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 06/19/07 EST. NO.03 TIME 06:51 AM R.E. NAME: HISHAM ALNATOUR 06-0A8804 --------------------------------------------------------------------------- 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 06/19/07 EST. NO.03 TIME 06:51 AM R.E. NAME: HISHAM ALNATOUR 06-0A8804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0A8804 TIME 06:51 AM ESTIMATE NO. 03 BID OPENING 12/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/07 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 06/19/07 LOCATION RERUN PROGRESS ESTIMATE 06-KER-99-L0.7/2.7 ----------------------- MODERN ALLOYS, INC. IN KERN COUNTY NEAR METTLER FROM RUSS GREGORY ROUTE 99 AND 5 SEPARATION TO ROUTE 11172 WESTERN AVENUE 99 AND 166 SEPARATION STANTON, CA 90680 FED. AID NO. ACST-P099(508)E ,PHG-P099(508)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 1,530.0000 1,530.00 0.750 1,147.50 PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 14,189.0000 14,189.00 0.350 4,966.15 0.950 13,479.55 03 TEMPORARY CONCRETE WASHOUT FACILITY EA 6,300.0000 6,300.00 1.000 6,300.00 1.000 6,300.00 04 TEMPORARY DRAINAGE INLET PROTECTION EA 835.0000 835.00 1.000 835.00 05 STREET SWEEPING LS 18,500.0000 18,500.00 0.350 6,475.00 0.950 17,575.00 06 CONSTRUCTION AREA SIGNS LS 3,650.0000 3,650.00 0.130 474.50 0.880 3,212.00 S) 07 TRAFFIC CONTROL SYSTEM LS 169,100.0000 169,100.00 0.350 59,185.00 0.950 160,645.00 S) 08 PORTABLE CHANGEABLE MESSAGE SIGN LS 17,500.0000 17,500.00 0.350 6,125.00 0.950 16,625.00 S) 09 SALVAGE METAL BEAM GUARD RAILING M 40.0000 10,000.00 250.000 10,000.00 10 REMOVE CRASH CUSHION (SAND FILLED) EA 2,850.0000 5,700.00 2.000 5,700.00 11 CLEARING AND GRUBBING LS 36,000.0000 36,000.00 0.950 34,200.00 12 ROADWAY EXCAVATION M3 88.0000 61,600.00 591.000 52,008.00 13 LEAD COMPLIANCE PLAN LS 3,060.0000 3,060.00 0.750 2,295.00 14 DITCH EXCAVATION M3 160.0000 6,240.00 14.000 2,240.00 39.000 6,240.00 15 STRAW (EROSION CONTROL) TONN 2,650.0000 530.00 0.200 530.00 0.200 530.00 S) 16 FIBER (EROSION CONTROL) KG 63.0000 3,150.00 50.000 3,150.00 50.000 3,150.00 S) 17 PURE LIVE SEED (EROSION CONTROL) KG 930.0000 930.00 1.000 930.00 1.000 930.00 S) 18 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 135.0000 1,080.00 8.000 1,080.00 8.000 1,080.00 S) 19 STABILIZING EMULSION (EROSION CONTROL) KG 169.0000 1,690.00 10.000 1,690.00 10.000 1,690.00 S) 20 CLASS 2 AGGREGATE BASE M3 144.0000 31,680.00 199.380 28,710.72 21 ASPHALT CONCRETE (TYPE A) TONN 80.5000 89,355.00 1,077.370 86,728.29 22 SHOULDER RUMBLE STRIP STA 1,935.0000 5,805.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) PROGRAM CAS145 PAGE 2 DATE 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0A8804 TIME 06:51 AM ESTIMATE NO. 03 BID OPENING 12/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/07 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 06/19/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REPLACE CONCRETE PAVEMENT M3 1,880.0000 67,680.00 36.000 67,680.00 36.000 67,680.00 (RAPID STRENGTH CONCRETE) 24 MINOR CONCRETE (MINOR STRUCTURE) M3 4,650.0000 15,810.00 3.400 15,810.00 F) 25 MINOR CONCRETE (BACKFILL) M3 755.0000 3,775.00 14.000 10,570.00 14.000 10,570.00 26 600 MM REINFORCED CONCRETE PIPE M 210.5000 25,260.00 39.000 8,209.50 120.000 25,260.00 27 600 MM CONCRETE FLARED END SECTION EA 1,450.0000 1,450.00 1.000 1,450.00 1.000 1,450.00 28 ROCK SLOPE PROTECTION M3 420.0000 3,780.00 9.000 3,780.00 9.000 3,780.00 (BACKING NO. 2, METHOD B) 29 ROCK SLOPE PROTECTION FABRIC M2 40.0000 960.00 24.000 960.00 24.000 960.00 30 INLET FRAME AND GRATE (TYPE 600 - 12X) EA 715.0000 2,860.00 4.000 2,860.00 31 SURVEY MONUMENT (TYPE D) EA 800.0000 7,200.00 8.000 6,400.00 8.000 6,400.00 32 SINGLE THRIE BEAM BARRIER (STEEL POST) M 84.1500 673,200.00 9,000.000 757,350.00 33 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 125.0000 3,375.00 27.000 3,375.00 34 RETURN CAP (TYPE TA) EA 1.0000 1.00 1.000 1.00 35 END ANCHOR ASSEMBLY (TYPE CA) EA 1,005.0000 1,005.00 1.000 1,005.00 36 CONCRETE BARRIER (TYPE 60) M 500.0000 7,500.00 15.000 7,500.00 15.000 7,500.00 37 CONCRETE BARRIER (TYPE 60C) M 272.0000 111,520.00 410.000 111,520.00 410.000 111,520.00 38 CONCRETE BARRIER (TYPE 60E) M 716.0000 66,588.00 93.000 66,588.00 39 100 MM THERMOPLASTIC TRAFFIC STRIPE M 8.0000 2,480.00 0.000 0.00 40 PAVEMENT MARKER (RETROREFLECTIVE) EA 35.0000 840.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0A8804 TIME 06:51 AM ESTIMATE NO. 03 BID OPENING 12/13/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/07 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 06/19/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 311,215.15 1,535,190.06 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 311,215.15 1,535,190.06 41 MOBILIZATION LS 151,350.0000 151,350.00 1.000 151,350.00 ORIGINAL CONTRACT AMOUNT 1,635,058.00 TOTAL WORK COMPLETED 311,215.15 1,686,540.06 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 311,215.15 1,686,540.06 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 01/09/07 60 03/26/07 01/24/07 06/26/07 56 47 0 0 96% 93% PROGRESS IS SATISFACTORY HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 06/19/07