 0001 3,571.79 E.W. @ F.A.(+) 082108 N 462587 006 0003 -1,680.25 A.C. @ U.P.(-) 031609 N 002 0 3,754.04 TOTAL THIS ESTIMATE 58,108.83 TOTAL PREVIOUS ESTIMATE 61,862.87 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 03/26/09 EST. NO.11 TIME 01:31 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 03/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1A9904 TIME 01:31 PM ESTIMATE NO. 11 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 03/20/09 R.E. NAME: FATHI, ALI DATE OF THIS ESTIMATE 03/26/09 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 0.050 190.00 0.500 1,900.00 02 TIME-RELATED OVERHEAD WDAY 530.0000 159,000.00 20.000 10,600.00 286.000 151,580.00 03 CONSTRUCTION SITE MANAGEMENT LS 8,400.0000 8,400.00 0.050 420.00 0.500 4,200.00 04 PREPARE STORM WATER POLLUTION LS 6,600.0000 6,600.00 0.500 3,300.00 PREVENTION PLAN 05 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,650.0000 26,500.00 1.000 2,650.00 8.000 21,200.00 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 5.000 1,375.00 60.000 16,500.00 08 CONSTRUCTION AREA SIGNS LS 6,700.0000 6,700.00 0.050 335.00 0.700 4,690.00 S) 09 TRAFFIC CONTROL SYSTEM LS 765,000.0000 765,000.00 0.050 38,250.00 0.550 420,750.00 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 0.550 23,650.00 S) 14 TEMPORARY RAILING (TYPE K) M 10.5000 198,450.00 13,900.000 145,950.00 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 9,778.050 234,673.20 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 5,481.000 6,029.10 21 REMOVE PIPE M 390.0000 31,200.00 15.400 6,006.00 25.300 9,867.00 22 REMOVE INLET EA 1,400.0000 70,000.00 13.000 18,200.00 44.000 61,600.00 PROGRAM CAS145 PAGE 2 DATE 03/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1A9904 TIME 01:31 PM ESTIMATE NO. 11 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 03/20/09 R.E. NAME: FATHI, ALI DATE OF THIS ESTIMATE 03/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 15.000 64,200.00 15.000 64,200.00 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 0.000 0.00 28 CAP INLET EA 1,560.0000 1,560.00 1.000 1,560.00 1.000 1,560.00 29 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 0.100 15,000.00 0.900 135,000.00 30 ROADWAY EXCAVATION M3 17.7500 695,800.00 340.000 6,035.00 20,137.480 357,440.27 31 ROADWAY EXCAVATION (TYPE Y-1) M3 17.7500 102,772.50 1,597.680 28,358.82 (AERIALLY DEPOSITED LEAD) 32 LEAD COMPLIANCE PLAN LS 2,700.0000 2,700.00 0.200 540.00 33 300 MM WELDED STEEL PIPE CONDUIT M 870.0000 913,500.00 853.000 742,110.00 S) (6.35 MM THICK) 34 CLASS 2 AGGREGATE BASE M3 29.7500 895,475.00 14,348.520 426,868.47 35 AGGREGATE BASE (APPROACH SLAB) M3 750.0000 4,500.00 0.000 0.00 36 ASPHALT CONCRETE (TYPE A) TONN 74.0000 2,937,800.00 147.140 10,888.36 16,419.040 1,215,008.96 37 SHOULDER RUMBLE STRIP STA 66.5000 16,625.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 38 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,900.0000 114,000.00 71.000 134,900.00 (TYPE R)(MODIFIED) 39 MINOR CONCRETE (MINOR STRUCTURE) M3 2,600.0000 405,600.00 42.590 110,734.00 122.760 319,176.00 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 31.000 2,650.50 31.000 2,650.50 42 RAPID SETTING CONCRETE (PATCH) M3 1,175.0000 55,225.00 15.000 17,625.00 15.000 17,625.00 43 REFINISH BRIDGE DECK M2 1,500.0000 39,000.00 5.200 7,800.00 5.200 7,800.00 44 JOINT SEAL (MR 30 MM) M 118.0000 7,198.00 40.600 4,790.80 40.600 4,790.80 S) 45 TREAT BRIDGE DECK M2 3.4000 45,131.60 0.000 0.00 F) 46 FURNISH BRIDGE DECK TREATMENT MATERIAL L 21.5000 129,795.50 0.000 0.00 47 PREPARE AND PAINT CONCRETE M2 8.3500 367,400.00 0.000 0.00 S) 48 450 MM REINFORCED CONCRETE PIPE M 685.0000 150,700.00 23.900 16,371.50 241.800 165,633.00 49 600 MM REINFORCED CONCRETE PIPE M 2,100.0000 23,100.00 7.000 14,700.00 9.500 19,950.00 PROGRAM CAS145 PAGE 3 DATE 03/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1A9904 TIME 01:31 PM ESTIMATE NO. 11 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 03/20/09 R.E. NAME: FATHI, ALI DATE OF THIS ESTIMATE 03/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.200 17,600.00 51 900 MM REINFORCED CONCRETE PIPE M 5,500.0000 5,500.00 1.000 5,500.00 52 300 MM CORRUGATED STEEL PIPE M 1,850.0000 29,600.00 1.300 2,405.00 4.000 7,400.00 (1.63 MM THICK) 53 MISCELLANEOUS IRON AND STEEL KG 3.0000 64,896.00 3,832.000 11,496.00 17,184.000 51,552.00 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 4,572.000 1,211,580.00 60 CONCRETE BARRIER TYPE 60GA (MODIFIED) M 320.0000 98,560.00 24.000 7,680.00 F) 61 CONCRETE BARRIER (TYPE 60GE) M 712.0000 299,040.00 120.000 85,440.00 62 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6400 16,768.00 0.000 0.00 S) 63 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5600 43,960.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 64 PAVEMENT MARKER EA 3.2000 17,280.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 65 MODIFY LIGHTING AND SIGN ILLUMINATION LS 286,000.0000 286,000.00 0.210 60,060.00 0.560 160,160.00 S) PROGRAM CAS145 PAGE 4 DATE 03/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1A9904 TIME 01:31 PM ESTIMATE NO. 11 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 03/20/09 R.E. NAME: FATHI, ALI DATE OF THIS ESTIMATE 03/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 444,092.16 7,468,754.83 ADJUSTMENT OF COMPENSATION -1,680.25 -98,062.20 EXTRA WORK 5,434.29 159,925.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 447,846.20 7,530,617.70 66 MOBILIZATION LS 175,000.0000 175,000.00 0.050 8,750.00 1.000 175,000.00 ORIGINAL CONTRACT AMOUNT 14,532,201.00 TOTAL WORK COMPLETED 456,596.20 7,705,617.70 MATERIALS ON HAND ON SITE 25,762.80 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 456,596.20 7,731,380.50 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 09/03/09 184 64 0 0 51% 61% PROGRESS IS SATISFACTORY FATHI, ALI RESIDENT ENGINEER PROGRAM CAS145 PAGE 6 DATE 03/26/09