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 07/22/03 EST. NO.11 TIME 12:27 PM R.E. NAME: NJOYA, DAVID 07-020474 --------------------------------------------------------------------------- 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 0040 762.76 E.W. @ F.A.(+) 040103 N 28 0 0041 532.94 031503 N 27 0 002 0014 1,343.52 E.W. @ F.A.(+) 042503 N 20 0 0015 1,437.78 040303 N 18 0 0016 270.68 040203 N 14 0 003 0006 780.92 E.W. @ F.A.(+) 061003 N 6 0 0007 780.92 061003 N 7 0 0008 884.79 061703 N 8 0 0009 884.79 061903 N 9 0 006 0001 207.15 E.W. @ F.A.(+) 041103 N 4 0 007 0002 -824.86 A.C. @ L.S.(-) 063003 N 2 0 010 0007 442.39 E.W. @ F.A.(+) 052003 N 8 0 0008 210.01 052903 N 9 0 0009 211.58 061003 N 11 0 012 0001 1,472.00 A.C. @ L.S.(+) 041603 N 129 0 013 0001 -864.90 A.C. @ L.S.(-) 063003 N 1 0 014 0001 4,803.45 E.W. @ L.S.(+) 063003 N 1 0 13,335.92 TOTAL THIS ESTIMATE 65,234.04 TOTAL PREVIOUS ESTIMATE 78,569.96 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 07/22/03 EST. NO.11 TIME 12:27 PM R.E. NAME: NJOYA, DAVID 07-020474 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE WPC VIOLATION -91,348.44 02 WPC VIOLATION 91,348.44 03 0.00 0.00 LABOR COMPLIANCE VIOLATION PAYROLLJAN -10,000.00 05 PAYROLLSJAN 10,000.00 06 PAYROLLS JUNE -5,397.22 11 -5,397.22 -5,397.22 TOTAL DEDUCTIONS -5,397.22 -5,397.22 PROGRAM CAS145 PAGE 1 DATE 07/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-020474 TIME 12:27 PM ESTIMATE NO. 11 BID OPENING 09/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/03 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 07/22/03 LOCATION PROGRESS ESTIMATE 07-LA-101-25.8/27.1 ----------------- M AHMADI CONSTRUCTION AND IN LOS ANGELES COUNTY AT WOODLAND ENGINEERING INC HILLS FROM 0.1 KM WEST OF SHOUP 133 NORTH PIXLEY STREET AVENUE TO 0.1 KM WEST OF DUNMAN ORANGE CA 92868 AVENUE FED. AID NO. ACNH-Q101(24)E SOUNDWALLS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE M 10.0000 4,700.00 470.000 4,700.00 S) 02 CONSTRUCTION AREA SIGNS LS 12,500.0000 12,500.00 0.800 10,000.00 S) 03 TRAFFIC CONTROL SYSTEM LS 74,500.0000 74,500.00 0.960 71,520.00 S) 04 TYPE III BARRICADE EA 100.0000 400.00 5.000 500.00 S) 05 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 1,900.00 45.000 2,250.00 S) 06 TEMPORARY RAILING (TYPE K) M 84.0000 102,480.00 1,220.000 102,480.00 S) 07 TEMPORARY CRASH CUSHION MODULE EA 400.0000 14,000.00 45.000 18,000.00 S) 08 REMOVE CHAIN LINK FENCE M 12.0000 6,000.00 509.200 6,110.40 09 REMOVE METAL BEAM GUARD RAILING M 40.0000 2,160.00 54.000 2,160.00 10 REMOVE ROADSIDE SIGN EA 100.0000 300.00 3.000 300.00 11 REMOVE ASPHALT CONCRETE M3 50.0000 1,650.00 192.000 9,600.00 12 REMOVE PIPE M 50.0000 1,750.00 34.800 1,740.00 13 REMOVE ASBESTOS PIPE M 50.0000 550.00 11.000 550.00 14 REMOVE INLET EA 400.0000 2,400.00 6.000 2,400.00 15 BRIDGE REMOVAL (PORTION) LS 14,500.0000 14,500.00 1.000 14,500.00 16 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 1.000 15,000.00 17 ROADWAY EXCAVATION M3 40.0000 63,600.00 1,590.000 63,600.00 18 LEAD COMPLIANCE PLAN LS 9,500.0000 9,500.00 1.000 9,500.00 19 STRUCTURE EXCAVATION M3 55.0000 885.50 16.100 885.50 F) 20 STRUCTURE BACKFILL M3 60.0000 408.00 6.800 408.00 F) 21 HIGHWAY PLANTING LS 10,000.0000 10,000.00 0.000 0.00 S) 22 IRRIGATION SYSTEM LS 25,000.0000 25,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 07/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-020474 TIME 12:27 PM ESTIMATE NO. 11 BID OPENING 09/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/03 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 07/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CLASS 4 AGGREGATE SUBBASE M3 60.0000 27,600.00 462.000 27,720.00 24 CLASS 2 AGGREGATE BASE M3 60.0000 14,400.00 169.020 10,141.20 25 ASPHALT CONCRETE (TYPE B) TONN 60.0000 26,400.00 185.770 11,146.20 185.770 11,146.20 26 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 245.0000 5,880.00 18.250 4,471.25 S) PILING 27 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 90.0000 242,100.00 2,683.000 241,470.00 S) PILING (BARRIER) 28 STRUCTURAL CONCRETE M3 400.0000 3,240.00 4.950 1,980.00 29 STRUCTURAL CONCRETE, BRIDGE M3 550.0000 4,400.00 8.000 4,400.00 30 STRUCTURAL CONCRETE, BARRIER SLAB M3 700.0000 16,800.00 21.000 14,700.00 31 MINOR CONCRETE (MINOR STRUCTURE) M3 850.0000 6,290.00 7.400 6,290.00 F) 32 MINOR CONCRETE (BACKFILL) M3 350.0000 1,680.00 4.800 1,680.00 33 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 98.0000 322,420.00 437.000 42,826.00 3,290.000 322,420.00 34 SOUND WALL (MASONRY BLOCK) M2 220.0000 464,200.00 2,110.000 464,200.00 S) 35 BAR REINFORCING STEEL (BRIDGE) KG 4.0000 35,716.00 9,050.000 36,200.00 SF) 36 METAL (WALL MOUNTED SIGN) EA 200.0000 200.00 0.000 0.00 37 INSTALL ROADSIDE SIGN EA 2,000.0000 4,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 38 600 MM REINFORCED CONCRETE PIPE M 175.0000 6,300.00 35.200 6,160.00 39 MINOR CONCRETE (CURB) M3 300.0000 900.00 6.000 1,800.00 40 MISCELLANEOUS IRON AND STEEL KG 4.0000 4,944.00 1,236.000 4,944.00 F) 41 MISCELLANEOUS METAL (BRIDGE) KG 150.0000 8,250.00 55.000 8,250.00 SF) 42 CHAIN LINK FENCE (TYPE CL-1.8) M 200.0000 1,400.00 0.000 0.00 S) 43 CHAIN LINK SLIDING GATE EA 2,000.0000 8,000.00 0.000 0.00 S) 44 CRASH CUSHION (REACT 9CBB) EA 45,000.0000 45,000.00 1.000 45,000.00 S) 45 CONCRETE BARRIER (TYPE 736 SV) M 220.0000 204,600.00 930.000 204,600.00 46 CONCRETE BARRIER (TYPE 736 SV) M 225.0000 1,575.00 7.000 1,575.00 MODIFIED 47 CONCRETE BARRIER (TYPE 736 MOD) M 230.0000 11,960.00 52.000 11,960.00 48 MODIFY LIGHTING AND SIGN ILLUMINATION LS 22,700.0000 22,700.00 0.950 21,565.00 S) PROGRAM CAS145 PAGE 3 DATE 07/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-020474 TIME 12:27 PM ESTIMATE NO. 11 BID OPENING 09/12/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/03 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 07/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 53,972.20 1,788,876.55 ADJUSTMENT OF COMPENSATION -217.76 30,114.61 EXTRA WORK 13,553.68 48,455.35 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 67,308.12 1,867,446.51 49 MOBILIZATION LS 200,000.0000 200,000.00 1.000 200,000.00 ORIGINAL CONTRACT AMOUNT 2,055,138.50 TOTAL WORK COMPLETED 67,308.12 2,067,446.51 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,397.22 -5,397.22 TOTAL 61,910.90 2,062,049.29 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 10/15/02 280 10/21/02 00/00/00 08/15/03 164 1 39 0 96% 51% PROGRESS IS SATISFACTORY PENDING TIME NJOYA, DAVID RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 07/22/03