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 06/21/05 EST. NO.01 TIME 06:13 AM R.E. NAME: SHELLEY MAGGARD 06-474604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 06/21/05 EST. NO.01 TIME 06:13 AM R.E. NAME: SHELLEY MAGGARD 06-474604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-474604 TIME 06:13 AM ESTIMATE NO. 01 BID OPENING 03/22/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 06/21/05 LOCATION PROGRESS ESTIMATE 06-TUL-99-30.6/33.9 ----------------- MODERN ALLOYS, INC IN TULARE COUNTY IN AND NEAR TULARE 11172 WESTERN AVE FROM PROSPERITY AVENUE OVERCROSSING STANTON, CA 90680 TO TAGUS AVENUE OVERCROSSING FED. AID NO. ACST-P099(488)E ,PHG-P099(488)E CONSTRUCT MEDIAN BARRIER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PREPARE STORM WATER POLLUTION LS 2,100.0000 2,100.00 0.750 1,575.00 0.750 1,575.00 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 19,600.0000 19,600.00 0.460 9,016.00 0.460 9,016.00 03 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,540.0000 1,540.00 0.000 0.00 04 CONSTRUCTION AREA SIGNS LS 4,350.0000 4,350.00 0.460 2,001.00 0.460 2,001.00 S) 05 TRAFFIC CONTROL SYSTEM LS 63,200.0000 63,200.00 0.420 26,544.00 0.420 26,544.00 S) 06 PORTABLE CHANGEABLE MESSAGE SIGN LS 22,800.0000 22,800.00 0.420 9,576.00 0.420 9,576.00 S) 07 REMOVE FLARED END SECTION EA 265.0000 1,325.00 5.000 1,325.00 5.000 1,325.00 08 SALVAGE METAL BEAM GUARD RAILING M 40.0000 6,000.00 0.000 0.00 09 RECONSTRUCT SINGLE THRIE BEAM BARRIER M 94.5000 2,929.50 0.000 0.00 10 RESET ROADSIDE SIGN EA 160.0000 320.00 0.000 0.00 11 REMOVE CRASH CUSHION EA 2,330.0000 9,320.00 0.000 0.00 12 CLEARING AND GRUBBING LS 7,000.0000 7,000.00 0.700 4,900.00 0.700 4,900.00 13 IMPORTED BORROW M3 54.3000 288,876.00 3,200.000 173,760.00 3,200.000 173,760.00 14 FIBER (EROSION CONTROL) KG 5.0000 5,500.00 0.000 0.00 S) 15 STABILIZING EMULSION (EROSION CONTROL) KG 5.1000 5,610.00 0.000 0.00 S) 16 ASPHALT CONCRETE TONN 135.0000 472.50 0.000 0.00 17 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 300.0000 4,200.00 0.000 0.00 AREA) 18 MINOR CONCRETE (MINOR STRUCTURE) M3 1,310.0000 655.00 0.400 524.00 0.400 524.00 F) 19 600 MM CORRUGATED STEEL PIPE M 1,150.0000 3,450.00 3.000 3,450.00 3.000 3,450.00 (2.77 MM THICK) 20 900 MM CORRUGATED STEEL PIPE M 1,260.0000 3,528.00 2.800 3,528.00 2.800 3,528.00 (2.77 MM THICK) 21 1200 MM CORRUGATED STEEL PIPE INLET M 5,200.0000 9,360.00 1.800 9,360.00 1.800 9,360.00 (3.51 MM THICK) 22 DEBRIS RACK EA 1,040.0000 3,120.00 2.000 2,080.00 2.000 2,080.00 PROGRAM CAS145 PAGE 2 DATE 06/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-474604 TIME 06:13 AM ESTIMATE NO. 01 BID OPENING 03/22/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 06/21/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 MISCELLANEOUS IRON AND STEEL KG 2.2000 209.00 95.000 209.00 95.000 209.00 F) 24 SINGLE THRIE BEAM BARRIER (STEEL POST) M 72.2500 717,442.50 440.000 31,790.00 440.000 31,790.00 25 TERMINAL SYSTEM (TYPE CAT) EA 5,100.0000 5,100.00 0.000 0.00 26 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 520.0000 520.00 0.000 0.00 27 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 765.0000 2,295.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 06/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-474604 TIME 06:13 AM ESTIMATE NO. 01 BID OPENING 03/22/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/05 R.E. NAME: SHELLEY MAGGARD DATE OF THIS ESTIMATE 06/21/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 279,638.00 279,638.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 279,638.00 279,638.00 28 MOBILIZATION LS 29,700.0000 29,700.00 0.950 28,215.00 0.950 28,215.00 ORIGINAL CONTRACT AMOUNT 1,220,522.50 TOTAL WORK COMPLETED 307,853.00 307,853.00 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 307,853.00 307,853.00 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE PROGRAM 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 04/22/05 60 05/23/05 05/13/05 08/08/05 26 0 0 0 25% 43% PROGRESS IS SATISFACTORY SHELLEY MAGGARD RESIDENT ENGINEER PROGRAM CAS145 PAGE 25 DATE 06/21/05