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 11/06/03 EST. NO.14 TIME 12:55 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 0054 408.43 E.W. @ F.A.(+) 090303 N 56 0 0055 116.33 070703 N 47 0 0055-1 -116.33 070703 N 47 0 DAO CORRECTING ENTRY 0056 285.65 050903 N 40 0 0057 265.65 040303 N 38A 0 002 0018 387.57 E.W. @ F.A.(+) 082203 N 23 0 0019 774.84 082103 N 22 0 0020 2,046.88 040203 N 19 0 003 0016 6,729.80 E.W. @ F.A.(+) 082503 N 16 0 0017 531.20 091603 N 18 0 0018 531.20 091503 N 17 0 0019 1,462.18 091603 N 0019 0 0020 1,583.11 091503 N 0020 0 006 0002-1 -760.30 E.W. @ F.A.(+) 120302 N 2 0 DAO CORRECTING ENTRY 0002-2 3,621.79 120302 N 2 0 DAO CORRECTING ENTRY 0002-3 -3,621.79 120302 N 2 0 DAO CORRECTING ENTRY 0003 3,797.14 120302 N 1 0 0004 4,400.92 120302 N 2A 0 010 0019 603.54 E.W. @ F.A.(+) 051503 N 3 0 0019-1 -603.54 051503 N 3 0 DAO CORRECTING ENTRY 0019-2 641.35 051503 N 3 0 DAO CORRECTING ENTRY 016 0007 116.33 E.W. @ F.A.(+) 070703 N 47 0 017 0003-1 -3,709.83 E.W. @ F.A.(+) 082003 N 3 0 DAO CORRECTING ENTRY 0003-2 3,767.74 082003 N 3 0 DAO CORRECTING ENTRY 23,259.86 TOTAL THIS ESTIMATE 131,858.43 TOTAL PREVIOUS ESTIMATE 155,118.29 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 11/06/03 EST. NO.14 TIME 12:55 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 PAYROLLS JUNE 5,397.22 12 AHMADI -5,000.00 14 -5,000.00 -5,000.00 OTHER OUTSTANDING DOCUMENTS DVBE, FHWA -10,000.00 13 DVBE & FHWA-47 10,000.00 14 10,000.00 0.00 TOTAL DEDUCTIONS 5,000.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 11/06/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-020474 TIME 12:55 PM ESTIMATE NO. 14 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 09/17/03 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 11/06/03 LOCATION SEMI-FINAL 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 1.000 12,500.00 S) 03 TRAFFIC CONTROL SYSTEM LS 74,500.0000 74,500.00 1.000 74,500.00 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 1.000 10,000.00 S) 22 IRRIGATION SYSTEM LS 25,000.0000 25,000.00 1.000 25,000.00 S) PROGRAM CAS145 PAGE 2 DATE 11/06/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-020474 TIME 12:55 PM ESTIMATE NO. 14 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 09/17/03 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 11/06/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 14,400.00 231.720 13,903.20 25 ASPHALT CONCRETE (TYPE B) TONN 60.0000 26,400.00 367.550 22,053.00 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 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 1.000 200.00 37 INSTALL ROADSIDE SIGN EA 2,000.0000 4,000.00 2.000 4,000.00 (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 7.000 1,400.00 S) 43 CHAIN LINK SLIDING GATE EA 2,000.0000 8,000.00 8.000 16,000.00 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 1.000 22,700.00 S) PROGRAM CAS145 PAGE 3 DATE 11/06/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-020474 TIME 12:55 PM ESTIMATE NO. 14 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 09/17/03 R.E. NAME: NJOYA, DAVID DATE OF THIS ESTIMATE 11/06/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 1,866,760.35 ADJUSTMENT OF COMPENSATION 0.00 32,129.87 EXTRA WORK 23,259.86 122,988.42 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 23,259.86 2,021,878.64 49 MOBILIZATION LS 200,000.0000 200,000.00 1.000 200,000.00 ORIGINAL CONTRACT AMOUNT 2,055,138.50 TOTAL WORK COMPLETED 23,259.86 2,221,878.64 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 5,000.00 -5,000.00 TOTAL 28,259.86 2,216,878.64 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 10/15/02 280 10/21/02 00/00/00 09/17/03 353 10 72 1 100% 100% NJOYA, DAVID RESIDENT ENGINEER PROGRAM CAS145 DATE 11/06/03